31D-007 Neilson 2018-04-06_SNL_Conformance_Set_Ph1-4THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.4/6/2018 5:44:40 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvtCONFORMANCE SETVOLUME 104/06/2018SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MADESIGNER MAYA LIN STUDIO WITH BIALOSKY + PARTNERS39 BOND STREET #4NEW YORK, NY 10012ARCHITECT SHEPLEY BULFINCH2 SEAPORT LANEBOSTON, MA 02210CIVIL ENGINEER NITSCH ENGINEERING, INC.2 CENTER PLAZA, SUITE 430BOSTON, MA 02108CODE CONSULTANT COSENTINI ASSOCIATES, INC.ONE KENDALL SQUARE, SUITE B2204CAMBRIDGE, MA 02139LANDSCAPE ARCHITECT RYAN ASSOCIATES144 MOODY STREET, BUILDING 4WALTHAM, MA 02453STRUCTURAL ENGINEER SILMAN111 DEVONSHIRE STREETBOSTON, MA 02109MEP/FP ENGINEER R.G.VANDERWEIL ENGINEERS274 SUMMER STREETBOSTON, MA 02210EXISTING FACADE CONSULTANT GAINFORT104 W. 27TH ST, 5TH FLOORNEW YORK, NY 10001NEW FACADE CONSULTANT FRONT INC.20 JAY STREET #920NEW YORK, NY 11201AV/IT CONSULTANT THE SEXTANT GROUP244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016LIGHTING CONSULTANT TILLOTSON DESIGN ASSOCIATES40 WORTH STREET, SUITE 703NEW YORK, NY 10013ACOUSTICAL CONSULTANT ARUP CONSULTING ENGINEERS955 MASSACHUSETTS AVENUECAMBRIDGE, MA 02139SUSTAINABILITY CONSULTANT TRANSSOLAR INC.220 E. 23RD ST., SUITE 403NEW YORK, NY 10010LEED CONSULTANT THORNTON TOMASETTI GROUP27 WORMWOOD STREET, SUITE 200BOSTON, MA 02210
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.4/6/2018 5:44:40 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvtCONFORMANCE SETVOLUME 104/06/2018SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MADESIGNER MAYA LIN STUDIO WITH BIALOSKY + PARTNERS39 BOND STREET #4NEW YORK, NY 10012ARCHITECT SHEPLEY BULFINCH2 SEAPORT LANEBOSTON, MA 02210CIVIL ENGINEER NITSCH ENGINEERING, INC.2 CENTER PLAZA, SUITE 430BOSTON, MA 02108CODE CONSULTANT COSENTINI ASSOCIATES, INC.ONE KENDALL SQUARE, SUITE B2204CAMBRIDGE, MA 02139LANDSCAPE ARCHITECT RYAN ASSOCIATES144 MOODY STREET, BUILDING 4WALTHAM, MA 02453STRUCTURAL ENGINEER SILMAN111 DEVONSHIRE STREETBOSTON, MA 02109MEP/FP ENGINEER R.G.VANDERWEIL ENGINEERS274 SUMMER STREETBOSTON, MA 02210EXISTING FACADE CONSULTANT GAINFORT104 W. 27TH ST, 5TH FLOORNEW YORK, NY 10001NEW FACADE CONSULTANT FRONT INC.20 JAY STREET #920NEW YORK, NY 11201AV/IT CONSULTANT THE SEXTANT GROUP244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016LIGHTING CONSULTANT TILLOTSON DESIGN ASSOCIATES40 WORTH STREET, SUITE 703NEW YORK, NY 10013ACOUSTICAL CONSULTANT ARUP CONSULTING ENGINEERS955 MASSACHUSETTS AVENUECAMBRIDGE, MA 02139SUSTAINABILITY CONSULTANT TRANSSOLAR INC.220 E. 23RD ST., SUITE 403NEW YORK, NY 10010LEED CONSULTANT THORNTON TOMASETTI GROUP27 WORMWOOD STREET, SUITE 200BOSTON, MA 02210
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.4/6/2018 5:44:40 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvtCONFORMANCE SETVOLUME 104/06/2018SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MADESIGNER MAYA LIN STUDIO WITH BIALOSKY + PARTNERS39 BOND STREET #4NEW YORK, NY 10012ARCHITECT SHEPLEY BULFINCH2 SEAPORT LANEBOSTON, MA 02210CIVIL ENGINEER NITSCH ENGINEERING, INC.2 CENTER PLAZA, SUITE 430BOSTON, MA 02108CODE CONSULTANT COSENTINI ASSOCIATES, INC.ONE KENDALL SQUARE, SUITE B2204CAMBRIDGE, MA 02139LANDSCAPE ARCHITECT RYAN ASSOCIATES144 MOODY STREET, BUILDING 4WALTHAM, MA 02453STRUCTURAL ENGINEER SILMAN111 DEVONSHIRE STREETBOSTON, MA 02109MEP/FP ENGINEER R.G.VANDERWEIL ENGINEERS274 SUMMER STREETBOSTON, MA 02210EXISTING FACADE CONSULTANT GAINFORT104 W. 27TH ST, 5TH FLOORNEW YORK, NY 10001NEW FACADE CONSULTANT FRONT INC.20 JAY STREET #920NEW YORK, NY 11201AV/IT CONSULTANT THE SEXTANT GROUP244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016LIGHTING CONSULTANT TILLOTSON DESIGN ASSOCIATES40 WORTH STREET, SUITE 703NEW YORK, NY 10013ACOUSTICAL CONSULTANT ARUP CONSULTING ENGINEERS955 MASSACHUSETTS AVENUECAMBRIDGE, MA 02139SUSTAINABILITY CONSULTANT TRANSSOLAR INC.220 E. 23RD ST., SUITE 403NEW YORK, NY 10010LEED CONSULTANT THORNTON TOMASETTI GROUP27 WORMWOOD STREET, SUITE 200BOSTON, MA 02210
ELM STREETGREEN STREETBURTON LAWNSEELYE LAWNN E I L S O N D R I V E SEELYE DRIVECHAPIN LAWNNNEILSON LIBRARYALUMNAE GYMWRIGHT HALLBURTON HALLBASS HALLMCCONNELL HALLYOUNG SCIENCE LIBRARYGREEN STREET CLASSROOM ANNEXLAWRENCE HOUSEMORRIS HOUSEWASHBURN HOUSESEELYE HALLHUBBARDHOUSEBROWN FINE ARTS CENTERHATFIELD HALLDEWEYHALLCLARKHALLLILLY HALLJOHN M. GREENE HALLSTUDENT CENTERCHAPIN HOUSEHAVEN HOUSEWESLEY HOUSEHOPKINS HOUSELYMAN CONSERVATORYSABIN-REED HALLNEW GENERATOR LOCATIONLIMIT OF WORK (INCLUDES SITE ENABLING AND FUTURE WORK)FUTURE LIMIT OF WORKLIMIT OF WORKFUTURE LIMIT OF WORKLIMIT OF WORKTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1" = 50'-0"4/6/2018 5:45:56 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000G001KEY PLAN AND DRAWINGLISTSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCOMPREHENSIVE DRAWING LISTKEY PLANNUMBER NAME VOLFIRE ALARMFA001 FIRE ALARM SYMBOLS & ABBREVIATIONS 2FA002 FIRE ALARM NOTES & DESIGN CRITERIA 2FA20LL FIRE ALARM LL PLAN 2FA200G1 FIRE ALARM LEVEL G SOUTH PLAN 2FA200G2 FIRE ALARM LEVEL G NORTH PLAN 2FA201 FIRE ALARM LEVEL 1 PLAN 2FA202 FIRE ALARM LEVEL 2 PLAN 2FA203 FIRE ALARM LEVEL 3 PLAN 2FA204 FIRE ALARM LEVEL 4 PLAN 2FA501 FIRE ALARM RISER 2FA601 FIRE ALARM DETAILS 2FA701 FIRE ALARM MATRIX 2AUDIOVISUALT001 TECHNOLOGY INFRASTRUCTURE LEGENDS AND SYMBOLS 2T002 TECHNOLOGY INFRASTRUCTURE SCHEDULES AND NOTES 2T003 TECHNOLOGY SITE PLAN 2T100G1 TECHNOLOGY INFRASTRUCTURE LEVEL G1 FLOOR PLAN 2T100G2 TECHNOLOGY INFRASTRUCTURE LEVEL G2 FLOOR PLAN 2T101 TECHNOLOGY INFRASTRUCTURE LEVEL 1 FLOOR PLAN 2T102 TECHNOLOGY INFRASTRUCTURE LEVEL 2 FLOOR PLAN 2T103 TECHNOLOGY INFRASTRUCTURE LEVEL 3 FLOOR PLAN 2T104 TECHNOLOGY INFRASTRUCTURE LEVEL 4 FLOOR PLAN 2T200G1 TECHNOLOGY INFRASTRUCTURE LEVEL G1 REFLECTED CEILING PLAN 2T200G2 TECHNOLOGY INFRASTRUCTURE LEVEL G2 REFLECTED CEILING PLAN 2T201 TECHNOLOGY INFRASTRUCTURE LEVEL 1 REFLECTED CEILING PLAN 2T202 TECHNOLOGY INFRASTRUCTURE LEVEL 2 REFLECTED CEILING PLAN 2T203 TECHNOLOGY INFRASTRUCTURE LEVEL 3 REFLECTED CEILING PLAN 2T204 TECHNOLOGY INFRASTRUCTURE LEVEL 4 REFLECTED CEILING PLAN 2T300G1 TELECOMMUNICATIONS LEVEL G1 PLAN 2T300G2 TELECOMMUNICATIONS LEVEL G2 PLAN 2T301 TELECOMMUNICATIONS LEVEL1 PLAN 2T302 TELECOMMUNICATIONS LEVEL 2 PLAN 2T303 TELECOMMUNICATIONS LEVEL 3 PLAN 2T304 TELECOMMUNICATIONS LEVEL 4 PLAN 2T401 TECHNOLOGY INFRASTRUCTURE ROOM RISERS 2T402 TECHNOLOGY INFRASTRUCTURE ROOM RISERS 2T403 TECHNOLOGY INFRASTRUCTURE ROOM RISERS 2T501 TELECOMMUNICATIONS TYPICAL NETWORK RISER DIAGRAM 2T502 TELECOMMUNICATIONS BUILDING RISER 2T601 TECHNOLOGY INFRASTRUCTURE ROOM ELEVATIONS 2T602 TECHNOLOGY INFRASTRUCTURE ROOM ELEVATIONS 2T701 TECHNOLOGY INFRASTRUCTURE DETAILS 2T702 TECHNOLOGY INFRASTRUCTURE DETAILS 2T801 TELECOMMUNICATIONS DETAILS 2T901 TELECOMMUNICATIONS ENLARGED PLANS 2T902 TELECOMMUNICATIONS ENLARGED PLANS 2T1000 AUDIOVISUAL EQUIPMENT ALUMNAE GYM LEVEL G, 1 AND 2 2T1000G1 TECHNOLOGY LEVEL G1 EQUIPMENT PLAN 2T1000G2 TECHNOLOGY LEVEL G2 EQUIPMENT PLAN 2T1001 TECHNOLOGY LEVEL 1 EQUIPMENT PLAN 2T1002 TECHNOLOGY LEVEL 2 EQUIPMENT PLAN 2T1003 TECHNOLOGY LEVEL 3 EQUIPMENT PLAN 2T1004 TECHNOLOGY LEVEL 4 EQUIPMENT PLAN 2NUMBER NAME VOLSTRUCTURALS001 STRUCTURAL GENERAL NOTES 1S002 LEGENDS AND DESIGN PARAMETER TABLE 1S003 LIVE LOADING DIAGRAMS 1S10LL LEVEL LL PLAN1S100-G1 LEVEL G-1 PLAN 1S100-G2 LEVEL G-2 PLAN 1S101-1 LEVEL 1-1 PLAN 1S101-2 LEVEL 1-2 PLAN 1S102 LEVEL 2 PLAN1S103 LEVEL 3 PLAN1S104 LEVEL 4 PLAN1S105 ROOF PLAN1S110 PARTIAL PLANS 1S201 BRACE FRAME ELEVATIONS 1S202 BRACE FRAME ELEVATIONS 1S203 ELEVATIONS1S210 SOUTH JEWEL BOX ANTICIPATED DEFLECTION PLANS 1S211 NORTH JEWEL BOX ANTICIPATED DEFLECTION PLANS 1S300 FOUNDATION SECTIONS 1S301 FOUNDATION SECTIONS 1S302 FOUNDATION SECTIONS 1S400 SUPERSTRUCTURE SECTIONS 1S401 SUPERSTRUCTURE SECTIONS 1S402 SUPERSTRUCTURE SECTIONS 1S501 TYPICAL DETAILS 1S502 TYPICAL DETAILS 1S503 TYPICAL DETAILS 1S504 TYPICAL DETAILS 1S600 COLUMN SCHEDULE 1S601 COLUMN SCHEDULE 1S602 COLUMN SCHEDULE 1S603 COLUMN SCHEDULE 1S604 BASE PLATE SCHEDULE 1S605 PILE FOUNDATION SCHEDULE 1FIRE PROTECTIONFP001 FIRE PROTECTION SYMBOLS AND ABBREVIATIONS 2FP002 FIRE PROTECTION NOTES AND DESIGN CRITERIA 2FP003 FIRE PROTECTION ZONING PLANS 2FP20LL FIRE PROTECTION LL PLAN 2FP200G1 FIRE PROTECTION LEVEL G SOUTH PLAN 2FP200G2 FIRE PROTECTION LEVEL G NORTH PLAN 2FP201 FIRE PROTECTION LEVEL 1 PLAN 2FP202 FIRE PROTECTION LEVEL 2 PLAN 2FP203 FIRE PROTECTION LEVEL 3 PLAN 2FP204 FIRE PROTECTION LEVEL 4 PLAN 2FP401 FIRE PROTECTION - STAIR SECTIONS 2FP402 FIRE PROTECTION ENLARGED PLANS 2FP403 FIRE PROTECTION - OCULUS AND JEWEL BOX SECTIONS 2FP501 FIRE PROTECTION RISER 2FP601 FIRE PROTECTION DETAILS 2FP602 FIRE PROTECTION DETAILS 2PLUMBINGP000 PLUMBING GENERAL NOTES 2P001 PLUMBING GENERAL NOTES 2P20LL1 PLUMBING LL SOUTH PLAN 2P20LL1-U PLUMBING UNDERGROUND SOUTH PLAN 2P20LL2-U PLUMBING UNDERGROUND NORTH PLAN 2P200G1 PLUMBING G SOUTH PLAN 2P200G2 PLUMBING G NORTH PLAN 2P201 PLUMBING LEVEL 1 PLAN 2P202 PLUMBING LEVEL 2 PLAN 2P203 PLUMBING LEVEL 3 PLAN 2P204 PLUMBING LEVEL 4 PLAN 2P205 PLUMBING ROOF PLAN 2P301 PLUMBING ENLARGED PART PLANS 2P401 PLUMBING GAS & RAINWATER RISER DIAGRAMS 2P402 PLUMBING SANITARY RISER DIAGRAM 1 2P403 PLUMBING SANITARY RISER DIAGRAM 2 2P404 PLUMBING DOMESTIC WATER RISER DIAGRAM 2P501 PLUMBING DETAILS 2P502 PLUMBING DETAILS 2P503 PLUMBING DETAILS 2P504 PLUMBING DETAILS 2P601 PLUMBING SCHEDULE 2HVACM001 HVAC LEGEND AND ABBREVIATIONS 2M001-U HVAC LEGEND AND ABBREVIATIONS - UNDERGROUND 2M002 HVAC LEGEND AND ABBREVIATIONS 2M002-U HVAC CONTROLS LEGEND AND ABBREVIATIONS - UNDERGROUND 2M20LL HVAC LL DUCTWORK PLAN 2M30LL HVAC LL PIPING PLAN 2M30LL-U HVAC LL PIPING PLAN - UNDERGROUND 2M101 HVAC GENERATOR PLAN 2M200G1 HVAC LEVEL G SOUTH DUCTWORK PLAN 2M200G2 HVAC LEVEL G NORTH DUCTWORK PLAN 2M201 HVAC LEVEL 1 DUCTWORK PLAN 2M202 HVAC LEVEL 2 DUCTWORK PLAN 2M203 HVAC LEVEL 3 DUCTWORK PLAN 2M204 HVAC LEVEL 4 DUCTWORK PLAN 2M205 HVAC ROOF DUCTWORK PLAN 2M206 HVAC DUCTWORK SECTIONS 2M300G1 HVAC LEVEL G SOUTH PIPING PLAN 2M300G2 HVAC LEVEL G NORTH PIPING PLAN 2M301 HVAC LEVEL 1 PIPING PLAN 2M302 HVAC LEVEL 2 PIPING PLAN 2M303 HVAC LEVEL 3 PIPING PLAN 2M304 HVAC LEVEL 4 PIPING PLAN 2M401 HVAC SUPPLY AIR RISER DIAGRAM 2M402 HVAC RETURN AIR RISER DIAGRAM 2M403 HVAC EXHAUST AIR RISER DIAGRAM 2M404 HVAC CHILLED WATER RISER DIAGRAM 2M405 HVAC HOT WATER RISER DIAGRAM 2M406 HVAC HW/CHW FLOR DIAGRAM 2M501 HVAC DETAILS2M502 HVAC DETAILS2M503 HVAC DETAILS2M601 HVAC SCHEDULES 2M602 HVAC SCHEDULES 2M603 HVAC SCHEDULES 2M604 HVAC AHU SCHEDULE 2M605 HVAC AHU SCHEDULE 2M700 HVAC CONTROLS LEGEND AND ABBREVIATIONS 2M701 HVAC CHILLED WATER CONTROLS 2M702 HVAC HOT WATER PLANT CONTROLS 2M703 HVAC CHILLED BEAM CONTROLS 2M704 HVAC MOTOR VFD & STARTER CONTROLS 2M705 HVAC MISC CONTROLS 2M706 HVAC AHU 1&2 CONTROLS 2M707 HVAC AHU-3 CONTROLS 2M708 HVAC AHU-4 CONTROLS 2M709 HVAC AHU-5 CONTROLS 2M900G1 HVAC LEVEL G SOUTH ZONING PLAN 2M900G2 HVAC LEVEL G NORTH ZONING PLAN 2M901 HVAC LEVEL 1 ZONING PLAN 2M902 HVAC LEVEL 2 ZONING PLAN 2M903 HVAC LEVEL 3 ZONING PLAN 2M904 HVAC LEVEL 4 ZONING PLAN 2ELECTRICALE001 ELECTRICAL LEGEND SHEET 1 2E001-U ELECTRICAL DETAILS - UNDERGROUND 2E002 ELECTRICAL LEGEND SHEET 2 2E100LL-U ELECTRICAL LEVEL LL PLAN - UNDERGROUND 2E101 ELECTRICAL SITE LIGHTING PLAN 2E111 ELECTRICAL SITE POWER PLAN 2E112 ELECTRICAL SITE LIGHTING PART PLANS 2E121 ELECTRICAL SITE DETAILS SHEET 1 2E122 ELECTRICAL SITE DETAILS SHEET 2 2E200G1 ELECTRICAL LIGHTING LEVEL G SOUTH PLAN 2E200G2 ELECTRICAL LIGHTING LEVEL G NORTH PLAN 2E200G-U ELECTRICAL LEVEL G PLAN - UNDERGROUND 2E200LL ELECTRICAL LIGHTING LEVEL LL PLAN 2E201 ELECTRICAL LIGHTING LEVEL 1 PLAN 2E202 ELECTRICAL LIGHTING LEVEL 2 PLAN 2E203 ELECTRICAL LIGHTING LEVEL 3 PLAN 2E204 ELECTRICAL LIGHTING LEVEL 4 PLAN 2E211 ELECTRICAL LIGHTING SECTIONS 2E221 ELECTRICAL LIGHTING PART PLAN SHEET 1 2E222 ELECTRICAL LIGHTING PART PLAN SHEET 2 2E223 ELECTRICAL LIGHTING PART PLAN SHEET 3 2E300LL ELECTRICAL POWER LEVEL LL PLAN 2E300G1 ELECTRICAL POWER LEVEL G SOUTH PLAN 2E300G2 ELECTRICAL POWER LEVEL G NORTH PLAN 2E301 ELECTRICAL POWER LEVEL 1 PLAN 2E302 ELECTRICAL POWER LEVEL 2 PLAN 2E303 ELECTRICAL POWER LEVEL 3 PLAN 2E304 ELECTRICAL POWER LEVEL 4 PLAN 2E305 ELECTRICAL POWER ROOF PLAN 2E310LL ELECTRICAL DISTRIBUTION LEVEL LL PLAN 2E321 ELECTRICAL PARTS PLAN SHEET 1 2E322 ELECTRICAL PARTS PLAN SHEET 2 2E323 ELECTRICAL PARTS PLAN SHEET 3 2E601 SERVICE ONE LINE DIAGRAM 2E602 NORMAL POWER RISER DIAGRAM 2E603 ELECTRICAL POWER RISER DIAGRAM 2E604 GROUNDING ONE LINE DIAGRAM 2E611 LIGHTING CONTROL RISER DIAGRAM SHEET 1 2E612 LIGHTING CONTROL RISER DIAGRAM SHEET 2 2E621 LIGHTING CONTROL INTENT 2E622 LIGHTING CONTROL SCHEDULES 2E701 ELECTRICAL GENERAL SCHEDULES 2E711 ELECTRICAL MECHANICAL EQUIPMENT SCHEDULES 2E721 LIGHTING FIXTURE SCHEDULE 2E731 PANELBOARD SCHEDULES SHEET 1 2E732 PANELBOARD SCHEDULES SHEET 2 2E733 PANELBOARD SCHEDULES SHEET 3 2E734 PANELBOARD SCHEDULES SHEET 4 2E735 PANELBOARD SCHEDULES SHEET 5 2E736 PANELBOARD SCHEDULES SHEET 6 2E801 ELECTRICAL DETAILS SHEET 1 2E802 ELECTRICAL DETAILS SHEET 2 2E803 ELECTRICAL DETAILS SHEET 3 2E804 ELECTRICAL SNOW MELT DETAILS 2NUMBER NAME VOLGENERALG000 COVER1G001 KEY PLAN AND DRAWING LIST 1G002 GENERAL NOTES, ARCH. SYMBOLS & ABBREVIATIONS 1G200 REFERENCE PLANS 1G300 LIFE SAFETY PLANS - I 1G301 LIFE SAFETY PLANS - II 1G302 LIFE SAFETY PLANS - III 1CIVILC-100 NOTES, LEGEND, AND ABBREVIATIONS 1C-200 SITE UTILITY DEMOLITION PLAN 1C-300 EROSION AND SEDIMENTATION CONTROL PLAN 1C-400 ROADWAY LAYOUT MATERIAL PLAN 1C-500 ROADWAY GRADING PLAN 1C-600 SITE UTILITY PLAN 1C-700 DRAIN PLAN & PROFILE 1C-800 DETAILS1C-801 DETAILS1C-802 DETAILS1LANDSCAPEL-000 DEMOLITION & SALVAGE PLAN 1L-100 TREE PROTECTION PLAN 1L-200 MATERIALS AND LAYOUT OVERALL SITE 1L-201 MATERIAL AND LAYOUT KEY PLAN 1L-202 MATERIALS AND LAYOUT AMPHITHEATER 1L-203 MATERIALS AND LAYOUT SUNKEN COURTYARD 1L-204 ENLARGED PLANS SOUTHERN NEILSON 1L-205 ENLARGED PLANS EAST AND WEST NEILSON 1L-300 GRADING PLAN - OVERALL SITE 1L-301 GRADING KEY PLAN 1L-302 GRADING PLAN - AMPHITHEATER 1L-303 GRADING PLAN - SUNKEN COURTYARD 1L-304 ENLARGED PLANS SOUTHERN NEILSON 1L-305 GRADING PLAN EAST AND WEST NEILSON 1L-400 SOILS PLAN1L-500 PLANTING PLAN 1L-501 ROOF PLANTING 1L-600 LANDSCAPE DETAILS 1L-601 LANDSCAPE DETAILS 1L-602 METAL FENCE DETAILS 1L-603 METAL FENCE ELEVATIONS 1L-604 AMPHITHEATER SECTIONS AND DETAILS 1L-605 AMPHITHEATER SECTIONS AND DETAILS CONT. 1L-606 AMPHITHEATER WALL FOOTINGS PLAN 1L-607 AMPHITHEATER WALL ELEVATIONS - A-B-C 1L-608 AMPHITHEATER WALL ELEVATIONS - D-E 1L-609 AMPHITHEATER WALL ELEVATIONS - F-G1-G2 1L-610 SUNKEN COURTYARD SECTIONS AND DETAILS 1L-611 BURTON LAWN ENTRANCE DETAILS 1L-612 NEILSON EAST ENTRANCE DETAILS 1L-613 PLANTING DETAILS 1ARCHITECTUREA10LL LEVEL LL PLAN1A100 G1 LEVEL G PLAN - SOUTH 1A100 G2 LEVEL G PLAN - NORTH 1A101-1 LEVEL 1 PLAN - SOUTH 1A101-2 LEVEL 1 PLAN - NORTH 1A102 LEVEL 2 PLAN1A103 LEVEL 3 PLAN1A104 LEVEL 4 PLAN1A105 ROOF PLAN1A110 BUILDING GEOMETRY PLAN - SOUTH JEWEL BOX 1A111 BUILDING GEOMETRY PLAN - NORTH JEWEL BOX 1A120 ROOF GEOMETRY PLAN - SOUTH JEWEL BOX 1A121 ROOF GEOMETRY PLAN - NORTH JEWEL BOX 1A20LL LEVEL LL REFLECTED CEILING PLAN 1A200 G1 LEVEL G REFLECTED CEILING PLAN - SOUTH 1A200 G2 LEVEL G REFLECTED CEILING PLAN - NORTH 1A201 LEVEL 1 REFLECTED CEILING PLAN 1A202 LEVEL 2 REFLECTED CEILING PLAN 1A203 LEVEL 3 REFLECTED CEILING PLAN 1A204 LEVEL 4 REFLECTED CEILING PLAN 1A300 BUILDING ELEVATIONS 1A301 BUILDING ELEVATIONS 1A302 EXTERIOR VIEWS 1A310 BUILDING SECTIONS 1A311 BUILDING SECTIONS 1A312 BUILDING SECTIONS 1A401 WALL SECTIONS & ENLARGED ELEVATIONS - S JEWEL BOX 1A402 WALL SECTIONS & ENLARGED ELEVATIONS - S JEWEL BOX 1A403 WALL SECTIONS & ENLARGED ELEVATIONS - N JEWEL BOX 1A404 WALL SECTIONS & ENLARGED ELEVATIONS - N JEWEL BOX 1A405 WALL SECTIONS & ENLARGED ELEVATIONS - EXISTING BUILDING 1A406 SECTION THROUGH NORTH JEWEL BOX 1A407 OCULUS ENLARGED PLANS & ELEVATIONS 1A500 TYP. EXTERIOR WALL AND ROOF TYPES 1A510 WATERPROOFING DETAILS 1A520 EXTERIOR PLAN DETAILS 1A521 EXTERIOR PLAN DETAILS 1A522 EXTERIOR PLAN DETAILS 1A530 EXTERIOR SECTION DETAILS 1A531 EXTERIOR SECTION DETAILS 1A532 EXTERIOR SECTION DETAILS 1A533 EXTERIOR SECTION DETAILS 1A534 EXTERIOR SECTION DETAILS 1A550 CURTAINWALL TYPE - SOUTH JEWEL BOX 1A551 CURTAINWALL TYPE - NORTH JEWEL BOX 1A552 CURTAINWALL TYPE 1A553 CURTAINWALL TYPE 1A554 CURTAINWALL DETAILS 1A555 CURTAINWALL TYPICAL DETAILS 1A560 WINDOW SCHEDULE & DETAILS 1A561 EXTERIOR ENTRANCES 1A562 LOUVER SCHEDULE & DETAILS 1A570 ROOF DETAILS1A571 ROOF DETAILS1A572 ROOF DETAILS1A573 ROOF DETAILS1A600 TYPICAL STAIR DETAILS 1A601 STAIR 1 PLANS, SECTIONS, & DETAILS 1A602 STAIR 2 PLANS, SECTIONS, & DETAILS 1A603 STAIR 2 STANDPIPE DETAILS 1A604 STAIR 3 PLANS, SECTIONS AND DETAILS 1A605 STAIR 4 & 5 PLANS & SECTIONS 1A606 STAIR 7 & NORTH JEWEL BOX PLANS, SECTIONS, & ELEVATIONS 1A607 STAIR 8 PLANS, SECTIONS AND DETAILS 1A608 STAIR 6, 11, 12, 13 PLANS, SECTIONS, & ELEVATIONS 1A609 LEVEL 3 RAMP PLANS AND SECTIONS 1A620 ALUMNAE GYM CONNECTING TUNNEL 1A700 ENLARGED TOILET PLANS & ELEVATIONS 1A701 ENLARGED PLANS AND ELEVATIONS 1A702 PIPE GRID LAYOUTS 1A703 ENLARGED PORTAL PLANS 1A800 TYPICAL MOUNTING HEIGHTS 1A801 INTERIOR ELEVATIONS - LEVEL G 1A802 INTERIOR ELEVATIONS - LEVEL G 1A803 INTERIOR ELEVATIONS - LEVEL G 1A804 INTERIOR ELEVATIONS - LEVEL G 1A805 INTERIOR ELEVATIONS - LEVEL G 1A811 INTERIOR ELEVATIONS - LEVEL 1 1A812 INTERIOR ELEVATIONS - LEVEL 1 1A813 INTERIOR ELEVATIONS - LEVEL 1 1A814 INTERIOR ELEVATIONS - LEVEL 1 1A815 INTERIOR ELEVATIONS - LEVEL 1 1A821 INTERIOR ELEVATIONS - LEVEL 2 1A822 INTERIOR ELEVATIONS - LEVEL 2 1A831 INTERIOR ELEVATIONS - LEVEL 3 1A832 INTERIOR ELEVATIONS - LEVEL 3 1A833 INTERIOR ELEVATIONS - LEVEL 3 1A841 INTERIOR ELEVATIONS - LEVEL 4 1A900 PARTITION TYPES AND DETAILS 1A901 TYP. PARTITION DETAILS 1A903 SC PERIMETER DETAILS 1A910 DOOR SCHEDULE 1A911 TYPICAL DOOR & BORROWED LIGHT TYPES & DETAILS 1A912 INTERIOR ALUMINUM FRAMED STOREFRONT DETAILS 1A913 FRAMELESS INTERIOR GLAZING SYSTEM DETAILS 1A921 TYPICAL RAILING DETAILS 1A930 CEILING DETAILS 1A940 INTERIOR MILLWORK DETAILS - TYPICAL 1A941 INTERIOR MILLWORK DETAILS - NOOK PLANS 1A942 INTERIOR MILLWORK DETAILS - READING NOOKS 1A943 INTERIOR MILLWORK DETAILS - WOOD VENEER 1A944 INTERIOR MILLWORK DETAILS - SALVAGED MILLWORK 1A945 INTERIOR MILLWORK DETAILS - SECURE STACKS + LVL 2 SC EXHIBIT 1A950 COMPACT SHELVING PLANS AND SCHEDULE 1A951 FIXED SHELVING PLANS AND SCHEDULE 1A952 COMPACT SHELVING DETAILS 1A960 INTERIOR DETAILS - SLAB EDGE 1A961 INTERIOR DETAILS - OCULUS 1A963 INTERIOR DETAILS - SLAB EDGE 1AF10LL LOWER LEVEL FURNITURE PLAN 1AF100 G1 LEVEL G SOUTH FURNITURE & EQUIPMENT PLAN 1AF100 G2 LEVEL G NORTH FURNITURE PLAN 1AF101 LEVEL 1 FURNITURE & EQUIPMENT PLAN 1AF102 LEVEL 2 FURNITURE & EQUIPMENT PLAN 1AF103 LEVEL 3 FURNITURE & EQUIPMENT PLAN 1AF104 LEVEL 4 FURNITURE & EQUIPMENT PLAN 1AI000 FINISH LEGEND AND SCHEDULE 1AI10LL LOWER LEVEL FINISH PLAN 1AI100 G1 LEVEL G FINISH PLAN - SOUTH 1AI100 G2 LEVEL G FINISH PLAN - NORTH 1AI101 LEVEL 1 FINISH PLAN 1AI102 LEVEL 2 FINISH PLAN 1AI103 LEVEL 3 FINISH PLAN 1AI104 LEVEL 4 FINISH PLAN 1DEMOLITION DRAWINGSNUMBER NAME VOLLANDSCAPED L-100 TREE PROTECTION PLAN 3D L-101 TREE PROTECTION DETAILS 3ARCHITECTUREAD10A LEVEL A DEMOLITION PLAN 3AD10B LEVEL B DEMOLITION PLAN 3AD10C LEVEL C DEMOLITION PLAN 3AD101 LEVEL 1 DEMOLITION PLAN 3AD102 LEVEL 2 DEMOLITION PLAN 3AD103 LEVEL 3 DEMOLITION PLAN 3AD104 LEVEL 4 DEMOLITION PLAN 3AD105 LEVEL 5 DEMOLITION PLAN 3AD106 ROOF DEMOLITION PLAN 3AD301 ELEVATION DEMOLITION 3AD302 ELEVATION DEMOLITION 3AD311 SECTION DEMOLITION 3AD800 INTERIOR DEMOLITION ELEVATIONS 3FIRE PROTECTIONFPD001 FIRE PROTECTION IMPAIRMENT NOTES 3FPD10A LEVEL A FIRE PROTECTION DEMOLITION 3FPD10B LEVEL B FIRE PROTECTION DEMOLITION 3FPD10C LEVEL C FIRE PROTECTION DEMOLITION 3FPD101 LEVEL 1 FIRE PROTECTION DEMOLITION 3FPD102 LEVEL 2 FIRE PROTECTION DEMOLITION 3FPD103 LEVEL 3 FIRE PROTECTION DEMOLITION 3FPD104 LEVEL 4 FIRE PROTECTION DEMOLITION 3FPD105 LEVEL 5 FIRE PROTECTION DEMOLITION 3PLUMBINGPD000 GENERAL NOTES & LEGENDS PLUMBING DEMOLITION 3PD10A LEVEL A PLUMBING DEMOLITION 3PD10B LEVEL B PLUMBING DEMOLITION 3PD10C LEVEL C PLUMBING DEMOLITION 3PD101 LEVEL 1 PLUMBING DEMOLITION 3PD102 LEVEL 2 PLUMBING DEMOLITION 3PD103 LEVEL 3 PLUMBING DEMOLITION 3PD104 LEVEL 4 PLUMBING DEMOLITION 3PD105 LEVEL 5 PLUMBING DEMOLITION 3PD106 ROOF PLUMBING DEMOLITION 3HVACMD001 LEGEND SHEET 1 3MD002 LEGEND SHEET 2 3MD10A LEVEL A HVAC DEMOLITION 3MD10B LEVEL B HVAC DEMOLITION 3MD10C LEVEL C HVAC DEMOLITION 3MD101 LEVEL 1 HVAC DEMOLITION 3MD102 LEVEL 2 HVAC DEMOLITION 3MD103 LEVEL 3 HVAC DEMOLITION 3MD104 LEVEL 4 HVAC DEMOLITION 3MD105 LEVEL 5 HVAC DEMOLITION 3MD106 LEVEL 6 HVAC DEMOLITION 3ELECTRICALED10A LEVEL A ELECTRICAL DEMOLITION 3ED10B LEVEL B ELECTRICAL DEMOLITION 3ED10C LEVEL C ELECTRICAL DEMOLITION 3ED101 LEVEL 1 ELECTRICAL DEMOLITION 3ED102 LEVEL 2 ELECTRICAL DEMOLITION 3ED103 LEVEL 3 ELECTRICAL DEMOLITION 3ED104 LEVEL 4 ELECTRICAL DEMOLITION 3ED105 LEVEL 5 ELECTRICAL DEMOLITION 3ED106 ROOF ELECTRICAL DEMOLITION 3FIRE ALARMFAD001 FIRE ALARM IMPAIRMENT NOTES 3FAD10A LEVEL A FIRE ALARM DEMOLITION 3FAD10B LEVEL B FIRE ALARM DEMOLITION 3FAD10C LEVEL C FIRE ALARM DEMOLITION 3FAD101 LEVEL 1 FIRE ALARM DEMOLITION 3FAD102 LEVEL 2 FIRE ALARM DEMOLITION 3FAD103 LEVEL 3 FIRE ALARM DEMOLITION 3FAD104 LEVEL 4 FIRE ALARM DEMOLITION 3FAD105 LEVEL 5 FIRE ALARM DEMOLITION 3ENABLING DRAWINGSNUMBER NAME VOLCIVILE C-100 NOTES, LEGEND, AND ABBREVIATIONS 3E C-200 SITE UTILITY DEMOLITION AND EROSION CONTROL PLAN 3E C-300 SITE ENABLING UTILITY PLAN 3E C-400 STEAM PLAN & PROFILE 3E C-401 STEAM PLAN & PROFILE 3E C-402 TELECOM PLAN & PROFILE 3E C-403 TELECOM PLAN & PROFILE 3E C-404 ELECTRIC PLAN & PROFILE 3E C-405 CHILLED WATER PLAN & PROFILE 3E C-500 DETAILS3E C-501 DETAILS3LANDSCAPEE L-100 TREE PROTECTION PLAN 3E L-101 TREE PROTECTION DETAILS 3HVACE M-100 HVAC LEGEND AND GENERAL NOTES 3E M-801 HVAC SITE DEMOLITION PLAN 3E M-802 HVAC SITE NEW WORK PLAN 3E M-803 HVAC HATFIELD MECHANICAL ROOM DEMOLITION PLAN 3E M-804 HVAC HATFIELD MECHANICAL ROOM NEW WORK PLAN 3E M-805 HVAC VAULT DETAILS 3E M-806 HVAC TUNNEL DETAILS 3E M-807 HVAC DETAILS3E M-808 HVAC DETAILS3E M-809 HVAC CONTROLS 3E M-810 HVAC SITE ANCHOR LOAD DIAGRAM 3E M-811 HVAC BURIED PIPING PROFILE 3ELECTRICALE E-100 ELECTRICAL LEGEND 3E E-101 EXISTING PARTIAL MEDIUM VOLTAGE ONE-LINE 3E E-102 NEW PARTIAL MEDIUM VOLTAGE ONE-LINE 3E E-110 ELECTRICAL SITE DEMO 3E E-111 ELECTRICAL NEW SITE PLAN 3E E-120 MANHOLE V2 EXISTING 3E E-122 MANHOLE V6 EXISTING 3E E-124 MANHOLE V7 EXISTING 3E E-126 MANHOLE V5A EXISTING 3E E-128 MANHOLE V5 EXISTING 3E E-130 MANHOLE P42 EXISTING 3E E-150 ELECTRICAL HATFIELD MECHANICAL ROOM PLAN 3E E-201 ELECTRICAL SITE DETAILS SHEET 1 3E E-202 ELECTRICAL SITE DETAILS SHEET 2 3NO. DATE DESCRIPTION
FDNOT IN SCOPE AREAMETALSPANDRELPANELEXISTING TO REMAINEXISTING STRUCTURALELEMENT TO REMAINEXISTING TO BE DEMOLISHEDEXISTING DOOR TO REMAINEXISTING DOOR & FRAME TO BE DEMOLISHEDEXISTING CASEWORK SHELVES TO REMAINEXISTING CASEWORK SHELVES TO BE REMOVEDWPELEVATION NUMBERSURFACE MOUNTED FIRE EXTINGUISHERRECESSED FIRE EXTINGUISHER CABINETDRAWING NO. WHERE DRAWNAREA OF ENLARGEMENTFECFEROOM NAMEROOM NUMBERREVISION (CLOUD AROUND ALL REVISIONS)DETAIL OR SECTION NUMBERSIZE DESIGNATORSUBTYPETYPEDRAWING NO. WHERE DRAWNSECTION IDENTIFICATIONELEVATION IDENTIFICATIONDRAWING NUMBER WHERE DRAWNDRAWING NO. (WHERE DETAIL OR SECTION IS DRAWN) (OMIT WHEN ON THE SAME DRAWING)L1DETAIL ELEVATION DESIGNATORROOM IDENTIFICATIONDETAIL / SECTION DESIGNATORDOOR NUMBERINGPARTITION TYPE (SEE DWG A901)BUILDING SECTIONWALL SECTIONBUILDING ELEVATION DESIGNATORROOM ELEVATIONS DESIGNATORIN ROOM ARRANGEMENTS WHERE NECESSARY TO MAKE IT CLEAR, THE FULL NUMBER IS SHOWN.OTHERWISE, THIS IS DOOR NUMBER 204B (SECOND DOOR ENTERING ROOM NO. 204, THIRD DOOR WOULD BE NO. 204C, ETC. THERE IS NO 101"A.")BORROWED LIGHT (SEQUENTIAL NUMBER)SIDELIGHT (PART OF DOOR ASSEMBLY)DOOR ELEVATIONHINGE SIDECURTAIN WALL / WINDOW TYPELOUVER TYPEWORK POINTCOLUMN LINESROOM AREAROOMNAME101150 SF(150 SF)W08BL181A3-0A3112313.1EXPANSION JOINTCONTRACT LIMIT LINEMATCHLINENEW OR FINISHED CONTOURSEXISTING CONTOURSFINISH FLOOR ELEVATION ON PLANS, ELEVATIONS, AND SECTIONSCENTERLINESEISMIC JOINTELEV. 104'-6"7121MATCH LINECONTRACT LIMIT LINESECOND FLOOR &ANDANGLE@ATCENTERLINE ØDIAMETERPERPENDICULAR SQUARE FEET, INCHES #POUND OR NUMBERSECTION DESIGNATORSBRICKVISION GLASSLOUVERSLEAD COATED COPPER ROOFING & WALL PANELSCONCRETEBRICK (COMMON OR FACE)EXISTING STRUCTURESAW CUT CONCRETE PAVINGUSE GROUP HATCHESCONCRETE MASONRY UNITSQUARE CONCRETE PAVERSACOUSTIC TILE OR PANELEARTHROCKPRE-MOLDED FILLERSTEEL(LARGE SCALE)PLYWOOD(LARGE SCALE)WOOD(FINISHED)INSULATION(RIGID)GYPSUM BOARD, PLASTER, SAND, GROUT, & MORTARPARTICLE BOARDALUMINUMINSULATION(SEMI-RIGID)CARPET(LARGE SCALE)WOOD (ROUGH FRAMING, CONTINUOUS MEMBERS)WOOD (BLOCKING, INTERMITTENT MEMBERS)INSULATION (LOOSE OR BATTING)(NO ARROW MEANS THE ELEVATION IS NOT SHOWN)FIRE RATING (IN HOURS)101B101PROGRAMMED ROOM AREA1. CONSTRUCTION IS NEW AND IS TO BE PROVIDE UNDER THIS CONTRACT UNLESS INDICATED AS "EXISTING" OR "RELOCATED" OR "NOT IN CONTRACT."2.DIMENSIONS A. DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTEDB. DIMENSIONS SHOWN ARE NOMINAL FOR MANUFACTURED OR BUILT-IN ELEMENTS. (EXCEPT FOR ROUGH OPENINGS AND ITEMS THAT ARE ON THE CENTERLINE OF COLUMNS.) PROVIDE CONSTRUCTION TOLERANCES AS REQUIRED.C. DIMENSIONS FOR MASONRY ARE NOMINAL UNLESS OTHERWISE INDICATEDD. DIMENSIONS FOR STONEWORK ARE TO FACE OF STONE UNLESSOTHERWISE INDICATED.E. OVERALL JOINT WORK IS TO CENTERLINE OF JOINT UNLESS OTHERWISE INDICATED.F.THE DIMENSION FROM DOOR OPENING TO FACE OF ADJACENT PARTITION OR WALL SHALL BE FOUR INCHES UNLESS OTHERWISE NOTED.G. ON REFLECTING CEILING PLANS, ELEVATIONS ARE ABOVE THE FINISHED FLOOR, UNLESS OTHERWISE INDICATED.3.EQUIPMENT SHOWN ON REFLECTED CEILING PLAN IS INTENDED TO BE CENTERED IN THE TILE OF PANEL UNLESS OTHERWISE INDICATED.4.WHERE WALLS OR PARTITIONS ON EITHER SIDE OF A DOOR ARE SHOWN AS SMOKE OR FIRE RATED, THE WALL OR PARTIOIN OVER THE DOOR SHALL BE RATED TO THE HIGHEST RATING OF THE ADJACENT WALLS & PARTITIONS, AS REQUIRED TO COMPLETE THE ENCLOSURE OR SEPARATION, UNLESS OTHERWISE INDICATED.5.REFERENCES TO DRAWINGS WITHIN THE "A" SERIES OF DRAWINGS MAY NOT USE THE "A" PREFIX, THEREFORE, A REFERENCE TO "301" IS TO "A301."6.THE CONTRACTOR SHALL REMOVE WHATEVER NEEDS TO BE REMOVED TO ACCOMODATE THE WORK. SEE DEMOLITION DRAWINGS.C#A####A####A####A####A####A####A###FLOOR DRAIN - SEE PLUM DWGS2 HR3 HRINDICATES TRAVEL PATHXX'TOTAL TRAVEL DISTANCE TO EXIT FROM START OF EGRESSFIRE RATINGSNON-RATED SMOKE PARTITIONALL DOORS IN 2 HR RATED SHAFTS TO BE 1 1/2 HR LABELEDRECESSED FIRE EXTINGUISHER CABINETFECFIRE EXTINGUISHERSOCCUPANT LOADS & EGRESS PATHROOM NAMEB418 SF5100 SF OCCUPANCY TYPEACTUAL SFOCCUPANT LOAD FACTOROCCUPANT COUNTDOOR #MAX OCC #USED OCC #DOOR EXIT WIDTH2 HR INTUMESCENT PAINT AT EXPOSED STEELGENERAL NOTESARCH INDICATOR LINES / SYMBOLSDEMOLITION SYMBOLSLIFE SAFETY SYMBOLS ARCH STANDARD SYMBOLSARCH PLAN / DETAIL MATERIALS SYMBOLSEXTERIOR MATERIAL SYMBOLSARCHITECTURAL ABBREVIATIONSARCH DETAIL SYMBOLSARCH ABBREVIATIONSRM ROOMRO ROUGH OPENINGRT RUBBER TILERWL RAINWATER LEADERSSOUTHS PLAST SOLID PLASTICSAB SOUND ATTENUATION BLANKETSCD SEAT COVER DISPENSERSCHED SCHEDULESCR SHOWER CURTAIN RODSCRN SCREENSD SOAP DISPENSERSDL SIDELIGHTSEAL SEALANTSECT SECTIONSFF SPRAY FOAM SEALANTSG SPANDREL GLASSSH SHELF, -VINGSHT SHEETSHTHG SHEATHINGSHWR SHOWERSIL SILICONESIM SIMILARSJ SEISMIC JOINTSL SLIDE, -INGSND SANITARY NAPKIN DISPENSERSNR SANITARY NAPKIN RECEPTACLESPAN SPANDRELSPEC SPECIFICATION (S)SPF SPRAY POLYURETHANE FOAMSPK SPEAKERSPR SINGLE-PLY ROOFINGSQ SQUARESRAB SHEET RUBBERIZED ASPHALT BARRIERSSK SERVICE SINKSSM SOLID SURFACING MATERIALSST, SS STAINLESS STEELSTA STATIONSTC SOUND TRANSMISSION CLASSSTD STANDARDSTL STEELSTOR STORAGESTR, STRL STRUCTURE, STRUCTURALSUSP SUSPENDEDSVT SOLID VINYL TILESYM SYMMETRY, -IC(AL)SYS SYSTEMT TEL/DATA OUTLETTTREADT COMP TOILET COMPARTMENTT STAT THERMOSTATT&B TOP AND BOTTOMT&G TONGUE AND GROOVETB TOWEL BARTBB TILE BACKIER BOARDTC TERRA COTTATEL TELEPHONETER TERRAZZOTERM TERMINATIONTGL TEMPERED GLASSTH THERMALTHK THICK, -NESSTHR, THRES THRESHOLDTHRU THROUGHTKBD TACKBOARDTLT TOILETTME TO MATCH EXISTINGTOC TOP OF CONCRETE, CURBTOF TOP OF FOOTINGTOP TOP OF PAVEMENTTOS TOP OF STEELTOW TOP OF WALLTPD TOILET PAPER DISPENSER/HOLDERTPO THERMOPLASTIC POLYOLEFINTPTN TOILET PARTITIONTR TRANSOMTRANS, TPT TRANSPARENTTS TUBULAR STEELTSL TOP OF SLABTV TELEVISIONTYP TYPICALUC UNDER CABINETUCL UNDER CABINET LIGHTUD UNIT DIMENSIONUL UNDERWRITERS' LABORATORIESUN-GL UNGLAZEDUND UNDERCUTUNF UNFINISHEDUNO UNLESS NOTED OTHERWISEUON UNLESS OTHERWISE NOTEDUR URINALV-BAR VAPOR BARRIERVB VINYL BASEVCT VINYL COMPOSITION TILEVENT VENTILATORVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVNR VENEERVP VENEER PLASTERWWESTWWIDTHW-RECPT WASTE RECEPTACLEW/ WITHW/O WITHOUTWB WOOD BASEWC WATER CLOSETWD WOODWDW WINDOWWF WIDE FLANGEWG WIRED GLASSWM WIRE MESHWM CAB WARMING CABINETWP WATERPROOF, -INGWP/C WATERPROOFING, CRYSTALLINEWP/CS WATERPROOFING, COMPOSITE SHEETWP/TS WATERPROOFING, THERMOPLASTIC SHEETWPT WORKING POINTWR WATER RESISTANTWSCT WAINSCOTWT WEIGHTWWF WELDED WIRE FABRICXPS EXTRUDED POLYSTYRENE INSULATIONARCH ABBREVIATIONSGFCB GROUND FACE CONCRETE BLOCKGFI GROUND FAULT INTERRUPTERGFRC GLASS FIBER REINFORCED CONCRETEGFRG GLASS FIBER REINFORCED GYPSUMGFRP GLASS FIBER REINFORCED POLYESTERGJ GROUNDING JACKGL GLASS, GLAZING, GLAZEDGLF GLASS FIBERGND GROUNDGR, GD GRADE, -INGGVB GYPSUM VENEER BASEGWB GYPSUM BOARDGYP GYPSUMHHIGHH-STAT HUMIDISTATHB HOSE BIBHC HANDICAP, -PEDHD HEAD, HIGH DENSITYHDWD HARDWOODHDWE HARDWAREHGT, HT HEIGHTHM HOLLOW METALHOR, HORIZ HORIZONTALHP HIGH POINTHR HANDRAIL, HOURHSS HOLLOW STEEL SHAPEHVAC HUMIDISTATHVAC HEATING, VENTILATING, AIR CONDITIONINGICE ICE MACHINEID INSIDE DIAMETERIGU INSULATING GLASS UNITINCL INCLUDE, -D, -INGINSUL INSULATE, -ION, -D, -INGINT INTERIORINTUM INTUMESCENTINV INVERTIPP ISOLATED POWER PANELIPS INSIDE PIPE SIZEIR IMPACT RESISTANTJT JOINTKIT KITCHENKPL KICKPLATELAB LABORATORYLAM LAMINATELAV LAVATORYLB, LAG LAG BOLTLC LEAD-COATEDLCC LEAD-COATED COPPERLGL LAMINATED GLASSLL LOOSE LINTELLMS LIMESTONELNTL LINTELLP LIGHTPROOFLPT LOW POINTLS LIGHT SWITCHLT LIGHTLVL LEVELLVR LOUVERM METER, -SMACH MACHINEMAS MASONRYMAT, MATL MATERIAL, -SMAX MAXIMUMMBD MAKERBOARDMBU MODIFIED BITUMINOUS UNDERLAYMENTMC MEDICINE CABINETMDF MEDIUM DENSITY FIBERBOARDMDO MEDIUM DESNSITY OVERLAYMECH MECHANIC, -ALMED MEDIUMMEMB MEMBRANEMET METAL, -LICMFD MANUFACTUREDMFR MANUFACTURERMH MANHOLEMICRO MICROWAVEMIN MINIMUMMIR MIRRORMIR-F MIRROR, FRAMEDMISC MISCELLANEOUSMLDG MOLDINGMM MILLIMETER, -SMO MASONRY OPENINGMOD MODULARMON MONITORMOP36 MOP HOLDER WITH LENGTH IN INCHESMOS MOSAICMOV MOVEABLEMR MOP RECEPTORMRB MARBLEMTD MOUNT, -EDMTL METALMULL MULLIONNNORTHNA NOT APPLICABLENAT NATURALNIC NOT IN CONTRACTNO, # NUMBERNOM NOMINALNTS NOT TO SCALEOAUD OVERALL UNIT DIMENSIONOC ON CENTEROD OUTSIDE DIAMETEROFCI OWNER FURNISHED/CONTRACTOR INSTALLEDOFF OFFICEOFI OWNER FURNISHED & INSTALLEDOH OPPOSITE HANDOP OPAQUEOPG, OPNG OPENINGOPP OPPOSITEOPR OPERABLE, OPERATEDOS OVERFLOW SCUPPEROSB ORIENTED STRANDBOARDOVHD OVERHEADOZ OUNCEPART BD PARTICLE BOARDPATT PATTERNPC PRECAST CONCRETEPCF POUNDS PER CUBIC FEETPCP PORTLAND CEMENT PLASTERPE PORCELAIN ENAMELPED PEDESTALPERF PERFORATE, -DPFS PREFORMED FOAM SEALANTPJS PREFORMED JOINT SEALANTPL PLATEPLAM PLASTIC LAMINATEPLAS PLASTERPLYWD PLYWOODPNL PANELPNT, P PAINT, -EDPORC PORCELAINPOS POSTITIONPREFAB PREFABRICATE, -DPRINT PRINTERPROT PROTECTIVE, -IONPT POINTPTD PAPER TOWEL DISPENSERPTD/R PTD AND RECEPTACLEPTN PARTITIONPTR PAPER TOWEL RECEPTACLEPTUBE PNEUMATIC TUBEPVMT PAVEMENTQT QUARRY TILER RECEPTACLER RISERR (E) RECEPTACLE; ON EMERGENCY CIRCUITR (S) RECEPTACLE; SPECIAL USER (TV) RECEPTACLE; TVRA RELIEVING ANGLERAD RADIUSRAD COV RADIATOR COVERRB RUBBER BASERBR RUBBERRBT RABBET, REBATERCP REFLECTED CEILING PLANRD ROOF DRAINREF REFERENCEREFL REFLECT, -ED, -IVE, -ORREFR REFRIGERATORREG REGISTERREINF REINFORCEREM REMOVEREQD REQUIREDRESIL RESILIENTRESIN RESINOUSRESIST RESISTANTREV REVISERFG ROOFINGRH ROBE HOOKRLV RELIEVEARCH ABBREVIATIONSAAIRA/C AIR CONDITIONINGA/VB AIR & VAPOR BARRIERAB ANCHOR BOLT, AIR BARRIERABBREV ABBREVIATIONABTS AIR BARRIER TRANSITION STRIPACOUST ACOUSTICAL (CEILING TILE OR PANEL)ACT ACOUSTICAL TREATMENT (CEILING TILE ORPANEL)AD AREA DRAINADD ADDENDUMADH ADHESIVEADJ ADJUSTABLEAFF ABOVE FINISH FLOORAGGR AGGREGATEAL, ALUM ALUMINUMALT ALTERNATEANC ANCHORANOD ANODIZEDANT ANTENNAAP ANNUNCIATOR PANELAPPROX APPROXIMATEARB ABUSE RESISTANT BOARDARCH ARCHITECT, -URALASPH ASPHALTASR ASHPHALT SHINGLE ROOFAWP ACOUSTICAL WALL PANELBAR BARRIERBB BULLETIN BOARDBCS BABY CHANGING STATIONBD BOARDBETW BETWEENBIT, BITUM BITUMINOUSBL BORROWED LIGHTBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBM BEAMBOC BOTTOM OF CURBBOF BOTTOM OF FOOTINGBOT BOTTOMBR BUMPER RAILBRG BEARINGBRKT BRACKETBSMT BASEMENTBUR BUILT-UP ROOF, -INGBW BOTH WAYSC CHANNEL (PRECEDED BY DEPTH & FOLLOWEDBY WT)C TO C CENTER TO CENTERC, CRS COURSE(S)C-TERM COMPUTER TERMINALCAB CABINETCARD CARD READERCB CATCH BASINCBU CEMENTIOUS BACKER UNITSCCTV CLOSED CIRCUIT TVCDM CAVITY DRAINAGE MESHCEM CEMENTCER CERAMICCFL COUNTER FLASHCFLG COUNTER FLASHINGCFMF COLD FORMED METAL FRAMINGCG CORNER GUARDCH COAT HOOKCHBD CHALKBOARDCI CAST IRONCJ CONTROL JOINTCL CENTERLINECLG CEILINGCLO CLOSETCLOS CLOSURECLR CLEAR, -ANCECM CENTIMETERCMU CONCRETE MASONRY UNITCNCL CONCEAL, -EDCNTR COUNTERCOL COLUMNCOMB COMBINATIONCOMP COMPRESS, -IBLECOMPO COMPOSITIONCONC CONCRETECONF CONFERENCECONN CONNECTIONCONST,CONSTRCONSTRUCTIONCONT CONTINUE, -OUSCORR CORRIDORCOV'D COVEREDCPT, CARP CARPETCSB CASING BEADCSMT CASEMENTCT CERAMIC TILECTR CENTERCTSK COUNTERSINK, SUNKCUTR CURTAIN TRACKCW CURTAIN WALLD DEPTH, DEEPDBL DOUBLEDEFL DEFLECTIONDEMO DEMOLISH, DEMOLITIONDEP, DEPR DEPRESSEDDEPT DEPARTMENTDES DESIGNDET, DTL DETAILDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDISP DISPENSERDN DOWNDP DAMPPROOFINGDR DOOR, DRAINDS DOWNSPOUTDW DUMBWAITERDWG DRAWINGDWR DRAWERE EASTEA EACHEB EXPANSION BOLTEFS EXTERIOR FINISH SYSTEMEG END GUARDEIFS EXTERIOR INSULATION AND FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATOREMER EMERGENCYENCL ENCLOSE, -UREEOS EDGE OF SLABEP ELECTRICAL PANELEPS EXPANDED POLYSTYRENEEQ EQUALEQUIP EQUIPMENTEW EACH WAYEWC ELECTRIC WATER COOLER, EPOXY WALLCOATINGEX, (E) EXISTINGEXP EXPOSEDEXT EXTERIORFA FIRE ALARMFAB FABRICATEFB FLAT BARFBD FIBERBOARDFBO FURNISHED BY OWNERFBR FIBERFCO FLOOR CLEANOUTFD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISHED FLOORFG, FGL FIBERGLASSFHC FIRE HOSE CABINETFIL FILLERFIN FINISHFIXT FIXTUREFLASH FLASHINGFLR, FL FLOOR, -INGFLUOR FLUORESCENTFOC FACE OF CONCRETEFOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUDSFP FIREPROOF, -INGFR FRAME, -D, -INGFRT FIRE RETARDANTFS FULL SIZEFSTNR FASTENERFSTOP FIRESTOP, -PINGFT FOOTFTG FOOTINGFURR FURRED, -INGFUT FUTUREGA GAUGEGAL, GALV GALVANIZEDGB24 GRAB BAR W/ LENGTH IN INCHESLIBRARY ABBREVIATIONSDFS DOUBLE FACE SECTION (SHELVING)SFS SINGLE FACE SHELVING (SHELVING)THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:45:55 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000G002GENERAL NOTES, ARCH.SYMBOLS & ABBREVIATIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETNO. DATE DESCRIPTION
UPUPUPDNDNUPUPUPUPDNCDNUPUPDNDNCCUPUPDNCCCCUPUPUPDNCCUPDNDNDN2314925AHALUMNAE GYMNASIUM(ABOVE)NEILSON LIBRARY1/A10LLC301K25.4NJB-29NJB-3025.922.921.321.420.118.918.717.717.416.116.213.814.114.213.513.413.112.310.49.92314928ADHAG-13AG-1AG-GAG-AALUMNAE GYMNASIUMNEILSON LIBRARY1/A100 G11/A100 G2MATCHLINEC1KWRIGHT HALL25.4NJB-29NJB-3025.922.921.321.420.118.918.717.717.416.116.213.814.114.213.513.413.112.310.49.92314928AHAG-13AG-1AG-GAG-AALUMNAE GYMNASIUMNEILSON LIBRARYEXTERIOR COURTYARD1/A101-1OPEN TO BELOWC1/A101-21KWRIGHT HALLMATCHLINE25.4NJB-29NJB-3025.922.921.321.420.118.918.717.717.416.116.213.814.114.213.513.413.112.310.49.92314928AHAG-13AG-1AG-GAG-AOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWALUMNAE GYMNASIUMNEILSON LIBRARY1/A102OPEN TO BELOWC1KWRIGHT HALL25.4NJB-29NJB-3025.922.921.321.420.118.918.717.717.416.116.213.814.114.213.513.413.112.310.49.92314928AHAG-13AG-1AG-GAG-AALUMNAE GYMNASIUMNEILSON LIBRARY1/A103OPEN TO BELOWC1KWRIGHT HALL25.4NJB-29NJB-3025.922.921.321.420.118.918.717.717.416.116.213.814.114.213.513.413.112.310.49.92314928AHAG-13AG-1AG-GAG-AALUMNAE GYMNASIUMNEILSON LIBRARY1/A104C1KF.9WRIGHT HALL25.4NJB-29NJB-3025.922.921.321.420.118.918.717.717.416.116.213.814.114.213.513.413.112.310.49.9SCALE 1/32" = 1'-0"LEVEL LL - REFERENCE PLAN1SCALE 1/32" = 1'-0"LEVEL G - REFERENCE PLAN2SCALE 1/32" = 1'-0"LEVEL 1 - REFERENCE PLAN3SCALE 1/32" = 1'-0"LEVEL 2 - REFERENCE PLAN4SCALE 1/32" = 1'-0"LEVEL 3 - REFERENCE PLAN5SCALE 1/32" = 1'-0"LEVEL 4 - REFERENCE PLAN6THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/32" = 1'-0"4/6/2018 12:47:49 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000G200REFERENCE PLANSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETNO. DATE DESCRIPTION
UPUPUPUPUPDNDNUPUP94 SFBOFFICE100 SF193 SFBCOLLAB ROOM100 SF1102 SFBOFFICE100 SF2101 SFBOFFICE100 SF2829 SFA-3OPEN COLLAB20 SF423,325 SFA-3DIGITAL MEDIA HUB0 SF1253,345 SFSSC SECURE STACKS300 SF93,303 SFSSC SECURE STACKS300 SF1280 SFSTELECOM300 SF1121 SFSELEC300 SF13,934 SFA-3MAIN HALL0 SF75733 SFBCENTRAL SERVICE POINT SUPPORT100 SF8WOMENSUNKENCOURTYARD73 SFSJANITOR300 SF1113 SFBCOLLAB ROOM20 SF6270 SFBCOMPUTER CLASSROOM20 SF14268 SFBMEDIA PRODUCTION STUDIO20 SF147,490 SFSGENERAL COLLECTIONS300 SF25FA. CL25 SFSPRE ACTION300 SF1OPEN TO ABOVEELEVATOR1ELEVATOR364 SFSTELECOM300 SF1STAIR 2STAIR 166 SFSELEVATOR CONTROL ROOM300 SF1CODE- omit -ACCESSORY (STOR, MECH)ASSEMBLY wo FIXED SEATS - STANDING SPACEASSEMBLY wo FIXED SEATS - TABLES AND CHAIRSBUSINESS - CLASSROOMBUSINESS AREASLIBRARY - READING ROOMS113 SFBMEDIA PRODUCTION STUDIO (SELF SERVE)20 SF6SOUTHENTRYSOUTHENTRYSOUTHENTRYVESTIBULEELEVATOR4399 SFA-3CENTRAL SERVICE POINT0 SF5966 SFBSTAFF WORKROOM100 SF10SCSECURECORR.824 SFSBOILER ROOM300 SF3104 SFBCOLLAB ROOM20 SF61,274 SFA-3OPEN READING50 SF27STAIR 3(OCULUS)WESTVESTIBULE105 SFBCOLLAB ROOM100 SF2933 SFSMECHANICAL300 SF4DOOR = 006 EXMAX =434pUSED = 150pMAX =440pUSED=150p77 SFSELEVATOR CONTROL300 SF154 SFBOFFICE100 SF167 SFBOFFICE100 SF167 SFBOFFICE100 SF168 SFBOFFICE100 SF146 SFBSTORAGE100 SF194 SFBOFFICE100 SF11,027 SFBTLR CLASSROOM20 SF52151 SFBCOLLAB ROOM20 SF839 SFA-3PHONE15 SF344 SFA-3PHONE15 SF3CLOSETAV CL.T002MENDROP DOWN GATE (AFTER HOURS)FECFECFECEXIT = 007V.EXEXIT = ST002MAX =220pUSED = 75p222'-11"MAX = 440pUSED = 150pELECELEVATOR2196' - 5 1/2"6 5 ' - 1 1 "DELUGE SPRINKLERS AT 2HR GLASS WALL111EXTENTS OF BUILDING FOOTPRINT ABOVESTAIR 4ELEVATOR4287 SFSEMERGENCY ELECTRICAL300 SF1EXIT = ST L04MAX =260pUSED = 18p47 SFSELEVATOR CONTROL ROOM300 SF11,286 SFSMAIN ELECTRICAL ROOM300 SF5AREAWAYLADDER TO GRADE826 SFA-3LOWER LOBBY0 SF1594 SFSBLDG STORAGE300 SF163 SFSELEC300 SF167 SFSELEC300 SF13,216 SFSMECHANICAL300 SF11FEC68'-2"EXIT = L01.1MAX =494pUSED = 18pDOOR = L04 EXMAX =620pUSED = 18p4' - 0"2 HR3 HRINDICATES TRAVEL PATHXX'TOTAL TRAVEL DISTANCE TO EXIT FROM START OF EGRESSFIRE RATINGSNON-RATED SMOKE PARTITIONALL DOORS IN 2 HR RATED SHAFTS TO BE 1 1/2 HR LABELEDRECESSED FIRE EXTINGUISHER CABINETFECFIRE EXTINGUISHERSOCCUPANT LOADS & EGRESS PATHROOM NAMEB418 SF5100 SF OCCUPANCY TYPEACTUAL SFOCCUPANT LOAD FACTOROCCUPANT COUNTDOOR #MAX OCC #USED OCC #DOOR EXIT WIDTH2 HR INTUMESCENT PAINT AT EXPOSED STEELNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 5:59:41 PMC:\2017 Revit Locals\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set_GJimmie2.rvt4786.000G300LIFE SAFETY PLANS - ISMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3/32" = 1'-0"LEVEL G LIFE SAFETY PLAN2SCALE 3/32" = 1'-0"LEVEL LL LIFE SAFETY PLAN1APPLICABLE CODES• ACCESSIBILITY– MASSACHUSETTS ARCHITECTURAL ACCESS BOARD, 521 CMR AND THE AMERICANS WITH DISABILITIES ACT GUIDELINES (ADAAG).• BUILDING– MASSACHUSETTS STATE BUILDING CODE, MSBC (780 CMR) 9TH EDITION. 780 CMR IS AN AMENDED VERSION OF THE 2015 INTERNATIONAL BUILDING CODE. 780 CMR ADOPTS AND AMENDS THE 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) IN PLACE OF IBC CHAPTER 34.• ELECTRICAL– MASSACHUSETTS ELECTRICAL CODE, 527 CMR §12.00. THE MASSACHUSETTS ELECTRICAL CODE IS AN AMENDED VERSION OF THE 2017 NATIONAL ELECTRIC CODE (NFPA 70).• ELEVATORS– MASSACHUSETTS ELEVATOR REGULATIONS, 524 CMR. THE MASSACHUSETTS ELEVATOR CODE IS AN AMENDED VERSION OF THE 2004 EDITION OF ASME A17.1, SAFETY CODE FOR ELEVATORS AND ESCALATORS.• ENERGY– MASSACHUSETTS STRETCH ENERGY CODE WHICH ADOPTS AND AMENDS THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)• FIRE PROTECTION - MASSACHUSETTS FIRE PRECENTION REGULATIONS, 527 CMR, WHICH ADOPTS AND AMENDS NFPA 1, 2015 EDITION.• MECHANICAL– INTERNATIONAL MECHANICAL CODE, 2015 (IMC).• PLUMBING– MASSACHUSETTS FUEL GAS AND PLUMBING CODES, 248 CMR.CODE(ROOM) - OCCUPANCY LOADS - LEVELS LL & GNUMUSE GROUPNET ORGROSSAREA LOAD FACTOROCCUPANCYLOADKEYOCCUPANCYNAMELEVEL LLL01 ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 LOWER LOBBY NET 826 SF 0 SF 15L01A ACCESSORY (STOR, MECH) S ELEC GROSS 67 SF 300 SF 1L01B ACCESSORY (STOR, MECH) S ELEC GROSS 63 SF 300 SF 1L01C ACCESSORY (STOR, MECH) S BLDG STORAGE GROSS 94 SF 300 SF 1L02 ACCESSORY (STOR, MECH) S MECHANICAL GROSS 3,216 SF 300 SF 11L03 ACCESSORY (STOR, MECH) S MAIN ELECTRICAL ROOM GROSS 1,286 SF 300 SF 5L05 ACCESSORY (STOR, MECH) S EMERGENCY ELECTRICAL GROSS 287 SF 300 SF 1L06 ACCESSORY (STOR, MECH) S ELEVATOR CONTROLROOMGROSS 47 SF 300 SF 15,886 SF 36LEVEL G001 ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 MAIN HALL NET 3,934 SF 0 SF 75001A ACCESSORY (STOR, MECH) STELECOM GROSS 80 SF 300 SF 1001B ACCESSORY (STOR, MECH) S ELEC GROSS 121 SF 300 SF 1001C ACCESSORY (STOR, MECH) S PRE ACTION GROSS 25 SF 300 SF 1001D ASSEMBLY wo FIXED SEATS- STANDING SPACEA-3 CENTRAL SERVICE POINT NET 399 SF 0 SF 5001E ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 PHONE NET 44 SF 15 SF 3001G ACCESSORY (STOR, MECH) S ELEC GROSS 7 SF 300 SF 1002 ACCESSORY (STOR, MECH) S BOILER ROOM GROSS 824 SF 300 SF 3003 ACCESSORY (STOR, MECH) S SC SECURE STACKS GROSS 3,303 SF 300 SF 12003A ACCESSORY (STOR, MECH) S ELEVATOR CONTROL GROSS 77 SF 300 SF 1004 BUSINESS AREAS B CENTRAL SERVICE POINTSUPPORTGROSS 733 SF 100 SF 8005 ACCESSORY (STOR, MECH) S SC SECURE STACKS GROSS 3,345 SF 300 SF 9009 BUSINESS AREAS B STAFF WORKROOM GROSS 966 SF 100 SF 10009A BUSINESS AREAS B OFFICE GROSS 101 SF 100 SF 2009B BUSINESS AREAS B COLLAB ROOM GROSS 105 SF 100 SF 2009C BUSINESS AREAS B OFFICE GROSS 102 SF 100 SF 2009D BUSINESS AREAS B COLLAB ROOM GROSS 93 SF 100 SF 1009E BUSINESS AREAS B OFFICE GROSS 94 SF 100 SF 1009F BUSINESS AREAS B STORAGE GROSS 46 SF 100 SF 1009G BUSINESS AREAS B OFFICE GROSS 94 SF 100 SF 1009H BUSINESS AREAS B OFFICE GROSS 54 SF 100 SF 1009J BUSINESS AREAS B OFFICE GROSS 67 SF 100 SF 1009K BUSINESS AREAS B OFFICE GROSS 67 SF 100 SF 1009L BUSINESS AREAS B OFFICE GROSS 68 SF 100 SF 1010 ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 OPEN COLLAB NET 829 SF 20 SF 42010A BUSINESS - CLASSROOM B COLLAB ROOM NET 151 SF 20 SF 8010B ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 PHONE NET 39 SF 15 SF 3011 BUSINESS - CLASSROOM B TLR CLASSROOM NET 1,027 SF 20 SF 52012 ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 DIGITAL MEDIA HUB NET 3,325 SF 0 SF 125012A BUSINESS - CLASSROOM B MEDIA PRODUCTIONSTUDIO (SELF SERVE)NET 113 SF 20 SF 6012B BUSINESS - CLASSROOM B MEDIA PRODUCTIONSTUDIONET 268 SF 20 SF 14012C ACCESSORY (STOR, MECH) S TELECOM GROSS 64 SF 300 SF 1012D BUSINESS - CLASSROOM B COMPUTER CLASSROOM NET 270 SF 20 SF 14012E BUSINESS - CLASSROOM B COLLAB ROOM NET 113 SF 20 SF 6012F BUSINESS - CLASSROOM B COLLAB ROOM NET 104 SF 20 SF 6012G ACCESSORY (STOR, MECH) S JANITOR GROSS 73 SF 300 SF 1012H ACCESSORY (STOR, MECH) S ELEVATOR CONTROLROOMGROSS 66 SF 300 SF 1014 ACCESSORY (STOR, MECH) S MECHANICAL GROSS 933 SF 300 SF 4015 ACCESSORY (STOR, MECH) S GENERAL COLLECTIONS GROSS 7,490 SF 300 SF 25015A LIBRARY - READING ROOMS A-3 OPEN READING NET 1,274 SF 50 SF 2730,889SF479NOT TO SCALESYMBOLS - LIFE SAFETYCONSTRUCTION TYPE 1BBUILDING ELEMENTPRIMARY STRUCTURAL FRAMEBEARING WALLSEXTERIORINTERIORNONBEARING EXTERIOR WALLS AND PARTITIONSNONBEARING INTERIOR WALLS AND PARITITONSFLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERSROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERSRATING2HR2HR2HRSEE MSBC TABLE 6020HR2HR1HRBUILDING ELEMENTEMERGENCY ELECTRICAL ROOMSELEVATOR MACHINE ROOMSELEVATOR SHAFTSSHAFTS AND STAIR ENCLOSURESRATING2HR2HR2HR2HRBUSINESS AREA - CLASSROOMNO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
UPUPDNCUPUPDNDNOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWFIREALARMOPEN TO BELOWOPEN TO BELOW4,417 SFA-3READING ROOM50 SF891,452 SFA-3NC HUB - ACADEMIC SUCCESS0 SF30STAIR 2ELEVATOR1ELEVATOR3STAIR 1186 SFBSC OFFICE100 SF22,914 SFBSC WORKROOM100 SF301,904 SFSSC SECURE STACKS300 SF7131 SFSELEC300 SF187 SFSTELECOM300 SF1734 SFA-3SC EXHIBIT0 SF1528 SF- omit -PRE ACTION300 SF1323 SFBCAVERNO20 SF17CLOSELY SPACED SPRINKLERS AND DRAFT STOP AT BUTT GLAZED GLASS PARTITIONCLOSELY SPACED SPRINKLERS AT BUTT GLAZED GLASS PARTITIONEXIT = ST202MAX =220pUSED = 112p245 SFA-3REFLECTION ROOM0 SF10496 SFBSEMINAR ROOM50 SF1125 SFSSTORAGE300 SF1GNTOILETROOM108 SFBSC OFFICE100 SF2151 SFBSC OFFICE100 SF2202 SFBSC SHARED OFFICE100 SF3SCSECUREHALL29 SFA-3PHONE15 SF2FEC208'-6"OCULUSOPEN TO BELOW1114 SFBOFFICE100 SF263 SFBOFFICE100 SF1121 SFBGROUP STUDY20 SF774 SFBGROUP STUDY20 SF41,512 SFA-3NC HUB - TLR AND ACADEMIC SUCCESS20 SF76129 SFBASSISTIVE TECH20 SF7524 SFBSEMINAR ROOM20 SF271,006 SFBCONWAY CENTER20 SF511,683 SFBBROWSING ROOM CLASSROOM20 SF85211 SFKITCHENCAFE SERVICE200 SF2538 SFBSERVICE POINT SUPPORT100 SF6325 SFBCONWAY - SHARED OFFICE100 SF4131 SFSELEC.300 SF187 SFSTELECOM300 SF1EASTVESTIBULEEASTENTRY4,241 SFA-3MAIN HALL0 SF5078 SFSCAFE SUPPORT300 SF11,898 SFSSC SECURE STACKS300 SF7FIREALARM29 SFSPRE ACTION300 SF1OPEN TO BELOWELEVATOR22,876 SFBSC - COLLECTIONS WORKROOM100 SF29LINE OF EXT. WALL BELOW516 SFA-3MAIN SERVICE POINT0 SF6177 SFBSC OFFICE100 SF2230 SFBLIBRARY ADMINISTRATION100 SF3286 SFBOFFICE - DEAN OF LIBRARIES100 SF3W/GNTOILETROOMM/GNTOILETROOMEXITPASSAGEWAYSTAIR 258 SFBCONWAY - OFFICE100 SF158 SFBCONWAY - OFFICE100 SF1STAIR 1ELEVATOR1ELEVATOR3EXTENT OF BUILDING FOOTPRINT BELOW GRADEEXTERIOR COURTYARD BELOWEXIT = 109.2 EXDOOR = 111MAX =490pUSED = 180pEXIT = ?MAX =?pUSED = ?pMONUMENTAL STAIR - NOT FOR EGRESSSTAIR 3DELUGE SPRINKLERS AT 2 HR GLASS WALLCODE- omit -ACCESSORY (STOR, MECH)ASSEMBLY wo FIXED SEATS - STANDING SPACEASSEMBLY wo FIXED SEATS - TABLES AND CHAIRSBUSINESS - CLASSROOMBUSINESS AREASKITCHEN/COMMERCIALDOOR = 108 EXMAX =440pUSED=40pMAX =220pUSED=50pMAX =440pUSED=440pEXIT 010V EXMAX =600pUSED=180pSCSECUREHALL94 SFBOFFICE100 SF197 SFBGROUP STUDY20 SF558 SFBCONWAY - OFFICE100 SF158 SFBCONWAY - OFFICE100 SF1AV CL.STORAV CL.M/GNTOILETROOM26 SFSJANITOR300 SF1STORAGE/AV36 SFA-3PHONE15 SF336 SFA-3PHONE15 SF382 SFBGROUP STUDY20 SF5114 SFBOFFICE100 SF278 SFBOFFICE100 SF156 SFBOFFICE100 SF186 SFBOFFICE100 SF1101GLOCKERS611 SFA-3CAFE SEATING15 SF41145 SFBSC OFFICE100 SF2112 SFBSC OFFICE100 SF2201 SFBSC DIGITIZATION100 SF3FECFECFEC184'-3"DN186'-6"EXIT = 102 EXMAX =260pUSED = 43p86' - 9 1/2"39' - 9"103' - 6"34' - 6"12 HR3 HRINDICATES TRAVEL PATHXX'TOTAL TRAVEL DISTANCE TO EXIT FROM START OF EGRESSFIRE RATINGSNON-RATED SMOKE PARTITIONALL DOORS IN 2 HR RATED SHAFTS TO BE 1 1/2 HR LABELEDRECESSED FIRE EXTINGUISHER CABINETFECFIRE EXTINGUISHERSOCCUPANT LOADS & EGRESS PATHROOM NAMEB418 SF5100 SF OCCUPANCY TYPEACTUAL SFOCCUPANT LOAD FACTOROCCUPANT COUNTDOOR #MAX OCC #USED OCC #DOOR EXIT WIDTH2 HR INTUMESCENT PAINT AT EXPOSED STEELNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 6:01:34 PMC:\2017 Revit Locals\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set_GJimmie2.rvt4786.000G301LIFE SAFETY PLANS - IISMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3/32" = 1'-0"LEVEL 2 LIFE SAFETY PLAN1SCALE 3/32" = 1'-0"LEVEL 1 LIFE SAFETY PLAN2CODE(ROOM) - OCCUPANCY LOADS - LEVELS 1 & 2NUMUSE GROUPNET ORGROSSAREALOADFACTOROCCUPANCYLOADKEYOCCUPANCYNAMELEVEL 1101 ASSEMBLY wo FIXED SEATS- STANDING SPACEA-3 MAIN HALL NET 4,241 SF 0 SF 50101A ACCESSORY (STOR, MECH) STELECOM GROSS 87 SF 300 SF 1101B ACCESSORY (STOR, MECH) S ELEC. GROSS 131 SF 300 SF 1101C ACCESSORY (STOR, MECH) S PRE ACTION GROSS 29 SF 300 SF 1101D ASSEMBLY wo FIXED SEATS- STANDING SPACEA-3 MAIN SERVICE POINT NET 516 SF 0 SF 6101E ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 PHONE NET 36 SF 15 SF 3101H ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 CAFE SEATING NET 611 SF 15 SF 41102 BUSINESS - CLASSROOM B BROWSING ROOMCLASSROOMNET 1,683 SF 20 SF 85103 BUSINESS - CLASSROOM B CONWAY CENTER NET 1,006 SF 20 SF 51103A BUSINESS AREASB CONWAY - SHAREDOFFICEGROSS 325 SF 100 SF 4103B BUSINESS AREAS B CONWAY - OFFICE GROSS 58 SF 100 SF 1103C BUSINESS AREAS B CONWAY - OFFICE GROSS 58 SF 100 SF 1103E BUSINESS AREAS B CONWAY - OFFICE GROSS 58 SF 100 SF 1103F BUSINESS AREAS B CONWAY - OFFICE GROSS 58 SF 100 SF 1104 BUSINESS AREAS B SERVICE POINT SUPPORT GROSS 538 SF 100 SF 6104A BUSINESS AREAS B OFFICE GROSS 94 SF 100 SF 1104B BUSINESS - CLASSROOM B GROUP STUDY NET 97 SF 20 SF 5105 ACCESSORY (STOR, MECH) S SC SECURE STACKS GROSS 1,898 SF 300 SF 7106 BUSINESS AREAS B SC - COLLECTIONSWORKROOMGROSS 2,876 SF 100 SF 29106A BUSINESS AREAS B SC DIGITIZATION GROSS 201 SF 100 SF 3106B BUSINESS AREAS B SC OFFICE GROSS 112 SF 100 SF 2106C BUSINESS AREAS B SC OFFICE GROSS 145 SF 100 SF 2106D BUSINESS AREAS B SC OFFICE GROSS 177 SF 100 SF 2107 BUSINESS AREAS B LIBRARY ADMINISTRATION GROSS 230 SF 100 SF 3107A BUSINESS AREAS B OFFICE GROSS 56 SF 100 SF 1107B BUSINESS AREAS B OFFICE GROSS 78 SF 100 SF 1107C BUSINESS AREAS B OFFICE - DEAN OFLIBRARIESGROSS 286 SF 100 SF 3107D BUSINESS AREAS B OFFICE GROSS 63 SF 100 SF 1108 ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 NC HUB - TLR ANDACADEMIC SUCCESSNET 1,512 SF 20 SF 76108A BUSINESS - CLASSROOM B GROUP STUDY NET 121 SF 20 SF 7108B BUSINESS - CLASSROOM B GROUP STUDY NET 82 SF 20 SF 5108C BUSINESS AREAS B OFFICE GROSS 86 SF 100 SF 1108D BUSINESS AREAS B OFFICE GROSS 114 SF 100 SF 2108E BUSINESS AREAS B OFFICE GROSS 114 SF 100 SF 2108F BUSINESS - CLASSROOM B SEMINAR ROOM NET 524 SF 20 SF 27108H BUSINESS - CLASSROOM B ASSISTIVE TECH NET 129 SF 20 SF 7108J BUSINESS - CLASSROOM B GROUP STUDY NET 74 SF 20 SF 4108K ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 PHONE NET 36 SF 15 SF 3109A ACCESSORY (STOR, MECH) SJANITOR GROSS 26 SF 300 SF 1110A LIBRARY - READING ROOMS A-3 READING ROOM NET 2,128 SF 50 SF 37110B KITCHEN/COMMERCIAL KITCHENCAFE SERVICE GROSS 211 SF 200 SF 2110C ACCESSORY (STOR, MECH) S CAFE SUPPORT GROSS 78 SF 300 SF 120,983SF488LEVEL 2201A ACCESSORY (STOR, MECH) STELECOM GROSS 87 SF 300 SF 1201B ACCESSORY (STOR, MECH) S ELEC GROSS 131 SF 300 SF 1201G ACCESSORY (STOR, MECH) S ELEC GROSS 8 SF 300 SF 1204 ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 SC EXHIBIT NET 734 SF 0 SF 15205 ACCESSORY (STOR, MECH) S SC SECURE STACKS GROSS 1,904 SF 300 SF 7205A BUSINESS AREAS B VEST GROSS 87 SF 100 SF 1206 BUSINESS AREAS B SC WORKROOM GROSS 2,914 SF 100 SF 30206A BUSINESS AREAS B SC SHARED OFFICE GROSS 202 SF 100 SF 3206B BUSINESS AREAS B SC OFFICE GROSS 108 SF 100 SF 2206C BUSINESS AREAS B SC OFFICE GROSS 151 SF 100 SF 2206D BUSINESS AREAS B SC OFFICE GROSS 186 SF 100 SF 2208 ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 NC HUB - ACADEMICSUCCESSNET 1,452 SF 0 SF 30208A ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 REFLECTION ROOM NET 245 SF 0 SF 10208B BUSINESS - CLASSROOM B CAVERNO NET 323 SF 20 SF 17208C ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 PHONE NET 29 SF 15 SF 2209 BUSINESS - CLASSROOM B SEMINAR ROOM NET 496 SF 50 SF 11209A ACCESSORY (STOR, MECH) SSTORAGE GROSS 25 SF 300 SF 1210 LIBRARY - READING ROOMS A-3 READING ROOM NET 4,417 SF 50 SF 8913,499SF225NOT TO SCALESYMBOLS - LIFE SAFETYNO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
DNDNDNUPDNEXTERIORTERRACE4,109 SFA-3ROOFTOP READING ROOM5 SF42018 SF- omit -TELECOM300 SF1OCULUSOPEN TO BELOW377 SFKITCHENCATERING PREP200 SF25,336 SFSMECHANICAL ROOM300 SF18CLOSELY SPACED SPRINKLERS AT BUTT GLAZED GLASS PARTITION440 OCCUPANTS MAX (PER EGRESS LIMIT)265 OCCUPANTS NON-FIXED TABLESPORTION OF INTERIOR OCCUPANTS ALLOWED ON TERRACE (NOT FOR SIMULTAENOUS USE):270 OCCUPANTS ELEVATOR3STAIR 1STAIR 2EXIT = ST402MAX =220pUSED = 220pEXIT = ST401MAX =220pUSED = 220pELEVATOR2WOMENMENAVCLOSET10 SF- omit -FIRE ALARM300 SF117 SF- omit -ELEC300 SF177'-10"FECFEC169' - 0"84' - 7"115' 2" CLOSELY SPACED SPRINKLERS AND DRAFT STOP AT BUTT GLAZED GLASS PARTITION586 SFBSTAFF ROOM100 SF6206 SFBCOLLAB ROOM20 SF111,096 SFBSPECIAL COLLECTIONS CLASSROOM0 SF482,358 SFA-3COLLOCOTT READING RM50 SF49115 SFBGROUP STUDY20 SF6215 SFBCOLLAB ROOM20 SF11272 SFBEXHIBIT AND RARE BOOK PREP100 SF381 SFSTELECOM300 SF1133 SFSELEC300 SF1149 SFBCONSULT100 SF2110 SFBCONSULT100 SF21,897 SFSSC SECURE STACKS300 SF7618 SFBSC CLASSROOM100 SF7WOMENMEN/GN202 SFBSC MEETING ROOM100 SF3115 SFBGROUP STUDY20 SF6FIREALARM28 SF- omit -PRE ACTION300 SF11,537 SFA-3SPECIAL COLLECTIONS READING ROOM50 SF31699 SFBSPECIAL COLLECTIONS ENTRY100 SF7710 SFBSC STAFF WORKROOM100 SF85,264 SFA-3OPEN READING ROOM50 SF103120 SFBOFFICE - D&A100 SF2461 SFBINTER LIBRARY LOAN100 SF5164 SFA-3MEETING ROOM15 SF11104 SFBOFFICE - D&A100 SF2119 SFBOFFICE - D&A100 SF262 SFSSTORAGE300 SF1STAIR 1ELEVATOR1ELEVATOR3STAIR 2CLOSELY SPACED SPRINKLERS AT BUTT GLAZED GLASS PARTITIONOPEN TO BELOWOCULUSOPEN TO BELOWEXIT = ST302MAX =220pUSED = 220pCODE- omit -ACCESSORY (STOR, MECH)ASSEMBLY wo FIXED SEATS - STANDING SPACEASSEMBLY wo FIXED SEATS - TABLES AND CHAIRSBUSINESS - CLASSROOMBUSINESS AREASLIBRARY - READING ROOMSVESTSCSECUREHALL59 SFBPHONE (ADA)100 SF144 SFA-3PHONE15 SF31,932 SFBDISCOVERY & ACCESS100 SF20ELEVATOR2201 SFBSC SMALL GROUP ROOM100 SF3FECFEC186'-6"ELEC4,022 SFA-3MAIN HALL0 SF70* OCCUPANT LOAD BASED ON PROGRAM USE87'-1"12 HR3 HRINDICATES TRAVEL PATHXX'TOTAL TRAVEL DISTANCE TO EXIT FROM START OF EGRESSFIRE RATINGSNON-RATED SMOKE PARTITIONALL DOORS IN 2 HR RATED SHAFTS TO BE 1 1/2 HR LABELEDRECESSED FIRE EXTINGUISHER CABINETFECFIRE EXTINGUISHERSOCCUPANT LOADS & EGRESS PATHROOM NAMEB418 SF5100 SF OCCUPANCY TYPEACTUAL SFOCCUPANT LOAD FACTOROCCUPANT COUNTDOOR #MAX OCC #USED OCC #DOOR EXIT WIDTH2 HR INTUMESCENT PAINT AT EXPOSED STEELNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 6:03:14 PMC:\2017 Revit Locals\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set_GJimmie2.rvt4786.000G302LIFE SAFETY PLANS - IIISMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3/32" = 1'-0"LEVEL 4 LIFE SAFETY PLAN1SCALE 3/32" = 1'-0"LEVEL 3 LIFE SAFETY PLAN2CODE(ROOM) - OCCUPANCY LOADS - LEVELS 3 & 4NUMUSE GROUPNET ORGROSSAREALOADFACTOROCCUPANCYLOADKEYOCCUPANCYNAMELEVEL 3301 ASSEMBLY wo FIXED SEATS- STANDING SPACEA-3 MAIN HALL NET 4,022 SF 0 SF 70301A ACCESSORY (STOR, MECH) STELECOM GROSS 81 SF 300 SF 1301B ACCESSORY (STOR, MECH) S ELEC GROSS 133 SF 300 SF 1301D ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 PHONE NET 44 SF 15 SF 3301E BUSINESS - CLASSROOM B GROUP STUDY NET 115 SF 20 SF 6301F BUSINESS - CLASSROOM B GROUP STUDY NET 115 SF 20 SF 6302 LIBRARY - READING ROOMS A-3 COLLOCOTT READING RM NET 2,358 SF 50 SF 49303 BUSINESS - CLASSROOM B SPECIAL COLLECTIONSCLASSROOMNET 1,096 SF 0 SF 48304 BUSINESS AREAS B SC CLASSROOM GROSS 618 SF 100 SF 7304A BUSINESS AREAS B EXHIBIT AND RARE BOOKPREPGROSS 272 SF 100 SF 3305 ACCESSORY (STOR, MECH) S SC SECURE STACKS GROSS 1,897 SF 300 SF 7306 BUSINESS AREAS B SC STAFF WORKROOM GROSS 710 SF 100 SF 8307 LIBRARY - READING ROOMS A-3 SPECIAL COLLECTIONSREADING ROOMNET 1,537 SF 50 SF 31307A BUSINESS AREAS B SC SMALL GROUP ROOM GROSS 201 SF 100 SF 3307B BUSINESS AREAS B SC MEETING ROOM GROSS 202 SF 100 SF 3307C BUSINESS AREAS B CONSULT GROSS 110 SF 100 SF 2307D BUSINESS AREAS B CONSULT GROSS 149 SF 100 SF 2308 BUSINESS AREAS B SPECIAL COLLECTIONSENTRYGROSS 699 SF 100 SF 7309 BUSINESS AREAS B DISCOVERY & ACCESS GROSS 1,932 SF 100 SF 20309A ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 MEETING ROOM NET 164 SF 15 SF 11309C BUSINESS AREAS B INTER LIBRARY LOAN GROSS 461 SF 100 SF 5309D BUSINESS AREAS B OFFICE - D&A GROSS 119 SF 100 SF 2309E BUSINESS AREAS B OFFICE - D&A GROSS 120 SF 100 SF 2309F BUSINESS AREAS B STAFF ROOM GROSS 586 SF 100 SF 6309G ACCESSORY (STOR, MECH) SSTORAGE GROSS 62 SF 300 SF 1309H BUSINESS AREAS B OFFICE - D&A GROSS 104 SF 100 SF 2309J BUSINESS AREAS B PHONE (ADA) GROSS 59 SF 100 SF 1310 LIBRARY - READING ROOMS A-3 OPEN READING ROOM NET 5,264 SF 50 SF 103310B BUSINESS - CLASSROOM B COLLAB ROOM NET 206 SF 20 SF 11310C BUSINESS - CLASSROOM B COLLAB ROOM NET 215 SF 20 SF 1123,650SF432LEVEL 4401 ASSEMBLY wo FIXED SEATS- STANDING SPACEA-3 ROOFTOP READING ROOM NET 4,109 SF 5 SF 420402 ACCESSORY (STOR, MECH) S MECHANICAL ROOM GROSS 5,336 SF 300 SF 18403 KITCHEN/COMMERCIAL KITCHENCATERING PREP GROSS 377 SF 200 SF 29,822 SF 440NOT TO SCALESYMBOLS - LIFE SAFETYNO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
UPUPDNNEW CONCRETE WALLS AT AREAWAYGENERAL NOTES1., NOTE: ALL STRUCTURAL STEEL IS TO BE COATED WITH FIREPROOFING AS SPECIFIED, TO ACHIEVE TWO HOUR FIRE RESISTANCE PER UL. ALL EXPOSED STEEL IS TO BE COATED WITH INTUMESCENT COATING TO ACHIEVE THE TWO HOUR FIRE RESISTANCE PER UL. ALL FLOOR SLABS IF REQUIRED, ARE TO BE COATED WITH FIRE PROOFING COATING TO ACHIEVE TWO HOUR FIRE RESISTANCE PER UL, AND ALL ROOF DECKS ARE TO BE COATED WITH FIRE PROOFING TO ACHIEVE 1 HOUR FIRE RESISTANCE, EXCEPT FOR TOP OF ELEVATORS WHICH MUST ACHIEVE 2HR.2. DIMENSIONS ADDED TO 1/8" FLOOR PLANS2329282726252422AD1A4023A401A300AG4L03MAIN ELECTRICALROOMEF2A3122A312EXTERIOR WALL ABOVEST L04STAIR 4EL L04ELEVATOR 4160' - 0"C3010' - 2"14' - 3"14' - 0"13' - 7"14' - 3 3/8"5' - 8 3/4"ST L04L06L02.2ELEVATORCONTROLROOML06L03.1L03.2NEW AREAWAY FOR AIR EXHAUST, EGRESS, AND EQUIPMENT REPLACEMENT2'X6' EXHAUST LOUVER OVER DOOR OPENING. 15' - 6"A6051L05EMERGENCYELECTRICALL05EL L04L01CLIMIT OF ARCH SCOPEGALV. STEELFIXED LADDER FOR EGRESSBUILDING FOOTPRINT ABOVE16' - 7 1/8"35' - 3 5/8"40' - 3 1/4"L04 EXEDGE OF GALV. STEEL GRATE ABOVE2A3-02A6202A6203A6203A6201A6201A6206A6205A6207A620AD300AG15A5103A510F.910A8-210A8-210A8-210A8-2L01.110A8-21' - 6"L02MECHANICALL01LOWER LOBBYL01CBLDG STORAGE165' - 0"165' - 10"4A5318A5107' - 0"1A3-02A3-0ALIGN10A8-210A8-210A8-210A8-25' - 6"8' - 8"7' - 4"2' - 8 1/4"5' - 2"5' - 6"A5201215' - 0"28' - 0"EMERGENCY GENERATORSKYLIGHT ABOVESKYLIGHT ABOVE159' - 5"9A5308A5339A5339' - 0"9' - 6"7' - 0"112' X 2' X 2' SUMP PIT, COORD. W/ STRUCTURAL, PLUMBING, AND ELEVATOR12' X 2' X 3' SUMP PIT, COORD. W/ STRUCTURAL AND PLUMBING1ALIGN CMU WALL WITH FACE OF CONCRETE COLUMN9A3-0L01BL01A2A3102A3102A3-09A1-015' - 4"CR2222222222EQUIPMENT PAD - SEE MEP AND STRUCTURAL DWGS FOR ADDITIONAL INFORMATION, TYP220' - 0"8' - 0"16' - 7 1/8"24' - 0 7/8"11' - 2 3/4"40' - 3 1/4"STAIR 5162' - 6"162' - 6"6' - 9 1/2"10' - 0"30' - 0"FECAREAWAY222L01BELECL01AELEC2NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 11:52:58 AMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A10LLLEVEL LL PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL LL PLAN1GENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.2NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #22 03/23/18 PACKAGE 4 - ADDENDUM #1
CC292827262524ADHAG-12A3102A310GEFCD.1B30ACT-19' - 0"GWB9' - 0"GWB9' - 0"L03MAIN ELECTRICALROOMST L04STAIR 4EL L04ELEVATOR 4L06ELEVATOR CONTROLROOML05EMERGENCYELECTRICALACOUSTIC DOUBLE LAYER PLASTERBOARD DROP CEILING WITH FIBERGLASS & SPRING HANGERS IN AREA BELOW SOUTH JEWEL BOX6A6205A6207A62027.125.7D.7E.125.3F.9J.5A.54A5319A530ISO13' - 3"GWB7' - 4"L01LOWER LOBBYL01CBLDG STORAGEL02MECHANICALL01AELECL01BELECV-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1 V-1V-1 V-1 V-1 V-1 V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1GWB10' - 0"3' - 0"TA-4 TA-4 TA-4 TA-4 TA-4TA-4 TA-4 TA-4 TA-4TA-4 TA-4 TA-4 TA-4 TA-4TA-4 TA-4 TA-4 TA-4 TA-4SKYLIGHT ABOVETA-4TA-4TA-4TA-4EQEQEQEQTA-4TA-4TA-4TA-4SKYLIGHT ABOVE1A930TYPTA-4AREAWAYISO13' - 3"GWBLIMIT OF ARCH SCOPEISO13' - 3"25.4ELEVATION TAKEN FROM RAMP HIGHEST LANDING (AT ALUMNAE GYM ENTRY)12A90325.9EQEQFULL TILEEQEQ2' - 0"1RCP GENERAL NOTES1. PATTERNS USED TO INDICATE CEILING MATERIALS ARE FOR GRAPHIC DESIGNATION ONLY AND DO NOT RELATE TO MATERIAL SIZE OR INSTALLATION DIRECTION. REFER TO FINISH SCHEDULE AND SPECIFICATIONS FOR FURTHER INFORMATION.2. LIGHTING TYPES AND LOCATION SHOWN FOR REFERENCE/COORDINATION PURPOSES ONLY. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR FINAL TYPES AND QUANTITIES.3. REFFER TO AND COORDINATE W. MEP DRAWINGS FOR ADDITIONAL INFORMATION. MEP ITEMS SHOWN FOR ILLUSTRATIVE AND COORDINATION PURPOSES ONLY.4. ALL CEILING MOUNTED DEVICES, INCLUDING BUT NOT LIMITED T OSPRINKLER HEADS, RECESSED LIGHTS, SMOKE DETECTORS, ETC. WHICH OCCUR IN ACT GRIDS SHALL BE CENTERED IN CEILING TILE U.N.O.5. CEILING SUBCONTRACTOR SHALL PROVIDE APPROPRIATE BLOCKING AND TEES FOR ALL CEILING MOUNTED EQUIPMENT, INCLUDING BUT NOT LIMITED T OMECHANICAL GRILLESS, ELECTRICAL FIZTURES, CURTAIN TRACKS.6. PROVIDE ACCESS PANELS IN GWB CEILNG AS REQUIRED BY MEP. COORDINATE FINAL LOCATIONS WIT HARCHITECT PRIOR TO INSTALLATION.ELEVATIONS ARE ABOVE FINISH FLOOR U.N.O.RCP LEGENDACT-1ACOUSTIC CEILING TILE - 2 x 6 CONCEALED SPLINESEE SPECIFICATIONSGENERAL NOTES AND LEGEND APPLIES TO ALL A200 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.ACT-2ACOUSTIC CEILING TILE - 2 x 2 LAY-INSEE SPECIFICATIONSACT-3ACOUSTIC PLASTER CEILINGSEE SPECIFICATIONSGWBEXP - NO CEILING - PAINT ALL EXPOSED ELEMENTS AND PROVIDE SPRAY FIBER INSULATION (ACOUSTIC TREATMENT) AT BOTTOM OF EXPOSED DECKNO CEILING / REFER TO FINISH SCHEDULECEILING MOUNTED SECURITY CAMERA - SHOWN FOR REFERENCE ONLY. COORDINATE FINAL LOCATIONS AND REQUIREMENTS WITH SECURITY CONSULTANT.APACCESS PANEL - SHOWN FOR REFERENCE ONLY. COORDINATE NEED FOR ADDITIONAL ACCESS PANELS WITH OVERHEAD UTILITIES AND FINAL LOCATIONS TO BE REVIEWED BY ARCHITECT.WDWOOD VENEER PANELINGTYP. DOWNLIGHT - SEE ELEC DWGSTYP. LINEAR LIGHT FIXTURE - SEE ELEC DWGSTYP. 2" LINEAR DIFFUSER, SEE MEP.TYP. SQUARE DIFFUSER, SEE MEP.ROLLER SHADE, SINGLE - SEE SPECIFICATIONSROLLER SHADE, DUAL - SEE SPECIFICATIONSROLLER SHADE, DUAL MOTORIZED - SEE SPECIFICATIONSSUSPENDED FABRIC WRAPPED ACOUSTIC CLG PANEL - SEE SPEC. COORD FWAL DIMS + LOCATION W/ MEP IN EXPOSED CLGFWPTYP. LINEAR FIXTURE STRIP LIGHT ARM MOUNTED TO BOOKCASE -COORDINATE QTY AND MOUNTING W/ MILLWORK SECTIONSTPISO ACOUSTIC ISOLATION CEILING (ABOVE FINISH CEILING)WT-1WT-2WT-3NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:02:53 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A20LLLEVEL LL REFLECTEDCEILING PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL LL12NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #12 3/27/18 PACKAGE 4 - ADDENDUM #2
UPUPUPUPUPDNFDFDFDFDFDDNWALL TYPE-3 UP TO GRADEWALL TYPE-3 UP TO GRADEWALL TYPE-3 UP TO GRADEWALL TYPE-9WALL TYPE-6WALL TYPE-9WALL TYPE-9CONC. FOUNDATION WALL232120191817161514131211109829282726252422ADD.9F.3HJA3002A3001A3012E.54A4053A403009GOFFICE009STAFF WORKROOMCOLLABROOM009DOFFICE009COFFICE009A010OPEN COLLAB005SC SECURE STACKS001ATELECOM001MAIN HALL013SUNKENCOURTYARD1A405COLLABROOM012E012DCOMPUTERCLASSROOM012BMEDIA PRODUCTIONSTUDIO015GENERALCOLLECTIONSEL004ELEVATOR 4001FFA. CL001CPRE ACTIONA5205A5204A52012A4054A4036A4031A4043A4021A4023A4015A4012A401D.43A3123A312OPEN TO ABOVEEL001ELEVATOR 1EL003ELEVATOR 3012CTELECOMST002STAIR 2ST001STAIR 1W-4177' - 6"MATCHLINEGD.3C.924.328.4D.8EFE.713.61A3111A3112A3122A312A8031CA8058ELEVATORCONTROLROOM012HA5206A5209D.1177' - 6"BE.3SEE A100 G217.815.813.9E.625.520.521.219.415.717.5012DIGITAL MEDIA HUB007SOUTH ENTRYCOLLABROOM009B012AMEDIA PRODUCTIONSTUDIO (SELFSERVE)T001WOMEN015AOPEN READING010VWEST VESTIBULEST003STAIR 3 (OCULUS)005ASC SECURE CORR.009B009A009C009D010V010012H012F015001FEL002001A001BST001001C006 EXEL004011.2A3013A3011A30142A3112A3111A3121A3121A3101A310G.6A6011A6021A6051A6081003SC SECURE STACKS001BELECAREAWAY BELOWT001COLLABROOM012FA7001ADD ALT7A4-29A6-09A6-09A6-09A6-09A6-09D6-010A8-210A8-P9A6-09A6-09A6-0VAPOR BARRIER AT SC SECURE STACKS PERIMETER1A6-0002A802005EXTENTS OF LEVEL LL BELOWST004STAIR 4002BOILER ROOMEL003EL001MATCHLINESEE A100 G29A3-010A8-210A8-P007VSOUTH ENTRYVESTIBULEVAPOR BARRIER AT SC SECURE STACKS PERIMETER AT INT. WALLS013.1 EXEL002ELEVATOR 21079REMOVABLE GRATE, SEE LANDSCAPE DWGS4' - 1 3/8"1023A80512A8036A8021211179' - 0"K26.527.127.325.7D.7E.125.324.5COLLABROOM010AA8041A80464531A406007V.EX012GJANITORT002MENT002012GJ.5A.5009FSTORAGE009EOFFICE011ACLOSET009F009.2009.1011TLR CLASSROOM010A011A2A6-2004CENTRAL SERVICEPOINT SUPPORT011B011BAV CL.004.1012D012B.1011.1007V012.210A8-2004.2001DCENTRAL SERVICEPOINT012C005AS004SHAFTS003SHAFTS009SHAFT006CORR009HOFFICE009JOFFICE009KOFFICE009LOFFICE009E009G009H009L012E3' - 0"4A5312A6-22E6-22E6-02A6-22A3-02A6-22E6-29A6-02E6-29A6-09E6-09E3-09D2-09D3-01A3-0P2A6-02A6-09A6-02A6-02A6-02A6-02A6-01A6-01A6-01A6-02A6-09A6-09A3-09A6-09A6-09A6-01A6-01A6-01A6-02A3-22A3-21A6-01D6-09D6-01A6-09A6-09A6-0ALIGN9A6-09A6-01A6-01A6-09A6-09A6-01D6-01D6-01A6-01A6-01A6-01D6-01D6-01D6-01D6-09A3-01D6-01D6-09A3-09A3-09A6-0009J009K1D6-01D6-01D6-09A3-09A3-01A6-01A6-01A6-09A6-09A6-09A6-09A6-01A6-010A8-210A8-210A8-210A8-21C3-01C3-07A6-29E6-0ST002012B.2012A1A530SIM9A51026.6A55239A3-0A6061A8021234A8025678A80299A6-0A80349A6-09A6-02' X 2' X 2' SUMP PIT, COORD. W/ STRUCTURAL, PLUMBING, AND ELEVATOR12' X 2' X 2' SUMP PIT1A8041098715' - 6"1001EPHONE010BPHONE001E010BA8053456INTAKE LOUVERS - 11' - 6" HIGH X 4' - 2" WIDE W/ BLANK-OFF PANEL(10' - 6" HIGH X 4' - 2" WIDE OPENING)A80511121314ELEVATORCONTROL003A003.1003A001G001GELECIN GRADE LIGHT FIXTURES BELOW STAIR -SEE ELEC DWGSA6045OPENING IN STRUCTURAL SLAB BELOW RAMP AT STAIR - REFER TO STR DWGS175' - 11"175' - 11"STAIR 7175' - 11"JEWEL BOX ABOVE175' - 11"EXTENTS OF LEVEL LL BELOWJEWEL BOX ABOVELANDSCAPE SKYLIGHT9A530175' - 11"175' - 11"015AA52171' - 2"7A606ST0032A6-01A6-02A6-072"X72"WHISPERBOOTH - SEESPEC.COORDINATEFINALREQUIREMENTS(POWER, DATA,LIGHTING) ANDLAYOUT WITHOWNERMILLWORK WV WALLS AT CARROL SEATINGA5225SIM25.4176' - 1"20' - 0"14' - 3"14' - 0"13' - 7"15' - 4"14' - 3 3/8"5' - 8 3/4"20' - 4 3/8"13' - 0 3/4"15' - 1 3/4"12' - 0"19' - 0"11' - 6 1/4"19' - 4 3/8"4' - 2 3/8"31' - 7"5' - 11 3/8"11' - 8"5' - 6 5/8"14' - 0 1/8"10' - 9 7/8"10' - 9 1/4"9' - 2 3/4"10' - 11 1/8"2' - 3"1' - 1"6' - 4 3/8"7 1/2"7' - 0"9"5' - 5 7/8"1' - 8 1/8"3 7/8"2' - 8 5/8"2' - 7 1/2"7' - 10 5/8"2' - 8 3/8"4' - 9"14' - 3 3/8"9"2' - 2 1/4"3' - 1 3/4"3' - 6 5/8"9' - 1 1/8"5"10' - 3 1/4"4' - 10 1/2"4' - 9 7/8"1' - 6 1/2"1' - 6 1/2"9"10' - 4 1/8"1' - 11 5/8"2' - 2 5/8"15' - 2 1/8"11"1' - 3 3/4"11' - 5 1/4"4' - 2 3/4"1' - 0"11' - 1 5/8"1' - 6 5/8"28' - 11 5/8"9' - 3 5/8"1' - 8"8' - 2"40' - 8"11' - 2 3/4"1' - 10"38' - 5 1/4"10' - 4 7/8"18' - 6 3/4"6"4' - 10 1/4"1' - 11 7/8"6 1/4"3' - 6 5/8"5' - 2 1/8"2' - 9"5' - 5"2 5/8"1' - 5 1/4"4' - 7 7/8"2' - 10 1/8"10 7/8"8' - 3"1' - 4 3/8"4' - 8 3/4"1' - 8 3/8"10' - 10 1/4"12' - 1 7/8"26' - 3 3/8"003.2?1E6-0175' - 11"FECCRCRCRCRCRCRCR2HINGED ACCESS HATCH IN STEEL GRATE AS REQ'DSTAIR 61' - 0 1/4"93' - 8"12' - 10"8' - 4 1/2"8' - 5 1/4"11' - 5 1/4"1' - 7 1/2"8' - 0"3' - 3 1/2"18' - 5"3' - 3 1/2"3' - 9 3/4"1' - 7 1/2"1' - 5"3' - 1"8' - 9"2' - 10 1/2"12' - 9"1' - 7"12' - 9"1' - 7"5' - 4 1/2"7' - 6 1/4"1' - 2"1' - 0"7' - 6 1/4"4' - 5 1/2"9' - 2 1/8"EQEQEQVIF6' - 8 1/4"14' - 0 3/4"6' - 0"9' - 2 3/4"9' - 8 3/4"10' - 0 1/4"14' - 0"10' - 10 1/4"2' - 0"EQEQ5' - 0"2' - 9"2' - 9"2' - 9"5' - 10 1/4"6' - 0"6' - 0"7' - 9 5/8"14' - 1"27' - 9 1/2"8' - 1 1/2"4' - 6 3/4"6' - 2 1/4"9"10' - 8 1/4"3' - 3 1/4"5' - 9 1/4"9" 5' - 5 1/4"7' - 2 1/2"26' - 3 3/4"12' - 6 1/2"1' - 7"3' - 5 1/4"9"2A9411A9035TYP2222A7033A7032A70311' - 9"1' - 9"9"4' - 0 1/2"1' - 6 3/4"18' - 0"VIF4' - 5 3/8"21' - 1 1/4"1' - 9"1' - 9"5' - 8"1' - 0"1' - 9"18' - 0"5' - 0"1' - 9"1' - 2 1/2"7 1/2"11"10' - 4 1/4"11"1' - 0"7 1/2"12A90321A913A561627A56111A90312A903TYP23A91323A91311A9031' - 11"14' - 11 1/8"A9133TYPALIGN25.9222.97 5/8"21.321.420.118.918.77 1/2"1' - 11 1/2"9' - 5"17.717.416.116.23' - 0"2' - 7 5/8"5' - 10 5/8"13.814.114.23' - 7 3/4"4"2 5/8"13.513.413.112.33' - 10 3/8"2' - 1"10.49.92' - 3 5/8"1' - 11 3/8"2A9454A53422' - 1"3' - 6 1/2"2' - 4"3' - 5"3' - 4 1/2"4' - 11 1/2"6' - 6"2' - 2 3/4"1' - 10"2' - 3"CUSTOM MILLWORK BANQUETTE SEATING - TABLE TO HAVE SOLID WOOD TOP AND SINGLE STEEL POST LEG - FLOATING BENCH SEATING TO HAVE UP HOLSTERED CUSHION4 1/2"11' - 5 7/8"A9534TYP3A945TYP1A945TYPEQEQEQ2226"2' - 6"11"6"2' - 0"11' - 7"EQEQ1' - 3"3' - 0 1/2"222WOOD VENEER SLAT WALL - TYPOF EXTERIOR DOORCOMPACT SHELVING TYP.REF. TO SHEET A950 AND A9522?1' - 10"ALIGN9E6-09E6-09E6-09E6-0A9033TYP2ALIGN1' - 1 3/4"11 3/4"9E6-0ALIGN222A5501A5504A5521122GENERAL NOTES1., NOTE: ALL STRUCTURAL STEEL IS TO BE COATED WITH FIREPROOFING AS SPECIFIED, TO ACHIEVE TWO HOUR FIRE RESISTANCE PER UL. ALL EXPOSED STEEL IS TO BE COATED WITH INTUMESCENT COATING TO ACHIEVE THE TWO HOUR FIRE RESISTANCE PER UL. ALL FLOOR SLABS IF REQUIRED, ARE TO BE COATED WITH FIRE PROOFING COATING TO ACHIEVE TWO HOUR FIRE RESISTANCE PER UL, AND ALL ROOF DECKS ARE TO BE COATED WITH FIRE PROOFING TO ACHIEVE 1 HOUR FIRE RESISTANCE, EXCEPT FOR TOP OF ELEVATORS WHICH MUST ACHIEVE 2HR.2. DIMENSIONS ADDED TO 1/8" FLOOR PLANSNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 11:53:34 AMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A100 G1LEVEL G PLAN - SOUTHSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL G PLAN - SOUTH1GENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.12NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #22 03/23/18 PACKAGE 4 - ADDENDUM #1
UPDNWALL TYPE-7CONC. FOUNDATION WALLCONC. FOUNDATION WALLCONC. FOUNDATION WALL121110987632- 1DD.9F.3HJA30154E.554A4043A4041A403013SUNKENCOURTYARD015GENERALCOLLECTIONS6A4031A404D.4A3017A3018A3019MATCHLINEG1.7D.3C.9D.8EFE.7CA5203A5202D.1BE.3SEE A100 G111' - 8"5' - 6 5/8"14' - 0 1/8"10' - 9 7/8"12' - 0"12' - 0"12' - 0"7' - 0"10' - 4 1/4"22' - 7 1/2"24' - 9"11' - 5"E.61A3121A3121A3101A310G.6175' - 11"014MECHANICAL014MATCHLINESEE A100 G11KA8011A8013D.7E.1A95341A4062.7J.52.5A.5015AOPEN READING013.2 EX012AMEDIA PRODUCTIONSTUDIO (SELFSERVE)012BMEDIA PRODUCTIONSTUDIO9D3-05A404SIMSKYLIGHT ABOVESKYLIGHT ABOVEA8012A8014A8021234A8025683' X 3' X 3' SUMP PIT, COORD. W/ STRUCTURAL AND PLUMBING114A531SIM1175' - 4"6' - 0"4' - 10 1/4"11' - 9 1/8"7' - 2"17' - 7"1' - 10"11' - 2 3/4"24' - 0 7/8"16' - 7 1/8"8' - 2"1' - 8"9' - 3 5/8"28' - 11 5/8"10' - 4 7/8"18' - 6 3/4"1' - 5 1/4"2 5/8"5' - 5"2' - 9"5' - 2 1/8"3' - 6 5/8"6 1/4"1' - 11 7/8"4' - 10 1/4"6"4' - 7 7/8"2' - 10 1/8"10 7/8"8' - 3"1' - 4 3/8"4' - 8 3/4"1' - 4"4 1/2"10' - 10 1/4"12' - 1 7/8"A30062FECEQUIPMENT PAD - SEE MEP AND STRUCTURAL DWGS FOR ADDITIONAL INFORMATION, TYP23' - 7"12.310.49.93' - 3"2' - 3 5/8"1' - 11 3/8"2' - 1"2TYPCOMPACT SHELVING TYP.REF. TO SHEET A950 AND A952216' - 6"4' - 0"4' - 0"2SLOPING TRENCH IN SLAB BELOWEL. 173' - 10" AT LOW POINT OF SLOPING TRENCH21/8" PER FOOT1/8" PER FOOT1/8" PER FOOT1/8" PER FOOTEL. 175' - 1"EL. 175' - 1"EL. 175' - 1"EL. 175' - 1"EL. 175' - 1"EL. 175' - 1"EL. 174' - 11 1/2"EL. 174' - 11 1/2"EL. 174' - 7"EL. 174' - 7"EL. 174' - 10" AT HIGH POINT OF SLOPING TRENCHSLOPE VARIES TO MEET VALLEY, 1/8" PER FOOT MINSLOPE VARIES TO MEET VALLEY, 1/8" PER FOOT MINSLOPE VARIES TO MEET VALLEY, 1/8" PER FOOT MINSLOPE VARIES TO MEET VALLEY, 1/8" PER FOOT MINGENERAL NOTES1., NOTE: ALL STRUCTURAL STEEL IS TO BE COATED WITH FIREPROOFING AS SPECIFIED, TO ACHIEVE TWO HOUR FIRE RESISTANCE PER UL. ALL EXPOSED STEEL IS TO BE COATED WITH INTUMESCENT COATING TO ACHIEVE THE TWO HOUR FIRE RESISTANCE PER UL. ALL FLOOR SLABS IF REQUIRED, ARE TO BE COATED WITH FIRE PROOFING COATING TO ACHIEVE TWO HOUR FIRE RESISTANCE PER UL, AND ALL ROOF DECKS ARE TO BE COATED WITH FIRE PROOFING TO ACHIEVE 1 HOUR FIRE RESISTANCE, EXCEPT FOR TOP OF ELEVATORS WHICH MUST ACHIEVE 2HR.2. DIMENSIONS ADDED TO 1/8" FLOOR PLANSNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 11:53:53 AMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A100 G2LEVEL G PLAN - NORTHSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL G PLAN - NORTH1GENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.2NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #22 03/23/18 PACKAGE 4 - ADDENDUM #1
UPUPDNDNUPFDFDFDFDFDFDWALL TYPE-6WALL TYPE-9GENERAL NOTES1., NOTE: ALL STRUCTURAL STEEL IS TO BE COATED WITH FIREPROOFING AS SPECIFIED, TO ACHIEVE TWO HOUR FIRE RESISTANCE PER UL. ALL EXPOSED STEEL IS TO BE COATED WITH INTUMESCENT COATING TO ACHIEVE THE TWO HOUR FIRE RESISTANCE PER UL. ALL FLOOR SLABS IF REQUIRED, ARE TO BE COATED WITH FIRE PROOFING COATING TO ACHIEVE TWO HOUR FIRE RESISTANCE PER UL, AND ALL ROOF DECKS ARE TO BE COATED WITH FIRE PROOFING TO ACHIEVE 1 HOUR FIRE RESISTANCE, EXCEPT FOR TOP OF ELEVATORS WHICH MUST ACHIEVE 2HR.2. DIMENSIONS ADDED TO 1/8" FLOOR PLANS232120191817161514131211109282726252422ADHA3002A3001A30154A4053A4034A4043A404OFFICE108D107DOFFICE108AGROUP STUDYGROUPSTUDY108J108NC HUB - TLR ANDACADEMIC SUCCESSASSISTIVETECH108H108FSEMINAR ROOM103CONWAY CENTER102BROWSING ROOMCLASSROOM1A403110BCAFE SERVICE104SERVICE POINTSUPPORT1A405103ACONWAY - SHAREDOFFICE101BELEC.101ATELECOM100VEAST VESTIBULE100EAST ENTRY101MAIN HALL110CCAFE SUPPORT105SC SECURE STACKSPREACTION101CA5207A52010A5208A520112A4054A4036A4031A4043A4021A4023A4015A4012A4013A3123A312OPEN TO ABOVE & BELOWEL102ELEVATOR 2W-3W-4188' - 0"106SC - COLLECTIONSWORKROOMGEF1A3111A3118A5302A3122A312LINE OF EXTERIOR WALL BELOW188' - 0"CA5211A5213B111EXIT PASSAGEWAYST103STAIR 3ST102STAIR 2106DSC OFFICEW/GNTOILETROOMT101M/GNTOILETROOMT102ST101STAIR 1EL101ELEVATOR 1EL103ELEVATOR 3107LIBRARYADMINISTRATION108.1108A107108F.2T102T101108 EX101F111101A101B103.1102104106D106.1108F.1110C101C106.2A3013A30142A3112A3111A3121A312A6013A60239A3-09A3-09A3-09A3-010A8-21A3-09A3-09A3-09A6-02A3-22A3-22A3-09A6-09A3-0107C103ECONWAY - OFFICE103CCONWAY - OFFICEMAINSERVICEPOINT101D107COFFICE - DEAN OFLIBRARIESEL101EL103EL102.1MATCHLINESEE A100-2MATCHLINESEE A100-2VAPOR BARRIER TO LINE SC SECURE STACKS PERIMETER7A4-27A4-2A8113A4072KA8148576A81210A8129A815412A812312A81114121113A8124567A8128A8153F.9108BGROUP STUDYA5221SIMA5223A80411A406A8134312A.5108B109AJANITORM/GNTOILETROOMT103101FFIRE ALARM102BSTOR102B102A102AAV CL.106CSC OFFICE106BSC OFFICESCDIGITIZATION106A105106B106C108G108GSTORAGE/AV109AT103104A104B104AOFFICE104BGROUP STUDY105BSC SECURE HALL107A107D107B108E108EOFFICEOFFICE108C107BOFFICE107AOFFICE103BCONWAY - OFFICE103FCONWAY - OFFICE103DSTOR103D106A109.2 EX105BA814324108.2103.2S104SHAFTS103SHAFTS107SHAFTS101SHAFTS102SHAFTS105SHAFTS106SHAFT100W1D3-01D3-01D3-01D3-02A3-22A3-01A3-01D3-07A6-29A3-09A6-09A6-09A6-01A3-02A3-02A3-02A3-09A6-08A0-09A3-07A4-29A3-02A3-27A4-27A4-22A6-21A3-09A3-09A3-09A3-01D3-01D3-01A6-09A3-09A3-01D3-09A3-09A3-01D3-01D3-01D3-01D3-01D3-01D3-01D3-01D3-09A3-09A3-07A4-29A3-01D3-09A3-09A3-09A3-09A3-01A3-09A3-0108C.2108D1D3-07A4-27A4-29A3-09A3-01D3-09A3-01A3-01A6-01A6-09E3-09E3-0ST102A81110A5536A5529103GAV CL.103GA60621101E101EPHONE108KPHONE105A105AVEST.188' - 0"A91128108KA8111A8112A81154A811678A56149A8141A8155678103A103F103B103E103CFECFEC101HCAFE SEATINGBANQUETTESEATINGFECSTAIR 7188' - 0"STAIR 8JEWEL BOX ABOVEOPEN TO ABOVEOPEN TO ABOVE2A3102A310A3012192' - 2"9A3-0192' - 2"9A3-09A3-0DNDN192' - 2"100V EX102 EX108J108HA5222SALVAGED AND REFINISHEDFIREPLACE SURROUNDA8159CRCRCRCRCRCRCRCRCRA30112A301102 1/2"8' - 9"2' - 10 1/2"12' - 9"1' - 7 1/4"EQEQ8' - 2 5/8"5' - 2 1/2"4' - 10"3' - 9 1/2"15' - 10 5/8"8' - 6"7' - 2 1/2"11' - 4 1/2"1' - 0 7/8"CLR5' - 0"8' - 6 1/4"6' - 3 1/2"1' - 3"12' - 9"1' - 7 1/4"3' - 1"5' - 6"11 3/4"6' - 11"5' - 4"5' - 4"8' - 0"8' - 0"2' - 7"4' - 1"5' - 1 3/4"5' - 8 3/4"6' - 11 1/8"4' - 7 1/2"11 1/2"8' - 4"11' - 1 1/2"12' - 6 3/4"7' - 6"VIF7' - 11 1/4"4' - 0"EQ2' - 6"2' - 7"8' - 1 1/2"6' - 9 1/2"11' - 2 1/2"3' - 3"1' - 0"108C.1FINISHED END4' - 5 5/8"1D3-01D3-01D3-09A3-09A3-07A4-2A7034A7035A7037A70382222213' - 10"1' - 9 1/2"1' - 3 1/4"2 3/4"1' - 0"5' - 2 1/4"1' - 0"1' - 7 1/4"2' - 3 7/8"3' - 1 1/2"1' - 8 7/8"3' - 2 1/2"1' - 0"2' - 1 1/2"3' - 5 1/4"1' - 11 3/8"1' - 9"1' - 9"1' - 9"5' - 1 1/2"11' - 6 3/4"21A91323A91323A91311A90311A9031A9031A903A9134A91315TYPA83215SIMA9133TYP9A3-023A91323A913A91341' - 11"+/- 14' - 11 1/8"23A913A83214SIM1A9131' - 0"2' - 10 3/4"9A3-09E3-09E3-01E3-09E3-0ALIGN14' - 3"14' - 0"13' - 7"15' - 4"14' - 3 3/8"5' - 8 3/4"20' - 4 3/8"13' - 0 3/4"15' - 1 3/4"12' - 0"19' - 0"11' - 6 1/4"19' - 4 3/8"4' - 2 3/8"31' - 7"5' - 11 3/8"11' - 8"5' - 6 5/8"14' - 0 1/8"1' - 7"8' - 2"16' - 7 1/8"24' - 3"11' - 0 5/8"1' - 10"12' - 1 7/8"26' - 3 3/8"A6071EQEQALIGN3' - 6"EQEQ3' - 6"2222224' - 0"2' - 6"4' - 0"3' - 0"4' - 7 3/4"2222ALIGN1' - 6"3' - 6"9A3-0A70056' - 10 1/8"10' - 5 7/8"3' - 6 1/4"9' - 7 3/4"224' - 6"4' - 6"4' - 10"9' - 11"4' - 4 1/8"4' - 4"2' - 5"6' - 6 3/4"2222CUSTOM MILLWORK CARROL W/ WOOD VENEER FWP DIVIDER PANEL24' - 0"EQEQ5 1/2"1' - 0"A5501A5504A55211A55212A5501REFER TO DETAILS 7&8 ON A960 TO LOCATE PARTITIONS222222A55210A55221A960222A8214SIMA81491021' - 0"11"7 1/2"11"A52263NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 11:54:39 AMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A101-1LEVEL 1 PLAN - SOUTHSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL 1 PLAN - SOUTH1GENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.2NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #22 03/23/18 PACKAGE 4 - ADDENDUM #13 3/27/18 PACKAGE 4 - ADDENDUM #2
121110987632DHJA3015454A4043A4041A4036A4031A404A3018GEFCB1A3121A3121A3101A310EXTENT OF BURIED BUILDING BELOWCOURTYARD BELOWSEE A101-1 MATCH LINEA8021K2A5711A406108 EXSKYLIGHT SKYLIGHT 4A404SIMA55361A8111A81154A3006A30112A30111A30110GENERAL NOTES1., NOTE: ALL STRUCTURAL STEEL IS TO BE COATED WITH FIREPROOFING AS SPECIFIED, TO ACHIEVE TWO HOUR FIRE RESISTANCE PER UL. ALL EXPOSED STEEL IS TO BE COATED WITH INTUMESCENT COATING TO ACHIEVE THE TWO HOUR FIRE RESISTANCE PER UL. ALL FLOOR SLABS IF REQUIRED, ARE TO BE COATED WITH FIRE PROOFING COATING TO ACHIEVE TWO HOUR FIRE RESISTANCE PER UL, AND ALL ROOF DECKS ARE TO BE COATED WITH FIRE PROOFING TO ACHIEVE 1 HOUR FIRE RESISTANCE, EXCEPT FOR TOP OF ELEVATORS WHICH MUST ACHIEVE 2HR.2. DIMENSIONS ADDED TO 1/8" FLOOR PLANSNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 11:54:46 AMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A101-2LEVEL 1 PLAN - NORTHSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL 1 PLAN - NORTH1GENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.2NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #22 03/23/18 PACKAGE 4 - ADDENDUM #1
UPUPDNCFDGENERAL NOTES1., NOTE: ALL STRUCTURAL STEEL IS TO BE COATED WITH FIREPROOFING AS SPECIFIED, TO ACHIEVE TWO HOUR FIRE RESISTANCE PER UL. ALL EXPOSED STEEL IS TO BE COATED WITH INTUMESCENT COATING TO ACHIEVE THE TWO HOUR FIRE RESISTANCE PER UL. ALL FLOOR SLABS IF REQUIRED, ARE TO BE COATED WITH FIRE PROOFING COATING TO ACHIEVE TWO HOUR FIRE RESISTANCE PER UL, AND ALL ROOF DECKS ARE TO BE COATED WITH FIRE PROOFING TO ACHIEVE 1 HOUR FIRE RESISTANCE, EXCEPT FOR TOP OF ELEVATORS WHICH MUST ACHIEVE 2HR.2. DIMENSIONS ADDED TO 1/8" FLOOR PLANS23212019181716151413121110982827252422ADHJA3002A3001A3015A30124A4053A403208NC HUB - ACADEMICSUCCESS1A403OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOW1A405208BCAVERNO204SC EXHIBIT205SC SECURE STACKS201BELEC201ATELECOM201FFIRE ALARMPREACTION201C2A4054A4031A4043A4021A4023A4015A4012A4013A3123A312W-4OPEN TO BELOWOPEN TO BELOW206SC WORKROOMGEF1A3111A3112A3122A312B210ASTORAGE206DSC OFFICEST201STAIR 1EL201ELEVATOR 1EL203ELEVATOR 3ST202STAIR 2A6014208A208201C206.1206D206.2201B201A201F210AEL202EL203EL201A3013A3011A3016A30142A3112A3111A3121A3121A3101A310OPEN TO BELOWA6024210.2210.1ADD ALT10A8-21A3-09A3-09A3-09A3-09A3-09A3-02A3-27A4-29A6-09A3-09A3-02A3-29A6-0ST202VAPOR BARRIER TO LINE SC SECURE STACKS PERIMETEREL202ELEVATOR 2A4073A9631A8148576A8211A81512A8212A8213A8216208AREFLECTION ROOM209SEMINAR ROOM7A9601A406A.5209ASTORAGEGNTOILETROOMT201205BSC SECURE HALL207HALL201HALLT201204.1204.2205206B206C206ASC SHARED OFFICE206BSC OFFICE206CSC OFFICE209.1208B206A205BS203SHAFTS204SHAFTS207SHAFTS202SHAFTS201SHAFTS205SHAFTS206SHAFT209.22A3-02A3-29A3-09A3-09A3-09A3-01' - 6"3' - 6"1A3-09A3-01D3-09A3-01A3-01A3-09A3-09A3-01D3-07' - 4"9A3-09A3-01D3-09A3-09A3-09A3-09A3-02A3-02A3-02A3-09A3-09A3-01A3-09E3-09A3-09A3-07A4-210A8-27A4-2A5514A5501A5511A5513A55212A55211A5529A55210208CPHONE208C205A205AVESTA5503A82267A8221A822234A8225A822789107A4-2201GELEC201G2A3102A310LINE OF EXTERIOR WALL BELOWLINE OF EXTERIOR WALL BELOW1' - 4"6A5336A533A8159CRFECCR14' - 5 5/8"8' - 9"2' - 10 1/2"14' - 11 5/8"7' - 0"4' - 0"10' - 6 1/4"11 3/4"5' - 6"3' - 1"5' - 8 3/8"9' - 11"1' - 0"2' - 5 1/2"8' - 4"12' - 6 3/4"17' - 0"5' - 1 1/2"1' - 6"5' - 6"6' - 0 3/4"1' - 9"1' - 1"11' - 5 1/2"EQEQ2' - 0"3' - 8 1/4"5' - 1 1/2"4' - 0"FECA9412A7039A70310A70312117' - 9"12' - 9"1' - 7 1/4"12' - 9"1' - 7 1/4"A9134A91315TYPA83215SIM23A91323A913A83214SIMA9133TYP1A91321A91323A9139A96011A90311A9031A9031A90323A913A9134ALIGN9E3-09E3-09E3-09E3-014' - 3"27' - 7"15' - 4"14' - 3 3/8"5' - 8 3/4"20' - 4 3/8"13' - 0 3/4"15' - 1 3/4"12' - 0"19' - 0"11' - 6 1/4"19' - 4 3/8"4' - 2 3/8"31' - 7"5' - 11 3/8"11' - 8"5' - 6 5/8"14' - 0 1/8"10' - 9 7/8"9' - 3 5/8"1' - 8"8' - 2"16' - 7 1/8"24' - 0 5/8"13' - 1"12' - 1 7/8"26' - 3 3/8"11A96323A96012A9601116A960111A3-012' - 5"6' - 6 3/4"4' - 4"4' - 4 1/8"1111CUSTOM MILLWORK CARROL W/ WOOD VENEER + FWP DIVIDER PANEL11A552418A960SIM8A960SIM112A96016A5331A55111A82211141312ALIGN3' - 0"7' - 5"3' - 0"7' - 5"ALIGNEQEQ14' - 0 3/4"4A8149101' - 0"11"7 1/2"11"NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 11:55:38 AMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A102LEVEL 2 PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL 2 PLAN11NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
DNDNUPUPDNFDFD2321201918171615141312111098282726252422ADHJ2A3102A310A3002A3001A3015A30124A4053A403309EOFFICE - D&A309CINTER LIBRARYLOAN309AMEETING ROOM309HOFFICE - D&A309DOFFICE - D&A301EGROUP STUDY310CCOLLAB ROOM303SPECIALCOLLECTIONSCLASSROOM1A403T301WOMEN304SC CLASSROOM305SC SECURE STACKSOPEN TO BELOW1A405301FGROUP STUDY310BCOLLAB ROOM307DCONSULT307CCONSULT307BSC MEETING ROOM301ATELECOM301BELEC301GFIRE ALARMPREACTION301C2A4054A4036A4031A4043A4021A4023A4015A4012A4013A3123A312ADD ALTW-4W-1310OPEN READINGROOMOPEN TO BELOW307SPECIALCOLLECTIONSREADING ROOM308SPECIALCOLLECTIONSENTRY306SC STAFFWORKROOMMEN/GNT302GEF1A3111A3112A3122A312A6015A6025211' - 8"B309FSTAFF ROOM309GSTORAGE310ASTORAGE310OPEN READINGROOM301A301B306.2EL303EL301304A301C307C307D306.1307.1308309C309T301T302310.1301F310B310AEL302301G310.2302ST301STAIR 1EL301ELEVATOR 1EL303ELEVATOR 3ST302STAIR 2A3013A3016A30142A3112A3111A3121A312302COLLOCOTTREADING RMA6099A70079A3-09A3-09A3-02A3-22A3-29A3-010A8-21A3-09A3-09A3-09A3-09A3-02A3-02A3-29A3-0304.1ST302VAPOR BARRIER TO LINE SC SECURE STACKS PERIMETEREL302ELEVATOR 2A4074A832546A8323A83110A8321A833312A8319678A8315234A5215SIMA83341A4151A4151A406A.5221' - 8"304AEXHIBIT AND RAREBOOK PREP305307A309A309DISCOVERY &ACCESSA8328309G309JPHONE (ADA)301DPHONE301E303.15' - 1 3/4"A8336305B307B309E310C7305BSC SECURE HALLS307SHAFTS303SHAFTS304SHAFTS305SHAFTS306SHAFTS302SHAFTS301SHAFT309F2A3-02A3-09A3-09A3-09A3-09A3-09A3-09A3-09A3-07A4-22A3-01A3-01D6-01D3-01D6-01D3-09A3-09D3-09A3-01D3-07A4-21D3-01D3-09A3-09A3-01D3-01D3-01D3-01D3-09A3-09A3-09A3-01A3-01D3-09A3-02A3-02A3-01A3-02A3-09A3-02A3-09A3-09A3-09A3-09A3-09A3-01D3-01D3-01D3-09A3-01A3-010A8-21E3-09A3-09E3-04' - 9"A5514A5501A5513A55212A55211A5529A55210A8311A8329A83210A8332A8335A83213A8321278A83391110309D301D309J305A305AVEST307ASC SMALL GROUPROOMA55039A3-0MONITOR MOUNTED AT POWER POLE213' - 4"212' - 6"213' - 4"212' - 6"212' - 6"301H301HELECAV CABINET303.2301MAIN HALLSTAIR 9STAIR 11STAIR 10211' - 8"A60814214' - 2"A552141' - 10"CRCRCR9A3-0CRCRCRFECCRCRCRA94142A83211211' - 8"11' - 3"3' - 0"3' - 0"25' - 0"8' - 6"11' - 0 1/4"7' - 3 3/4"1' - 1"11' - 9"5' - 9"14' - 9 1/2"1' - 10 1/2"2' - 2"18' - 0 1/4"2' - 7"2' - 0"3' - 8 1/4"5' - 1 1/2"10' - 7"10' - 8 1/2"EQEQEQEQ1' - 8 3/4"4' - 6 1/4"1' - 10 1/2"8 1/4"10' - 8"37' - 7 1/2"8' - 2"3' - 4 1/4"4' - 0"2' - 9"5' - 1 1/2"12' - 9"1' - 7 1/4"12' - 9"1' - 7 1/4"10' - 4 1/4"5' - 3 1/8"11 3/4"5' - 6"3' - 1"11' - 0 3/4"9A3-0FEC1' - 11"A70311A70315A70313A70316A7031422222A832141522' - 8 1/4"8' - 9"2' - 10 1/2"4' - 7"11"1' - 0"214' - 3"14' - 0"13' - 7"15' - 4"14' - 3 3/8"5' - 8 3/4"20' - 4 3/8"13' - 0 3/4"15' - 1 3/4"12' - 0"19' - 0"11' - 6 1/4"19' - 4 3/8"4' - 2 3/8"31' - 7"5' - 11 3/8"11' - 8"5' - 6 5/8"14' - 0 1/8"10' - 9 7/8"9' - 3 5/8"1' - 8"8' - 2"16' - 7 1/8"24' - 0 7/8"13' - 0 3/4"12' - 1 7/8"26' - 3 3/8"23A91323A91321A9132LOCKERS9E3-09E3-09E3-01A90311A9033' - 0"3' - 0"3' - 0"2ALIGN18' - 0 1/8"EQEQ2A3-022227A4-27A4-2225' - 8 3/4"7' - 3 1/4"6' - 9 1/2"11' - 2 1/2"1' - 6"3' - 6"4' - 0"211"11"226' - 10 1/8"10' - 5 7/8"7A4-2223' - 6 1/4"9' - 7 3/4"27A4-22VIF - MIN 4'-0"ALIGN11A90321A913A91341A91323A9135' - 5"2 ' - 4 1 /2 "CUSTOM MILLWORK CARROL W/ WOOD VENEER FWP DIVIDER WALL222223A913211"1' - 9"222222A5524A5511224A96023' - 0"9E3-0DASHED LINE INDICATESROOF OVERHANG ABOVE14' - 11 1/8"22GENERAL NOTES1., NOTE: ALL STRUCTURAL STEEL IS TO BE COATED WITH FIREPROOFING AS SPECIFIED, TO ACHIEVE TWO HOUR FIRE RESISTANCE PER UL. ALL EXPOSED STEEL IS TO BE COATED WITH INTUMESCENT COATING TO ACHIEVE THE TWO HOUR FIRE RESISTANCE PER UL. ALL FLOOR SLABS IF REQUIRED, ARE TO BE COATED WITH FIRE PROOFING COATING TO ACHIEVE TWO HOUR FIRE RESISTANCE PER UL, AND ALL ROOF DECKS ARE TO BE COATED WITH FIRE PROOFING TO ACHIEVE 1 HOUR FIRE RESISTANCE, EXCEPT FOR TOP OF ELEVATORS WHICH MUST ACHIEVE 2HR.2. DIMENSIONS ADDED TO 1/8" FLOOR PLANSNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 11:56:29 AMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A103LEVEL 3 PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL 3 PLAN12NO. DATE DESCRIPTION1 02/28/18 PACKAGE 42 03/23/18 PACKAGE 4 - ADDENDUM #1
DNDNDNFDFDGENERAL NOTES1., NOTE: ALL STRUCTURAL STEEL IS TO BE COATED WITH FIREPROOFING AS SPECIFIED, TO ACHIEVE TWO HOUR FIRE RESISTANCE PER UL. ALL EXPOSED STEEL IS TO BE COATED WITH INTUMESCENT COATING TO ACHIEVE THE TWO HOUR FIRE RESISTANCE PER UL. ALL FLOOR SLABS IF REQUIRED, ARE TO BE COATED WITH FIRE PROOFING COATING TO ACHIEVE TWO HOUR FIRE RESISTANCE PER UL, AND ALL ROOF DECKS ARE TO BE COATED WITH FIRE PROOFING TO ACHIEVE 1 HOUR FIRE RESISTANCE, EXCEPT FOR TOP OF ELEVATORS WHICH MUST ACHIEVE 2HR.2. DIMENSIONS ADDED TO 1/8" FLOOR PLANS232120191817161514131211109829282726252422ADHJ2A3102A310A3002A3001A30154A4053A4031A403405EXTERIOR TERRACE401ROOFTOP READINGROOM1A4052A4054A4031A4043A4021A4023A4015A4012A4013A3123A312ADD ALTOPEN TO BELOWGEF4A5306A5301A3111A3112A3122A312ALIGN228' - 3"403CATERING PREP402MECHANICAL ROOMA5214A5212228' - 3"224' - 8"224' - 8"228' - 3"B9' - 3 5/8"1' - 8"8' - 2"38' - 5 1/4"20' - 0"14' - 3"14' - 0"13' - 7"15' - 4"14' - 3 3/8"5' - 8 3/4"20' - 4 3/8"13' - 0 3/4"15' - 1 3/4"12' - 0"19' - 0"11' - 6 1/4"19' - 4 3/8"4' - 2 3/8"31' - 7"5' - 11 3/8"11' - 8"5' - 6 5/8"14' - 0 1/8"10' - 9 7/8"A6026402.1EL403ST401EL402ST402STAIR 2ST401STAIR 1EL403ELEVATOR 3A3013A3011A3016A3014A3004A3005A30033A4052A3112A3111A3121A312A70010A7011SLOPE INSULATION UNDER ROOF PAVERS TO DRAINS -SEE PLUMBING DRAWINGS FOR DRAIN LOCATIONS2A3-2A601613A6-2LINE OF WALLS SEPARATING MECH. RM TO MEET STC-60 RATINGEL402ELEVATOR 26A5727A530A4075A84134126A5714A5715A570402BTELECOM402CELEC401AFIRE ALARM1A406A.5402C402B401.1 EX401.2 EX403406407406WOMEN407MENST402401A402.2A83362A6-09A3-07A4-213A6-27A4-29D3-02A3-01A3-02A3-09A3-02A3-213A6-213A6-2A5527A5525A5528A7014523A55268A83391043' - 2 3/4"43' - 2 3/4"30' - 10 5/8"28' - 7 1/4"33' - 3 1/2"35' - 6 3/4"EQEQ40' - 0 1/2"40' - 0 1/2"2' - 3"401BAV CLOSET6' - 3"401B11A608A5531SIM5A5726A570A60810A6085STAIR 12STAIR 13A30126A572A5218SIM1A570SIM5A571401.3 EXROOF ACCESS HATCH ABOVESTL OSHA STANDARD LADDER W/ KNURLED RUNGS1A5733A5736' - 8 1/4"17' - 5 3/4"12' - 3"5' - 0"9"1' - 5"6' - 4"2' - 8"1' - 4"4' - 9"2' - 0"2' - 2 1/4"1' - 2 1/4"A94131EOS13' - 0 3/4"24' - 0 7/8"16' - 7 1/8"FEC1' - 2"7' - 0"1' - 10 1/4"11FECA5501A5504A55211AHU SEE MECH.AHU SEE MECH1PRE-CAST CONCRETE PAVERS, FINISH AS PER ARCHITECT'S SELECTIONCRUSHED STONE, SEE SPECA3103A3104A31052NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:03:30 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A104LEVEL 4 PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL 4 PLAN11NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #12 3/27/18 PACKAGE 4 - ADDENDUM #2
CCCC232120191817161514131211109829282726252422ADHJA3002A3001A30154A4053A4031A4032A4054A4036A4031A4043A4023A4015A4012A4013A3123A312ROOF POP-UP(ROOF TYPE R1)GEF4A5306A530CBA3004A3005A30033A4052A3112A3111A3121A312ROOF TYPE R6(CURVED)ROOF TYPE R6(CURVED)ROOF TYPE R4ROOF TERRACE BELOW(ROOF TYPE R2)ROOF TYPE R1SLOPED GLAZING (OCULUS)ROOF TYPE R5(SLOPE TO EXISTING GUTTERS)ROOF TYPE R4ROOF TYPE R4ROOF TYPE R1ROOF TYPE R1ROOF TYPE R1ROOF TYPE R1RDRDRDRDINTERNAL GUTTER, SLOPED TO DRAINSINTERNAL GUTTER, SLOPED TO DRAINSROOF TYPE R5(SLOPE TO EXISTING GUTTERS)ROOF TYPE R5(SLOPE TO EXISTING GUTTERS)LINE OF BUILDING FACE BELOWSLOPE INSULATION UNDER ROOF PAVERS TO DRAINSELEVATOR OVERRUNGUTTERGUTTERPLANTER, TYP6A572OUTLINE OF METAL PANEL WALL BELOWOUTLINE OF METAL PANEL WALL BELOWA40766A5719A5715A5714A571K8A5717A5715A5701A571SNOW RAILS , TYPSNOW RAILS, TYPSNOW RAILS, TYPSNOW RAILS, TYPFLASHING1A406A.5SCUPPERSCUPPER3A5714A570ELEVATOR OVERRUN4' - 0"4' - 0"GALV. STEEL GRATE STEPROOF ACCESS GATE GALV. STEEL GRATE STEPROOF ACCESS GATE GALV. STEEL GRATE STEP6A5722A534A3012 POST3' - 5 5/8"FAN ON 2' HIGH CURB, SEE MECHRDVENTVENTRDAHUA1052RDRDRDRDRDRDRD2A570TYP2A570TYPRDRDRDRDRDODRDODRDODODRD3A533RARARARARAROOF ANCHOR, TYPRARARARARAWAWAWAWAWAWALL MOUNTED ROOF TIE-OFF, TYPRARARARARARARARARARARARARARARAROOF ANCHOR, TYPRARARARARARARARARARARARARARARAROOF ANCHOR, TYPBOILER COMBUSTION AIR INTAKE, SEE MECHREUSE EXISTING GUTTER DRAIN LOCATION, SEE PLUMBINGREUSE EXISTING GUTTER DRAIN LOCATION, SEE PLUMBINGREUSE EXISTING GUTTER DRAIN LOCATION, SEE PLUMBINGREUSE EXISTING GUTTER DRAIN LOCATION, SEE PLUMBINGWAWAWAWASCUPPERSCUPPERPROVIDE WALKPADS TO ALL MEP EQUIPMENT REQUIRING SERVICE AND ROOF ANCHORSGAS VENTS THROUGH ROOF, SEE PLUMBFLUE, SEE MECHSPLASH BLOCKSPLASH BLOCKVTRVTRFAN ON 2' HIGH CURB, SEE MECHRAA562L5A562L6INSULATED, THERMALLY BROKEN 48" X 48" ROOF ACCESS HATCH4A5721A5732A573RARARARARARAWAWARARARAA30112A301102 7/8"4A573WAWACONTINUOUS LIFELINESCONTINUOUS LIFELINES5A573A40710A5506A55163A5733A573OHA3103A3104A31052120191817164A4057' - 5"8"10' - 2 1/2"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0 7/8"EQEQ8"8' - 9"8"8"81' - 7 3/8"6' - 0"6' - 0"INTAKE, SEE MECHRELIEF AIR, SEE MECHA562L66' - 0"EQEQEQEQRDRD111111CURB AROUND DUCT PENETRATIONCURB AROUND DUCT PENETRATION1111121.3GENERAL NOTES1., NOTE: ALL STRUCTURAL STEEL IS TO BE COATED WITH FIREPROOFING AS SPECIFIED, TO ACHIEVE TWO HOUR FIRE RESISTANCE PER UL. ALL EXPOSED STEEL IS TO BE COATED WITH INTUMESCENT COATING TO ACHIEVE THE TWO HOUR FIRE RESISTANCE PER UL. ALL FLOOR SLABS IF REQUIRED, ARE TO BE COATED WITH FIRE PROOFING COATING TO ACHIEVE TWO HOUR FIRE RESISTANCE PER UL, AND ALL ROOF DECKS ARE TO BE COATED WITH FIRE PROOFING TO ACHIEVE 1 HOUR FIRE RESISTANCE, EXCEPT FOR TOP OF ELEVATORS WHICH MUST ACHIEVE 2HR.2. DIMENSIONS ADDED TO 1/8" FLOOR PLANSNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 11:57:50 AMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A105ROOF PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"ROOF PLAN1SCALE 1/4" = 1'-0"ENLARGED PLAN - MECHANICAL DOGHOUSE21NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
DN23282726252422DHJG28.4D.8EFE.7BE.3A.5PERIMETER COLUMN CENTERLINESLAB EDGERADII @ F.O. GLAZINGR 92' - 11"straightstraightstraightR 20' - 9"R 20' - 9"R 23' - 4"R 30' - 11"R 54' - 2"R 51' - 10"R 24' - 2"R 25' - 7"R 21' - 11"R 2 8' - 10 "R 2 8 ' - 3 "
R 5 0 ' - 1 "R 53' - 4"R 15' - 3"R 107' - 6"F.O. STONEROOF LINE ABOVESJB-4SJB-3SJB-2SJB-1SJB-5SJB-6SJB-7SJB-8SJB-9SJB-10SJB-11SJB-12SJB-13SJB-14SJB-152' - 4 3/4"7' - 11 1/2"3' - 3 3/8"14' - 2 3/8"5' - 8 7/8"8 1/4"3' - 4 3/8"4' - 10 1/4"6 7/8"7' - 9 5/8"7' - 4"4' - 9 7/8"3' - 0 5/8"4' - 6 7/8"5' - 1 7/8"6' - 9 3/8"6' - 5"13' - 7 5/8"3' - 6 3/8"3' - 1 1/2"3 7/8"1 3/8"1' - 0"2' - 5 1/2"5' - 2 7/8"39' - 4"13' - 3 1/8"6 ' - 0 3 /4 "6 ' - 0 3 /8 "
6' - 0 5 /8 "
6' - 0 5/8"6' - 0 5/8"6' - 0 5/8"6' - 0 5/8"6' - 0 5/8"6' - 0 1/2"6' - 0 5/8"6' - 5 3/8"6' - 5 5/8"6' - 4"28' - 2 1/8"5' - 3 7/8"15' - 11 5/8"44' - 7 7/8"27' - 1 1/8"A7031121.3THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 11:57:58 AMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A110BUILDING GEOMETRY PLAN -SOUTH JEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"BUILDING GEOMETRY PLAN - SOUTH JEWEL BOX11NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #2
16151413121110982DHJGD.8FE.7BE.3OPEN TO BELOW26' - 4 1/2"4' - 0 1/4"2.5F.O. STONERADII @ F.O. GLASSSLAB EDGEPERIMETER COLUMN CENTERLINER 22' - 1"R 48' - 9"R 150' - 4"R 29' - 9"R 32' - 4"R 15' - 3"R 53' - 4"R 92' - 11"R 5 3 ' - 4 "
R 20' - 9"R 53' - 4"R 107' - 6"R 92' - 11"R 15' - 3"R 20' - 9"R 92' - 11"
R 4 9 ' - 1 0 "
R 2 9 ' - 4 "R 28' - 0"ROOF LINE ABOVENJB-13NJB-12NJB-11NJB-10NJB-9NJB-8NJB-7NJB-6NJB-5NJB-4NJB-3NJB-2NJB-13' - 0 3/8"22' - 10 5/8"2' - 0 1/2"1' - 9 3/4"5' - 8 1/8"2' - 5 1/2"4' - 6 1/8"4' - 4 1/2"5 5/8"4' - 4 1/2"2' - 4 3/4"1' - 11 1/2"2 1/4"5' - 9 1/4"1' - 10 1/8"2' - 8 5/8"1' - 0 1/2"7 7/8"3' - 1 3/4"11 5/8"5' - 0 5/8"3' - 1 1/4"4 1/8"2' - 0 1/2"4' - 5"1"5' - 10 7/8"3' - 6"4' - 8 1/2"9' - 8 1/4"1' - 0"2' - 5 1/2"1' - 8 3/4"7' - 7 7/8"5' - 5 5/8"6' - 6 1/4"6' - 10 3/4"6' - 1 5/8"5' - 5"10' - 7 3/4"1 6 ' - 1 0 1 /4 "
27' - 11"5' - 3 7/8"21' - 8 1/8"5' - 3 7/8"28' - 0 7/8"10' - 8"8' - 5 1/8"6 ' - 3 3 /8"6 ' - 6 1 /4 "
21' - 7 3/4"12' - 5 5/8"13' - 7 7/8"28' - 4 5/8"13.5THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 11:58:14 AMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A111BUILDING GEOMETRY PLAN -NORTH JEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"BUILDING GEOMETRY PLAN - NORTH JEWEL BOX11NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #2
DN2321282726252422DHJG28.4D.8EFE.7BE.326.59' - 2 3/4"14' - 3"14' - 0"13' - 7"15' - 4"14' - 3 3/8"5' - 8 3/4"20' - 4 3/8"F.O. STONEF.O. ROOF LINER 24' - 5"R 106' - 4"R 22' - 6"R 29' - 10"R 64' - 3"R 27' - 6"R 99' - 4"R 18' - 0"R 118' - 0"R 168' - 4"OUTSIDE F.O. PERIMETER BEAMHOLD1' - 11"SJB-4SJB-3SJB-2SJB-1SJB-5SJB-6SJB-7SJB-8SJB-9SJB-10SJB-11SJB-12SJB-13SJB-14SJB-1595' - 6 1/4"9 3/8"4' - 11 3/8"6 1/2"5' - 9 1/2"25' - 6 1/4"6 5/8"4' - 5 1/8"7 1/4"1' - 1 5/8"1' - 11 1/8"4' - 0 3/8"2' - 8 1/2"21' - 1"6' - 1"6' - 11 1/2"13' - 0 3/4"21.3THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 11:58:22 AMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A120ROOF GEOMETRY PLAN -SOUTH JEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"ROOF GEOMETRY PLAN - SOUTH JEWEL BOX11NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #2
161514131211109876DHJ5GD.3D.8EFE.7BE.3OPEN TO BELOW26' - 4 1/2"4' - 0 1/4"R 28' - 2"R 89' - 6"R 18' - 0"R 115' - 8"R 24' - 0"R 86' - 1"R 24' - 7"R 113' - 6"F.O. STONEF.O. ROOF LINEOUTSIDE F.O. PERIMETER BEAMHOLD1' - 11"NJB-13NJB-12NJB-11NJB-10NJB-9NJB-8NJB-7NJB-6NJB-5NJB-4NJB-3NJB-2NJB-13' - 3 1/4"2' - 9"4' - 9 1/8"2' - 11 3/8"1' - 3 5/8"2' - 2 1/8"1' - 8 7/8"6' - 0 5/8"1' - 10 5/8"5' - 10"1' - 7 1/2"10' - 7 3/4"4' - 7 3/8"8' - 1 1/8"10 7/8"5 7/8"A7031313.5THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 11:58:37 AMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A121ROOF GEOMETRY PLAN -NORTH JEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"ROOF GEOMETRY PLAN - NORTH JEWEL BOX11NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #2
CCC232120191817161514131211109829282726252422AD.9HJ2A3102A310E.5D.4GD.3C.924.328.4D.8EFE.713.68A530CD.1BE.317.815.813.9E.625.520.521.219.415.717.5G.6GWB12' - 1"ACT-112' - 1"GWB12' - 0"--EXPGWB9' - 0"ACT-19' - 6"ACT-19' - 6"ACT-19' - 6"ACT-19' - 6"ACT-112' - 0"GWB12' - 0"ACT-112' - 1"ACT-112' - 1"ACT-112' - 1"OPEN TO ABOVESOUTHENTRYVESTIBULE007VELEVATOR4EL004DIGITALMEDIAHUB012SCSECURESTACKS003SCSECURESTACKS005MAINHALL001009BCOLLAB ROOMTELECOM001AELEC001B004CENTRAL SERVICEPOINT SUPPORTWOMENT001COLLABROOM012ECOMPUTERCLASSROOM012D012BMEDIA PRODUCTIONSTUDIOFA. CL001FPREACTION001CWESTVESTIBULE010VSCSECURECORR.005AELEVATOR1EL001ELEVATOR3EL003TELECOM012CSTAIR 2ST002STAIR 1ST001OFFICE009GSTAFFWORKROOM009009DCOLLAB ROOMOFFICE009COFFICE009AOPENCOLLAB010012AMEDIA PRODUCTIONSTUDIO (SELFSERVE)ELEVATORCONTROLROOM012HSOUTHENTRY007STAIR 3(OCULUS)ST003COLLABROOM012FBOILERROOM002ACT-112' - 1"GWB12' - 1"ACT-112' - 1"ACT-112' - 1"ACT-19' - 6"ACT-19' - 6"--EXPACT-112' - 1"WD10' - 0"WD8' - 0"WD8' - 0"GWB9' - 0"GWB9' - 0"GWB12' - 1"GWB10' - 5"ACT-19' - 6"GWB9' - 6"MATCHLINESEE A200 G1MATCHLINESEE A200 G1CEILING PLANE IN WEST PAVILION TO ALIGN WITH WINDOW OPENINGS7A620K26.527.127.325.725.324.5TA-5TA-5TA-5TA-5TA-5TFTFTFTA TATFTFTFTBTBTBTBTBTBTB-1 TB-1 TB-1 TB-1TB-1 TB-1TAH TAH TAHTB-1TB-1TB-1TB-1TBTBTBTA-4TA-4TA-4TA-4TA-4TF-2TF-2TF-2TATTATTAT TATTA-3 TA-3 TA-3 TA-3 TA-3TA-3TA-3TA-3TA-3TA-3 TA-3TA-3TA-3TA-3 TA-3TA-3TA-3TA-3TA-3TA-3TA-3 TA-3TA-3TA-3TA-3TA-3 TA-3TA-3TQ-1TQ-1TQ-1TQ-1TQ-1TQ-1TQ-1TQ-1TA-3TA-3TATATATA TATATATATATATATATA-6TA-3 TA-3TA-3 TA-3TA-3TA-3TA-3TA-3TA-6TATA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3 TA-3TA-3TMTMTMTM TMTMTMTQTQTQTQTQTQTQTX-1TA-3 TA-3 TA-3 TA-3 TA-3 TA-3 TA-3 TA-3TATUTA-3TA-3TA-3TA-3TA-3GWB10' - 0"GWB10' - 0"GWB10' - 0"J.5A.5ACT-112' - 1"ACT-112' - 1"TA-3 TA-3 TA-3 TA-3 TA-3 TA-3 TA-3 TA-3 TA-3ACT-112' - 1"ACT-112' - 1"ACT-112' - 1"ACT-112' - 1"011TLR CLASSROOM001DCENTRAL SERVICEPOINTEL002ELEVATOR 2010ACOLLAB ROOMT002MEN009FSTORAGE009EOFFICE011ACLOSET011BAV CL.TF TFTFTFTA-3TA-3TQTQTQTQTQTQTQTQTQ TQTQTQTQ TQTB-1GWB9' - 0"TAT4A531TA-3JANITOR012GSHAFTS004SHAFTS003SHAFTS009CORR006OFFICE009HOFFICE009JOFFICE009KOFFICE009LGWB9' - 6"TA-6TQ-1TQ-1TUTQTA-6TA-6TATATATATATATATATATA-3 TA-3 TA-3TA-3TA-3 TA-3 TA-3TA-3 TA-3TA-3TA-3TA-3TATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATAACT-112' - 6"GWB12' - 6"TA-5TA-5TA-5TA-5 TA-5TA-5 TA-5TX-1TX-1TX-1TQTATTATTATTATTATTATTATTA-3 TA-3 TA-3TA-3TA-3TA-3TA-3TA-3TA-3TAFTAFTAFTAFTAFTAFTAFTA-3 TA-39A51026.6A7022A7021FUTURE PIPE GRID - PROVIDE MOUNTING POINTS ANCHORED TO SLAB. COORD FINAL LAYOUT WITH OWNERTATA-3TA-3TA-3GWB10' - 0"GWB10' - 0"TATATATAEQEQV-1V-1V-1 V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1 V-1V-1 V-1V-2V-2V-2003AELEVATOR CONTROLTA-5TA-6TPTPV-1TA-5 TA-5TP TP TP TP TP TPTPTPTPTPV-1TU TUTA-3 TA-3APAPGWB12' - 4"TKTKTKTKTKGWB10' - 0"010BPHONE001EPHONEWOOD SLAT WALL, TYP.WHISPER BOOTH SEE PLAN- LTG BY MANUF. COORDINATE FINAL REQ. W/ OWNERFULL TILEEXPOSED UNDERSIDE OF STAIRGWB12' - 1"GWB12' - 1"ALIGNWOOD SLAT WALLALIGNALIGNGWB12' - 4"GWB12' - 4"GWB12' - 4"GWB12' - 4"GWB12' - 4"GWB12' - 4"V-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-125.47' - 11 1/2"TA-51114' - 0"4' - 0"EQEQTA-518' - 10"EQEQ4' - 10"4A534EQEQ3' - 6"7' - 4"TATATATATA TAGWB8' - 0"GWB12' - 0"1' - 0"GWB9' - 0"TA TATA TA TA TA TA TA TATA TATATAGWB12' - 0"1' - 0"GWB9' - 6"111NJB-29NJB-302A9032A9032A9032A90322A91322A913GWB12' - 4"2A913TYP2A913TYP18A9122"2"2"18A9127A903SIM22A9137A56111A90325.922.921.321.420.118.918.717.717.416.116.213.814.114.213.513.413.112.310.49.92A945FULL TILEALIGN7A9301FUTURE PIPEGRID PROVIDE MOUNTING POINTS ANCHORED TO SLAB6"11EQEQ7A9308A930GWB7' - 6"GWB7' - 6"GWB7' - 6"1A960GWB7' - 6"GWB7' - 6"GWB9' - 6"RECESS AUTO DOOR HEADER IN SOFFIT1ACT-310' - 0"GWB7' - 6"GWB9' - 0"8A9301116"11111TATATATATATATA TATATATA TATATATA TA11GWB12' - 0"RCP GENERAL NOTES1. PATTERNS USED TO INDICATE CEILING MATERIALS ARE FOR GRAPHIC DESIGNATION ONLY AND DO NOT RELATE TO MATERIAL SIZE OR INSTALLATION DIRECTION. REFER TO FINISH SCHEDULE AND SPECIFICATIONS FOR FURTHER INFORMATION.2. LIGHTING TYPES AND LOCATION SHOWN FOR REFERENCE/COORDINATION PURPOSES ONLY. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR FINAL TYPES AND QUANTITIES.3. REFFER TO AND COORDINATE W. MEP DRAWINGS FOR ADDITIONAL INFORMATION. MEP ITEMS SHOWN FOR ILLUSTRATIVE AND COORDINATION PURPOSES ONLY.4. ALL CEILING MOUNTED DEVICES, INCLUDING BUT NOT LIMITED T OSPRINKLER HEADS, RECESSED LIGHTS, SMOKE DETECTORS, ETC. WHICH OCCUR IN ACT GRIDS SHALL BE CENTERED IN CEILING TILE U.N.O.5. CEILING SUBCONTRACTOR SHALL PROVIDE APPROPRIATE BLOCKING AND TEES FOR ALL CEILING MOUNTED EQUIPMENT, INCLUDING BUT NOT LIMITED T OMECHANICAL GRILLESS, ELECTRICAL FIZTURES, CURTAIN TRACKS.6. PROVIDE ACCESS PANELS IN GWB CEILNG AS REQUIRED BY MEP. COORDINATE FINAL LOCATIONS WIT HARCHITECT PRIOR TO INSTALLATION.ELEVATIONS ARE ABOVE FINISH FLOOR U.N.O.RCP LEGENDACT-1ACOUSTIC CEILING TILE - 2 x 6 CONCEALED SPLINESEE SPECIFICATIONSGENERAL NOTES AND LEGEND APPLIES TO ALL A200 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.ACT-2ACOUSTIC CEILING TILE - 2 x 2 LAY-INSEE SPECIFICATIONSACT-3ACOUSTIC PLASTER CEILINGSEE SPECIFICATIONSGWBEXP - NO CEILING - PAINT ALL EXPOSED ELEMENTS AND PROVIDE SPRAY FIBER INSULATION (ACOUSTIC TREATMENT) AT BOTTOM OF EXPOSED DECKNO CEILING / REFER TO FINISH SCHEDULECEILING MOUNTED SECURITY CAMERA - SHOWN FOR REFERENCE ONLY. COORDINATE FINAL LOCATIONS AND REQUIREMENTS WITH SECURITY CONSULTANT.APACCESS PANEL - SHOWN FOR REFERENCE ONLY. COORDINATE NEED FOR ADDITIONAL ACCESS PANELS WITH OVERHEAD UTILITIES AND FINAL LOCATIONS TO BE REVIEWED BY ARCHITECT.WDWOOD VENEER PANELINGTYP. DOWNLIGHT - SEE ELEC DWGSTYP. LINEAR LIGHT FIXTURE - SEE ELEC DWGSTYP. 2" LINEAR DIFFUSER, SEE MEP.TYP. SQUARE DIFFUSER, SEE MEP.ROLLER SHADE, SINGLE - SEE SPECIFICATIONSROLLER SHADE, DUAL - SEE SPECIFICATIONSROLLER SHADE, DUAL MOTORIZED - SEE SPECIFICATIONSSUSPENDED FABRIC WRAPPED ACOUSTIC CLG PANEL - SEE SPEC. COORD FWAL DIMS + LOCATION W/ MEP IN EXPOSED CLGFWPTYP. LINEAR FIXTURE STRIP LIGHT ARM MOUNTED TO BOOKCASE -COORDINATE QTY AND MOUNTING W/ MILLWORK SECTIONSTPISO ACOUSTIC ISOLATION CEILING (ABOVE FINISH CEILING)WT-1WT-2WT-3NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:03:57 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A200 G1LEVEL G REFLECTEDCEILING PLAN - SOUTHSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL G REFLECTED CEILING PLAN - SOUTH12NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #12 3/27/18 PACKAGE 4 - ADDENDUM #2
C121110987632- 1D.9F.3HJ2A3102A3104E.55D.4G1.7D.3C.9D.8EFE.7CD.1BE.3G.6ACT-19' - 6"OPEN TO ABOVEGENERALCOLLECTIONS015DIGITALMEDIAHUB012OPENREADING015A012AMEDIA PRODUCTIONSTUDIO (SELFSERVE)ACT-19' - 6"ACT-19' - 6"MATCHLINESEE A200 G1MATCHLINESEE A200 G11KD.7E.1TBTBTBTA-4TA-4TA-4TA-4TA-4TA-4TF-2TF-2TF-2TATTATTAT TATTA-3 TA-3 TA-3TA-3TA-3TA-3TA-3TA-3 TA-3TA-3TQ-1TQ-1TQ-1TQ-1TQ-1TQ-1TQ-1TQ-1TBTA-4TA-4TA-4TA-4TA-4TA-4TA-4TA-4TU2.7J.52.5013SUNKENCOURTYARD014MECHANICALACT-310' - 0"GWB7' - 6"GWB9' - 6"TQTQTQTQTQTQTQTQTQTQTQ-1TQ-1TBTAHTAHTAHTAHTAHTAHTAHTAHTAHTAHTAHTAHTAHTAHTAHTAHTAHTAH TAH TAH TAH TAHTAH TAH TAH TAHTATTATTA-3TA-3V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1TUTU TU TU TU TU TU TU TU TU TUTUTUTUTUTUTUTUGWB10' - 0"WHISPER BOOTH SEE PLAN- LTG BY MANUF. COORDINATE FINAL REQ. W/ OWNERFULL TILEEXPOSED UNDERSIDE OF STAIRWOOD SLAT WALL, TYP.ACT-19' - 6"SKYLIGHT ABOVE7A606TB TB TB TB11TA TA TA TATL-212.310.49.9TYP1' - 6"10 1/4"EQEQFULL TILE9 1/2"2' - 0"ALIGN1A960GWB7' - 6"GWB7' - 6"GWB9' - 6"RECESS AUTO DOOR HEADER IN SOFFIT1ACT-310' - 0"GWB7' - 6"11RCP GENERAL NOTES1. PATTERNS USED TO INDICATE CEILING MATERIALS ARE FOR GRAPHIC DESIGNATION ONLY AND DO NOT RELATE TO MATERIAL SIZE OR INSTALLATION DIRECTION. REFER TO FINISH SCHEDULE AND SPECIFICATIONS FOR FURTHER INFORMATION.2. LIGHTING TYPES AND LOCATION SHOWN FOR REFERENCE/COORDINATION PURPOSES ONLY. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR FINAL TYPES AND QUANTITIES.3. REFFER TO AND COORDINATE W. MEP DRAWINGS FOR ADDITIONAL INFORMATION. MEP ITEMS SHOWN FOR ILLUSTRATIVE AND COORDINATION PURPOSES ONLY.4. ALL CEILING MOUNTED DEVICES, INCLUDING BUT NOT LIMITED T OSPRINKLER HEADS, RECESSED LIGHTS, SMOKE DETECTORS, ETC. WHICH OCCUR IN ACT GRIDS SHALL BE CENTERED IN CEILING TILE U.N.O.5. CEILING SUBCONTRACTOR SHALL PROVIDE APPROPRIATE BLOCKING AND TEES FOR ALL CEILING MOUNTED EQUIPMENT, INCLUDING BUT NOT LIMITED T OMECHANICAL GRILLESS, ELECTRICAL FIZTURES, CURTAIN TRACKS.6. PROVIDE ACCESS PANELS IN GWB CEILNG AS REQUIRED BY MEP. COORDINATE FINAL LOCATIONS WIT HARCHITECT PRIOR TO INSTALLATION.ELEVATIONS ARE ABOVE FINISH FLOOR U.N.O.RCP LEGENDACT-1ACOUSTIC CEILING TILE - 2 x 6 CONCEALED SPLINESEE SPECIFICATIONSGENERAL NOTES AND LEGEND APPLIES TO ALL A200 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.ACT-2ACOUSTIC CEILING TILE - 2 x 2 LAY-INSEE SPECIFICATIONSACT-3ACOUSTIC PLASTER CEILINGSEE SPECIFICATIONSGWBEXP - NO CEILING - PAINT ALL EXPOSED ELEMENTS AND PROVIDE SPRAY FIBER INSULATION (ACOUSTIC TREATMENT) AT BOTTOM OF EXPOSED DECKNO CEILING / REFER TO FINISH SCHEDULECEILING MOUNTED SECURITY CAMERA - SHOWN FOR REFERENCE ONLY. COORDINATE FINAL LOCATIONS AND REQUIREMENTS WITH SECURITY CONSULTANT.APACCESS PANEL - SHOWN FOR REFERENCE ONLY. COORDINATE NEED FOR ADDITIONAL ACCESS PANELS WITH OVERHEAD UTILITIES AND FINAL LOCATIONS TO BE REVIEWED BY ARCHITECT.WDWOOD VENEER PANELINGTYP. DOWNLIGHT - SEE ELEC DWGSTYP. LINEAR LIGHT FIXTURE - SEE ELEC DWGSTYP. 2" LINEAR DIFFUSER, SEE MEP.TYP. SQUARE DIFFUSER, SEE MEP.ROLLER SHADE, SINGLE - SEE SPECIFICATIONSROLLER SHADE, DUAL - SEE SPECIFICATIONSROLLER SHADE, DUAL MOTORIZED - SEE SPECIFICATIONSSUSPENDED FABRIC WRAPPED ACOUSTIC CLG PANEL - SEE SPEC. COORD FWAL DIMS + LOCATION W/ MEP IN EXPOSED CLGFWPTYP. LINEAR FIXTURE STRIP LIGHT ARM MOUNTED TO BOOKCASE -COORDINATE QTY AND MOUNTING W/ MILLWORK SECTIONSTPISO ACOUSTIC ISOLATION CEILING (ABOVE FINISH CEILING)WT-1WT-2WT-3NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:04:09 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A200 G2LEVEL G REFLECTEDCEILING PLAN - NORTHSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL G REFLECTED CEILING PLAN - NORTH12NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #12 3/27/18 PACKAGE 4 - ADDENDUM #2
CC232120191817161514131211109829282726252422ADHJ2A3102A310GD.3C.924.328.4D.8EFE.713.6GWB9' - 0"ACT-18' - 6"ACT-18' - 6"ACT-18' - 6"ACT-18' - 6"GWB8' - 0"GWB8' - 9"GWB15' - 0"GWB9' - 0"CGWB15' - 0"GWB15' - 0"GWB9' - 0"GWB9' - 0"ACT-312' - 5"GWB8' - 0"GWB9' - 0"GWB8' - 0"BE.317.815.813.9E.625.520.521.219.415.717.5G.6OPEN TO ABOVEOPEN TO ABOVEOPEN TO ABOVE100VEAST VESTIBULE100EAST ENTRY105SC SECURE STACKSOFFICE108D107LIBRARYADMINISTRATION107DOFFICE108AGROUP STUDYGROUPSTUDY108J108NC HUB - TLR ANDACADEMIC SUCCESS108FSEMINAR ROOMASSISTIVETECH108H101MAIN HALL103CONWAY CENTER102BROWSING ROOMCLASSROOM110BCAFE SERVICE104SERVICE POINTSUPPORTW/GNTOILETROOMT101T102M/GN TOILET ROOM101ATELECOM101BELEC.103ACONWAY - SHAREDOFFICE110CCAFE SUPPORT101FFIRE ALARM101CPRE ACTIONEL102ELEVATOR 2106SC - COLLECTIONSWORKROOM106DSC OFFICE111EXIT PASSAGEWAYST103STAIR 3ST102STAIR 2ST101STAIR 1EL101ELEVATOR 1EL103ELEVATOR 3107COFFICE - DEAN OFLIBRARIES103CCONWAY - OFFICE103ECONWAY - OFFICEACT-18' - 9"GWB15' - 0"GWB15' - 0"GWB15' - 0"ACT-18' - 8"WD9' - 0"ACT-213' - 0"ACT-18' - 9"K26.527.127.325.7D.7E.125.324.5--EXP7A960TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3 TA-3TA-3TA-3TQTQTMTA-3TA-3TPTPTMTA-3TA-3TMTMTA-3TA-3TA-3 TA-3TA-3TA-3TA-3 TA-3TA-3TAHTAH TAHTA-6TA TA TATATA-4TA-4TA-4TA-4 TA-4 TA-4TA-4TA-4TA-4TA-4TA-4TA-4TA-4TA-4TA-4TA-4TA-4TA-4TA-4TA-4 TA-4TA-4TA-4TF-2TA-4TA-4 TA-4TF-2TF-2TF-2TF-2TF-2TF-2TF-2TF-2TF-2TF-2TF-2TF-2TFTF-2TF-2TF-2TF-2TF-2TF-2TATM TMTA TA TATATATATATB-1TB-1TB-1TAETAETAEJ.5A.5TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3 TA-3 TA-3TA-3TA-3TA-3TA-3TATATA TATATATA TATATATA-6TATA-3TAD TATATATATA TATA TATA TATA TATADTADTATA TA TATATATATATATATATATATATATATATATATATATATATATADTADTADTADTADTATAGWB15' - 0"TA TA TA TATATAGWB15' - 0"GWB15' - 0"GWB8' - 0"GWB8' - 0"GWB8' - 0"GWB8' - 0"GWB8' - 0"GWB8' - 0"ACT-18' - 9"--EXP--EXP--EXPTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTB-1TB-1TB-1TB-1TB-1TB-1--EXP--EXPWD8' - 0"TA-6TA-6WD9' - 0"WD8' - 0"WD9' - 0"ACT-18' - 8"TA-6108GSTORAGE/AVT103M/GN TOILET ROOMTA-6TA-6TA-3TA-3TA-3TA-3 TA-3 TA-3TA-3 TA-3 TA-3TA-3 TA-3 TA-3TA-3 TA-3 TA-3108EOFFICE107COFFICE - DEAN OFLIBRARIES107BOFFICE107AOFFICE108COFFICE108BGROUP STUDYTA-3 TA-3TA-3 TA-3TATA-3TA-3TA-3TA-3TA-3 TA-3TA-3 TA-3TA-3 TA-3TA-3 TA-3TATATATATATB-1TB-1TB-1TB-1TB-1104AOFFICE104BGROUP STUDY103BCONWAY - OFFICE103FCONWAY - OFFICETM TMTA-3 TA-3TA-3TFTFTFTFTFTFTFTA-6TA TATATA TATA TA TA TATATATA-6TDTD TD TD TD TD TDTQTQTQTQTQTQTA-5TA-5TA-5TA-5TA-5TA-5TA-5TA-5TA-5 TA-5 TA-5 TA-5TA TA TA TATPTPTA TATA TATATATAD TATATATA TATA TATA TATA TATADTADTATA TATATATADTATATATATATA TATA TATA TATADTADTATATATATATA TA TA TATA TATA TA26.6TA-3 TA-3TA-3 TA-3 TA-3 TA-3 TA-3TA-3TA-3 TA-3TA-3TA-3 TA-3TA-3TA-3 TA-3TA-3TA-3 TA-3TA-3 TA-3TA-3 TA-3TA-3 TA-3TA-3 TA-3 TA-3 TA-3 TA-3TA-3TA-3TA-3 TA-3TA-3TA-3TA-3 TA-3TA-3 TA-3TA-3TA-3TA-3TATATATATA-6TA-6TA-6TA-6GWB7' - 6"GWB12' - 11"TA-4TA-4TA-4TA-4TA-4FUTURE PIPE GRID - PROVIDE MOUNTING POINTS ANCHORED TO SLAB. COORD FINAL LAYOUT WITH OWNERTYP5' - 6"3' - 6"TYP4' - 0"TYP5' - 6 1/4"3' - 3 1/4"TYP6' - 8"FUTURE PIPE GRID - PROVIDE MOUNTING POINTS ANCHORED TO SLAB. COORD FINAL LAYOUT WITH OWNERGWB15' - 0"V-2V-1 V-1 V-1V-2 V-2V-2V-2V-1V-1V-2101HCAFE SEATINGGWB8' - 9"GWB7' - 6"GWB7' - 6"GWB7' - 6"GWB7' - 6"CGWB6' - 4"TA-4 TA-4 TA-4 TA-4GWB13' - 0"GWB13' - 0"TPTP TP TP TP TP TPTPTPTPTPTPTPTPAPAPTADTPTP TP TP TP TP TP TP TPTKTKTK101DMAIN SERVICE POINT109AJANITOR102BSTOR102AAV CL.106CSC OFFICE106BSC OFFICE106ASC DIGITIZATIONS103SHAFTS104SHAFTS107SHAFT105BSC SECURE HALL103DSTORS101SHAFTS102SHAFTS105SHAFTS106SHAFT103GAV CL.101EPHONE108KPHONE105AVEST.101GLOCKERSGWB8' - 6"GWB8' - 6"SLOPED WALL BEYONDGWB8' - 0"GWB8' - 0"FUTURE PIPEGRID - PROVIDE MOUNTING POINTS ANCHORED TO SLAB. COORD. FINAL LAYOUT WITH OWNERGWB9' - 4"GWB9' - 4"GWB9' - 4"--EXPALIGNGWB7' - 6"GWB7' - 6"WT-1WT-1WT-3WT-3WT-1WT-1WT-1WT-1WT-3WT-3WT-3WT-1WT-3WT-3WT-3BLACKOUT CURTAIN TRACKFWPFWPFWPFWPGWB8' - 8"WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-325.41' - 6"2' - 0"TBTBTBTBTBTB4A930GWB8' - 8"1V-1GWB8' - 0"TA-5TA-5TA-5TA-51TL1RESTORE AND RELAMP EXISTING (SALVAGED) LIGHT FIXTURES, SEE LIGHTING SPEC1EQEQEQEQEQEQEQEQTA-5EQEQEQ9' - 0"8' - 9"5' - 9"1GWB9' - 6"GWB9' - 6"8' - 7 5/8"-2TL-21GWB7' - 6"111GWB9' - 0"TQTATATATATAGWB9' - 0"GWB9' - 0"GWB8' - 0"NJB-29NJB-3016A9306A93011A9606"9A9602A913TYP2A913TYP22A913GWB9' - 4"GWB9' - 4"22A9134A903SIMGWB9' - 0"GWB9' - 0"GWB9' - 0"GWB9' - 0"25.922.921.321.420.118.918.717.717.416.116.213.814.114.213.513.413.112.310.49.9TAHEXP9' - 0"TAH4A9304A930122A91312A903111A903111A90312A903113A9631GWB9' - 0"ALIGN3A96014' - 9 1/4"2' - 7"GWB8' - 0"12A9606A96011EQEQ12A96018A960SIM18A960SIM1RCP GENERAL NOTES1. PATTERNS USED TO INDICATE CEILING MATERIALS ARE FOR GRAPHIC DESIGNATION ONLY AND DO NOT RELATE TO MATERIAL SIZE OR INSTALLATION DIRECTION. REFER TO FINISH SCHEDULE AND SPECIFICATIONS FOR FURTHER INFORMATION.2. LIGHTING TYPES AND LOCATION SHOWN FOR REFERENCE/COORDINATION PURPOSES ONLY. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR FINAL TYPES AND QUANTITIES.3. REFFER TO AND COORDINATE W. MEP DRAWINGS FOR ADDITIONAL INFORMATION. MEP ITEMS SHOWN FOR ILLUSTRATIVE AND COORDINATION PURPOSES ONLY.4. ALL CEILING MOUNTED DEVICES, INCLUDING BUT NOT LIMITED T OSPRINKLER HEADS, RECESSED LIGHTS, SMOKE DETECTORS, ETC. WHICH OCCUR IN ACT GRIDS SHALL BE CENTERED IN CEILING TILE U.N.O.5. CEILING SUBCONTRACTOR SHALL PROVIDE APPROPRIATE BLOCKING AND TEES FOR ALL CEILING MOUNTED EQUIPMENT, INCLUDING BUT NOT LIMITED T OMECHANICAL GRILLESS, ELECTRICAL FIZTURES, CURTAIN TRACKS.6. PROVIDE ACCESS PANELS IN GWB CEILNG AS REQUIRED BY MEP. COORDINATE FINAL LOCATIONS WIT HARCHITECT PRIOR TO INSTALLATION.ELEVATIONS ARE ABOVE FINISH FLOOR U.N.O.RCP LEGENDACT-1ACOUSTIC CEILING TILE - 2 x 6 CONCEALED SPLINESEE SPECIFICATIONSGENERAL NOTES AND LEGEND APPLIES TO ALL A200 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.ACT-2ACOUSTIC CEILING TILE - 2 x 2 LAY-INSEE SPECIFICATIONSACT-3ACOUSTIC PLASTER CEILINGSEE SPECIFICATIONSGWBEXP - NO CEILING - PAINT ALL EXPOSED ELEMENTS AND PROVIDE SPRAY FIBER INSULATION (ACOUSTIC TREATMENT) AT BOTTOM OF EXPOSED DECKNO CEILING / REFER TO FINISH SCHEDULECEILING MOUNTED SECURITY CAMERA - SHOWN FOR REFERENCE ONLY. COORDINATE FINAL LOCATIONS AND REQUIREMENTS WITH SECURITY CONSULTANT.APACCESS PANEL - SHOWN FOR REFERENCE ONLY. COORDINATE NEED FOR ADDITIONAL ACCESS PANELS WITH OVERHEAD UTILITIES AND FINAL LOCATIONS TO BE REVIEWED BY ARCHITECT.WDWOOD VENEER PANELINGTYP. DOWNLIGHT - SEE ELEC DWGSTYP. LINEAR LIGHT FIXTURE - SEE ELEC DWGSTYP. 2" LINEAR DIFFUSER, SEE MEP.TYP. SQUARE DIFFUSER, SEE MEP.ROLLER SHADE, SINGLE - SEE SPECIFICATIONSROLLER SHADE, DUAL - SEE SPECIFICATIONSROLLER SHADE, DUAL MOTORIZED - SEE SPECIFICATIONSSUSPENDED FABRIC WRAPPED ACOUSTIC CLG PANEL - SEE SPEC. COORD FWAL DIMS + LOCATION W/ MEP IN EXPOSED CLGFWPTYP. LINEAR FIXTURE STRIP LIGHT ARM MOUNTED TO BOOKCASE -COORDINATE QTY AND MOUNTING W/ MILLWORK SECTIONSTPISO ACOUSTIC ISOLATION CEILING (ABOVE FINISH CEILING)WT-1WT-2WT-3NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:04:32 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A201LEVEL 1 REFLECTEDCEILING PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL 1 REFLECTED CEILING PLAN1TLTLTLTL12NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #12 3/27/18 PACKAGE 4 - ADDENDUM #2
C232120191817161514131211109829282726252422AHJ2A3102A310GD.3C.924.328.4D.8EFE.713.6GWB8' - 0"GWB8' - 0"GWB8' - 0"OPEN TO ABOVEOPEN TO ABOVEOPEN TO BELOWCBE.317.815.813.9E.625.520.521.219.415.717.5G.6205SC SECURE STACKS204SC EXHIBIT201ATELECOM201BELEC201FFIRE ALARM201CPRE ACTION206SC WORKROOM206DSC OFFICE208BCAVERNO208NC HUB - ACADEMICSUCCESS210ASTORAGE210READING ROOMST201STAIR 1EL201ELEVATOR 1EL203ELEVATOR 3ST202STAIR 2HT AFF MEASURED FROM LVL 2ACT-18' - 8"GWB8' - 8"--EXP--EXPHT AFF MEASURED FROM LVL 2WD8' - 0"WD8' - 0"WD8' - 0"GWB8' - 0"GWB8' - 6"26.527.127.325.725.324.5TATATA TATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATA TATATFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTATQTQTQTQTQTQTATA TA TATATA TA TA TATA-6TA-6 TA-6TA-6TAH TAHGWB8' - 0"J.5A.5ACT-38' - 0"TA-6 TA-6TATATA TATATATATA-3 TA-3ACT-18' - 0"TA-3TA-3TA-3TA-3TA-3 TA-3 TA-3TA-3TA-3TA-3TRTRTRTRTR TRTRTRTRTRTR TRTRTRTR TRTRTR TRTRTB-1TB-1TB-1 TB-1TB-1TB-1TAH--EXP--EXP--EXPGWB8' - 0"GWB8' - 0"GWB8' - 0"GWB8' - 0"TATATA TATATATATATATATA TATATA TATAACT-18' - 8"TABTABTAB209SEMINAR ROOMT201GN TOILET ROOM209ASTORAGES206SHAFTTQTAA TAAACT-18' - 0"TAA TAA TAA TAA TAA TAA TAA TAA TAA TAATAA TAA TAA TAA TAA TAA TAA TAA TAA TAA TAA TAAGWB8' - 0"208AREFLECTION ROOMTATATATATATATFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTA-3 TA-3TA-3 TA-3 TA-3 TA-3 TA-3TA-3TA-3 TA-3TA-3TA-3 TA-3TA-3TA-3 TA-3TA-3TA-3 TA-3TA-3 TA-3TA-3 TA-3TA-3 TA-3TA-3 TA-3 TA-3 TA-3 TA-3TA-3TA-3TA-3 TA-3TA-3TA-3TA-3 TA-3TA-3TA-3 TA-3TA-3TATAH TAHTPTPTPTA-3 TA-3TA-3 TA-3TATA26.6TA-3TA-3TA-3TA TA TAGWB8' - 0"TATPTATATAV-1V-1V-1V-2V-2V-1TPTP TPTPTPTB-1TB-1TB-1TB-1TP TP TP TP TPTPTPTPTPTPTPTPTPTP TP TP TP TPTP TP TP TP TP TPTPTPTPST103STAIR 3EL202ELEVATOR 2207HALL205BSC SECURE HALL201HALL206ASC SHARED OFFICE206BSC OFFICE206CSC OFFICES203SHAFTS204SHAFTS207SHAFTS205SHAFT208CPHONE205AVEST201GELECTP TP TP TP TP TP TP TP TP TP TPTKTPALIGNGWB8' - 0"GWB9' - 0"GWB9' - 0"GWB8' - 4"GWB8' - 4"GWB8' - 4"GWB8' - 4"--EXPGWB8' - 4"GWB9' - 0"GWB9' - 0"GWB9' - 0"GWB9' - 0"GWB9' - 0"GWB9' - 0"GWB9' - 0"WT-1WT-1WT-1WT-1WT-1WT-1FWPFWPFWPFWPGWB8' - 8"WT-1WT-125.4TBTBTBTBTBTB4A9301GWB8' - 8"4A9301V-1NJB-29NJB-3025.922.921.321.420.118.918.717.717.416.116.213.814.114.213.513.413.112.310.49.9GWB8' - 0"1GWB8' - 0"GWB7' - 6"GWB7' - 6"GWB7' - 6"GWB7' - 6"4A93014A93022A91318A9302A903111A90322A91322A913122A91311A9031121A91322A9138A9307A9301EQ60' - 0"EQEQ14' - 6"EQEQ24' - 0"EQ7A93011WT-114A93011A930GWB8' - 0"EDGE OF GWB PAST GLASS4A9601GWB CLG AT 6' 4"11A93014A930111RCP GENERAL NOTES1. PATTERNS USED TO INDICATE CEILING MATERIALS ARE FOR GRAPHIC DESIGNATION ONLY AND DO NOT RELATE TO MATERIAL SIZE OR INSTALLATION DIRECTION. REFER TO FINISH SCHEDULE AND SPECIFICATIONS FOR FURTHER INFORMATION.2. LIGHTING TYPES AND LOCATION SHOWN FOR REFERENCE/COORDINATION PURPOSES ONLY. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR FINAL TYPES AND QUANTITIES.3. REFFER TO AND COORDINATE W. MEP DRAWINGS FOR ADDITIONAL INFORMATION. MEP ITEMS SHOWN FOR ILLUSTRATIVE AND COORDINATION PURPOSES ONLY.4. ALL CEILING MOUNTED DEVICES, INCLUDING BUT NOT LIMITED T OSPRINKLER HEADS, RECESSED LIGHTS, SMOKE DETECTORS, ETC. WHICH OCCUR IN ACT GRIDS SHALL BE CENTERED IN CEILING TILE U.N.O.5. CEILING SUBCONTRACTOR SHALL PROVIDE APPROPRIATE BLOCKING AND TEES FOR ALL CEILING MOUNTED EQUIPMENT, INCLUDING BUT NOT LIMITED T OMECHANICAL GRILLESS, ELECTRICAL FIZTURES, CURTAIN TRACKS.6. PROVIDE ACCESS PANELS IN GWB CEILNG AS REQUIRED BY MEP. COORDINATE FINAL LOCATIONS WIT HARCHITECT PRIOR TO INSTALLATION.ELEVATIONS ARE ABOVE FINISH FLOOR U.N.O.RCP LEGENDACT-1ACOUSTIC CEILING TILE - 2 x 6 CONCEALED SPLINESEE SPECIFICATIONSGENERAL NOTES AND LEGEND APPLIES TO ALL A200 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.ACT-2ACOUSTIC CEILING TILE - 2 x 2 LAY-INSEE SPECIFICATIONSACT-3ACOUSTIC PLASTER CEILINGSEE SPECIFICATIONSGWBEXP - NO CEILING - PAINT ALL EXPOSED ELEMENTS AND PROVIDE SPRAY FIBER INSULATION (ACOUSTIC TREATMENT) AT BOTTOM OF EXPOSED DECKNO CEILING / REFER TO FINISH SCHEDULECEILING MOUNTED SECURITY CAMERA - SHOWN FOR REFERENCE ONLY. COORDINATE FINAL LOCATIONS AND REQUIREMENTS WITH SECURITY CONSULTANT.APACCESS PANEL - SHOWN FOR REFERENCE ONLY. COORDINATE NEED FOR ADDITIONAL ACCESS PANELS WITH OVERHEAD UTILITIES AND FINAL LOCATIONS TO BE REVIEWED BY ARCHITECT.WDWOOD VENEER PANELINGTYP. DOWNLIGHT - SEE ELEC DWGSTYP. LINEAR LIGHT FIXTURE - SEE ELEC DWGSTYP. 2" LINEAR DIFFUSER, SEE MEP.TYP. SQUARE DIFFUSER, SEE MEP.ROLLER SHADE, SINGLE - SEE SPECIFICATIONSROLLER SHADE, DUAL - SEE SPECIFICATIONSROLLER SHADE, DUAL MOTORIZED - SEE SPECIFICATIONSSUSPENDED FABRIC WRAPPED ACOUSTIC CLG PANEL - SEE SPEC. COORD FWAL DIMS + LOCATION W/ MEP IN EXPOSED CLGFWPTYP. LINEAR FIXTURE STRIP LIGHT ARM MOUNTED TO BOOKCASE -COORDINATE QTY AND MOUNTING W/ MILLWORK SECTIONSTPISO ACOUSTIC ISOLATION CEILING (ABOVE FINISH CEILING)WT-1WT-2WT-3NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:04:53 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A202LEVEL 2 REFLECTEDCEILING PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL 2 REFLECTED CEILING PLAN12NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #12 3/27/18 PACKAGE 4 - ADDENDUM #2
C232120191817161514131211109829282726252422ADD.9HJ2A3102A310GD.3C.924.328.4D.8EFE.713.6ACT-19' - 0"ACT-19' - 0"ACT-19' - 0"GWB9' - 0"GWB9' - 6"GWB9' - 6"GWB9' - 6"GWB9' - 6"GWB9' - 0"--EXPGWB8' - 0"GWB10' - 0"OPEN TO ABOVECGWB9' - 6"GWB7' - 7"BE.317.815.813.9E.625.520.521.219.415.717.5309FSTAFF ROOM310BCOLLAB ROOM303SPECIALCOLLECTIONSCLASSROOM302COLLOCOTTREADING RM301EGROUP STUDY310CCOLLAB ROOM301ATELECOM301BELEC307DCONSULT307CCONSULT305SC SECURE STACKS304SC CLASSROOMT301WOMENT302MEN/GN307BSC MEETING ROOM301FGROUP STUDY301GFIRE ALARM301CPRE ACTION307SPECIALCOLLECTIONSREADING ROOM308SPECIALCOLLECTIONSENTRY306SC STAFFWORKROOM310OPEN READINGROOM309EOFFICE - D&A309CINTER LIBRARYLOAN309AMEETING ROOM309HOFFICE - D&A309DOFFICE - D&A309GSTORAGE310ASTORAGEST301STAIR 1EL301ELEVATOR 1EL303ELEVATOR 3ST302STAIR 2ACT-110' - 0"GWB8' - 0"--EXPGWB8' - 0"GWB8' - 0"ACT-19' - 0"ACT-19' - 0"WD7' - 6"ACT-19' - 0"GWB9' - 6"WD7' - 6"WD7' - 6"IN AREAS BELOW MECHANICAL ROOM, ACOUSTIC DOUBLE LAYER PLASTERBOARD DROP CEILING WITH FIBERGLASS & SPRING HANGERS ABOVE CEILING FINISH. SEE GWB10' - 0"26.527.127.325.725.324.5TA-3TA-3 TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TX-1TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TMTMTM TMTQTATQTATATATPTA-6TA-6TA-6TSTSTFTPTPTA TA TA TATATATATATA TA TA TATATATATATATATATATQTQTQTQTQTQTQTFTFTFTFTFTFTFTFTA TATATATMTA TATATATMTATATATATMTMTATATA TATAHTAHTB-1TB-1TB-1TB-1 TB-1TB-1TB-1TB-1TETETETETETXJ.5A.5TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3 TA-3 TA-3TA-3TA-3TA-3TA-3TA-3 TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3ACT-19' - 0"TA-3TA-3TA-3TA-3TA-6 TA-6TA-3TMTMTA TATATATATATATATATATATATATATATATETETETETETEWD7' - 6"WD7' - 6"TA-6GWB9' - 0"GWB9' - 0"GWB9' - 0"--EXPACT-110' - 0"TA-3TA-3 TA-3 TA-3 TA-3TA-3 TA-3 TA-3TA-3TX-1TX-1TX-1TX-1TA-3TA-3TA-6TPTAH TAHTF TF TF TFTF TF TF TFTATATA TATA TA TA TATATATATATATATATATATATATATATATATATA TATATATATATATA TATA TATA TATATATATATATATATATQTQTQTQTQTQTATFTFTFTFTFTFTFTFTFTFTFTFTATATATFTFTFTFTFTFTFTFTFTFTMTQTQTQTQ TQTX-1TSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTA TA TA TATA TA TA TATATATATATATZTA TATATA-3TA-3 TA-3 TA-3 TA-3 TA-3 TA-3TA-3 TA-3 TA-3 TA-3 TA-3TA-3TA-3TA-3TA-3TA-3TA-3 TA-326.6304AEXHIBIT AND RAREBOOK PREPEL302ELEVATOR 2ST103STAIR 3309DISCOVERY &ACCESS309JPHONE (ADA)301DPHONES303SHAFTS304SHAFTS307SHAFT305BSC SECURE HALLS301SHAFTS302SHAFTS305SHAFTS306SHAFTA7023TA-3TA-3 TA-3TA-3 TA-3 TA-3TA-3TA-3 TA-3TA-3TA-3 TA-3TA-3TA-3 TA-3TA-3TA-3 TA-3TA-3 TA-3TA-3 TA-3TA-3 TA-3TA-3 TA-3 TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-3 TA-3TA-3TA-3TA-3TA-3TA-3TA-3TA-6 TA-6TA-6 TA-6TB-1TB-1TB-1TB-1TA-3TA-3TA-3TPTPTPTPTP TP TP TPTP TP TP TP TP TP TP TP TP TP TPV-1 V-1V-1V-2V-2GWB9' - 0"TK TKTKGWB9' - 0"GWB9' - 0"GWB9' - 0"ALIGNALIGNALIGNGWB7' - 6"GWB7' - 6"ALIGNALIGNALIGNALIGNGWB9' - 4"GWB9' - 4"GWB9' - 4"GWB9' - 4"GWB9' - 4"GWB9' - 4"GWB9' - 10"GWB9' - 10"GWB9' - 10"TAHFWPFWPFWPFWPWT-1WT-1WT-1 WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-19' - 2"9' - 2"WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1GWB7' - 6"GWB7' - 6"1' - 6"1' - 6"WT-1WT-1WT-1WT-1WT-125.4GWB10' - 7 1/2"WT-1WT-11307ASC SMALL GROUPROOMGWB19' - 0"3A930TYPTBTBTBTBTBTB3A930TYPGWB10' - 7 1/2"1V-1GWB7' - 6"WT-1 WT-1 WT-1 WT-1 WT-1 WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1NJB-29NJB-3025.922.921.321.420.118.918.717.717.416.116.213.814.114.213.513.413.112.310.49.98"8"--EXP--EXP--EXP122A9131GWB9' - 4"GWB9' - 4"22A913121A91321A913111A903122A91322A91311GWB9' - 4"22A9131ALIGN7A930GWB9' - 0"GWB9' - 0"1ACT-19' - 0"GWB10' - 0"4A960301HELEC/2A9307A93022A913111111A903RCP GENERAL NOTES1. PATTERNS USED TO INDICATE CEILING MATERIALS ARE FOR GRAPHIC DESIGNATION ONLY AND DO NOT RELATE TO MATERIAL SIZE OR INSTALLATION DIRECTION. REFER TO FINISH SCHEDULE AND SPECIFICATIONS FOR FURTHER INFORMATION.2. LIGHTING TYPES AND LOCATION SHOWN FOR REFERENCE/COORDINATION PURPOSES ONLY. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR FINAL TYPES AND QUANTITIES.3. REFFER TO AND COORDINATE W. MEP DRAWINGS FOR ADDITIONAL INFORMATION. MEP ITEMS SHOWN FOR ILLUSTRATIVE AND COORDINATION PURPOSES ONLY.4. ALL CEILING MOUNTED DEVICES, INCLUDING BUT NOT LIMITED T OSPRINKLER HEADS, RECESSED LIGHTS, SMOKE DETECTORS, ETC. WHICH OCCUR IN ACT GRIDS SHALL BE CENTERED IN CEILING TILE U.N.O.5. CEILING SUBCONTRACTOR SHALL PROVIDE APPROPRIATE BLOCKING AND TEES FOR ALL CEILING MOUNTED EQUIPMENT, INCLUDING BUT NOT LIMITED T OMECHANICAL GRILLESS, ELECTRICAL FIZTURES, CURTAIN TRACKS.6. PROVIDE ACCESS PANELS IN GWB CEILNG AS REQUIRED BY MEP. COORDINATE FINAL LOCATIONS WIT HARCHITECT PRIOR TO INSTALLATION.ELEVATIONS ARE ABOVE FINISH FLOOR U.N.O.RCP LEGENDACT-1ACOUSTIC CEILING TILE - 2 x 6 CONCEALED SPLINESEE SPECIFICATIONSGENERAL NOTES AND LEGEND APPLIES TO ALL A200 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.ACT-2ACOUSTIC CEILING TILE - 2 x 2 LAY-INSEE SPECIFICATIONSACT-3ACOUSTIC PLASTER CEILINGSEE SPECIFICATIONSGWBEXP - NO CEILING - PAINT ALL EXPOSED ELEMENTS AND PROVIDE SPRAY FIBER INSULATION (ACOUSTIC TREATMENT) AT BOTTOM OF EXPOSED DECKNO CEILING / REFER TO FINISH SCHEDULECEILING MOUNTED SECURITY CAMERA - SHOWN FOR REFERENCE ONLY. COORDINATE FINAL LOCATIONS AND REQUIREMENTS WITH SECURITY CONSULTANT.APACCESS PANEL - SHOWN FOR REFERENCE ONLY. COORDINATE NEED FOR ADDITIONAL ACCESS PANELS WITH OVERHEAD UTILITIES AND FINAL LOCATIONS TO BE REVIEWED BY ARCHITECT.WDWOOD VENEER PANELINGTYP. DOWNLIGHT - SEE ELEC DWGSTYP. LINEAR LIGHT FIXTURE - SEE ELEC DWGSTYP. 2" LINEAR DIFFUSER, SEE MEP.TYP. SQUARE DIFFUSER, SEE MEP.ROLLER SHADE, SINGLE - SEE SPECIFICATIONSROLLER SHADE, DUAL - SEE SPECIFICATIONSROLLER SHADE, DUAL MOTORIZED - SEE SPECIFICATIONSSUSPENDED FABRIC WRAPPED ACOUSTIC CLG PANEL - SEE SPEC. COORD FWAL DIMS + LOCATION W/ MEP IN EXPOSED CLGFWPTYP. LINEAR FIXTURE STRIP LIGHT ARM MOUNTED TO BOOKCASE -COORDINATE QTY AND MOUNTING W/ MILLWORK SECTIONSTPISO ACOUSTIC ISOLATION CEILING (ABOVE FINISH CEILING)WT-1WT-2WT-3NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:05:17 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A203LEVEL 3 REFLECTEDCEILING PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL 3 REFLECTED CEILING PLAN1WT1WT2WT32NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #12 3/27/18 PACKAGE 4 - ADDENDUM #2
C23212019181716151422ADHJ2A3102A310GD.8EFE.7OPEN TO ABOVEACT-29' - 0"ACT-18' - 6"CACT-310' - 0"ACT-18' - 6"GWB8' - 0"BE.317.815.813.9E.620.521.219.415.717.5ROOFTOPREADINGROOM401TELECOM402BCATERINGPREP403MECHANICALROOM402STAIR 2ST402STAIR 1ST401ELEVATOR3EL4036A5726A5715A571TA-5TA-5TA-5TA-5TA-5TA-5TA-5TA-5TA-5TA-6TA-6TA-6TA-6TQ-2TQ-2TQ-2TQ-2TQ-2TZ TZTA TATATATATMTMGWB8' - 0"A2042J.5A.5TA-6TA-6TA-6TA-6TA-6TA-6TA-6TA-6TA-6TA-6TA-6TA-6TA-6TA-6TA-6TYP5' - 0"TZ TZTZ TZTZ TZTZ TZTA-6TA-6TA-6TA-6TA-6TA-6TA-6 TA-6TA-6 TA-6TA-6TA-6 TA-6 TA-6TA-6 TA-6 TA-6TA-6TA-6TA-6TA-6TA-6TQ-2TQ-2TQ-2TQ-2TA-6TQ-1 TQ-1TQ-1TQ-1TQ-1 TQ-1TQ-1TQ-1TM-1TX-1405EXTERIOR TERRACEEL402ELEVATOR 2402CELEC401AFIRE ALARM406WOMEN407MENGWB8' - 0"SLOPE OF ROOF BEYOND401BAV CLOSETV-1TTTTTTTADTADTADTADTADTAD TADTADTADTADTADTADTADTADTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTV-1V-1V-1V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-2V-2TKTKTK2A534GWB8' - 0"PROVIDE 2HR RATED SOFFIT CONSTRUCTION AT FIRE PROTECTION PIPING AS REQ'D.SLOPED GWB SOFFIT IN COORD. W/ SLOPED CEILING STRUCTURE ABOVE.SLOPED GWB SOFFIT IN COORD. W/ SLOPED CEILING STRUCTURE ABOVE.GWB8' - 0"WT-3WT-3WT-3 WT-3 WT-3WT-3WT-3 WT-3WT-3WT-3V-5V-5V-5V-5V-5V-5V-5V-5TA-5TA-5EQEQEQEQEQEQEQEQ9' - 6"2' - 0"EQEQEQEQ2' - 0"9' - 6"NJB-29NJB-30A941322.921.321.420.118.918.717.717.416.116.29A9309A930111RCP GENERAL NOTES1. PATTERNS USED TO INDICATE CEILING MATERIALS ARE FOR GRAPHIC DESIGNATION ONLY AND DO NOT RELATE TO MATERIAL SIZE OR INSTALLATION DIRECTION. REFER TO FINISH SCHEDULE AND SPECIFICATIONS FOR FURTHER INFORMATION.2. LIGHTING TYPES AND LOCATION SHOWN FOR REFERENCE/COORDINATION PURPOSES ONLY. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR FINAL TYPES AND QUANTITIES.3. REFFER TO AND COORDINATE W. MEP DRAWINGS FOR ADDITIONAL INFORMATION. MEP ITEMS SHOWN FOR ILLUSTRATIVE AND COORDINATION PURPOSES ONLY.4. ALL CEILING MOUNTED DEVICES, INCLUDING BUT NOT LIMITED T OSPRINKLER HEADS, RECESSED LIGHTS, SMOKE DETECTORS, ETC. WHICH OCCUR IN ACT GRIDS SHALL BE CENTERED IN CEILING TILE U.N.O.5. CEILING SUBCONTRACTOR SHALL PROVIDE APPROPRIATE BLOCKING AND TEES FOR ALL CEILING MOUNTED EQUIPMENT, INCLUDING BUT NOT LIMITED T OMECHANICAL GRILLESS, ELECTRICAL FIZTURES, CURTAIN TRACKS.6. PROVIDE ACCESS PANELS IN GWB CEILNG AS REQUIRED BY MEP. COORDINATE FINAL LOCATIONS WIT HARCHITECT PRIOR TO INSTALLATION.ELEVATIONS ARE ABOVE FINISH FLOOR U.N.O.RCP LEGENDACT-1ACOUSTIC CEILING TILE - 2 x 6 CONCEALED SPLINESEE SPECIFICATIONSGENERAL NOTES AND LEGEND APPLIES TO ALL A200 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.ACT-2ACOUSTIC CEILING TILE - 2 x 2 LAY-INSEE SPECIFICATIONSACT-3ACOUSTIC PLASTER CEILINGSEE SPECIFICATIONSGWBEXP - NO CEILING - PAINT ALL EXPOSED ELEMENTS AND PROVIDE SPRAY FIBER INSULATION (ACOUSTIC TREATMENT) AT BOTTOM OF EXPOSED DECKNO CEILING / REFER TO FINISH SCHEDULECEILING MOUNTED SECURITY CAMERA - SHOWN FOR REFERENCE ONLY. COORDINATE FINAL LOCATIONS AND REQUIREMENTS WITH SECURITY CONSULTANT.APACCESS PANEL - SHOWN FOR REFERENCE ONLY. COORDINATE NEED FOR ADDITIONAL ACCESS PANELS WITH OVERHEAD UTILITIES AND FINAL LOCATIONS TO BE REVIEWED BY ARCHITECT.WDWOOD VENEER PANELINGTYP. DOWNLIGHT - SEE ELEC DWGSTYP. LINEAR LIGHT FIXTURE - SEE ELEC DWGSTYP. 2" LINEAR DIFFUSER, SEE MEP.TYP. SQUARE DIFFUSER, SEE MEP.ROLLER SHADE, SINGLE - SEE SPECIFICATIONSROLLER SHADE, DUAL - SEE SPECIFICATIONSROLLER SHADE, DUAL MOTORIZED - SEE SPECIFICATIONSSUSPENDED FABRIC WRAPPED ACOUSTIC CLG PANEL - SEE SPEC. COORD FWAL DIMS + LOCATION W/ MEP IN EXPOSED CLGFWPTYP. LINEAR FIXTURE STRIP LIGHT ARM MOUNTED TO BOOKCASE -COORDINATE QTY AND MOUNTING W/ MILLWORK SECTIONSTPISO ACOUSTIC ISOLATION CEILING (ABOVE FINISH CEILING)WT-1WT-2WT-31817EFTTTTTTTADTADTADTADTADTADTADTADTADTADTADTADTADTADTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT17.717.416.2NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:05:50 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A204LEVEL 4 REFLECTEDCEILING PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL 4 REFLECTED CEILING PLAN1SCALE 1/4" = 1'-0"LEVEL 4 REFLECTED CEILING PLAN - AT OCULUS22NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #12 3/27/18 PACKAGE 4 - ADDENDUM #2
LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"LEVEL G175' - 11"LEVEL LL160' - 0"23212019181716151413121110987292827262524224A4053A4034A4041A4033A402A40112A401A4032PORTION OF EXISTING FOUNDATION WALL TO BE EXPOSED - INFILL AND PATCH WHERE REQUIRED - BOWIE TO REMAINW2aW3W3W7W2aW2aW2aW2aW2aW2aW2aW2aW2aCW-03M, TYP OF 5SLATE ROOFINGELEVATOR OVERRUN -CLAD IN SLATE TO MATCH ROOFINGELEVATOR OVERRUN - CLAD IN SLATE TO MATCH ROOFINGEXISTING MASONRY WALL TO REMAINGLAZED ALUMINUM CURTAIN WALL EXISTING BROWNSTONE WATERTABLE - REPAIR AS NECESSARY AND REPOINTMETAL PANELGLAZED ALUM CURTAIN WALL AT "THROAT" - FRITTED GLASSSANDBLASTED PRECAST PARAPET WALLORIGINAL 1909 FACADE -"EAST PAVILLION"W1W1W1W1W1W1SANDBLASTED PRECAST PANELS AT "PLINTH"CW-01CW-01CW-02CW-02CW-08SANDBLASTED PRECAST PANELS AT "PLINTH"A5612W2aW2aLOUVERSCJ CJCJCJABBT.O. STL AT 3" DECK241' - 8 1/2"RESTORE & RELAMP EXISTING (SALVAGED) LIGHT FIXTURES, TYP OF 2RESTORE & PAINT EXISTING RAILINGCW-03AHOSE BIB LOCATION, SEE PLUMBING1' - 8"6' - 0"25' - 8"5' - 8"2' - 8"2' - 8"EXTERIOR OUTLET LOCATION - TYP OF 22HOSE BIB LOCATION, SEE PLUMBING211' - 0"13' - 6"2EXTERIOR POWER LOCATION, SEE ELEC2' - 4"1' - 6"13' - 11 5/8"2' - 2 3/8"HOSE BIB LOCATION, SEE PLUMBINGL5BB2A5531322LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"SOUTH ENTRY177' - 6"LEVEL G175' - 11"LEVEL LL160' - 0"2321201918171615141312111098282726252422LEVEL G.5188' - 0"LEVEL 4 MECH224' - 8"3A4042A4054A4036A4033A4015A401A4014A4035CW-02CW-02CW-01W5W6W5W6W6W6W6W6W6W6W5W5W5W5W5W5W5W5W5W5W5W5W5W5W4W4W4W4W4W4W4W4W4"OCULUS" SKYLIGHTSTAINLESS/GLASS DOOR ASSEMBLYGLAZED ALUM CLERESTORYMETAL PANELGLAZED CURTAIN WALL WITH TIMBER MULLIONS AT "JEWEL BOXES"METAL FASCIASUN LOUVERS -PROJECTION AND SPACING VARIESSTACKED STONESANDBLASTED PRECAST CONCRETE PANELS AT "PLINTH"GLAZED ALUM CURTAIN WALL AT "PLINTH"GLAZED ALUM CURTAIN WALL AT "THROAT" -FRITTED GLASSEXISTING BROWNSTONE WATERTABLE TO BE PATCHED/REPAIRED AS REQ AND REPOINTEDEXISTING MASONRY WALL TO REMAINORIGINAL 1909 FACADE -"WEST PAVILLION"EXISTING BROWNSTONE CORNICE TO REMAIN - REPAIR AS REQUIREDFLAT LOCK STANING SEAM METAL ROOFELEVATOR OVERRUN -SLATE CLADDINGELEVATOR OVERRUN -SLATE CLADDING (MATCH SLATE ROOF)SANDBLASTED PRECAST CONCRETE PANELS AT "PLINTH"GLAZED ALUM CURTAIN WALL AT "PLINTH"GLAZED ALUM CURTAIN WALL AT "THROAT" -FRITTED GLASSSANDBLASTED PRECAST CONCRETE PANELS PARAPET WALLCW-03LCW-08SNOW RAILSINTAKE LOUVERS - 11' - 6" HIGH X 4' - 2" WIDE W/ BLANK-OFF PANEL(10' - 6" HIGH X 4' - 2" WIDE OPENING)1A5611ELEVATOR VENT - SEE MECHELEVATOR VENT, SEE MECHAHU, SEE MECHCJ CJCJ CJT.O. STL AT 3" DECK241' - 8 1/2"CW-03DCW-03BCW-013' - 0"1' - 8"HOSE BIB LOCATION, SEE PLUMBING2EXTERIOR OUTLET LOCATION, SEE ELEC1' - 6"2' - 2 3/8"2HOSE BIB LOCATION - ALIGN WITH INTERIOR WALL, SEE PLUMBING5' - 10"3' - 0"HOSE BIB LOCATION, SEE PLUMBING6' - 0"3' - 6"EXTERIOR OUTLET LOCATION, SEE ELEC1' - 6"2' - 0"2EXTERIOR OUTLET LOCATION, SEE ELEC1' - 6"2' - 6"256L52L12232LEVEL 4228' - 3"2120191817161514223A405METAL PANEL FASCIAALUMINUM GLAZING CURTAIN WALLFLAT LOCK STANDING SEAM METAL CLADDING (TO MATCH ROOF) CW-03JCW-03IELEVATOR OVERRUN - SLATE CLADDINGPRECAST PANELST.O. STL AT 3" DECK241' - 8 1/2"3' - 0"6' - 0"HOSE BIB LOCATION, SEE PLUMBING1' - 6"1' - 6"4' - 10"EXTERIOR OUTLET LOCATIONS, SEE ELEC22LEVEL 4228' - 3"BCW-03KA.5METAL FASCIAT.O. STL AT 3" DECK241' - 8 1/2"LEVEL 4228' - 3"BCW-03HA.5METAL FASCIAT.O. STL AT 3" DECK241' - 8 1/2"MATERIAL LEGEND: ELEVATIONSPRECAST CONCRETE (SANDBLASTED)STACKED STONEMETAL GLAZINGFRITTED GLAZINGSLATEEXISTING MASONRYNEW (SALVAGED BRICK) MASONRYBROWNSTONE - PATCH AND REPLACELEVEL 1192' - 2"LEVEL G175' - 11"3L34' - 8"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:07:15 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A300BUILDING ELEVATIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LIBRARY EAST ELEVATION1SCALE 1/8" = 1'-0"LIBRARY WEST ELEVATION2SCALE 1/8" = 1'-0"ROOFTOP - WEST ELEVATION4SCALE 1/8" = 1'-0"ROOFTOP - SOUTH ELEVATION3SCALE 1/8" = 1'-0"ROOFTOP - NORTH ELEVATION5GENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.SCALE 1/8" = 1'-0"AREAWAY ELEV AT WRIGHT62NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #22 03/23/18 PACKAGE 4 - ADDENDUM #13 3/27/18 PACKAGE 4 - ADDENDUM #2
LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"LEVEL G175' - 11"DJA4042GEFBSEE 4/A301SEE 6/A301ORIGINAL 1909 FACADE -"WEST PAVILLION" BEYONDORIGINAL 1909 FACADE -"EAST PAVILLION" BEYONDSTANDING SEAM METAL ROOFGLAZED ALUM CURTAIN WALLMETAL FASCIA"OCULUS" SKYLIGHTSLATE ROOFSUNKEN COURTYARDCW-03ECW-01CW-08KA.5CJ CJELEVATOR OVERRUN - CLAD IN SLATE TO MATCH ROOFINGLOUVERST.O. STL AT 3" DECK241' - 8 1/2"OUTLINE OF AHU, SEE MECHSCUPPER, TYP OF 2CW-03LCW-03H1' - 6"5' - 6"2' - 0"1' - 6"4' - 0"3' - 0"EXTERIOR OUTLET LOCATIONS, SEE ELEC, TYP OF 21HOSE BIB LOCATION, SEE PLUMBINGL6LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"SOUTH ENTRY177' - 6"LEVEL G175' - 11"LEVEL LL160' - 0"ADJA4022SOUTH ENTRY 2179' - 0"GEFCLEVEL LL LANDING162' - 6"SLATE ROOFINGSEE 1/A301SEE 3/A301FLAT SEAM METAL ROOFINGORIGINAL 1909 FACADE -"WEST PAVILLION" BEYONDORIGINAL 1909 FACADE -"EAST PAVILLION" BEYOND"OCULUS" SKYLIGHT - GLAZED (CURVED) ALUM CURTAIN WALLMECHANICAL ROOMMETAL FASCIAGLAZING ALUM CURTAIN WALLCW-01CW-03CKA5101A.5MAIN ELECTRICAL ROOMMECHANICAL ROOMCJCJT.O. STL AT 3" DECK241' - 8 1/2"LOUVERSOUTLINE OF AHU, SEE MECHELEVATOR OVERRUN, CLAD IN SLATE TO MATCH ROOFSCUPPER, TYP OF 2CW-03K10"9' - 0"1' - 6"2' - 0"EXTERIOR OUTLET LOCATION, SEE ELECEXTERIOR OUTLET LOCATION, SEE ELEC11L6LEVEL 1192' - 2"LEVEL G175' - 11"87654A404SANDBLASTED PRECAST CONCRETE PANELSGLAZED ALUM CURTAIN WALLCW-03FVIF5' - 7 7/8"11' - 3 3/4"11' - 3 3/4"11' - 3 3/4"VIF11' - 0 3/4"ALIGN, TYPLEVEL 1192' - 2"LEVEL G175' - 11"LEVEL G.5188' - 0"1A404SANDBLASTED PRECAST CONCRETE PANELSGLAZED ALUM CURTAIN WALL12' - 1"8' - 6"CW-03GVIF11' - 9 1/8"12' - 4"12' - 0"VIF10' - 8 7/8"ALIGN, TYPTL-21LEVEL 1192' - 2"LEVEL G175' - 11"87653A404SANDBLASTED PRECAST CONCRETE PANELS13' - 9"PANEL WIDTH10' - 3"12' - 0"12' - 0"VIF1' - 3 3/8"LOUVER, CENTER IN PRECAST PANELVIF1' - 7 1/2"2' - 0"1' - 6"EXTERIOR OUTLET LOCATION, SEE ELEC15' - 6"L4EQEQ1LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"SOUTH ENTRY177' - 6"LEVEL G175' - 11"ALEVEL 4 MECH224' - 8"CBLINE OF ABUTTING STRUCTURE TO BE REMOVEDCW-02CW5W5W5W5W4W4W6W6PATCH, REPAIR, REPLACE BROWNSTONE AS REQUIRED - TYPICALPATCH, REPAIR, REPLACE BROWNSTONE CORNICE AS REQUIRED - TYPICALPATCH, REPAIR, REPLACE, INFILL BRICK AS REQUIRED - TYPICALORIGINAL 1909 FACADE -"WEST PAVILLION" INFILL EXISTING DOOR OPENING WITH BRICK TO MATCHINFILL EXISTING DOOR OPENING WITH BRICK TO MATCHA.5NOTE: HATCHED AREAS ARE KNOWN TO BE SEVERLY DAMAGED. VERIFY EXTENT AFTER DEMOLITION COMPLETED.LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"LEVEL G175' - 11"JGLINE OF ABUTTING STRUCTURE TO BE REMOVEDINFILL EXISTING LOUVER & DOOR OPENINGS WITH BRICK TO MATCHPATCH, REPAIR, REPLACE, INFILL BRICK AS REQUIREDCW-02BPATCH, REPAIR, REPLACE BROWNSTONE AS REQUIRED - TYPICALPATCH, REPAIR, REPLACE BROWNSTONE CORNICE AS REQUIRED - TYPICALW1W1W2bW2bW2bW2bORIGINAL 1909 FACADE -"EAST PAVILLION" INFILL EXISTING DOOR OPENINGS WITH SALVAGED BRICK TO MATCHKT.O. STL AT 3" DECK241' - 8 1/2"NOTE: HATCHED AREAS ARE KNOWN TO BE SEVERLY DAMAGED. VERIFY EXTENT AFTER DEMOLITION COMPLETED.LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"LEVEL G175' - 11"JLEVEL G.5188' - 0"LEVEL 4 MECH224' - 8"GW2bW2bW2bW2bW1LINE OF ABUTTING STRUCTURE TO BE REMOVEDCW-02APATCH, REPAIR, REPLACE BROWNSTONE AS REQUIRED - TYPICALPATCH, REPAIR, REPLACE BROWNSTONE CORNICE AS REQUIRED - TYPICALPATCH, REPAIR, REPLACE, INFILL BRICK AS REQUIRED - TYPICALORIGINAL 1909 FACADE -"EAST PAVILLION" BEYONDKA5613T.O. STL AT 3" DECK241' - 8 1/2"NOTE: HATCHED AREAS ARE KNOWN TO BE SEVERLY DAMAGED. VERIFY EXTENT AFTER DEMOLITION COMPLETED.REMOVE ALL STEEL ASSOCIATED WITH REMOVED STRUCTURE, TYPTL-21LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"A1A405CBW4W5W5W5W5LINE OF ABUTTING STRUCTURE TO BE REMOVEDCW-02DPATCH, REPAIR, REPLACE BROWNSTONE AS REQUIREDPATCH, REPAIR, REPLACE BROWNSTONE CORNICE AS REQUIRED -TYPICALPATCH, REPAIR, REPLACE, INFILL BRICK AS REQUIREDORIGINAL 1909 FACADE -"WEST PAVILLION"PATCH, REPAIR, REPLACE BROWNSTONE/BRICK DETAIL AT WINDOW SURROUNDS AS REQUIREDT.O. STL AT 3" DECK241' - 8 1/2"W4NOTE: HATCHED AREAS ARE KNOWN TO BE SEVERLY DAMAGED. VERIFY EXTENT AFTER DEMOLITION COMPLETED.INFILL OPENINGS IN WALL WITH BRICK TO MATCH EXISTING, TYPMATERIAL LEGEND: ELEVATIONSPRECAST CONCRETE (SANDBLASTED)STACKED STONEMETAL GLAZINGFRITTED GLAZINGSLATEEXISTING MASONRYNEW (SALVAGED BRICK) MASONRYBROWNSTONE - PATCH AND REPLACELEVEL 1192' - 2"111' - 0 3/4"2' - 3" VIF196' - 5"BRICK SHELFWALL TYPE W75' - 7 7/8" VIF11' - 3 3/4"11' - 3 3/4"11' - 3 3/4"LEVEL 1192' - 2"111' - 9 1/8"1' - 6" VIF10' - 8 7/8"2' - 3" VIFBRICK SHELFWALL TYPE W7196' - 5"8"8"LEVEL 1192' - 2"11' - 3 3/8" VIF3' - 7 1/2" VIF10' - 3" PANEL WIDTH196' - 5"8"1' - 4"WALL TYPE W7BRICK SHELF2' - 0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:03:23 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A301BUILDING ELEVATIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"NORTH ELEVATION5SCALE 1/8" = 1'-0"SOUTH ELEVATION2SCALE 1/8" = 1'-0"EAST ELEVATION - SUNKEN COURTYARD7SCALE 1/8" = 1'-0"SOUTH ELEVATION - SUNKEN COURTYARD8SCALE 1/8" = 1'-0"WEST ELEVATION - SUNKEN COURTYARD9SCALE 1/8" = 1'-0"SOUTH ELEVATION - 1909 WEST PAVILLION3SCALE 1/8" = 1'-0"SOUTH ELEVATION - 1909 EAST PAVILLION1SCALE 1/8" = 1'-0"NORTH ELEVATION - 1909 EAST PAVILLION6SCALE 1/8" = 1'-0"NORTH ELEVATION - 1909 WEST PAVILLION4GENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.SCALE 1/8" = 1'-0"EAST ELEVATION - PARAPET WALL AT SUNKEN COURTYARD10SCALE 1/8" = 1'-0"NORTH ELEVATION - PARAPET WALL AT SUNKEN COURTYARD11SCALE 1/8" = 1'-0"WEST ELEVATION - PARAPET WALL AT SUNKEN COURTYARD12NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100164/6/2018 12:04:35 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A302EXTERIOR VIEWSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALEAXONOMTERIC VIEW LOOKING SOUTH-EAST1SCALE3D VIEW - EAST ELEVATION2SCALE3D VIEW - WEST ELEVATION31SCALE3D VIEW - SOUTH ENTRY4NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"SOUTH ENTRY177' - 6"LEVEL G175' - 11"LEVEL LL160' - 0"21201918171615131211109829282726252422LEVEL G.5188' - 0"3A3123A312SC -COLLECTIONSWORKROOMSCWORKROOMSPECIALCOLLECTIONSREADINGROOMSCMEETINGROOMSCSECURESTACKSSCSECURESTACKSSCSECURESTACKSSCSECURESTACKSCENTRALSERVICEPOINTSUPPORTMAINHALLMAINHALLROOFTOPREADINGROOMDIGITALMEDIAHUBOPENREADINGROOMSUNKENCOURTYARDSOUTH ENTRY 2179' - 0"301A3121A312LEVEL LL LANDING162' - 6"A5339T.O. STL AT 3" DECK241' - 8 1/2"A5102SIM1A57243A5734A534A573512A9032?LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"LEVEL G175' - 11"121110987632- 1LEVEL G.5188' - 0"451A3121A312210READING ROOM013SUNKENCOURTYARD015AOPEN READING012DIGITAL MEDIA HUB015GENERALCOLLECTIONSSEE 2/A310310OPEN READINGROOM1A4041SIMT.O. STL AT 3" DECK241' - 8 1/2"LEVEL 4228' - 3"EXTERIOR OUTLETS, 5 TYP.LEVEL 4228' - 3"ABA.5EXTERIOR OUTLETS, 2 TYP.LEVEL 4228' - 3"ABEXTERIOR OUTLETS, 2 TYP.THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/8" = 1'-0"4/6/2018 1:07:50 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A310BUILDING SECTIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"N-S BUILDING SECTION2SCALE 1/8" = 1'-0"N-S BUILDING SECTION - SUNKEN COURTYARD1SEE 1/A310GENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.SCALE 1/8" = 1'-0"PARAPET WEST ELEVATION3SCALE 1/8" = 1'-0"PARAPET SOUTH ELEVATION4SCALE 1/8" = 1'-0"PARAPET NORTH ELEVATION53NO. DATE DESCRIPTION1 02/28/18 PACKAGE 42 03/23/18 PACKAGE 4 - ADDENDUM #13 3/27/18 PACKAGE 4 - ADDENDUM #2
LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"LEVEL G175' - 11"2321201918171615142422LEVEL G.5188' - 0"LEVEL 2.8211' - 8"LEVEL 4 MECH224' - 8"3A3123A312402MECHANICAL ROOM302COLLOCOTTREADING RM102BROWSING ROOMCLASSROOM103CONWAY CENTER103ACONWAY - SHAREDOFFICE003SC SECURE STACKS303SPECIALCOLLECTIONSCLASSROOM100EAST ENTRYT.O. STL AT 3" DECK241' - 8 1/2"LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"LEVEL G175' - 11"23212019181716151422LEVEL G.5188' - 0"3A3123A312405EXTERIOR TERRACE010OPEN COLLAB009STAFF WORKROOM108NC HUB - TLR ANDACADEMIC SUCCESST.O. STL AT 3" DECK241' - 8 1/2"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/8" = 1'-0"4/6/2018 12:05:32 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A311BUILDING SECTIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"EAST PAVILION SECTION1SCALE 1/8" = 1'-0"WEST PAVILION SECTION - LOOKING EAST2GENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.NO. DATE DESCRIPTION
LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"LEVEL G175' - 11"DHJLEVEL G.5188' - 0"GEF1A3111A311CB1A3101A310015GENERALCOLLECTIONS012DIGITAL MEDIA HUB210READING ROOM210READING ROOMKA.511A960LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"LEVEL G175' - 11"LEVEL LL160' - 0"ADJGEFCB005SC SECURE STACKS007SOUTH ENTRY307CCONSULT307BSC MEETING ROOMKA.5A5107OPPA5305OPPT.O. STL AT 3" DECK241' - 8 1/2"11A960LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"ADHJLEVEL 2.8211' - 8"LEVEL 4 MECH224' - 8"NC HUB- TLRANDACADEMICSUCCESSNC HUB-ACADEMICSUCCESSROOFTOPREADINGROOMMAINHALLMAINHALLEASTENTRYEASTVESTIBULECOLLOCOTTREADINGRMSCSECURESTACKSWESTVESTIBULEEXTERIORTERRACEGEF1A3111A311CB2A3112A3111A3101A310KA.5T.O. STL @ JB ROOF228' - 0"11A960THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/8" = 1'-0"4/6/2018 12:06:19 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A312BUILDING SECTIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"NORTH JEWELBOX SECTION1SCALE 1/8" = 1'-0"SOUTH JEWELBOX SECTION2SCALE 1/8" = 1'-0"E-W BUILDING SECTION3GENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.NO. DATE DESCRIPTION
LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"LEVEL LL160' - 0"SCWORKROOMSPECIALCOLLECTIONSENTRY11' - 0"11' - 0"16' - 3"ROOF TYPE R6EXTERIOR WALL TYPE W5CBEXTERIOR WALL TYPE W1PROVIDE GRATE OVER AREAWAY - SEE LANDSCAPEAREAWAYA5323A.58A5101A5702TYPL24"17 STONES @ 2'-0" 34' - 0"SILL STONE1' - 8"12' - 9"2' - 6"A5321SIM22LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"SOUTH ENTRY177' - 6"LEVEL G175' - 11"2827262524T.O.S. LEVEL G.5EL. 187' - 5 3/4"3A4022A401SOUTH ENTRY 2179' - 0"ALUMINUM WINDOWS, TYP OF 4GLAZED ALUMINUM CURTAIN WALLPRECAST AT PLINTH WALL, TYP CURVED MEMBRANE ROOFINGMETAL PANELGLAZED (CURVED) CURTAIN WALL WITH TIMBER MULLIONS AT "JEWEL BOXES"SUN LOUVERS -PROJECTION AND SPACING VARIESSTACKED STONEGLAZED ALUM CURTAIN WALL AT "THROAT" -FRITTED GLASSMETAL PANELMETAL PANELMETAL FASCIA4' - 6"8"8"8"1' - 8"8"10"ALIGNBRICK SHELFBRICK SHELFVIF8' - 5 1/2"CJCJOUTLINE OF EXISTING BUILDING6' - 9 1/2"5' - 1"10' - 5"12' - 0"PRECAST PANEL DIMENSIONS11' - 2 3/8"18' - 0"184' - 0"183' - 0"182' - 0"181' - 0"180' - 0"2LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"HJSCSTAFFWORKROOMSCWORKROOMSC -COLLECTIONSWORKROOMSOUTH ENTRY 2179' - 0"FEXTERIOR WALL TYPE W3CURVED GLAZED TIMBER CURTAINWALLROOF TYPE R6A5321A5324EXTERIOR WALL TYPE W1CEMENT PLASTEREXTERIOR SOFFITALUMINUM SUNSHADE LOUVERSA5322T.O. STL @ JB ROOF228' - 0"EXTERIOR WALL TYPE W51' - 1" DEEP BRICK SHELF, SEE/1A401FINISH GRADE1A5315A5702TYPA9303A930422TYP.TYP.A9304212' - 9"4"3 STONES @ 2'-0"6' - 0"SILL10"2LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"SOUTH ENTRY177' - 6"LEVEL G175' - 11"292827262524T.O.S. LEVEL G.5EL. 187' - 5 3/4"5A401SOUTH ENTRY 2179' - 0"METAL PANELGLAZED (CURVED) CURTAIN WALL WITH TIMBER MULLIONS AT "JEWEL BOXES"METAL FASCIASUN LOUVERS -PROJECTION AND SPACING VARIESSTACKED STONESANDBLASTED PRECAST CONCRETE PANELS AT "PLINTH"GLAZED ALUM CURTAIN WALL AT "PLINTH"GLAZED ALUM CURTAIN WALL AT "THROAT" -FRITTED GLASSMETAL PANELCURVED MEMBRANE ROOF8"BRICK SHELF8"INTAKE LOUVERS - 11' - 6" HIGH X 4' - 2" WIDE W/ BLANK-OFF PANEL(10' - 6" HIGH X 4' - 2" WIDE OPENING)1CJCJLINE OF 1909 BUILDING9' - 2 3/4"6' - 6 5/8"PRECAST PANEL DIMENSIONS9' - 11 1/4"18' - 0"12' - 0"9' - 5 1/4"3' - 6"1' - 10"16' - 6"16' - 3"11' - 0"11' - 0"4A534222LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"11' - 0"11' - 0"16' - 3"SPECIALCOLLECTIONSENTRYSCWORKROOMSC -COLLECTIONSWORKROOMSOUTH ENTRY 2179' - 0"ROOF TYPE R1GLAZED ALUMINUM CURTAINWALLEXTERIOR WALL TYPE W5A5327A5326CBMATERIAL LEGEND: ELEVATIONSPRECAST CONCRETE (SANDBLASTED)STACKED STONEMETAL GLAZINGFRITTED GLAZINGSLATEEXISTING MASONRYNEW (SALVAGED BRICK) MASONRYBROWNSTONE - PATCH AND REPLACETHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:07:05 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A401WALL SECTIONS &ENLARGED ELEVATIONS - SJEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"WALL SECTION @ S JEWEL BOX C3SCALE 1/4" = 1'-0"ENLARGED EAST ELEVATION - SOUTH JEWEL BOX1SCALE 1/4" = 1'-0"WALL SECTION @ EAST SIDE OF S JEWEL BOX2SCALE 1/4" = 1'-0"ENLARGED WEST ELEVATION - SOUTH JEWEL BOX4SCALE 1/4" = 1'-0"WALL SECTION @ SW THROAT5PLEASE NOTE:REFER TO FRONT CURTAINWALL PACKAGE IN SPEC APPENDIX FOR INFORMATION REGARDING CURTAINWALL SYSTEMSGENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.FOR LARGE SCALE CW SHEETS, PLS. SEE A550 - A553 NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #22 03/23/18 PACKAGE 4 - ADDENDUM #1
LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"SOUTH ENTRY177' - 6"LEVEL G175' - 11"LEVEL LL160' - 0"2928SPECIALCOLLECTIONSREADINGROOMSCWORKROOMSC -COLLECTIONSWORKROOMLEVEL LL LANDING162' - 6"ROOF TYPE R6CURVED TIMBER CURTAIN WALLWITH CURVED INSULATED GLAZINGALUMINUM SUNSHADE "LOUVERS"DEPTH VARIESSTACKED STONE VENEER WALLROOF TYPE R3NEW SLAB ON COMPACTED CRUSHED STONECEMENT PLASTER SOFFITGLAZED ALUMINUM CURTAIN WALL5A51010' - 5"11' - 6"AT ELEVATOR PITA5545A9304A930411A55421A554LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"SOUTH ENTRY177' - 6"LEVEL G175' - 11"LEVEL LL160' - 0"DHJA.5F.9D.7E.1F.11A402SOUTH ENTRY 2179' - 0"GEFCBLEVEL LL LANDING162' - 6"GLAZED (CURVED) CURTAIN WALL WITH TIMBER MULLIONS AT "JEWEL BOXES"METAL PANELMETAL FASCIACURVED MEMBRANE ROOFSUN LOUVERS -PROJECTION AND SPACING VARIESSTACKED STONESANDBLAST PRECAST PANELS AT "PLINTH"GLAZED ALUM CURTAIN WALL CONCEALED FRAME FLUSH METAL DOOR, FINISH TO MATCH TRANSOMA.58A51010"10"8"CJCJPRECAST PANEL12' - 0" TYPLEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"HSCSTAFFWORKROOMSCWORKROOMSC -COLLECTIONSWORKROOMSOUTH ENTRY 2179' - 0"GEXTERIOR WALL TYPE W3EXTERIOR WALL TYPE W1ROOF TYPE R6ALUM. FRAMED WINDOWSA5702TYP36' - 0"12' - 9"MATERIAL LEGEND: ELEVATIONSPRECAST CONCRETE (SANDBLASTED)STACKED STONEMETAL GLAZINGFRITTED GLAZINGSLATEEXISTING MASONRYNEW (SALVAGED BRICK) MASONRYBROWNSTONE - PATCH AND REPLACETHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:07:40 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A402WALL SECTIONS &ENLARGED ELEVATIONS - SJEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"WALL SECTION @ SOUTH JEWEL BOX1SCALE 1/4" = 1'-0"ENLARGED SOUTH ELEVATION - SOUTH JEWEL BOX2SCALE 1/4" = 1'-0"WALL SECTION @ S JEWEL BOX A3PLEASE NOTE:REFER TO FRONT CURTAINWALL PACKAGE IN SPEC APPENDIX FOR INFORMATION REGARDING CURTAINWALL SYSTEMSGENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.FOR LARGE SCALE CW SHEETS, PLS. SEE A550 - A553 1NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"1312111098T.O.S. LEVEL G.5EL. 187' - 5 3/4"LEVEL G.5188' - 0"3A4034A4041A403SOUTH ENTRY 2179' - 0"ALUMINUM WINDOWS, TYP OF 5METAL PANEL - GLAZED INTO ALUM CURTAIN WALLSANDBLASTED PRECAST PANELS AT "PLINTH" AND SUNKEN COURTYARD PARAPET WALLSTACKED STONESUN LOUVERS -PROJECTION AND SPACING VARIESMETAL PANELMETAL FASCIACURVED MEMBRANE ROOFINGGLAZED ALUM CURTAIN WALL AT CLERESTORYGLAZED ALUM CURTAIN WALL AT "THROAT" -FRITTED GLASSGLAZED (CURVED) CURTAIN WALL WITH TIMBER MULLIONS AT "JEWEL BOXES"T.O. STL @ JB ROOF228' - 0"8"8' - 4 1/2"CJCJ111LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"1312111098T.O.S. LEVEL G.5EL. 187' - 5 3/4"LEVEL G.5188' - 0"3A4044A4036A403SOUTH ENTRY 2179' - 0"GLAZED ALUM CLERESTORYSANDBLASTED PRECAST CONCRETE PANELS AT "PLINTH"GLAZED ALUM CURTAIN WALL AT "PLINTH"GLAZED ALUM CURTAIN WALL AT "THROAT" -FRITTED GLASSSANDBLASTED PRECAST CONCRETE PANELS PARAPET WALLSUN LOUVERS -PROJECTION AND SPACING VARIESSTACKED STONEGLAZED (CURVED) CURTAIN WALL WITH TIMBER MULLIONS AT "JEWEL BOXES"METAL PANELMETAL FASCIACURVED MEMBRANE ROOFT.O. STL @ JB ROOF228' - 0"2' - 4"1' - 0"1' - 0"1' - 0"CJCJ1LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"LEVEL G.5188' - 0"OPENREADINGROOMREADINGROOMDIGITALMEDIAHUB11' - 0"15' - 2"12' - 1"CURVED GLAZED TIMBER CURTAINWALLGLAZED ALUMINUM CURTAINWALLROOF TYPE R6A5107CBEXTERIOR WALL TYPE W1ALUMINUM SUNSHADE "LOUVERS"WALL TYPE W3A5337T.O. STL @ JB ROOF228' - 0"A5543LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"HJLEVEL G.5188' - 0"OPENREADINGROOMGCURVED GLAZED TIMBER CURTAINWALLROOF TYPE R6EXTERIOR WALL TYPE W5ROOF TYPE R3A5104EXTERIOR WALL TYPE W1T.O. STL @ JB ROOF228' - 0"A9303TYPA93041LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"HLEVEL G.5188' - 0"A5106A5305A5313SOUTH ENTRY 2179' - 0"GEXTERIOR WALLTYPE W2ROOF TYPE R3GLAZED CURTAINWALLROOF TYPE R1A5723ROOF TYPE R6KT.O. STL @ JB ROOF228' - 0"A5343LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"LEVEL G.5188' - 0"DIGITALMEDIAHUBEXTERIOR WALL TYPE W3GLAZED CURTAINWALLROOF TYPE R1CBROOF TYPE R6T.O. STL @ JB ROOF228' - 0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:08:09 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A403WALL SECTIONS &ENLARGED ELEVATIONS - NJEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"ENLARGED EAST ELEVATION - NORTH JEWEL BOX2SCALE 1/4" = 1'-0"ENLARGED WEST ELEVATION - NORTH JEWEL BOX5SCALE 1/4" = 1'-0"WALL SECTION @ N JEWEL BOX A6SCALE 1/4" = 1'-0"WALL SECTION @ N JEWEL BOX B1SCALE 1/4" = 1'-0"WALL SECTION @ NE THROAT3SCALE 1/4" = 1'-0"WALL SECTION @ NW THROAT4PLEASE NOTE:REFER TO FRONT CURTAINWALL PACKAGE IN SPEC APPENDIX FOR INFORMATION REGARDING CURTAINWALL SYSTEMSGENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.FOR LARGE SCALE CW SHEETS, PLS. SEE A550 - A553 1NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"DHJA.5F.9D.7E.1T.O.S. LEVEL G.5EL. 187' - 5 3/4"F.11A404FCBMETAL FASCIACURVED MEMBRANE ROOFGLAZED ALUM CURTAIN WALL AT CLERESTORYMETAL PANELGLAZED (CURVED) CURTAIN WALL WITH TIMBER MULLIONS AT "JEWEL BOXES"STACKED STONESUN LOUVERS -PROJECTION AND SPACING VARIESGLAZED ALUM CURTAIN WALL AT "PLINTH"SANDBLASTED PRECAST PANELS AT "PLINTH"T.O. STL @ JB ROOF228' - 0"9"9"A5312SIMA5302SIMCJCJLEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"987LEVEL G.5188' - 0"4OPENREADINGROOMREADINGROOMSUNKENCOURTYARDDIGITALMEDIAHUBA5702A5325171' - 10"ROOF TYPE R6CURVED GLAZED TIMBERCURTAIN WALLWALL TYPE W1GLAZED ALUMINUM CURTAIN WALLCEMENT PLASTERSOFFITALUMINUM SUN SHADE "LOUVERS"GLAZED ALUMINUM CURTAIN WALLROOF TYPE R3WALL TYPE W7EXISTING SLAB TO REMAINA534119A532A9303TYP2A93042LEVEL 1192' - 2"LEVEL G175' - 11"DA5312A5311SUNKENCOURTYARD171' - 10"SUNKEN COURTYARD1' - 1" AT3' - 0"PRECAST CONCRETEPANELS ON CIP CONC. RETAINING WALL, W/PC CAPLEVEL 1192' - 2"LEVEL G175' - 11"A5301A5302SUNKENCOURTYARDOPENREADINGGGLAZED ALUMINUM CURTAIN WALLROOF TYPE R3WALL TYPE W7MATERIAL LEGEND: ELEVATIONSPRECAST CONCRETE (SANDBLASTED)STACKED STONEMETAL GLAZINGFRITTED GLAZINGSLATEEXISTING MASONRYNEW (SALVAGED BRICK) MASONRYBROWNSTONE - PATCH AND REPLACELEVEL 1192' - 2"LEVEL G175' - 11"DB187' - 9"186' - 4"175' - 4"GRADEROOF TYPE R-3GRATINGOPENING IN WALLFOR DUCTWRIGHT HALLAREAWAY5'x 5' OPENING IN NEW AND EXISTING WALLSEXISTING FOUNDATION WALL TO REMAINTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:08:29 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A404WALL SECTIONS &ENLARGED ELEVATIONS - NJEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"ENLARGED NORTH ELEVATION - NORTH "JEWEL BOX"2SCALE 1/4" = 1'-0"WALL SECTION @ SUNKEN COURTYARD - SOUTH1SCALE 1/4" = 1'-0"WALL SECTION @ SUNKEN COURTYARD - WEST3SCALE 1/4" = 1'-0"WALL SECTION @ SUNKEN COURTYARD - EAST4SCALE 1/4" = 1'-0"SECTION AT MECHANICAL 0145PLEASE NOTE:REFER TO FRONT CURTAINWALL PACKAGE IN SPEC APPENDIX FOR INFORMATION REGARDING CURTAINWALL SYSTEMSGENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.FOR LARGE SCALE CW SHEETS, PLS. SEE A550 - A553 2NO. DATE DESCRIPTION1 02/28/18 PACKAGE 42 03/23/18 PACKAGE 4 - ADDENDUM #1
LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"LEVEL G175' - 11"1514LEVEL 4 MECH224' - 8"SOUTH ENTRY 2179' - 0"ROOF TYPE R2A5336T.O. STL @ JB ROOF228' - 0"A5335A5334LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"LEVEL G175' - 11"ASOUTH ENTRY 2179' - 0"ROOF TYPE R4EXTERIOR WALL TYPE W4ROOF TYPE R2TYP. ALUMINUM CLAD WOODHUNG WINDOWS WITH HISTORIC TRIMA9305TYPLEVEL 1192' - 2"LEVEL G175' - 11"HJLEVEL 2.8211' - 8"LEVEL 4 MECH224' - 8"A5332A5331COLLOCOTTREADINGRMBROWSINGROOMCLASSROOMSCSECURESTACKS13' - 0"19' - 6"16' - 3"SOUTH ENTRY 2179' - 0"GROOF TYPE R5EXTERIOR WALL TYPE W4EXTERIOR WALL TYPE W61A3111A311A5333KT.O. STL AT 3" DECK241' - 8 1/2"A9305LEVEL 4228' - 3"LEVEL 4 MECH224' - 8"A5303CBROOF TYPE R6GLAZED ALUMINUMCURTAIN WALLPC PAVERS ON GARDEN ROOF SYSTEMA5703T.O. STL AT 3" DECK241' - 8 1/2"A93010THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:08:42 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A405WALL SECTIONS &ENLARGED ELEVATIONS -EXISTING BUILDINGSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"WALL SECTION @ EX BLDG A1SCALE 1/4" = 1'-0"WALL SECTION @ EX BLDG B2SCALE 1/4" = 1'-0"WALL SECTION @ EX BLDG C4ROOF TYPE R4EXTERIOR WAL TYPE W4SCALE 1/4" = 1'-0"WALL SECTION @ SPECIAL EVENT SPACE3PLEASE NOTE:REFER TO FRONT CURTAINWALL PACKAGE IN SPEC APPENDIX FOR INFORMATION REGARDING CURTAINWALL SYSTEMSGENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.FOR LARGE SCALE CW SHEETS, PLS. SEE A550 - A553 11NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"15141312111098LEVEL G.5188' - 0"3A4044A4036A4031A3121A312A5705OPENREADINGROOMREADINGROOMSUNKENCOURTYARDDIGITALMEDIAHUB171' - 10"ROOF TYPE R6CURVED GLAZED TIMBERCURTAIN WALLWALL TYPE W1GLAZED ALUMINUM CURTAIN WALLCEMENT PLASTERSOFFITALUMINUM SUN SHADE "LOUVERS"A9601A9602A9604T.O. STL @ JB ROOF228' - 0"A9606A6068A5725THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:08:53 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A406SECTION THROUGH NORTHJEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"NORTH JEWEL BOX SECTION1NO. DATE DESCRIPTION
18172A3102A310D.8EF8A4079A407INTERIOR FACE OF FINISHES10 ' - 3 3 /4"10 ' - 3 3 /4"11' - 9 1/2"11' - 9 1/2"2' - 10 3/4"2' - 8 3/4"8' - 9 5/8"10' - 2 3/8"12' - 11 1/8"3' - 8"FLOOR OPENING ~318 SFSTAIR ~176 SFBOTTOM OF DRAFT CURTAIN AT LEVEL 2 CEILING49°49°ORIGIN POINTTO FINISH FACE OF MTL PANEL AT LEVEL 123' - 7 1/8"T O F IN IS H F A C E O F M T L P A N E L A T LE V E L 12 0' - 7 1/2"16A60418172A3102A310D.8EF8A4079A4078' - 5 1/4"10' - 6 3/4"9 ' - 8"9' - 8 "11' - 1 7/8"11' - 1 7/8"13' - 5 3/8"3' - 1 3/4"2' - 10 3/4"3 5 °55°49°49°2' - 8 3/4"ORIGIN POINTT O F IN IS H FA C E O F M TL P A N E L A T LE V E L G19' - 3 7/8 "TO FINISH FACE OF MTL PANEL AT LEVEL G22' - 3 5/8"16A60418172A3102A310D.8EF8A4079A4079' - 0 7/8"9' - 11 1/8"10' - 9 1/8 "10 ' - 9 1 /8"12' - 2 3/4"12' - 2 3/4"FACE OF FINISH AT LEVEL ABOVEFACE OF FINISH AT CLERESTORYFACE OF FINISH AT LEVEL 2 (NO FLOOR SLAB AT THIS LOCATION)49°49°2' - 8 3/4"2' - 10 3/4"8' - 9 1/8 "3 5 °55°FIXED ORIGIN POINTT O F IN IS H F A C E O F M T L P A N E L A T L E V E L 221' - 6 1 /8"TO FINISH FACE OF MTL PANEL AT LEVEL 224' - 5 5/8"18172A3102A310D.8EF8A4079A407A961511 ' - 2 3 /8"11 ' - 2 3 /8"12' - 8 1/8"12' - 8 1/8"2' - 10 3/4"9' - 3 7/8"9' - 8 1/8"TO F IN IS H F A C E O F M T L P A N E L A T L E V E L 322' - 4 3 /4"TO FINISH FACE OF MTL PANEL AT LEVEL 325' - 4 1/8"2' - 8 3/4"3 5 °55°FACE OF FINISH AT BOTTOM OF CLERESTORYFACE OF FINISH AT LEVEL ABOVEFACE OF FINISH AT LEVEL 3 FLOOR SLAB12' - 2 1/4"4' - 4 7/8"49°49°8 ' - 9 1 /8"FIXED ORIGIN POINT18172A3102A310D.8EF8A4079A40713' - 2 3/4"13' - 2 3/4"11 ' - 9 1 /4"11 ' - 9 1 /4"2' - 10 3/4"2' - 8 3/4"9' - 7 3/4"9' - 4 1/4"11' - 8 5/8"12' - 4 1/2"TO FINISH FACE OF MTL PANEL AT LEVEL 426' - 5 1/2"T O F IN IS H FA C E O F M TL P A N E L A T LE V E L 423' - 6 3/8"49°49°55°3 5 °FIXED ORIGIN POINT18172A3102A310D.8EF8A4079A407FIXED ORIGIN POINTA5539A553109' - 11 3/8"9' - 0 5/8"LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"LEVEL G175' - 11"9A407A9617A9614DRAFT STOPCLOSELY SPACED, CONCEALED SPRINKLERS8"CLOSELY SPACED, CONCEALED SPRINKLERSCURVED, SLOPING LAMINATED BUTT-GLAZED WALL8"CLOSELY SPACED, CONCEALED SPRINKLERSCLOSELY SPACED, CONCEALED SPRINKLERSCLOSELY SPACED, CONCEALED SPRINKLERSCLOSELY SPACED, CONCEALED SPRINKLERS8"8"CURVED GLAZED ALUM CURTAINWALL (SLOPE PARALLEL TO INTERIOR GLAZING) CURVED LAMINATED BUTT-GLAZED WALL (NON-SLOPING)SIDEWALL WINDOW SPRINKLERS LOCATED ON BOTH SIDES OF GLAZINGSIDEWALL WINDOW SPRINKLERS LOCATED ON BOTH SIDES OF GLAZINGTO INSIDE FACE OF MTL PANEL AT FINISHED FLOORDIMENSIONS AT LEVEL 4TO INSIDE FACE OF MTL PANEL AT FINISHED FLOORDIMENSIONS AT LEVEL 3NO FLOOR SLAB OR FINISHES AT THIS LEVELDIMENSIONS AT LEVEL 2TO INSIDE FACE OF MTL PANEL AT FINISHED FLOORDIMENSIONS AT LEVEL 1TO INSIDE FACE OF MTL PANEL AT FINISHED FLOORDIMENSIONS AT LEVEL GTO INSIDE FACE OF MTL PANEL AT TOP OF CURBDIMENSIONS AT CLERESTORYMETAL PANEL 3' - 0"1' - 8"17' - 4"10' - 0"4' - 7"9' - 6"5' - 5"4' - 3"12' - 0"T.O. STL AT 3" DECK241' - 8 1/2"18A407A5722A5721A9612A96115A9613' - 0"9' - 6"4' - 7"10' - 0"12' - 0"4' - 3"TO INSIDE FACE OF MTL PANEL AT FINISHED FLOORDIMENSIONS AT LEVEL 4TO INSIDE FACE OF MTL PANEL AT FINISHED FLOORDIMENSIONS AT LEVEL 3NO FLOOR SLAB OR FINISHES AT THIS LEVELDIMENSIONS AT LEVEL 2TO INSIDE FACE OF MTL PANEL AT FINISHED FLOORDIMENSIONS AT LEVEL 1TO INSIDE FACE OF MTL PANEL AT FINISHED FLOORDIMENSIONS AT LEVEL GTO INSIDE FACE OF MTL PANEL AT TOP OF CURBDIMENSIONS AT CLERESTORY4' - 2 3/4"11817D.9EF8A4079A407A5539A55310A55311A553121817E.5D.8EFFIXED ORIGIN POINT9' - 11 3/8"9' - 0 5/8"7' - 8 3/4"5' - 11 3/8"6' - 4 3/4"8 ' - 5 1 /8 "6' - 9 1/4"6' - 3 3/8"7' - 8 3/4"5' - 11 3/8"6' - 4 3/4"8 ' - 5 1 /8 "6' - 9 1/4"6' - 3 3/8"LINE OF INTERIOR GLAZINGCOLUMN CENTERLINE AT ROOF CURBF.O. GLASS AT ROOF CURBR 12' - 11 21/32"R 11' - 3 25/64"R 11' - 10 5/16"R 16' - 11 35/256"R 14' - 1 23/32"R 15' - 7 1 1 3/2 56 "5' - 9"7"7' - 4"6 3/4"7' - 7 1/2"2' - 0 3/4"6' - 10 1/2"3' - 7 1/8"8' - 3 1/2"6 3/4"10' - 8 1/4"8 3/4"10 1/4"5 1/4"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:11:21 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A407OCULUS ENLARGED PLANS& ELEVATIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"LEVEL 1 ENLARGED PLAN - OCULUS2SCALE 1/4" = 1'-0"LEVEL G ENLARGED PLAN - OCULUS1SCALE 1/4" = 1'-0"LEVEL 2 ENLARGED PLAN - OCULUS3SCALE 1/4" = 1'-0"LEVEL 3 ENLARGED PLAN - OCULUS4SCALE 1/4" = 1'-0"LEVEL 4 ENLARGED PLAN - OCULUS5SCALE 1/4" = 1'-0"CLERESTORY ENLARGED PLAN - OCULUS (TOP OF CURB)6SCALE 1/4" = 1'-0"SECTION ALONG MAJOR AXIS - OCULUS8SCALE 1/4" = 1'-0"SECTION ALONG MINOR AXIS - OCULUS9SCALE 1/4" = 1'-0"ROOF PLAN AT OCULUS7SCALE 1/4" = 1'-0"GEOMETRY ENLARGED PLAN - OCULUS CLERESTORY10111NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
W1 - STACKED STONE WALLCOL6"5/8"8"5/8"INTERIOREXTERIORW2 - METAL PANEL WALLCOL4 1/8"5/8"6"5/8"INTERIOREXTERIORW4- EXISTING 3 1/2"2 1/2"5/8"INTERIOREXTERIOREXIST EXTERIOR MASONRY WALL VIFW3- CONCRETE PLINTH WALLCOLINTERIOREXTERIOR6"1"6"1' - 0"7/8"3 5/8"5/8"5/8" GWB8" METAL STUD3 1/2" BATT INSULATION WITHIN STUD CAVITY5/8" GWB SHEATHING CURVE AS REQUIREDAIR BARRIER- VAPOR PERMEABLE + SELF ADHERING6" MINERAL WOOL W/ MECHANICAL CLIPS. CLIP ANCHORS SEP. BY THERMAL ISOLATION SHIMS TYP. CLIPS TO ALIGN W/ STUDS TYP.AIR CAVITY3 5/8" - LIMESTONE CUT AT ENDS TO CURVE AS REQUIRED5/8" GWB6" BATT INSULATION WITHINSTUD CAVITY6" METAL STUD5/8" GYP. SHEATHINGAIR BARRIER-VAPOR PERMEABLE + SELF ADHERING4" MINERAL WOOL W/ MECHANICAL CLIPSCLIPS TO ALIGN W/ STUDS TYP.AIR CAVITYMETAL PANEL5/8" GWBMETAL STUDS NOTE: 2 1/2" STUDS AT ALL LOCATIONS WHERE BOTTOM OF DECK IS 11'-0" OR LESS, 3 5/8" STUDS FOR HIGHER BOTTOM OF DECK TYPICAL3 1/2" SPRAY FOAM INSULATION NON -VAPOR PERMEABLEEXISTING MASONRY WALL5/8" GWB3 5/8" METAL STUD12" CONC FOUNDATION WALL-SEE STRUCTURAL DRAWINGSFLUID APPLIED VAPOR PERMEABLE AIR BARRIER 6" MINERAL WOOL INSULATIONW/ MECHANICAL CLIPSAIR SPACE6" PRECAST PANEL W/ SANDBLASTED FINISH AND (RAINSCREEN W/ JOINTS)W5- STUD BACK UP PLINTH WALLCOLINTERIOREXTERIOR5/8" GWB3 5/8" METAL STUD12" CONC FOUNDATION WALL BELOWSEE STRUCTURAL DRAWINGSAIR BARRIER- LIQUID, PERMEABLE 6" MINERAL WOOL INSULATIONW/ MECHANICAL CLIPSAIR SPACE6" PRECAST PANEL - W/ SANDBLASTED FINISH & (RAINSCREEN W/ JOINTS)5/8" GYP. SHEATHING8" CFMF STUDS-FRAME AROUND STL STRUCTUREW6- EXISTING WALL -LEVEL G1"INTERIOREXTERIOREXIST EXTERIOR MASONRY WALLWATERPROOFING MEMBRANE OVER ENTIRE WALLCMU BLOCK TIED TO EXIST WALL TYP.1" RIGID INSULATIONEXISTING CONCRETE AND MASONRY WALL3 5/8"1' - 9"COL8 1/2"12 1/2" COL. TO FACE OF WALL BELOW GRADE AT THICKER EXISTING FOUNDATION WALL TYP..12 1/2" COL. TO FACE OF WALL BELOW GRADE AT THICKER EXISTING FOUNDATION WALL TYP..COL8 1/2"4"4"W7- PRECAST CONCRETE COURTYARD PLINTH WALL PARAPETEXTERIORCONC FOUNDATION WALL-SEE STRUCTURAL DRAWINGSAIR SPACE6"8"EXTERIORHIGH TEMP. WATERPROOFING MEMBRANEMINERAL WOOL INSULATION.NOTE: RIGID INSULATION AND DRAINBOARDBELOW GRADE TYP.AIR SPACE PRECAST CONCRETE PANELS W/ SANDBLASTED FINISH, BRICK SHELF BELOW GRADEPRECAST CONCRETE PANELS-W/ SANDBLASTED FINISH, BRICK SHELF BELOW GRADE3 3/8"CONTINUOUS Z GIRT6" THERMALLY BROKEN, PANEL CONNECTION CLIPSCL OF COL1' - 9"7 1/4"2"2"1"2' - 2"WATERPROOFING MEMBRANEMINERAL WOOL INSULATION W/MECHANICAL CLIPS TYP.SS MASONRY ANCHORSSS MASONRY ANCHORS SS STONEANCHORS 1"6"6"1"6"5/8"8"4 1/8"3 5/8"5/8"SS STONE ANCHORS AS REQUIREDW10 - METAL PANEL WALL CONC BACK UPCOLINTERIOR5/8" GWBCAST IN PLACE CONCRETE SEE STRUCTURAL TYP.FLUID APPLIED VAPOR PERMEABLE AIR BARRIER 6" MINERAL WOOL W/ MECHANICAL CLIPSAIR CAVITYMETAL PANELCONTINUOUS Z GIRT6" THERMALLY BROKEN, PANEL CONNECTION CLIPS3 5/8" STEEL STUD1 1/2"6"1' - 0""SMART VAPOR BARRIER"NOTE: PRIOR TO WATERPROOFING INSTALL CRACK REPAIR AT ALL CRACKSCONTINUOUS AIR SPACE2' - 1"5 1/2"8 1/2"4"5/8"3 5/8" STEEL STUDS5/8" GWBW9A & W9B - EXISTING WALL N & S AT WALL BRACE AT EAST PAVILLIONINTERIOREXTERIOREXIST EXTERIOR MASONRY WALL VIF5/8" GWBMETAL STUDS NOTE: 2 1/2" STUDS AT ALL LOCATIONS WHERE BOTTOM OF DECK IS 11'-0" OR LESS, 3 5/8" STUDS FOR HIGHER BOTTOM OF DECK TYPICAL3 1/2" SPRAY FOAM INSULATION NON -VAPOR PERMEABLEEXISTING MASONRY WALLCOL8 1/2"12 1/2" COL. TO FACE OF WALL BELOW GRADE AT THICKER EXISTING FOUNDATION WALL TYP..4""SMART AIR BARRIER"5/8"1'-10" @ WALL TYPE W9B @ EAST PAVILLIONFIREPROOFED STRUCTURAL STEELWALL TYPES W9A AND W9B, SEE STRUCT. DWGS1'-6" @ WALL TYPE W9AFACE OF EXISTING MASONRY AT LL @ WALL TYPE W9AW8 - EXISTING WALL N & S AT WALL BRACE AT WEST PAVILLIONINTERIOREXTERIOREXIST EXTERIOR MASONRY WALL VIF5/8" GWBMETAL STUDS NOTE: 2 1/2" STUDS AT ALL LOCATIONS WHERE BOTTOM OF DECK IS 11'-0" OR LESS, 3 5/8" STUDS FOR HIGHER BOTTOM OF DECK TYPICAL3 1/2" SPRAY FOAM INSULATION NON -VAPOR PERMEABLEEXISTING MASONRY WALLCOL8 1/2"12 1/2" COL. TO FACE OF WALL BELOW GRADE AT THICKER EXISTING FOUNDATION WALL TYP..4""SMART AIR BARRIER"5/8"FIREPROOFED STRUCTURAL STEEL,SEE STRUCT. DWGS1' - 6"9 1/8"1' - 2 3/4"1' - 10"2' - 6"9"2' - 6"6 5/8"WATERPROOFING MEMBRANE AT LL W9A1" RIGID INSULATION AT LL W9AEDGE OF FP STEEL @ WALL TYPES W9A AND W9B, SEE STRUCT. DWGS.SMART VAPOR BARRIERTHERMAL SHIMS ON CONCRETE TYPICALTHERMAL ISOLATION SHIMS TYP. AT CONCRETE3 5/8"2 5/8"1' - 9 3/8"2' - 5 1/2"CONT. VERTICAL RAIL2 1/2" STRAP W/ INTEGRAL NUT ANDADJUSTABLE BOLTTHREADED SPOON W/ 5/16" DOWEL PINS INTO STONE KERFCURVE HORIZONTAL ANCHOR RAIL AS REQUIRED TYP.NOTE: AT BELOW GRADE LOCATIOINS, INSTALL6" OF RIGID FOAM INSULATION, AND 1" DRAIN BOARD IN LEIU OF MINERAL WOOL INSULATIONAND AIR SPACE..EDGE OF 4" CMU AT LL W9A, CUT CMU AROUND STEEL COLS., AND BRACES SO THAT CONT. PLANE OF WP IS MAINTAINED BEHIND CMU.R1 - MEMBRANE ROOFR2 - GARDEN PAVER ROOF R3 - BELOW GRADE GARDEN ROOF R4- STANDING SEAM METAL ROOF1' - 3"R5- SLATE ROOF -REUSE EXISTING SLATESSOIL - SEE LANDSCAPE DRAWINGSFILTER FABRIC2" DRAINAGE BOARD W/ CUPS FILLED W/LIGHT WGT. AGGREGATE8" RIGID HIGH DENSITY INSULATION 60 PSI1/2" DRAINAGE BOARDPROTECTION LAYER/ROOT BARRIERROOF MEMBRANESLOPED CONCRETE SLAB-SEE STRUCT. DRAWINGSSTANDING SEAM ZINC COATED COPPER ROOFINGRED ROSIN PAPER SLIP SHEETHIGH TEMPERATURE CONTINUOUS SHEETWATERPROOFING MEMBRANE5/8" GYP FIBER ROOF SHEATHING BOARD2 1/2" 60 PSI RIGID XPS INSULATION-CONTINUOUSVAPOR BARRIER5/8" GYP. THERMAL BARRIERFIRE PROOFED STEEL DECK- SEE STRUCTURAL DRAWINGS2" PRECAST CONCRETE PAVERS ONADJUSTABLE PAVER PEDESTALS8" RIGID XPS HIGH COMPRESSIVE INSULATION (R - 40)DRAINAGE LAYERPROTECTION COURSEMEMBRANE CONDITIONERREINFORCING LAYERMEMBRANESLOPED CONCRETE SLAB5/8" GYP. THERMAL BARRIER5 1/2" 25 PSI RIGID INSULATIONVAPOR BARRIERSLATE ROOF SHINGLES, MATCH EXISTING SLATES, OR SALVAGED EXISTING SLATES1" CLEAR AIR SPACE VENTING5/8" GYP FIBER ROOF SHEATHING BOARDHIGH TEMP. WATERPROOFING MEMBRANE 2 X 6 FT BLOCKING BEYOND CONNECT TO 2 X 6 FT PURLINS @ 24" O.C. IN 25 PSI INSULATIONEPDM ROOF MEMBRANE (MEMB. TYPE TO BE DET.)5/8" CEMENTITOUS COVER BOARD FULLY ADHERED8" AVERAGE THICKNESS SLOPED/TAPERED XPS RIGID INSULATION5/8" THERMAL BARRIERSTEEL DECK- SEE STRUCTURAL DWGS-SLOPE AS REQUIRED.FIRE PROOF STRUCTURE AS REQUIRED2 X 6 FT BLOCKING BEYOND CONNECT TO 2 X 6 FT PURLINS @ 24" O.C. IN 25 PSI INSULATIONSTEEL DECK, FIREPROOFED AS REQ'D.SEE STRUCTURAL DWGS. TYP,VAPOR BARRIERFILTER FABRIC 1" CLEAR AIR SPACE- VENTING1"1"R6 - MEMBRANE ROOF AT JEWEL BOX (CURVED)LIQUID ROOF PRIMER BELOW, LIQUID APPLIED 2K -PUR MEMBRANE, BELOW LIQUID APPLIED FINISH MEMBRANE5/8" CEMENTITOUS COVER BOARD-CURVE SUBSTRATE ENSURE SEAMS NOT VISIBLE IN MEMBRANE ABOVE (OR OTHER ROOF MFR APPROVED CURVED SUBSTRATE)8" AVERAGE THICKNESS SLOPED/CURVED XPS RIGID INSULATION5/8" THERMAL BARRIERSTEEL DECK- SEE STRUCTURAL DWGS-SLOPE AS REQUIRED.FIRE PROOF STRUCTURE AS REQUIREDVAPOR BARRIER10 1/8" OUT TO OUT1" ACTUAL X 4" FT WOOD FURRING @ 16" O.C.5 1/2" 25 PSI RIGID XPS INSULATION1" X4" ACTUAL FT WOOD FURRING @ 16" O.C.2 1/2" 60 PSI RIGID XPS INSULATION CONTINUOUS2GENERAL NOTES FOR STACKED STONE ATTACHMENT:PLEASE REFER TO DETAILS: , TYPE W1FOR TYPICAL NOTES REGARDING ATTACHMENT OF STACKED STONE ON CURVED JEWEL BOX WINGS./1A532/8A532/1A500THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 12:11:29 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A500TYP. EXTERIOR WALL ANDROOF TYPESSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"EXTERIOR WALL TYPES1SCALE 1 1/2" = 1'-0"ROOF TYPES2PLEASE NOTE:REFER TO FRONT CURTAINWALL PACKAGE IN SPEC APPENDIX FOR INFORMATION REGARDING CURTAINWALL SYSTEMSGENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.*GENERAL NOTE:AT THE LOWER LEVEL, AT WALL TYPE W9A, AT THE NORTH AND SOUTH WALLS OF THE EXISTING EAST PAVILLION, STRUCTURAL HAS REVISED THE WALL BRACE TO DELETE THE INTERIOR CONCRETE WALL (SEE STRUCTURAL DRAWINGS.) - AND REPLACE IT WITH FIREPROOFED STEEL. INSTALL WP MEMBRANE ON EXISTING BRICK WALL (INSIDE), INSTALL 1" RIGID ON TOP + 4" CMU LIKE WALL TYPE W6. CAREFULLY CUT CMU AROUND FP STEEL AND INSTALL CMU SOAPS IN PLACE TO PROVIDE CONT. PLANE OF CMU. DELETE SPF-I AT LOWER LEVEL N & S @ EAST PAVILLION. CONSTRUCT REMAINING COMPONENTS OF WALL AS PER W9A & W9B.1NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #22 03/23/18 PACKAGE 4 - ADDENDUM #1
LEVEL LL160' - 0"D.9D.8SUMP PITELEV. PITGALV. STEEL GRATEPIT COVERCONCRETE FOUND. WALLSEE STRUCTURAL, SLOPE AS REQUIRED FOR EXCAVATION.CUT BACKEXIST. MAT SLAB AS REQUIREDNEW CONC. SLAB ABOVE WP.ABOVE 1" RIGID INSUL., ABOVE 7" CRUSHED STONE, ABOVE EXISTING MAT SLAB -. SEE STRUCT.CONT. WATERSTOPCONT. WATERPROOFING MEMEBRANE1/2" DRAIN BOARD2" RIGID INSULATIONCONNECT EXISTING MATSLAB TO NEW SEE STRUCT. DRAWINGS. INSTALL CONNECTIONS W/ MIN. 3" CLEARANCE FROM TERM. BAR BELOWRUN NEW WP. MEMBRANEUP PIT WALL CONTINUOUSLYTHRU MAT SLAB INFILWP MEMBRANE ABOVE 1" RIGID INSULATION BELOWSLAB TYP.CONT. WATERSTOPEMBED WATERPROOFING MEMBRANEIN LIQUID MEMBRANE AND SECURE W/CONTINUOUS MTL. TERMINATION BAR.COVER TERM. BAR WITH LIQUID MEMBRANE, THEN COVER WITH MEMBRANE WATERPROOFING. COVER ALL LIQUID MEMBRANE WITH WATERPROOFING TAPE. D.7GALVANIZED STEEL PIT LADDERW/ KNURLED RUNGS BEYOND2LEVEL LL160' - 0"28LEVEL LL LANDING162' - 6"COLUMN - SEE STRUCTURAL TYP.TENSION ROD- SEE STRUCTURALPILE CAP -SEE STRUCT.MEMBRANE TAPE, WRAP LIQUID WP OVER TOP, SEAL TO RODMEMBRANE DETAIL PATCH FLASH UPTO TOP OF PILELAP W/ MEMBRANE TAPELIQUID MEMBRANE FLASHING OVER TENSION ROD NEW CONC. SLABCONT. WATERPROOFING MEMBRANEEMBEDED IN LIQUID MEMBRANE1" RIGID INSULATIONPILE CASING -SEE STRUCTURALGROUT SOLID -SEE STRUCTURALEXISTING MAT SLABLIQUID MEMBRANE COLLAR TYP.7" CRUSHED STONE SEE STRUCT.NOTE: EXISTING FLOOR SLABIS NOTED ON DWGS. WITH "CEMENTITOUS WATERPROOFING"158' - 11"SPLICE ROD AS REQUIREDBENTONITE WATERSTOP TYP.EPOXY PENETRATING SEALERURETHANE SEALANT CAPURETHANE SEALANT BEADCORROSION PROTECTION'FOR EXPOSED BAR, NUT, PLATE EPOXY OR APPROVED EQUAL3/16" x 1 1/2" SS TERMINATION BAR SECURED AT 10" OC2LEVEL LL160' - 0"LEVEL LL LANDING162' - 6"NEW CONCRETE SLAB- SEE STRUCTURALCONTINUOUS WATERPROOFING MEMBRANE1" RIGID INSULATION7" CRUSHED STONE GROUT SOLID HOLES THRU MAT SLABHOLD DOWN TIE DRILLED THRU EXISTING MAT SLABWATERSTOPEXIST. MAT SLABWATERPROOFING DETAIL TAPE, LAP MEMBRANEAND COVER HOLD DOWNRUN WP MEMBRANE MIN. 6" PASTHOLD DOWN EDGELIQUID MEMBRANE AT ALL TERMINATIONS TYP.SEE WATERPROOFING @ PILE CAP DETAIL FOR TYPICAL NOTES ON WATERPROOFING SYSTEM3/16" x 1 1/2" SS TERMINATION BAR SECURED AT 10" OC16CONCRETE PIT WALLSEE STRUCTURAL DWGS.WATERPROOFING MEMBRANE1/2" DRAINAGE - PROTECTIONBOARD2" RIGID INSULATION1" LIQUID MEMBRANE FILLETWATERSTOPLIQUID MEMBRANETERMINATION TYPICALCONT. WP MEMBRANE OVER 1" RIGID INSULATION12" CONT. WP MEMBRANE STRIPTERM. BARLEVEL G175' - 11"CONCRETE FOUNDATION WALLSEE STRUCTURAL DWGS. TYP.WATERPROOFING MEMBRANE1/2 DRAIN BOARD2" RIGID INSULATIONCONCRETE SLAB SEE STRUCT. DWGS. TYP.CONT. WP MEMBRANE1" CONT. RIGID INSULATIONCONT. WATERSTOPCRUSHED STONESEE STRUCTURAL5/8" GWB ON STEEL STUDS TYP.CBLEVEL G175' - 11"STEEL COLUMNSEE STRUCT. DWGS.CONCRETE SLAB-SEE STRUCT. DWGSCONTINUOUS WATERPROOFINGMEMBRANE TYP.1" CONT. RIGID INSULATIONFOOTING SEE STRUCT. DRAWINGS TYP.LIQUID MEMBRANE ADJ, & OVERLAPALL PENETRATIONS, & WP MEMB. PER MFR. COVER ANY PENETRATION GAPS W/ MEMBRANE TAPELEVEL G175' - 11"KCONT. WATERSTOPCRUSHED STONEWRAP MEMBRANE UNDER FOOTING TYP.RIGID INSULATIONSEE STRUCTURAL DRAWINGSFOR FOOTING DETAILS TYP.SOIL RETENTION SYSTEMCM PROVIDED SHEET PILE SYSTEMWITH FLOW FILL OR SIM. AND3/4" PLYWOODCONCRETE FOUNDATION WALLAND SLAB, SEE STRUCTURAL DWGS.2" RIGID INSULATION1/2" DRAIN BOARDCONT. WATERPROOFING1/8" PER FOOT, MINWATERPROOFING MEMBRANE1" RIGID INSULATIONCRUSHED STONE8" CRUSHED STONE1" RIGID INSULATIONWATERPROOFING MEMBRANE4" CONCRETE SLAB ON GRADE, SEE STRUCTURAL DWGS2' - 0" THICK (VIF) EXISTING MAT SLABREINFORCED CONCRETE MAT SLAB, SEE STRUCTURAL DWGSCONT. WATERSTOPCONCRETE CURB SEE STRUCTURAL DWGSEXTERIOR DOORMECHANICAL L02AREAWAYTHRESHOLD IN BED OF SEALANTSS FLASHING OVER EDGE OF CURBCONT. WATERSTOPCONNECT EXISTING MAT SLAB TO NEW SEE STRUCT. DRAWINGS. INSTALL CONNECTIONS W/ MIN. 3" CLEARANCE FROM TERM. BAR BELOWRUN NEW WP. MEMBRANEUP WALL CONTINUOUSLYTHRU MAT SLAB INFILEMBED WATERPROOFING MEMBRANEIN LIQUID MEMBRANE AND SECURE W/CONTINUOUS MTL. TERMINATION BARCOVER TERM. BAR WITH LIQUID MEMBRANE, THEN COVER WITH MEMBRANE WATERPROOFING. COVER ALL LIQUID MEMBRANE WITH WATERPROOFING TAPE. CONRETE CURB AS SUBSTRATE FOR WATERPROOFING MEMBRANE, DOWEL INTO EXISTING MAT SLABCONRETE CURB AS SUBSTRATE FOR WATERPROOFING MEMBRANE, DOWEL INTO EXISTING MAT SLABPERFORATED PIPE FOR DRAINAGE, OR CONNECTIONS TO EXISTING FLOOR DRAINLEVEL G175' - 11"1413.9SAWCUT EXISTING MASONRY WALL TO RECEIVE METAL REGLET MIN 1" BELOW FIN GRADEGRADE, SEE LANDSCAPE DWGSEXISTING MASONRY WALLRIGID INSULATION, SECURED TO EXISTING MASONRY WALLMETAL FLASHING W/ HEMMED EDGE OVER TOP OF RIGID INSULATION, WATERPROOFING MEMBRANE, AND RETAINING WALL, SECURE IN REGLETREINFORCED CONCRETE CANTILEVERED FOUNDATION WALL, SEE STRUCTURAL DWGS.EXTERIORWATERPROOFING MEMBRANEEMBED WATERPROOFING MEMBRANEIN LIQUID MEMBRANE AND SECURE W/CONTINUOUS MTL. TERMINATION BARCOVER TERM. BAR WITH LIQUID MEMBRANE, THEN COVER WITH MEMBRANE WATERPROOFING. COVER ALL LIQUID MEMBRANE WITH WATERPROOFING TAPE. TERMINATE BLIND SIDE WP, WRAP IN SELF ADHERING MEMBRANE1" RIGID INSULATIONDRAINABLE FILL BELOWEXTERIOR WALL TYPE W8WATERPROOFING MEMBRANECONTINUOUS, LAP WALL MEMBRANE OVER AT VERTICALCONCRETE MAT SLAB SEE STRUCT. DWGS. TYP.175' - 10"INTERIORCONTINUOUS MTL. TERMINATION BAR ABOVE SLAB, WATERPROOFING TO OVERLAP SPRAY FOAM INSULATIONCONT. WATERSTOPTERMINATE WATERPROOFING AT POINT OF EXCAVATION FOR CONSTRUCTION OF RETAINING WALLCENTERLINE OF BRACED FRAMEGENERAL NOTES FOR STACKED STONE ATTACHMENT:PLEASE REFER TO DETAILS: , TYPE W1FOR TYPICAL NOTES REGARDING ATTACHMENT OF STACKED STONE ON CURVED JEWEL BOX WINGS./1A532/8A532/1A500THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 12:11:51 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A510WATERPROOFING DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"SEC DET ELEV PIT WATERPROOFING LL5SCALE 1 1/2" = 1'-0"SEC DET WATERPROOFING AT PILE CAP LL3SCALE 1 1/2" = 1'-0"SEC DET EXIST SLAB HOLD DOWNS WATERPROOFING1SCALE 1 1/2" = 1'-0"SECTION DETAIL @ WP AT ELEVATOR PIT2SCALE 1 1/2" = 1'-0"SECTION DETAIL @ WP AT WALL FOOTING7SCALE 1 1/2" = 1'-0"SECTION DETAIL @ WP AT FOOTING AND COLUMN4SCALE 1 1/2" = 1'-0"SECTION DETAIL @ BASE OF WALL AT SOIL RETENTION6SCALE 1 1/2" = 1'-0"SECTION - AREAWAY DOOR8PLEASE NOTE:REFER TO FRONT CURTAINWALL PACKAGE IN SPEC APPENDIX FOR INFORMATION REGARDING CURTAINWALL SYSTEMSGENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.SCALE 1 1/2" = 1'-0"SECTION - WATERPROOFING - RETAINING WALL AT EXIST. WALL91NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #22 03/23/18 PACKAGE 4 - ADDENDUM #1
2322.9ALIGNCBWALL TYPE W4EXTERIORGLAZED ALUMINUM CURTAIN WALL CORNERW/ FRITTED GLAZING AND INSULATED METAL PANEL SHADOW BOX.GLAZED ALUM. CURTAINWALLALIGNEXIST. MASONRY WALLEXTRUDED SILICONE SHEETGLAZED INTO CURTAIN WALL22?22.923H22.9GG.6EXTERIOREXIST. FOUND. WALLWALL TYPE W3 WALL TYPE W9A2" RIGID INSULATIONBELOW GRADE1/2" DRAIN BOARDWATERPROOFING MEMBRANEWHERE EXCAVATED BELOW GRADEF.91' - 9"WATERPROOFING MEMBRANEAIR BARRIERAIR BARRIER*NOTE:REFER TO NOTE REGARDING WALL TYPE W9A ON SHEET A500 + STRUCT. DWGS FOR REVISIONS TO BRACE WALLS @ 1909 PAVILLIONS.122.91414.114.2EX FOUNDATION WALLEXTERIOR WALL TYPE W6CONC FOUNDATION WALL SEE STRUCT.LAP EXISTING WALL3' - 0" MIN W/ MEMBRANE13.9DOWEL CONNECT AS REQUIRED, SEE STRUCTURAL DWGS.EXTERIORBOILER ROOMEXIST. MASONRY WALLGENERAL COLLECTIONSKSOIL RETENSION SYSTEMWITH SHEET PILES, FLOWABLE FILL, 3'/4" PLYWOOD BY CMBENTONITE CONT. WATERSTOP3 5/8" STUDS W/ 5/8" GWBAT LL CUT CMU WALL AROUNDSTEEL, INSTALL CMU SOAPS MAINTAIN WP MEMBRANE CONTINUITY CONT.SECURE MEMBRANE AT END W/ TERM. BAR TYP.SECURE BLIND SIDEWATERPROOFING AGAINSTFACE OF EXISTING WALL.*NOTE:REFER TO NOTE REGARDING WALL TYPE W9A ON SHEET A500 + STRUCT. DWGS FOR REVISIONS TO BRACE WALLS @ 1909 PAVILLIONS.1STRUCT STL. BRACEFP WITH INTUMESCENTAS REQ'D AT BRACE LOCATIONS, W/ TIGHT CLEARANCES2 HR RATED SHAFT WALL1' - 6"2EXT. SILICONE GLAZED INTO CW, TYP.GLAZED WOOD TIMBER CURTAINWALLWALL TYPE W1106SC - COLLECTIONSWORKROOMEXTERIORCONT. SEAL BTWN. CW AND AIR BARRIER2"AESS STRUCT. COLUMNS W/ INTUMESCENT FP TYP. SEE STRUCT. DWGS,ONE PIECE CORNER STONETYP.22G24.3WALL TYPE W1106SC - COLLECTIONSWORKROOMEXTERIOREXTRUDED SHEET SILICONE GLAZED INTO CURTAIN WALL TYP.ALUMINUM CW-029E.7E.6WALL TYPE W5EXTERIORCOURTYARDSTUDYGLAZED ALUM. CURTAINWALL1' - 9"7"AIR BARRIER LAP EXTRUDED SILICONE GLAZED INTO CW TYP.BACKER ROD AND SEALANTFIRE PROOFED STEEL COLUMN, SEE STRUCT.DWGS. TYP.ZINC COPPER JAMB FLASHING9CBWALL TYPE W51' - 9"1' - 9"D4C.9D.1COURTYARDGLAZED ALUMINUM CURTAIN WALL W/ SPLIT MULLIONSPRECAST CONCRETE PANELS.2" RIGID INSULATION-RUN 2'-0" PAST OCCUPIED SPACE1/2" CONT. DRAIN BOARDWATERPROOFING MEMBRANEBACKER ROD AND SEALANTEXTRUDED SILICONE GLAZED INTO CW, SECURE TO CONC. WALL W/ TERM. BAR AND BED OF LIQUID MEMBRANEDASHED LINE INDICATES PC VENEER ABOVEOPENREADING015ASUNKENCOURTYARD013MECHANICAL ROOMALIGN4" MINERAL WOOL INSULATION WALL TYPE W7, SIM.WATERSTOP TYP.LAP AIR BARRIER AND WP3" MIN. TYP.EXTERIOR1' - 0"122F.94GSUNKENCOURTYARD013OPENREADING015AOPENREADING015AGLAZED ALUM. CWDASHED LINE OF FACE OF PARAPET ABOVE2D28.4WALL TYPE W5GLAZED ALUM. CURTAINWALL007VSOUTH ENTRYVESTIBULEEXT. SILICONE SHEET GLAZED INTO CW, TYP.8"SPLIT MULLION FOR INTERIORGLAZING1' - 9"HF.9GEXTERIORWALL TYPE W5GLAZED ALUM. CURTAINWALLGLAZE EXTRUDED SILICONE INTO GLAZING POCKET, LAP EXTRUDED SILICONE SHEET OVER AVB TYP.8"25W/ MEMBRANELAP EXISTING WALL 3' - 0" MINEXISTING CONCRETE FOUNDATION WALL, SEE STRUCTURAL DWGS, VIFEXCAVATE AS REQ'D TO INSTALL WATERPROOFING MEMBRANE AND DRAINAGE BOARD ON EXISTING CONCRETE FOUNDATION WALLSECURE MEMBRANE AT END W/ TERM. BAR, TYP.MAIN ELECTRICAL ROOML03AREAWAYEXTERIORREINFORCED CONCRETE FOUNDATION WALL, SEE STRUCTURAL DWGSCONT. BENTONITE WATERSTOPDOWEL CONNECT AS REQUIRED, SEE STRUCTURAL DWGS.1/2" DRAIN BOARD1/2" DRAIN BOARDWATERPROOFING MEMBRANEWATERPROOFING MEMBRANENEW OPENING FOR AREAWAY2" RIGID INSULATIONALIGN3" EFIS INSULATION SYSTEM2GENERAL NOTES FOR STACKED STONE ATTACHMENT:PLEASE REFER TO DETAILS: , TYPE W1FOR TYPICAL NOTES REGARDING ATTACHMENT OF STACKED STONE ON CURVED JEWEL BOX WINGS./1A532/8A532/1A500THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 12:12:33 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A520EXTERIOR PLAN DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"PLAN DETAIL @ LEVEL G - PLINTH TO EXIST. -SW5SCALE 1 1/2" = 1'-0"PLAN DETAIL @ LEVEL G - PLINTH TO EXIST. -SE4SCALE 1 1/2" = 1'-0"PLAN DETAIL @ LEVEL G - NE FOUNDATION1SCALE 1 1/2" = 1'-0"PLAN DETAIL @ LEVEL 1 - JB CW TO MASONRY7SCALE 1 1/2" = 1'-0"PLAN DETAIL @ LEVEL 1 - JB TO THROAT10SCALE 1 1/2" = 1'-0"PLAN DETAIL @ LEVEL 1 - NORTH - CW TO MASONRY8SCALE 1 1/2" = 1'-0"PLAN DETAIL @ LEVEL 1- PLINTH CORNER11SCALE 1 1/2" = 1'-0"PLAN DETAIL @ LEVEL G COURTYARD TO CW3SCALE 1 1/2" = 1'-0"PLAN DETAIL @ LEVEL G - COURTYARD CW DETAIL2SCALE 1 1/2" = 1'-0"PLAN DETAIL @ LEVEL G SOUTH PLINTH TO ENTRANCE6SCALE 1 1/2" = 1'-0"PLAN DETAIL @ LEVEL G PLINTH TO CW9WALL TYPE W9A BELOWPLEASE NOTE:REFER TO FRONT CURTAINWALL PACKAGE IN SPEC APPENDIX FOR INFORMATION REGARDING CURTAINWALL SYSTEMSGENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.SCALE 1 1/2" = 1'-0"PLAN DETAIL AT AREAWAY TO EXIST. FOUND. WALL AT LL12NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #22 03/23/18 PACKAGE 4 - ADDENDUM #1
JGBEXTERIOR ROOF TERRACE401ROOFTOP READINGROOMWALL TYPE W5GLAZED ALUM. CURTAINWALLEXTRUDED SILICONE GLAZED INTO CURTAIN WALL, LAP AVB OVER4 1/2"ALIGN1' - 9"CEMENT PLASTER WALL FINISH9"1118.918.7B15.8401ROOFTOP READINGROOMEXTERIOR ROOF TERRACEGLAZED ALUM. CURTAINWALLSTRUCTURAL STEEL COLUMNW/ INTUMESCENT FP- SEE STRUCT. DWGS.114HF.9G13.9G.6EXTERIOREXIST. MASONRY WALLSHAFT SPACEALIGNGROUT SOLID ANY VOIDS IN BRICK TYP.WALL TYPE W4GLAZE INTO CW EXTRUDEDSILICONE SHEET, LAP AVB TRANSITION TYP AT CWINSULATED ALUM. PANELS GLAZED INTO CWSAWCUT EXIST. MASONRYAS REQ'D.BACKER ROD & SEALANT TYP.3" INSULATED METAL BACKPAN TYP.1NJB-29NJB-3013.814.114.223HGG.6EXIST. MASONRY WALLWALL TYPE W9B101MAIN HALL101BELEC.EXTERIORGROUT SOLID ANYVOIDS IN EXISTING MASONRY TYP.F.9FP STEEL - SEE STRUCT. DWGS TYP.EXTRUDED SILICONE SHEET GLAZED INTO CW TYP. AIR BARRIER TRANSITIONW/ TERM BAR SECURE TO MASONRYGLAZED ALUMINUM CURTAIN WALLRECESSED INTO EXISTING MASONRYSAWCUT EXISTINGMASONRY FOR CW RECESS TYP.CURTAIN WALL WITHFRITTED GLAZING AND INSULATED METAL PANEL SHADOW BOXSLOPED PRECAST SILL BELOW122.924.3CBINTUMESCENT FP STEEL COL.SEE STRUCT.GLAZE INTO GLAZING POCKET OF EACH CW EXTRUDED SILICONE SHEET ALUMINUM INSULATED GLAZED CURTAINWALL CW-02BACKER ROD AND SEALANTGENERAL NOTES FOR STACKED STONE ATTACHMENT:PLEASE REFER TO DETAILS: , TYPE W1FOR TYPICAL NOTES REGARDING ATTACHMENT OF STACKED STONE ON CURVED JEWEL BOX WINGS./1A532/8A532/1A500J21.28"8"AND SOUTH SIDES2" AT NORTHAND WEST SIDES8" AT EASTSECURE LOUVER TO TUBE STEEL W/ CONT. ALUM. ANGLES, BOLT TO TUBE STEEL W/ NEOPRENE GASKETSSECURE LOUVER TO TUBE STEEL W/ CONT. ALUM. PLATES, BOLT TO TUBE STEEL W/ NEOPRENE GASKETSGALV. TUBE STEEL POSTS -SEE STRUCT. DWGS, TYPGALV. TUBE STEEL POSTS -SEE STRUCT. DWGS, TYP8" HIGH INSULATED MECH. CURB BELOW, RUN ROOF MEMBRANE OVER CURBINSULATED MECH. CURB SHOWN DASHED BELOWDUCT OPENING BELOWCONTINUOUS STORM-RESISTANT 5" ALUM. LOUVERS W/ MITRED CORNERSROOF OVERHANG SHOWN DASHED ABOVECOORD. MECH. CURB AND KNEE WALL W/ DUCT PENETRATION, SEE MECH. DWGS OF TUBE STEEL OF TUBE STEELGALV. STL. 4" X 4" TUBE BELOWKNEE WALL BELOW: 6" CFMF W/ 5/8" GWB SHEATHING OF TUBE STEELSTORM-RESISTANT ALUM. LOUVER BELOWINSULATED STL. STRUCTURAL ROOF DECKS AND ROOF MEMBRANE BELOW21.321.428CWALL TYPE W5, SIMWALL TYPE W5, SIMCONTINUOUS STORM-RESISTANT 5" ALUM. LOUVERS9"14 GA. ZINC COPPER PAN FLASHING BELOW W/ UPTURNED ENDS AND INTERIOR ATTACHMENT, SEALANT ON FASTENERS, AND HEMMED EDGEFIREPROOFED STRUCTURAL STEEL, SEE STRUCTURAL DWGSCONT. ALUM. ANGLES, ATTACH TO SHEATHING AND CFMF W/ NEOPRENE GASKETS, BOTH SIDES OF OPENING, SECURE LOUVER TO ALUM ANGLESLT. GA. ANGLE BLOCKING SUPPORT, ATTACH TO SHEATHING AND CFMF, TYP ALL SIDES OF OPENINGLAP STRIP OF AVB OVER AIR BARRIER, BLOCKING, AND SEAL TO OUTSIDE F.O. ALUM LOUVER FRAME - SECURE W/ CONT. TERM. BAR, TYP ALL SIDES OF OPENINGSEALANTBLOCKING AS REQ'DEXTERIOR SHEATHING, TYPCEMENT BOARD AT PLENUM, TYPALIGNSHAFT, COORD. W/ MEP DWGSKNEE WALL BELOW6" CFMFSLOPED PC SILL BELOW6" CFMF111111DD.1ROOF GARDENCATERING KITCHENCL.6 3/4"8"FP STEEL COL. SEE STRUCT. TYP.(2) ROWS 6" CFMF STUDS12" BATT INSULATION5/8" GYP. SHEATHINGAIR BARRIER TYPICALFLAT SEAM ZINC COPPER WALLPANELS CLEATED TO WALL TYPICALGLAZED ALUM.CURTAIN WALLGLAZE EXTRUDED SILICONE SHEET INTOCURTAIN WALL TYP.LAP SILICONE SHEET W/ AVB TYP.BACKER ROD ANDSEALANTZINC COPPER CLOSURE TRIM TYP. AT PERIMETER5/8" GWBVAPOR BARRIERTIE OFF AT CW TYP.BACKER RODAND SEALANT21.321.4THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 12:12:58 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A521EXTERIOR PLAN DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"PLAN DETAIL @ LEVEL 4 EXT. WALL AND GLAZING4SCALE 1 1/2" = 1'-0"PLAN DETAIL @ LEVEL 4 CW CORNER2SCALE 1 1/2" = 1'-0"PLAN DETAIL @ LEVEL 1 BRICK TO PLINTH1SCALE 1 1/2" = 1'-0"PLAN DETAIL @ SOUTH EAST LEV 1 EXIST-THROAT3SCALE 1 1/2" = 1'-0"PLAN DET. LEV 3 JEWEL BOX TO THROAT CW5PLEASE NOTE:REFER TO FRONT CURTAINWALL PACKAGE IN SPEC APPENDIX FOR INFORMATION REGARDING CURTAINWALL SYSTEMSGENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.SCALE 1 1/2" = 1'-0"PLAN DETAIL AT MAIN ROOF MECHANICAL POP-UP6SCALE 1 1/2" = 1'-0"LOUVER JAMB DETAIL AT SOUTH ENTRY PLINTH WALL7SCALE 1 1/2" = 1'-0"PLAN DET. LEV 4 ROOF GARD TO CATERING8NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
10CBWALL TYPE W5GLAZED ALUM. CW AVB LAP W/ EXTRUDED SILICONEGLAZE INTO CWBACKER ROD & SEALANTFIRE PROOFED STEEL- SEE STRUCT. DWGS TYP.1' - 0"10.49.913CBSEE DETAIL 1/A522FOR TYPICAL NOTES13.19DC.9D.1COURTYARDBACKER ROD &SEALANT TYP.DASHED LINE OF PC PANELS ABOVE TYP.WATERPROOFING MEMBRANE AND DRAINBOARD TYP.WATERPROOFINGMEMBRANE TYP.LAP WP MEMBRANE W/ AVB TYP.GENERAL NOTES FOR STACKED STONE ATTACHMENT:PLEASE REFER TO DETAILS: , TYPE W1FOR TYPICAL NOTES REGARDING ATTACHMENT OF STACKED STONE ON CURVED JEWEL BOX WINGS./1A532/8A532/1A50013E.35/8" GWB SILL BELOWINTUMESCENT FP ON STEEL COLUMN ALUMINUM CURTAIN WALL MULLIONS RUNNING HORIZONTAL BELOWROOF OVERHANG ABOVEFACE OF INTERIOR FINISH BELOWHSS COLUMN, SEE STRUCTURALBACKER ROD & SEALANT9 5/8"CURVED INSULATED GLASS13.1HF.924.5GG.6F.91' - 9"WALL TYPE W3FIRE PROOFED STRUCT STL. COLUMNSEE STRUCT. CONC. WALL JOG AT COL. SEE STRUCT.THIN INSULATIONAT COL. AS REQ'D.HG13.6G.61' - 9"WALL TYPE W5 TYP.FIRE PROOFED STEEL COL. SEE STRUCT. DWGS. TYP.2 HOUR RATED PARTITIONSEE PLANS1' - 1"LAP AVB MEMBRANE W/ EXTRUDED SILICONESHEET GLAZED INTO CWTYP.RECESSED ALUM. CW MULLION JAMB13.523J22.91' - 6"CONC. RET WALL BELOWFIN. GRADE SEE STRUCT. DWGS.2" RIGID INSULATION BELOW GRADEWATERPROOFING MEMBRANE BELOW GRADEBRICK INFILL TO MATCH EXISTINGBRICK COURSE, WIDTH, AND TYPE, TOOTH IN AT SIDES TYPICALEXISTING BRICK WALL,REMOVE EXISTING BRICK AT PERIMETERTO ALLOW FOR TOOTHING IN NEW BRICKFIREPROOFED STRUCT. STEELWALL TYPE W9A AT EAST PAVILLION NORTH AND SOUTH WALLS G LEVELTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 12:13:17 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A522EXTERIOR PLAN DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"PLAN DET LEV 1 PLINTH TO CW1SCALE 1 1/2" = 1'-0"SECT DET LEV 1 PLINTH WEST2SCALE 1 1/2" = 1'-0"PLAN DET - LEV 1 PLINTH TO COURTYARD3PLEASE NOTE:REFER TO FRONT CURTAINWALL PACKAGE IN SPEC APPENDIX FOR INFORMATION REGARDING CURTAINWALL SYSTEMSGENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.SCALE 1 1/2" = 1'-0"PLAN DETAIL AT NORTH JEWEL BOX POP UP ROOF WALL4SCALE 1 1/2" = 1'-0"PLAN DET LEV G PLINTH AT COL.5SCALE 1 1/2" = 1'-0"PLAN DET AT PLINTH LEV 1 EXIT JAMB61BACKER ROD AND SEALANT1SCALE 1 1/2" = 1'-0"PLAN DET- EXIST WINDOW BRICK INFILL71NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
LEVEL 1192' - 2"HLEVEL G.5188' - 0"GCAST IN PLACE CONCRETEWALL- SEE STRUCTURAL3" MINERAL WOOLINSULATION AIR SPACEPRECAST CONCRETE PANELSSANDBLASTED W/ EXPOSED AGGREGATEPRECAST ANCHORS AS REQUIRED, TYP.SLOPED PRECAST CAPZINC COPPER FLASHING, SOLDER FLASHING TYP.THERMAL ISOLATOR PADBACKER ROD AND SEALANT BELOW CAP8" RIGID INSULATION2" GARDEN DRAIN BOARD, WITHCUPS FILLED WITH LIGHT WEIGHT AGGREGATE.FILTER FABRIC1/2" DRAINAGE BOARD1/2" DRAINAGE BOARDPROTECTION LAYER / ROOT BARRIERROOF MEMBRANESOIL - GRADE VARIES, SEE LANDSCAPE DRAWINGS.CONCRETE SLAB, SLOPE TODRAINRUN ROOF MEMBRANE AND ROOT BARRIER UP WALL, TO A MINIMUM OF 8" ABOVE GRADE. TRANSISTION AND LAP ROOF MEMBRANE WITH AIR BARRIER AT ZINC COPPER FLASHING INSTALLED INTO REGLET IN CONCRETE BACK UP WALL.FILL W/ RIGID INSULATION BOARD BELOW GRADE.PRECAST CONCRETE PANELS SANDBLASTED WITH EXPOSED AGGREGATEG.6OUTSIDE FACE OF COLUMN FP W/ INTUMESCENT OUTSIDE FACE OF PLINTH WALL BEYONDALIGNSEE ELEVATIONS FOR COURTYARD PARAPETELEVATIONWEEP ABOVE FLASHING, AT OPEN JOINT, STONES ON DISCREET PLASTIC SHIMS.WEEPSZINC COPPER THRU WALL FLASHINGEXTRUDED SILICONE SHEET GLAZED INTO CURTAINWALLAIR BARRIER DOWN WALL,LAP FLASHING, AND STEEL BENT PLATE BELOW2' - 2 3/4"9 3/8"6 7/8"1 1/8"3 3/8"6"WP MEMBRANE LAP OVER TOP OF AIR BARRIERSBOTTOM OF PC MIN. 1" BELOWTOP OF SOIL, VARY ELEVATION5 X 5 GALV. STL REL. ANGLESECURE TO CONC. WALLWEEPS TYP. AT JOINTS1' - 9"196' - 5"3'-6" MIN.8" MIN.9 3/4"3"22LEVEL 4228' - 3"BSLOPE TO DRAIN 1/4" / FOOTROOF TYPE R2EXTERIOR DOORSRETURN MEMBRANE UP OVER TOP OF VERTICAL FACESS FLASHING OVER MEMBRANETHRESHOLD IN BED OF SEALANT1' - 1"LEVEL 4228' - 3"ROOF TYPE R2 SOIL PER LANDSCAPEPLANTINGS PER LANDSCAPERECESSED METAL PLANTER PER LANDSCAPEFILTER FABRIC TYP.1/2" DRAIN BOARD BELOW PLANTER TYP.LEVEL 4228' - 3"ROOF TYPE R2ROOF DRAIN ASSEMBLYSEE PLUMBING DWGS.DRAIN PLENUM BOXINSULATED DRAIN AND PIPING1' - 5 1/4"A.5MEMBRANE FLASHING AT AT PERIMETER TYP.LEVEL G.5188' - 0"CRUSHED STONEWRAPPED IN FILTER FABRICWITH PERF. PIPE SLOPED DRAIN SOIL RETENTION SYSTEMSEE STRUCTURAL DRAWINGS2" RIGID INSULATIONWATERPROOFING MEMBRANE UP WALL, LAP HORIZONTALLY OVER TOP OF WALL TYP.1/2" DRAINAGE BOARDCONCRETE FOUNDATION WALL- SEE STRUCTURAL DRAWINGSRUN 2" DRAIN BOARD DOWN INTO CRUSHED STONE AREAROOF TYPE R3LAP HORIZONTAL MEMBRANE AND ROOT BARRIER OVER VERTICAL WALL WATERPROOFING MEMBRANE TYPICALFUR CONCRETE W/ 5/8" GWB ON 3 5/8" STUDSGRADE SLOPES SEE LANDSCAPE DWGS.SLOPE CONCRETE SLAB TO DRAIN SEE STRUCTURALKCUT TOP OF SHORING 6", FILL W/ CONCRETE. INSTALL SS FLASHINGFROM BLDG. TO LAP OVER WALLTERMINATE BLIND SIDE WP, WRAP IN SELF ADHERING MEMBRANE LAPPED ONTO CONCRETE DECK,COVER W/ HOT RUBBERIZED ASPHALTMEMBRANELEVEL G175' - 11"HGCONTINUOUS 1"INSULATIONCONTNUOUS WATERPROOFING MEMBRANEMAT SLAB - SEE STRUCTURALCURTAINWALLSYSTEMG.61' - 1"CRUSHED STONEWATERPROOFING MEMBRANE BELOWROOT BARRIER -PROTECTION LAYERSS SKIRT FLASHING DOWN VERT.W/ DRIP EDGE2" RIGID INSULATIONMEMBRANES AND ROOT BARRIERUP VERT. & UNDER FLASHING + SILLSNOW MELT SYSTEMTRENCH DRAIN W/ HEAT TRACESEE PLUMB. DWGS.RIGID CONT. INSUL.STABILIZED STONE DUSTPERF PIPE DRAINMULLION IN BED OF SEALANTSTONE PAVERS W/ PERF. FOR DRAINAGESEE LANDSCAPE DWGS. TYP.SLOPED 1" PVC PIPES @ 2'-0" OCLIQUID WP MEMBRANE TRANSITIONTO PIPES TYP.19 3/4"STEEL COLUMN W/ INTUMESCENT FP. SEE STRUCT. DWGSCONCRETE PLACED BELOW TRENCH AT SLOPED SLAB22LEVEL 1192' - 2"14EXISTING EXTERIOR WALLWALL TYPE W9AROOF TYPE R3ZINC COPPER FLASHING INTO SAWCUT REGLETTERMINATION BARRUN MEMBRANE AND ROOT BARRIER UP WALL UP TO REGLET1/2" DRAIN BOARD2" RIGID INSULATION UP WALLCUT IN CONTINUOUSWATERSTOPCONNECT SLAB SEE STRUCTURAL13.91' - 6" FP STRUCT STEELBEYOND DASHED CONC. WALL AT LL, STEEL ABOVE AT EAST PAVILLION, N & S WALLS.SEE STRUCTURAL DWGS. FOR ADDITIONALINFORMATIONFP STRUCT STL. BEYONDEXTERIOR WALL TYPE W9B SIM.*NOTE:REFER TO NOTE REGARDING WALL TYPE W9A ON SHEET A500 + STRUCT. DWGS FOR REVISIONS TO BRACE WALLS @ 1909 PAVILLIONS.1FP STRUCT STL. W/ INTUMESCENT AS NEEDED AT LOW CLEARANCE AREASOF BRACEWALL2NJB-29NJB-3013.814.114.2LEVEL 4228' - 3"BCONC. SLAB ON MTL. DECK, SEE STRUCT. DWGS.SLOPE 1/4" TO FT. TO DRAINSTL. BEAMS W/ FPSEE STRUCT. DWGS.GLAZED ALUM. CURTAIN WALLCW-06 -SEALANT AND BACKER RODROOF TYPE R2 RUN MEMBRANE UP WALL, UNDER CW SILL. 1' - 1"ROOF GARDENREADING ROOMWEEPS2" RIGID INSULATIONEXTRUDED SILICONE LAPMEMBRANE, GLAZE INTO CWINTUMESCENT FPON COLUMN BEYOND2A2" RIGID INSULATIONWATERPROOFING MEMBRANEEXISTING CONCRETE FOUNDATION WALL, SEE STRUCTURAL DRAWINGS FOR DEMOLITION REQUIREMENTSREINFORCED CONCRETE FOUNDATION WALL, SEE STRUCTURAL DRAWINGS FOR ATTACHMENT TO EXISTING FOUNDATION WALLSLOPED REINFORCED CONCRETE SLAB, SEE STRUCTURAL DRAWINGSRIGID INSULATIONSOIL AS REQ'D, SEE LANDSCAPE DWGS FOR GRADING1/2" DRAINAGE BOARDCRUSHED STONEWRAPPED IN FILTER FABRIC WITH PERF. PIPE SLOPED DRAIN RUN 2" DRAIN BOARD DOWN INTO CRUSHED STONE AREAROOF TYPE R3LAP HORIZONTAL MEMBRANE AND ROOT BARRIER OVER VERTICAL WALL WATERPROOFING MEMBRANE TYPICALTERMINATE BLIND SIDE WP, WRAP IN SELF ADHERING MEMBRANE LAPPED ONTO CONCRETE DECK,COVER W/ HOT RUBBERIZED ASPHALT MEMBRANEEMBED WATERPROOFING MEMBRANEIN LIQUID MEMBRANE AND SECURE W/CONTINUOUS MTL. TERMINATION BARCONT. WATERSTOPEXCAVATE AS REQ'D TO INSTALL WATERPROOFING MEMBRANE, RIGID INSULATION, AND DRAINAGE BOARD ON EXISTING CONCRETE FOUNDATION WALLCOVER TERM. BAR WITH LIQUID MEMBRANE, THEN COVER WITH MEMBRANE WATERPROOFING. COVER ALL LIQUID MEMBRANE WITH WATERPROOFING TAPE. GENERAL NOTES FOR STACKED STONE ATTACHMENT:PLEASE REFER TO DETAILS: , TYPE W1FOR TYPICAL NOTES REGARDING ATTACHMENT OF STACKED STONE ON CURVED JEWEL BOX WINGS./1A532/8A532/1A500THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 12:13:37 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A530EXTERIOR SECTION DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"SECTION DETAIL @ COURTYARD PARAPET2SCALE 1 1/2" = 1'-0"SECTION DETAIL @ ROOF GARDEN DOOR TRESHOLD3SCALE 1 1/2" = 1'-0"SECTION DETAIL @ ROOF GARDEN PAVERS4SCALE 1 1/2" = 1'-0"SECTION DETAIL @ ROOF GARDEN DRAIN6SCALE 1 1/2" = 1'-0"SECTION DETAIL @ ROOF GARDEN EDGE TRANSITION5SCALE 1 1/2" = 1'-0"SECTION DETAIL @ COURTYARD SILL1SCALE 1 1/2" = 1'-0"SECTION DETAIL @ ROOF GARDEN AT EXISTING8SCALE 1 1/2" = 1'-0"SECTION DETAIL @ ROOF GARDEN CW7PLEASE NOTE:REFER TO FRONT CURTAINWALL PACKAGE IN SPEC APPENDIX FOR INFORMATION REGARDING CURTAINWALL SYSTEMSGENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.SCALE 1 1/2" = 1'-0"SECTION DETAIL - ROOF TO EXIST. FOUND. WALL AT SOUTH LL9NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #22 03/23/18 PACKAGE 4 - ADDENDUM #1
SOUTH ENTRY177' - 6"LEVEL G175' - 11"DSOUTH ENTRY 2179' - 0"C.9COURTYARD1/2" DRAINAGE BOARDCONT. WATERPROOFING MEMBRANE1/2" DRAINAGE BOARDMAT SLAB, SEE STRUCT.DWGS.WATERPROOFING MEMBRANEDOWN CONC. WALL, CONT. WATERSTOPWRAP FOOTING WITHWP MEMBRANE AND RUN CONT. BENEATH SLABCOURTYARDD.1PRECAST CONC. PANELS,SANDBLASTED FINISH WITH EXPOSED AGGREGATE TYP.WEEPS TYP.MASONRY ANCHORS TYP.1' - 1"LEVEL 1192' - 2"DC.9196' - 5"3'-6" MINIMUMCOURTYARDCONT. TERM. BAR AT TOP OF MEMBRANEWATERPROOFING MEMBRANE UP WALLDRAIN BOARD -PROTECTION BOARDSLOPED PRECAST CONCRETE CAP SANDBLASTED FIN. TO MATCH PC WALL PANELS HIGH TEMP WATERPROOFING MEMBRANEZINC COPPER CAP FLASHING, THIMBLE AT DOWELS TYPICALSS DOWELS INTO CIPD.1PRECAST CONCRETE PANELS W/SANDBLASTED FIN. AND EXPOSED AGGREGATEMEMBRANE UP CIP, LAP UNDER FLASHING ABOVEWEEP BASE TYP.6"3/4"1' - 1 3/8"3/4"6"SLOPE TO DRAIN TYP.2' - 2 3/4"LEVEL 1192' - 2"HLEVEL G.5188' - 0"GG.623SOUTH ENTRY177' - 6"LEVEL LL160' - 0"17' - 6"ALIGN GRADE W/ T.O. WALLREINFORCED CONCRETE FOUNDATION WALL, SEE STRUCTURAL DWGSREINFORCED CONCRETE MAT SLAB, SEE STRUCTURAL DWGS7" MINGALV. STL OSHA STANDARD LADDER W/ KNURLED RUNGSSLOPE TO DRAIN1/8" PER FOOT, MINHINGED ACCESS HATCH IN STEEL GRATE AS REQ'DGALV. STEEL GRATEAREAWAY COVERPERIMETER DRAINWATERPROOFING MEMBRANEFILTER FABRICCRUSHED STONE1/2" DRAIN BOARDWATERPROOFING MEMBRANE1" RIGID INSULATIONCRUSHED STONECONT. WATERSTOP1" LIQUID MEMBRANE FILLET12" CONT. WP MEMBRANE STRIP12" CONT. WP MEMBRANE STRIPLIQUID MEMBRANETERMINATION TYPICALLIQUID MEMBRANETERMINATION TYPICAL1"SLOPEAREAWAYT.O. WALL 177' - 0"3GENERAL NOTES FOR STACKED STONE ATTACHMENT:PLEASE REFER TO DETAILS: , TYPE W1FOR TYPICAL NOTES REGARDING ATTACHMENT OF STACKED STONE ON CURVED JEWEL BOX WINGS./1A532/8A532/1A500LEVEL G175' - 11"F.9EXTERIOR WALL TYPE W3EXTERIOR WALL TYPE W51' - 1" DEEP BRICK SHELFFINISH GRADE -VARIES, SEE LANDSCAPE DWGS1SLOPED CONCRETE SLAB, SEE STRUCTURAL DWGSWEEP BELOW GRADE2" RIGID INSULATION1/2" DRAIN BOARDWATERPROOFING MEMBRANEZINC COPPER FLASHING INTO REGLET TYP., OVER WATERPROOFING MEMBRANESTONE ANCHORS TYP.BELOW GRADE BOTTOM STONE ON SETTING BLOCKS1' - 9"1' - 1"BACKER ROD AIR BARRIER SUPPORTAIR BARRIER -LIQUID, PERMEABLE, OVER FLASHING AND FOUNDATION WATERPROOFING MEMBRANE CONCRETE FOUNDATION WALLSEE STRUCTURAL DWGS. TYP.CONT. WATERSTOPCONCRETE SLAB SEE STRUCT. DWGS. TYP.CONT. WP MEMBRANE1" CONT. RIGID INSULATIONCRUSHED STONESEE STRUCTURAL DWGSCONCRETE MUD MAT, SEE STRUCTURAL DWGSCONT. WP MEMBRANE1" CONT. RIGID INSULATIONCRUSHED STONESEE STRUCTURAL DWGSCONCRETE MUD MAT, SEE STRUCTURAL DWGSAT BOTH SIDES OF EXISTING FOUNDATION WALL, COVER TERM. BAR WITH LIQUID MEMBRANE, THEN COVER WITH MEMBRANE WATERPROOFING. COVER ALL LIQUID MEMBRANE WITH WATERPROOFING TAPE AT BOTH SIDES OF EXISTING FOUNDATION WALL, EMBED WATERPROOFING MEMBRANE IN LIQUID MEMBRANE AND SECURE W/ CONTINUOUS MTL. TERMINATION BAREXISTING FOUNDATION WALLFOUNDATION WALL, SEE STRUCTURAL DWGSHIGH DENSITY EXTRUDED POLYSTYRENE, SEE STRUCTURAL DWGS.2" RIGID INSULATION BOTH SIDES OF FOUNDATION WALL1/2" DRAIN BOARD BOTH SIDES OF FOUNDATION WALLWATERPROOFING MEMBRANE BOTH SIDES OF EXISTING FOUNDATION WALLCONT. WATERSTOPCONT. WATERSTOPEXTEND WATERPROOFING MEMBRANE OVER BRICK SHELF AND UP TO FLASHING REGLETSTEEL COLUMN BEYOND, SEE STRUCTURAL DWGSWP MEMBRANE, DRAIN BOARD, & INSUL.LAP EXISTING WALL1' - 0" MIN., TYP. W/1" DRAIN BOARD AT BOTTOM OF CAVITYRIGID INSULATION BELOW GRADEMINERAL WOOL INSULATION ABOVE GRADE2?THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 12:13:52 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A531EXTERIOR SECTION DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"SECTION DETAIL @ COURTYARD WALL FOOTING1SCALE 1 1/2" = 1'-0"SECTION DETAIL @ TOP OF COURTYARD WALL-WEST2SCALE 1 1/2" = 1'-0"SECTION DETAIL @ GRADE AT LEVEL 1 PLINTH3SCALE 1 1/2" = 1'-0"SECTION - AREAWAY AT SOUTH BASEMENT4PLEASE NOTE:REFER TO FRONT CURTAINWALL PACKAGE IN SPEC APPENDIX FOR INFORMATION REGARDING CURTAINWALL SYSTEMSGENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.SCALE 1 1/2" = 1'-0"SECTION DETAIL AT EAST SIDE OF SOUTH JEWEL BOX5NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #22 02/28/18 PACKAGE 43 03/23/18 PACKAGE 4 - ADDENDUM #1
LEVEL 2203' - 2"C11" EOS2Existing Alumnae Gym G203' - 2"SOUTH ENTRY177' - 6"LEVEL G175' - 11"CBGLAZED ALUM. CURTAINWALLWALL TYPE W3 BELOW GRADEWEEP BELOW GRADE2" RIGID INSULATION1/2" DRAIN BOARDWATERPROOFING MEMBRANEZINC COPPER FLASHING INTO REGLET TYP.STONE ANCHORS TYP.SLOPED PRECAST SILL1' - 9"THRU WALL ZINC COPPER FLASHING, SOLDER THIMBLE OVER DOWELS TYP.WEEP AT VERT JOINTSWATERPROOFING MEMBRANEUP WALL LAPPED BY EXTRUDED SILICONE, GLAZED INTO CURTAINWALLCLIPS W/ THERMAL SHIMSSEAL FASTENERS AT FLASHING1" MIN. INSULATE VOID TYP.BACKER ROD AND SEALANT BEHIND CW WEEPHOLESBELOW GRADE BOTTOM STONE ON SETTING BLOCKSTERM BAR AT TOP OF WP.LEVEL 1192' - 2"HLEVEL G.5188' - 0"G2' - 5 1/2"G.66" MINERAL WOOL6" STUDSAIR BARRIER5/8" EXT. GYP. SHEATHINGWALL TYPE W5WALL TYPE W1F.96" THICK CONT. CONC. CURBSEE STRUCT. DWGS. TYP.COORDINATE RECESS FOR DEVICES TYPICALLIPPED STONETHRU WALL COPPER ZINC FLASHING TYP.WEEPS AT 2'-0" OCCL.1'-2" EOSWRAP AIR BARRIER AROUND STEEL WF CONNECTIONSTEEL STIFFENER BEYONDSEE STRUCT. TYP.SLOTTED RAILS & CLIPSPROVIDE ADJUSTABILITY5/16" SS DOWEL PININ KERF SLOTADJUSTABLE BODYANCHORRADIUSED HORIZONTALANCHOR RAIL2' - 0"THRU WALL ZINC COPPER FLASHING TYP.AVB MEMBRANE5/8" GYP SHEATHINGCEMENT PLASTER SOFFITSTONE ANCHORS TYP.4"2LEVEL 2203' - 2"98SECURELY ANCHOR STONE TO SYTRUCTURE ABOVE TYPICAL.2' - 5 1/2"1'-2" EOSCLTHERMAL ISOLATOR PADTYPICALWEEP AND FLASH AT LIPPED STONE TYPICAL196' - 6"2' - 0"WALL TYPE W15/8" GYP. SHEATHINGAVB BARRIER6" MINERAL WOOL INSULATIONCEMENT PLASTER SOFFITGLAZED ALUMINUMCURTAIN WALLGLAZE EXTRUDED SILICONE INTO CWBACKER ROD AND SEALANTExisting Alumnae Gym G203' - 2"2LEVEL 3214' - 2"LEVEL 2.8211' - 8"1' - 0"1' - 0 1/2"EDGE OF SLABTO FACE OF MASONRY BEYOND1"FACE OF COLUMN2' - 5 1/2"CL.ALUMINUM SUN SHADESSEE SHEET A554 FOR ADDITIONAL INFO.2METAL FASCIA TRIM222' - 5 1/2"1' - 0"CL.WALL TYPE W16" CONT. CURVED CONC. CURBSEE STRUCT. DWGS. TYP.CURVED GLAZED CURTAIN WALL SYSTEMSLOPED LIMESTONE SILLEXTRUDED SILICONE GLAZED INTO CW AT PERIMETER TYP. LAP IT OVER AVB.ZINC COPPER FLASHING GLAZED INTO CW.THRU WALL ZINC COPPER FLASHING AND WEEP HOLES,SOLDER THIMBLE FLASHING AT DOWELS TYP.1' - 5 1/2"4"LEVEL 2203' - 2"2' - 5 1/2"CL. EXTERIOR WALL TYPE W1FP STEEL BEAM, SEE STRUCT.DWGS. TYP. CONC. SLAB SEE STRUCT.1' - 3 1/2"1'-2" EOSEXTRUDED SILICONESHEET, LAPPED BY AVBAT FLOOR JOINTBACKER ROD & SEALANT2Existing Alumnae Gym G203' - 2"TYPICAL CLIP ANCHORS WITH THERMAL ISOLATORS TIED BACK TO CFMF STUD STRUCTURE BEHIND. LOCATE ON STUDS TYP.TYPICAL STAINLESS STEEL ADJUSTABLE BODY ANCHOR BY HALFEN, H & B OR APPROVED EQUAL. LOCATE 5/16" SS DOWEL PINS 4 1/2" FROM EDGE OF STONESTYP.3" X 1/8" HORIZONTAL ANCHORRAIL FIXED TO VERTICAL RAILSAND RADIUSED PER DWG LAYOUTSTYP.TYPICAL VERTICAL RAILSSPACED ACCORDING TOSTUD LOCATION BEHIND,COORDINATE W/ CFMF LOCATIONSTYP.TYP. VERT. STONE JOINTTYP. HORIZ. STONE JOINTGENERAL NOTES FOR STACKED STONE ATTACHMENT:PLEASE REFER TO DETAILS: , TYPE W1FOR TYPICAL NOTES REGARDING ATTACHMENT OF STACKED STONE ON CURVED JEWEL BOX WINGS./1A532/8A532/1A500LEVEL G175' - 11"DA5302SIM1' - 4"1' - 5 3/8"9 3/8"7"6"7"196' - 6"A5311SIM , BUT W/ MINERAL FIBER INSUL.SLOPE TO DRAINSUNKEN COURTYARD 013MECHANICAL 014FLOOR OF MECHANICAL ROOMSLOPE TO DRAINROOF TYPE R32' - 2 3/4"T.O. WALL3" RIGID INSULATION BEHIND 4" CMUSLOPE TO DRAINWATERPROOFING MEMBRANEWATERPROOFING MEMBRANE1" GAP, FILL W/ MINERAL WOOL INSULATIONTHERMAL ISOLATOR PADTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:14:11 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A532EXTERIOR SECTION DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"SECTION DETAIL @ SW THROAT7SCALE 1 1/2" = 1'-0"SECTION DETAIL @ SW THROAT FOOTING6SCALE 1 1/2" = 1'-0"SECTION DETAIL @ SOUTH JEWEL BOX1SCALE 1 1/2" = 1'-0"WALL SECTION N JEWEL BOX @ SUNKEN COURTYARD - SOUTH5SCALE 1 1/2" = 1'-0"SECTION DETAIL @ JB - SLAB EDGE AT CW LEV 34SCALE 1 1/2" = 1'-0"SEC DET @ S JEWEL BOX CW SUPPORT SILL2SCALE 1 1/2" = 1'-0"SEC DET AT SOUTH JB 2ND FL STACKED STONE3PLEASE NOTE:REFER TO FRONT CURTAINWALL PACKAGE IN SPEC APPENDIX FOR INFORMATION REGARDING CURTAINWALL SYSTEMSGENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.SCALE 1/2" = 1'-0"STONE ATTACHEMENT ELEV. AT CURVED JB WALL8SCALE 1 1/2" = 1'-0"SECTION DETAIL AT SUNKEN COURTYARD TO MECH. ROOM9122NO. DATE DESCRIPTION1 02/28/18 PACKAGE 42 03/23/18 PACKAGE 4 - ADDENDUM #1
LEVEL G175' - 11"IEXTERIOR WALL TYPE W6WATERPROOFING MEMBRANECONTINUOUS, LAP WALL MEMBRANE OVER AT VERTICALDOWEL INTO SLAB BELOWSEE STRUCTURAL, AND TIE INTO EXISTING WALL TYP.CONCRETE SLAB SEE STRUCT.DWGS. TYP.WATERSTOP, CUT INTO EXISTINGAND SOLID CMU BASE BLOCK1" RIGID INSULATIONDRAINABLE FILL BELOWKRUN WP MEMBRANE AROUNDALL SLAB FINGERS, ALL SIDES TYP.2LEVEL 1192' - 2"EXISTING MASONRY AND FOUNDATION WALLEPOXY CRACK REPAIR AS REQUIREDSECURE MEMBRANE TO METAL DECK ABOVEWALL TYPE W6 TYP.K21/4"8 1/2"LEVEL 4228' - 3"LEVEL 4 MECH224' - 8"ROOF TYPE R5WALL TYPE W4NEW SOLDERED ZINC COPPER GUTTER OVER HIGH TEMP WP MEMBRANEKCONT. ZINC COPPER FLASHING APRON OVER CONT. INSUL UNDER 1 X 4 FURRINGCONT. PERF. CLEAT1 X PT WOOD TRIM WRAP IN COPPERPT BK'G. @ 16" OC. ALLOW VENTCONT. SHIM. 2X CONT. PT WOOD BLKG.TERM BAR SECUREHIGH TEMP WP MEMBRANEVAPOR BARRIERWALL TYPE W42LEVEL 2203' - 2"1413.9EXISTING MULLIONCENTERLINE2' - 6 3/8"EOS AT WEST PAVILLION LEVEL 2, N & S SIDE WINDOWSCUSTOM ALUM. CLAD WOOD ARCH TOP WINDOWS WITH TEMPERED INSULATED GLASSWALL TYPE W8FLUSH RECESSED METAL SHOE (RADIUSED TO MATCH CURVE) W/ 1/2" LAMINATED SAFETY GLASSFP STEEL BRACING- SEE STRUCT DRAWINGS TYP.SOFFIT 5/8" GWB ON 3 5/8" STUDSCURVED TOP EXISTING OPENINGA5606EXISTING WALL TO REMAIN1"2 1/4"1"A56032Existing Alumnae Gym G203' - 2"13.814.114.2LEVEL G.5188' - 0"CBPRECAST OVERFOUND. RUN WP MEMBRANE& HI DENSITY INSULATION UNDERSILL IN BED OF BUTYL SEALANT GLASS ENT. DOOR2PIN SLAB W/SS DOWELSLEVEL LL160' - 0"LEVEL LL LANDING162' - 6"EXISTING FOUNDATION WALL, SEE STRUCTURAL DWGS.PIPE, SEE PLUMBING DWGS.EXISTING MAT SLAB, SEE STRUCTURAL DWGS.WATERSTOPRAMP SLAB, SEE STRUCTURAL DWGS.HIGH DENSITY EXTRUDED POLYSTYRENE, SEE STRUCTURAL DWGS.SLAB ON GRADE, SEE STRUCTURAL DWGS.CRUSHED STONE1" RIGID INSULATIONWATERPROOFING MEMBRANESECURE WATERPROOFING MEMBRANE W/ CONTINUOUS MTL. TERMINATION BARWATERPROOFING MEMBRANE AT LOCATIONS WHERE EXCAVATION HAS EXPOSED EXISTING FOUNDATION WALL, CONNECT TO HORIZONTAL WATERPROOFING MEMBRANE ABOVE, LAP HORIZONTAL WATERPROOFING OVER VERTICAL, SIM. TOLIQUID MEMBRANE TERMINATION1" LIQUID MEMBRANE FILLETMEMBRANE WATERPROOFING, LAP 6" MIN. ONTO HORIZONTAL AND VERTICALLAP 2 LAYERS OF WATERPROOFING TAPE AT CORNER1/2" DRAINAGE - PROTECTIONBOARD, TERMINATE ABOVE, JUST BELOW GRADE, AND EXTEND DOWN TO LIMIT OF EXCAVATION REQUIRED FOR PIPE INSTALLATION2" RIGID INSULATION, TERMINATE ABOVE, JUST BELOW GRADE, AND EXTEND DOWN TO LIMIT OF EXCAVATION REQUIRED FOR PIPE INSTALLATIONPIPE, SEE PLUMBING DWGS.COVER EDGES OF MEMBRANE WATERPROOFING SLEEVE WITH WATERPROOFING TAPEMEMBRANE WATERPROOFING SLEEVE AROUND PIPECOVER MEMBRANE WATERPROOFING SLEEVE WITH WATERPROOFING TAPE AT PIPECOVER EDGES OF MEMBRANE WATERPROOFING SLEEVE WITH WATERPROOFING TAPE/9A530EMBED WATERPROOFING MEMBRANE IN LIQUID MEMBRANE AND SECURE W/ CONTINUOUS MTL. TERMINATION BARCOVER TERM. BAR WITH LIQUID MEMBRANE, THEN COVER WITH MEMBRANE WATERPROOFING. COVER ALL LIQUID MEMBRANE WITH WATERPROOFING TAPE 1'-0" MIN2LEVEL LL160' - 0"LEVEL LL LANDING162' - 6"TOPPING SLAB, SLOPE TO DRAIN1/4" PER FOOT, MINEMBED WATERPROOFING MEMBRANE IN LIQUID MEMBRANE AND SECURE W/CONTINUOUS MTL. TERMINATION BARCOVER TERM. BAR WITH LIQUID MEMBRANE, THEN COVER WITH MEMBRANE WATERPROOFING. COVER ALL LIQUID MEMBRANE WITH WATERPROOFING TAPE. CONNECT EXISTING MAT SLAB TO NEW PER STRUCT, SEE STRUCT. DRAWINGS. INSTALL CONNECTIONS W/ MIN. 3" CLEARANCE FROM TERM. BAR BELOWWATERPROOFING MEMBRANE1" RIGID INSULATIONCRUSHED STONEWATERPROOFING MEMBRANE1" RIGID INSULATIONCRUSHED STONEEXISTING WALL BEYONDCONCRETE SLAB, SEE STRUCTURAL DWGSEXISTING MAT SLABCONCRETE SLAB, SEE STRUCTURAL DWGSCONCRETE SLAB, SEE STRUCTURAL DWGSCONCRETE WALL, SEE STRUCTURAL DWGSCONT. WATERSTOPHIGH DENSITY EXTRUDED POLYSTYRENE, SEE STRUCTURAL DWGS.2" RIGID INSULATIONWATERPROOFING MEMBRANESOIL AS REQ'D, SEE LANDSCAPE DWGS FOR GRADING1/2" DRAINAGE BOARDROOF TYPE R37' - 0"OPENING IN CAST-IN-PLACE CONCRETE WALL FOR DOOR, WALL SHOWN BEYONDRUN NEW WP. MEMBRANEUP EDGE OF EXISTING MAT SLABPERFORATED PIPE FOR DRAINAGE, OR CONNECTIONS TO EXISTING FLOOR DRAINLAP ROOF MEMBRANE ONTO VERTICALLAP VERTICAL WALL WATERPROOFING MEMBRANE OVER ROOF MEMBRANE TYPICALSECURE ROOF MEMBRANE W/ CONTINUOUS MTL. TERMINATION BARSEE(SIM) FOR CONTINUATION/9A530SEE(SIM) FOR CONTINUATION/7A5103 HR RATED CAST-IN-PLACE CONCRETE WALL DOWN TO EXISTING MAT SLAB, SEE STRUCTURAL DWGS.VIFRAISED CONCRETE SLAB, SEE STRUCTURAL DWGSCONT. WATERSTOPCONCRETE MUD MAT, SEE STRUCTURAL DWGSCONRETE CURB AS SUBSTRATE FOR WATERPROOFING MEMBRANE, DOWEL INTO EXISTING MAT SLABGENERAL NOTES FOR STACKED STONE ATTACHMENT:PLEASE REFER TO DETAILS: , TYPE W1FOR TYPICAL NOTES REGARDING ATTACHMENT OF STACKED STONE ON CURVED JEWEL BOX WINGS./1A532/8A532/1A500LEVEL 3214' - 2"14LEVEL 3214' - 2"LEVEL 3264"13.93 5/8"5"5 5/8"1"1"A5601214.114.21413.9A56031' - 4"213.814.114.2THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 12:14:33 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A533EXTERIOR SECTION DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"SECTION DETAIL @ WP AT FOOTING AND COLUMN1SCALE 1 1/2" = 1'-0"SECTION DETAIL @ WP AT EXISTING WALL2SCALE 1 1/2" = 1'-0"SECTION DETAIL @ EXISTING CORNICE3SCALE 1 1/2" = 1'-0"ARCH TOP WALL AND FLOOR OPENING6SCALE 1 1/2" = 1'-0"SEC DET CAFE ENT WEST SIDE7PLEASE NOTE:REFER TO FRONT CURTAINWALL PACKAGE IN SPEC APPENDIX FOR INFORMATION REGARDING CURTAINWALL SYSTEMSGENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.SCALE 1 1/2" = 1'-0"SECTION DETAIL - WATERPROOFING AT PIPE PENETRATION81SCALE 1 1/2" = 1'-0"SECTION DETAIL - WATERPROOFING AT ELECTRICAL VAULT91SCALE 1 1/2" = 1'-0"SECT. DET. - WINDOW SILL AT BRACED FRAME4SCALE 1 1/2" = 1'-0"SECTION DETAIL @ WINDOW - BRACED FRAME5NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #22 03/23/18 PACKAGE 4 - ADDENDUM #1
9LEVEL G.5188' - 0"4 1/2"EOS7"GLAZED ALUMINUM CURTAIN WALLPREFINISHED METAL SOFFIT CLOSURE TRIMFIRE PROOFED STRUCT. STL.FIRE STOP AT SLAB EDGE TYP.T.O. STL AT 7 1/2" DECK241' - 4"D7 1/2"8"10" MAX DEPTHROOF TYPE R1ROOF TYPE R1241' - 11 1/2" T.O. DECKINSUL.4" MIN5/8" GYPSUM FIBER BOARD ROOF SHEATHINGHIGH TEMP WP MEMBRANE UNDERNEATH ZINC COPPER, TYPLINE WALLS OF SCUPPER W/ SOLDERED FLAT SEAM ZINC COPPER2X PT FRAMING AS REQ'DLAP ROOF MEMBRANE OVER ZINC COPPER AT TOP, LAP SEALANT AT ALL EDGES - MIN 6" WIDE PRESSURE SENSITIVE ELASTOFORM FLASHINGFIREPROOFED STL. STRUCTURE AND DECK, SEE STRUCT. DWGS, TYP.T.O. STL AT 3" DECK241' - 8 1/2"METAL ROOF EDGE BEYONDLEVEL 2203' - 2"F.3GG.611 3/4" EOSINSULATED ALUMINUM PANELS GLAZED INTO CURTAIN WALL3" INSULATED METAL BACK PANS TYP.FUR OUT W/ 3 5/8" STUDS AND 5/8" GWBFIRE PROOFED STRUCT. STL. SEE STRUCT. DWGS.ALUM. FLASH. MATCH PANEL FIN.SLOPE TOPFIRE SAFE AT FLOORS TYP.Existing Alumnae Gym G203' - 2"LEVEL 1192' - 2"SOUTH ENTRY177' - 6"CB9"1' - 9"CONTINUOUS STORM-RESISTANT 5" ALUM. LOUVERS14 GA. ZINC COPPER PAN FLASHING W/ UPTURNED ENDS AND INTERIOR ATTACHMENT, SEALANT ON FASTENERS, AND HEMMED EDGE, SOLDER THIMBLE OVER DOWELS TYPFIREPROOFED STRUCTURAL STEEL, SEE STRUCTURAL DWGSCONT. ALUM. ANGLES, ATTACH TO SHEATHING AND CFMF W/ NEOPRENE GASKETS, BOTH SIDES OF OPENING, SECURE LOUVER TO ALUM ANGLESLAP STRIP OF AVB MEMBRANE OVER FLASHINGBACKER ROD AND SEALANTEXTERIOR SHEATHING, TYPCEMENT BOARD, TYP AT PLENUM6" CFMFSLOPED PRECAST SILL8" CFMFWALL TYPE W5, SIM, BEYONDEXTERIOR SHEATHING, TYPAVB MEMBRANECEMENT PLASTER SOFFITSTONE ANCHORS TYP.WEEP AT VERT JOINTSCLIPS W/ THERMAL SHIMSSEAL FASTENERS AT FLASHING1" MIN. INSULATE VOID TYP.WALL TYPE W3 BELOW GRADEWATERPROOFING MEMBRANEBELOW GRADE BOTTOM STONE ON SETTING BLOCKSCONCRETE SLAB, SEE STRUCTURAL DWGS.LAP STRIP OF AVB OVER FLASHINGAVB MEMBRANE UP AND OVER TOP OF KNEE WALL, LAP DOWN OVER WATERPROOFING MEMBRANETHRU-WALL HEAD FLASHING, SET IN SEALANTLAP STRIP OF AVB MEMBRANE OVER FLASHING, AND EXTRUDED SILICONE SHEETGRADE VARIES, SEE LANDSCAPE DWGS.10' - 6"1' - 0"189' - 0"ZINC COPPER COPING W/ HEMMED EDGES OVER AVB MEMBRANE, AND ROOF MEMBRANE STRIPFLOOR OPENING FOR DUCT PENETRATION, COORD. W/ STRUCTURAL AND MEP DWGS.SECURE EXTRUDED SILICONE SHEET TO INSIDE F.O. LOUVER MULLION W/ TERM BAR, TYP.THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 12:14:44 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A534EXTERIOR SECTION DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"SECT DET COURTYARD CW AT LEVEL G.51SCALE 1 1/2" = 1'-0"SECTION DETAIL AT ROOF SCUPPER2SCALE 1 1/2" = 1'-0"SECT DET LEV 2 THROAT @ MTL. PNL.3SCALE 1 1/2" = 1'-0"LOUVER HEAD / SILL DETAIL AT SOUTH ENTRY PLINTH WALLS41NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
LEVEL 3214' - 2"LEVEL 2203' - 2"282726252428.4CW-013' - 8"7' - 2 1/2"11' - 0"6' - 10"1' - 2"2' - 6"10' - 7 1/2"1 1/2"1 1/2"CW-02ALIGN VERTICAL MULLION LINE WITH THROAT EDGE BELOW2A570TYP2A532SIM3A532SIM25.41' - 4"SEE CURTAINWALL PLAN ON A550 FOR VERTICAL MULLION LOCATIONSNOTE: CURTAINWALL IS CURVED AND SEGMENTED12827262524DHJGD.328.4D.8EFBE.3SJB-4SJB-3SJB-2SJB-1SJB-5SJB-6SJB-7SJB-8SJB-9SJB-10SJB-11SJB-12SJB-13SJB-14SJB-1596.4°102.31°5 7 .4 6 °84.02°EQ-SJB-3EQ-SJB-3EQ-SJB-3EQ-SJB-4EQ-SJB-42 FLAT GLASS AND MTL. PANELS WIDEEQ-SJB-5EQ-SJB-5EQ-SJB-5EQ-SJB-6EQ-SJB-63 CURVED GLASS AND MTL. PANELS WIDE2 CURVED GLASS AND MTL. PANELS WIDEEQ-SJB-7EQ-SJB-7EQ-SJB-7 EQ-SJB-7
4 FLAT GLASS AND MTL. PANELS WIDE
EQ-SJB-8 E Q -SJ B -8
E Q -SJ B-9
EQ -S J B -9
E Q -S J B -1 0 EQ-SJB-10EQ-SJB-11EQ-SJB-112 FL A T GLA S S A ND M TL. P AN ELS W ID E 2 F L A T G L A S S A N D M T L . P A N E L S W I D E 2 C U R V E D G LASS A N D M TL . P A N E LS WI D E EQ-SJB-12EQ-SJB-12EQ-SJB-12EQ-SJB-12EQ-SJB-12EQ-SJB-13EQ-SJB-1382.83°4 1 .7 6 °75.24°EQ-SJB-2EQ-SJB-13E Q -S J B -1 5 D EQ-SJB-15AEQ-SJB-15A2 CURVED MTL. PANELS WIDE3 CURVED MTL. PANELS WIDEEQ-SJB-15BEQ-SJB-15BEQ-SJB-15B 3 CURVED MTL. PANELS WIDEEQ-SJB-15CEQ-SJB-15CEQ-SJB-15 C2 C U R V E D M T L . P A N E L S W ID E 3 FL AT MT L. PA NEL S WID E
33.62°4.66°77.8°86.02°82.83°75.24°4' - 7 1/2"3' - 11 1/4"6' - 5"2' - 1 1/8"1' - 1 1/8"3' - 7 1/4"3 3/4"2' - 2 5/8"2' - 6 5/8"70.32°1' - 7 1/2"6' - 8 1/8"3' - 9 1/2"79.17°67.68°48.41°5' - 7 5/8"11 3/8"5' - 6 1/8"A5503E Q -S JB -1 5 D
A5504A5501EQ-SJB-22 CURVED MTL. PANELS WIDE2 FLAT MTL. PANELS WIDE2 CURVED GLASS AND MTL. PANELS WIDEA5207SIMA52010SIM3 FLAT GLASS AND MTL. PANELS WIDE4 FLAT GLASS AND MTL. PANELS WIDE1 CURVED GLASS AND MTL. PANEL WIDE1TYP.A55061EQ-SJB-1EQ-SJB-1LEVEL 3214' - 2"LEVEL 2203' - 2"DGEFCCW-019' - 0 1/2"11' - 0"6' - 10"10' - 7 1/2"5' - 4 1/2"1' - 2"1 1/2"1 1/2"2A570TYP2A532SIM1' - 4"SEE CURTAINWALL PLAN ON A550 FOR VERTICAL MULLION LOCATIONSNOTE: CURTAINWALL IS CURVED AND SEGMENTED2' - 6"14A945LEVEL 3214' - 2"LEVEL 2203' - 2"2827262528.4CW-0111' - 0"10' - 7 1/2"9' - 0 1/2"1' - 2"1' - 4"2' - 6"5' - 4 1/2"SEE CURTAINWALL PLAN ON A550 FOR VERTICAL MULLION LOCATIONSNOTE: CURTAINWALL IS CURVED AND SEGMENTED1 1/2"1 1/2"2A570TYP2A532SIM1NOTES:UNLESS OTHERWISE NOTED CURTAINWALL GLAZING TO BE TYPE GL-1LEGEND:FLAT PANELSCURVED PANELSMETAL PANELSSEE CURTAINWALL PLAN A550 FOR VERTICAL MULLION LOCATIONSNOTE: CURTAINWALL IS CURVED AND SEGMENTED11' - 4"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:15:22 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A550CURTAINWALL TYPE - SOUTHJEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"CW01 - SOUTH JEWEL BOX - EAST ELEVATION1SCALE 1/4" = 1'-0"CW01 - SOUTH JEWEL BOX - PLAN2SCALE 1/4" = 1'-0"CW01 - SOUTH JEWEL BOX - SOUTH ELEVATION3SCALE 1/4" = 1'-0"CW01 - SOUTH JEWEL BOX - WEST ELEVATION4SCALE 1/4" = 1'-0"CW01 - SOUTH JEWEL BOX - NORTH ELEVATION AT 'THROAT'6NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
LEVEL 3214' - 2"1312111098CW-0110' - 7 1/2"8' - 10 1/2"2' - 6"8' - 0"SEE CURTAINWALL PLAN ON A551 FOR VERTICAL MULLION LOCATIONSNOTE: CURTAINWALL IS CURVED AND SEGMENTED2' - 6"2A570TYP3A532SIM2A532SIM1' - 4"1' - 2"11312111098DHJGD.3D.8EFE.7BE.3OPEN TO BELOWA5513NJB-13NJB-12NJB-11NJB-10NJB-9NJB-8NJB-7NJB-6NJB-5NJB-4NJB-3NJB-2NJB-1EQ-NJB-4EQ-NJB-5EQ-NJB-5EQ-NJB-7EQ-NJB-7EQ-NJB-7EQ-N JB-7 2 CURVED GLASS AND MTL. PANELS WIDEEQ-NJB-3EQ-NJB-3EQ-NJB-3EQ-NJB-3E Q -N JB -8EQ-N J B -8 1 FLAT GL. AND MTL. PANEL WIDE1 CURVED GL. AND MTL. PANEL WIDEE Q -N J B -9EQ-N JB -9EQ-NJB-9EQ-NJB-11EQ-NJB-11EQ-NJB-11EQ-NJB-2EQ-NJB-2EQ-NJB-1EQ-NJB-12 CURVED MTL. PANELS WIDE2 FLAT MTL. PANELS WIDEEQ-NJB-13AEQ-NJB-13AEQ-NJB-13AEQ-NJB-13BEQ-NJB-13BEQ-NJB-13C EQ-NJB-13C
EQ-NJ B-13C
3 FLAT METAL PANELS WIDEEQ-NJB-123 CURVED METAL PANELS WIDE2 CURVED METAL PANELS WIDE6' - 5 5/8"3' - 10 1/2"45°79.35°85.57°112.4°100.81°85.65°63.67°56.07°81.96°80.5°6 5 °3 8 .8 5 °3' - 4 1/4"1' - 9 7/8"73.32°3' - 2 1/2"1' - 5 7/8"2' - 5 1/2"7' - 9"5' - 1 3/4"2' - 3 3/4"2' - 4 1/8"6' - 9 7/8"2 7/8"E Q -N J B -13D
E Q -N JB -13 D
2 C U R V E D M E T A L P A N E L S W ID EA5511 A5514EQ-NJB-10EQ-NJB-101 FLAT GL. AND MTL. PANEL WIDE1 CURVED GL. AND MTL. PANEL WIDEEQ-NJB-123 CURVED MTL. PANELS WIDEEQ-NJB-3EQ-NJB-42 CURVED GLASS AND MTL. PANELS WIDEEQ-NJB-62 CURVED GLASS AND MTL. PANELS WIDE3 C U R VED G LAS S A N D M T L. P A N ELS W ID E
A52010SIMOPP.A5207SIMNJB-15NJB-16NJB-17NJB-18NJB-19NJB-20NJB-21NJB-22NJB-23NJB-24NJB-25NJB-26NJB-2713.5A551615 FLAT GLASS AND MTL. PANELS WIDE1TYP.5 FLAT GLASS AND MTL. PANELS WIDE
4 FLAT GLASS AND MTL. PANELS WIDEEQ-NJB-7EQ-NJB-6EQ-NJB-11EQ-NJB-12LEVEL 3214' - 2"13121110913.6CW-02CW-0110' - 7 1/2"8' - 10 1/2"4' - 6"1 1/2"1' - 2"1' - 4"SEE CURTAINWALL PLAN ON A551 FOR VERTICAL MULLION LOCATIONSNOTE: CURTAINWALL IS CURVED AND SEGMENTEDALIGN VERTICAL MULLION LINE WITH THROAT EDGE BELOW2A570TYP3A532SIM2A532SIM2' - 6"1LEVEL 3214' - 2"DLEVEL 4 MECH224' - 8"GEFBCW-014' - 6"1' - 2"2' - 6"10' - 7 1/2"8' - 10 1/2"SEE CURTAINWALL PLAN ON A551 FOR VERTICAL MULLION LOCATIONSNOTE: CURTAINWALL IS CURVED AND SEGMENTED1 1/2"2A532SIM3A532SIM1A5731' - 4"1NOTES:UNLESS OTHERWISE NOTED CURTAINWALL GLAZING TO BE TYPE GL-1LEGEND:FLAT PANELSCURVED PANELSMETAL PANELSDEF1' - 4"SEE CURTAINWALL PLAN ON A551 FOR VERTICAL MULLION LOCATIONSNOTE: CURTAINWALL IS CURVD AND SEGMENTED1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:16:17 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A551CURTAINWALL TYPE -NORTH JEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"CW01 - NORTH JEWEL BOX - EAST ELEVATION4SCALE 1/4" = 1'-0"CW01 - NORTH JEWEL BOX - PLAN2SCALE 1/4" = 1'-0"CW01 - NORTH JEWEL BOX - WEST ELEVATION1SCALE 1/4" = 1'-0"CW01 - NORTH JEWEL BOX - NORTH ELEVATION3SCALE 1/4" = 1'-0"CW01 - NORTH JEWEL BOX - SOUTH ELEVATION AT 'THROAT'6NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
SOUTH ENTRY177' - 6"D.4D.1007V.EX3' - 10 1/8"6' - 1 1/2"3' - 10 1/4"+/- 13' - 9 3/4" VIF2' - 6"9' - 0"11' - 6"2A5541A5547A533SIM1112726LEVEL G.5188' - 0"EQEQEQ+/- 18' - 0" VIF6' - 6"CW-03A1SOUTH ENTRY177' - 6"2626.6EQEQEQ11' - 2"+/- 18' - 0" VIFCW-03B2410' - 7 1/4"11' - 0"10' - 10 3/4"1' - 0"1 1/4"1 1/4"+/- 33' - 6" VIFEQEQMETAL PANEL. TYP.+/- 15' - 6 1/4" VIF7A532SIM7A532SIMCW-02LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"SOUTH ENTRY177' - 6"24LEVEL 4 MECH224' - 8"CW-0214' - 6 3/4"11' - 0"11' - 0"10' - 7 1/4"1 1/4"1 1/4"1 1/4"1' - 0"EQEQEQ+/- 15' - 11 1/8" VIF3A572SIM7A532SIMExisting Alumnae Gym G203' - 2"LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL 4 MECH224' - 8"METAL PANEL, TYP1' - 0"+/- 33' - 6" VIFMETAL PANEL, TYP10' - 7 1/4"11' - 0"10' - 10 3/4"1 1/4"1 1/4"EQ6' - 0"EQ+/- 13' - 1 1/8" VIF9' - 0"7A532SIM3A534SIM3A572SIM3A531SIMCW-02Existing Alumnae Gym G203' - 2"13.84' - 8"4' - 4"10' - 0 1/2"METAL DOOR, FLUSH WITH PANELS113.6CW-0211' - 0"11' - 0"2' - 1 1/4"8' - 4 3/4"8' - 4 3/4"EQEQ3A572SIM7A532SIM+/- 11' - 11 3/8" VIF13.81LEVEL 1192' - 2"13121110LEVEL G.5188' - 0"108 EX3A554EQEQ6' - 0"EQ8' - 8 1/2"1 1/2"8' - 10"7A533SIMCW-03D+/- 23' - 7" VIF1LEVEL 4228' - 3"16EQ9' - 0"4' - 1"13' - 1"CW-03I4A573LEVEL 4228' - 3"BEQEQ13' - 8 1/2"4' - 1"9' - 0"13' - 1"CW-03KLEVEL 4228' - 3"B4' - 1"9' - 0"13' - 1"3' - 0"5' - 3 1/4"5' - 2 3/4"CW-03H3A530SIM1LEVEL 4228' - 3"2120193A530401.1 EX401.2 EX9' - 0"4' - 1"13' - 1"EQ6' - 0"6' - 0"EQEQEQ+/- 36' - 2 1/2" VIFCW-03J3A941G9' - 9"11' - 0"1 1/4"1 1/4"CORNICE, TYP+/- 31' - 7 1/2" VIF110' - 10 1/2"LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL 4 MECH224' - 8"CB9' - 8 3/4"11' - 0"1 1/4"1 1/4"CORNICE, TYP+/- 2' - 2 1/4" VIFExisting Alumnae Gym G203' - 2"15' - 0 3/4"METAL PANEL, TYP1LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL 4 MECH224' - 8"G11' - 0"10' - 10 3/4"10' - 0 5/8"1 1/4"1 1/4"+/- 31' - 11 3/8" VIFCORNICE, TYP+/- 2' - 2 1/4" VIFExisting Alumnae Gym G203' - 2"METAL PANEL, TYP1CB14' - 6 3/4"11' - 0"11' - 0"9' - 9 1/8"1 1/4"1 1/4"1 1/4"+/- 46' - 4" VIFCORNICE, TYP1A573METAL PANEL, TYP1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 1:08:15 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A552CURTAINWALL TYPESMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"CW-03C SOUTH ELEVATION AT SOUTH ENTRY1SCALE 1/4" = 1'-0"CW-03A EAST ELEVATION AT SOUTH JEWEL BOX3SCALE 1/4" = 1'-0"CW-03B WEST ELEVATION AT SOUTH JEWEL BOX4SCALE 1/4" = 1'-0"CW-02D AT SOUTH JEWEL BOX S-E THROAT12SCALE 1/4" = 1'-0"CW-02C AT SOUTH JEWEL BOX S-W THROAT11SCALE 1/4" = 1'-0"CW-02A AT NORTH JEWEL BOX N-E THROAT9SCALE 1/4" = 1'-0"CW-02B AT NORTH JEWEL BOX N-W THROAT10SCALE 1/4" = 1'-0"CW-03D WEST ELEVATION AT NORTH JEWEL BOX2SCALE 1/4" = 1'-0"CW-03I SOUTH ELEVATION AT 4TH FLOOR7SCALE 1/4" = 1'-0"CW-03K SOUTH ELEVATION AT 4TH FLOOR5SCALE 1/4" = 1'-0"CW-03H NORTH ELEVATION AT 4TH FLOOR8SCALE 1/4" = 1'-0"CW-03J WEST ELEVATION AT 4TH FLOOR6WEST ELEVATIONNORTH ELEVATIONEAST ELEVATIONNORTH ELEVATIONEAST ELEVATIONSOUTH ELEVATIONWEST ELEVATIONSOUTH ELEVATIONNO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
13121110EQ-AEQ-A12' - 0 1/4"2' - 10"REFERENCE PLANCURVED GLASSREFERENCE PLANCURVED GLASSD.3C.9EE.7E.3EQ-BEQ-BEQ-B24' - 0 3/4"2' - 10"REFERENCE PLANCURVED GLASSREFERNCE PLANCURVED GLASS13121110EQ-AEQ-A12' - 0 1/4"2' - 10"REFERNCE PLANCURVED GLASSREFERENCE PLANCURVED GLASSLEVEL G175' - 11"876LEVEL G.5188' - 0"5EQEQEQEQEQEQEQEQEQ50' - 10 7/8"12' - 1"LEVEL 1192' - 2"LEVEL G175' - 11"E.5D.8E013.1 EX9' - 0 1/4"3' - 1"9' - 0"21' - 1 1/4"EQEQEQ6' - 0"23' - 10 1/2"1A534SIMLEVEL G175' - 11"D.9F.3LEVEL G.5188' - 0"E.5D.4D.16' - 1 1/8"5' - 8"6' - 0"6' - 4"6' - 0"6' - 0"6' - 0"013.2 EX12' - 1"9' - 0"3' - 1"2A530SIM1A530SIM13121110D.3C.9E.7E.311R 6' - 7 5/8"R 6 ' - 7 5 /8 "R 7' - 9 1/8"R 6' - 7 5/8"R 6 ' - 7 5 /8 "R 7' - 9 1/8"9 5/8"1' - 4 3/8"1' - 2 3/8"EQ-AEQ-AEQ-AEQ-A5' - 2 1/4"5' - 5 3/8"5' - 5 3/8"EQ-BEQ-BEQ-B5 ' - 2 1 /4 "5' - 5 3/8"5' - 2 1/4"EQ-BEQ-BEQ-B5' - 5 3/8"5 ' - 2 1 /4 "R 7' - 9 1/8"R 7' - 9 1/8"9 1/2"3"1' - 0 1/8"1' - 0 1/8"9 1/2"3"1' - 0 1/8"9 1/2"3"9 1/2"3"1' - 0 1/8"FACE OF GLAZINGCL OF COLUMNFACE OF INTERIOR FINISH BELOWHSS COLUMN, SEE STRUCTURAL5A572A5533SIMA5534SIMA5535SIMA5532SIMROOF OVERHANG ABOVEA5224D.3ED.1E.3EQ-BEQ-BEQ-B24' - 0 3/4"2' - 10"REFERENCE PLANCURVED GLASSREFERENCE PLANCURVED GLASS181717.5E.5EFD.71A572SIM181717.5D.8EFE.72A572SIM2' - 3 7/8"1' - 11 3/4"2A522110 7/8"1' - 11 3/4"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:17:06 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A553CURTAINWALL TYPESMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"CW-08 WEST ELEVATION AT NORTH JEWEL BOX CLERESTORY5SCALE 1/4" = 1'-0"CW-08 NORTH ELEVATION AT NORTH JEWEL BOX CLERESTORY4SCALE 1/4" = 1'-0"CW-08 EAST ELEVATION AT NORTH JEWEL BOX CLERESTORY3SCALE 1/4" = 1'-0"CW-03F EAST ELEVATION AT SUNKEN COURTYARD8SCALE 1/4" = 1'-0"CW-03E NORTH ELEVATION AT SUNKEN COURTYARD6SCALE 1/4" = 1'-0"CW-03G SOUTH ELEVATION AT SUNKEN COURTYARD7SCALE 1/4" = 1'-0"CW-08 PLAN AT NORTH JEWEL BOX CLERESTORY1SCALE 1/4" = 1'-0"CW-08 SOUTH ELEVATION AT NORTH JEWEL BOX CLERESTORY2SCALE 1/4" = 1'-0"CW-03L OCULUS WEST VIEW9SCALE 1/4" = 1'-0"CW-03L OCULUS NORTH VIEW10SCALE 1/4" = 1'-0"CW-03L OCULUS EAST VIEW11SCALE 1/4" = 1'-0"CW-03L OCULUS SOUTH VIEW12TYPE BTYPE ASCALE 1/4" = 1'-0"CW-03M GLAZED OPENINGS IN (W5) PLINTH WALLS13NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4 MECH224' - 8"LEVEL 2203' - 2"LEVEL 4433"JEWEL BOX ROOF445 3/4"Existing Level 5390"LEVEL 4 MECH390"SOUTH JEWEL BOX T.O. SILL #1194'-0"SOUTH JEWEL BOX T.O. SILL #2195'-10"NORTH JEWEL BOX T.O. SILL #1205'-0"SOUTH JEWEL BOX T.O. SILL #3208'-8"SOUTH JEWEL BOX T.O. SILL #4,NORTH JEWEL BOX T.O. SILL #2217'-10"NORTH JEWEL BOX T.O. SILL #3219'-8"1' - 1 1/2"1' - 8 1/2"1' - 10 1/4"1' - 1 1/4"9"1' - 1 1/2"1' - 7 7/8"10"10 1/8"1' - 1 1/2"LOUVERS NO.1 - NO.9TYPICAL MODULETHIS LOUVER ONLY OCCURS AT SOUTH JEWEL BOX (TYP)NO. 9 (TYPE A)NO. 8 (TYPE A)NO. 7 (TYPE B)NO. 6 (TYPE B)NO. 5 (TYPE A)NO. 4 (TYPE A)NO. 3 (TYPE C)NO. 2 (TYPE C)NO. 1 (TYPE B)NO. 9 (TYPE A)NO. 1 (TYPE B)LOUVER NO. 1 TO BE CENTERED ON HORIZ. MULLION, TYP.LOUVER NO. 1 TO BE CENTERED ON HORIZ. MULLION, TYP.HORIZ. MULLION, TYP.HORIZ. MULLION, TYP.NO. 8 (TYPE A)NO. 7 (TYPE B)NO. 6 (TYPE B)NO. 5 (TYPE A)NO. 4 (TYPE A)NO. 3 (TYPE C)NO. 6 (TYPE B)NO. 5 (TYPE A)NO. 4 (TYPE A)NO. 3 (TYPE C)NO. 2 (TYPE C)Existing Alumnae Gym G203' - 2"R 3/8"R 3/8"R 3/8"R 3/8"R 3/8"R 3/8"6"9"1' - 0"TYPE C LOUVERTYPE B LOUVERTYPE A LOUVER2 1/2"3"2"MOUNTING BRACKET, TYP.28.4ALUM. HEADER BY DOOR MANUF.ALUM. NARROW STILE DOORCW GLAZINGCWNARROW STILE STAINLESS STEEL DOORLINE OF TRANSOM ABOVERECESS FLOOR CLOSER BOX PER MANUF REQ.C5/8" GYP. SHEATHINGBACKER ROD AND SEALANTAVB BARRIERGLAZE EXTRUDED SILICONE INTO CWCW-03MINERAL WOOL INSULATIONCEMENT PLASTER EXTERIOR SOFFITTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:17:18 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A554CURTAINWALL DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3/4" = 1'-0"JEWEL BOX LOUVER LAYOUT SECTION5SCALE 6" = 1'-0"DETAIL AT SUN LOUVER PROFILES4SCALE 1 1/2" = 1'-0"CW-03 HEAD DETAIL @ DOOR2SCALE 1 1/2" = 1'-0"CW-03 JAMB DETAIL AT DOOR1SCALE 3" = 1'-0"CW-03 HEAD DETAIL31NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
SEAL BACKPAN AT CURTAIN WALL ANCHOR PENETRATIONS - TYPICAL PROVIDE 2" VENT GAPS AT 24 " O.C. BETWEEN BOTTOM GLAZING GASKETS OF BACK PAN CAVITIESLT GA GALVANIZED STEEL PLATE W/ LEVELING COMPOUND1" POURABLE SEALERMIN 4" FIRESAFING INSULATIONTYPICAL BACK PAN JOINTMECHANICALLY FASTEN METAL BACKPAN TOALUMINUM FRAME @ 8" O.C. SET BACKPAN FLANGEIN CONTINUOUS BED OF SILICONE SEALANT. APPLYCONTINUOUS EDGE BEAD OF SEALANT ALONG ENTIREPERIMETER OF BACK PAN. COVER ALL FASTENERHEADS WITH BEAD OF SEALANT.METAL BACKPANFIRESTOPPING AT SLABHEADSILLCOLREFINSULATING GLASS AS SPECIFIEDMINERAL WOOLSPRAY FIRE PROOFINGSLOTTED CURTAIN WALL ANCHORBENT PLATE, SEE STRUCTURALINSULATING GLASS AS SPECIFIEDINSULATING GLASS AS SPECIFIED, SHADOW BOX OR FASCIA TRIM, SEE PLANSINSULATING GLASS AS SPECIFIEDSEE STRUCTURAL DWGS.VERTICAL CURTAINWALL FRAMEMETAL BACK PANINSULATING GLASS UNIT AS SPECIFIED MINERAL WOOLGLASS SHADOW BOXKEYED-IN NEOPRENE GASKET. INSTALLED LENGTH MUST BE GREATER THAN OPENING TO ACCOMMODATE SHRINKAGE. SEAL CORNER JUNCTIONS WITH SEALANT OR BY HEAT WELDINGPROVIDE SEALANT AT BACK OF GLAZING POCKET UP AS HIGH AS POSSIBLE AT ALL MULLION INTERSECTIONSNEOPRENE (CHLOROPRENE) CORNER PLUGS SEALED WITH SEALANT. ENSURE SEALANT DOES NOT BLOCK DRAINAGE OR RETAIN WATER AT CORNERSSETTING BLOCKPRESHIMMED GLAZING TAPEALUMINUM CHANNEL SPACEROR AS SPECIFIED AVB APPLIED TO BACK-UP WALLBACK-UP WALLNOTE: SEE CW SILL & JAMB DETAILS FOR FLASHING TYPICALEXTRUDED SILICONE SHEET GLAZED INTO CW, LAP OVER AVBCOPE STEM AS REQ'DNOTE: SEE MFR DATA FOR ACTUAL MULLION PROFILESBACKUP WALLEXTRUDED SILICONE SHEET, GLAZE INTO CW GLAZING POCKETALUMINUM CHANNEL SPACER W/ PRESHIMMED GLAZING TAPE EACH SIDENOTE: SEE CW HEAD DETAIL FOR FLASHING TYPICALCONT. VAPOR PERMEABLE AIR BARRIER, LAP OVER EXTRUDED SILICONE SHEETNOTE: SEE MFR DATA FOR ACTUAL MULLION PROFILESSEAL ALL INTERIOR AND EXTERIOR CORNERS; INCLUDING BACK CORNER NOT SHOWN IN DETAILAIR BARRIER TRANSITION STRIPSEAL ALL INTERIOR AND EXTERIOR CORNERS; INCLUDING BACK CORNER NOT SHOWN IN DETAILTURN SILL FLASH UP ON JAMBTURN HEAD FLASH DOWN ON JAMBSILL #1SILL #2TURN UP AT JAMBHEAD #5TURN DOWNAT JAMBHEAD #6NORMAL WALL MEMBRANE LAPSOVERHEAD FLASHING #7JAMB #3JAMB #4ELEVATIONISOMETRIC11124355667THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 3" = 1'-0"4/6/2018 12:17:24 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A555CURTAINWALL TYPICALDETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3" = 1'-0"CW - SPANDREL DETAIL1SCALE 3" = 1'-0"CW - MULLION PLAN DETAIL2SCALE 3" = 1'-0"CW - ISOMETRIC OF SILL4SCALE 3" = 1'-0"CW - ISOMETRIC OF HEAD5SCALE 3" = 1'-0"CW - INSTALL. SEQUENCE OF AB TRANSITION STRIP @ OPENING31NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
EX. MASONRY OPENING5' - 8" VIFTYPE W2EX. VIF4' - 0" W2bEX. VIF4' - 3" W2aTYPE W1LEVEL 2.8LEVEL 1TYPE W3LEVEL 2.8EX SILL HT1' - 8" VIFEX. MASONRY OPENING6' - 0" VIF8' - 2 1/2"EX. SILL2' - 1" VIFEX. VIF1' - 10"7A5604A5605A560SIM6A5602A5603A5601A5602A5603A5601A560EX. MASONRY OPENING7' - 8" VIFEX. SILL HT3' - 8" VIF3' - 6 1/2" VIFEX. MASONRY OPENING11' - 9" VIFLEVEL 2.83A5601A560EX. MASONRY OPENING7' - 8" VIFEX. M.O.4' - 3" VIF2A560EX. SILL HT1' - 8" VIFALIGN TOP PANE IN TYPE W2, W3, W7TYPE W7EXTRUDED ALUM JAMB CASING -CUSTOM PROFILEALUM CLAD FIXED WOOD WINDOW (UPDATED DETAIL PER MANUF.)EXT WOOD BLOCKINGEXISTING WALL TO REMAIN3/4" HD WD JAMB EXTENSION3/4" x 1-1/2" HD WD STAINED TRIM AT HEAD/JAMB OF WINDOW - EASED EDGES3/4"1 1/2"1 1/4"1/2"VAPOR PERMEABLE AIR BARRIER TRANSITION MEMBRANE -COVERED BY SPF-IPREFORMED SILICONE TRANSITION MEMBRANE BETWEEN FRAME AND AIR BARRIERSMART BARRIER - TIE INTO AB AT WINDOWSPRAY FOAM EDGE RESTRAINTEXT WOOD BLOCKING AT 2' OC -FILL CAVITY W/ SPF-I SEALANT JOINT1/2" EXT SEALANTEXT WALL TYPE W4 (W6 AT LEVEL G)FASTEN WINDOW TO BLOCKING PER MANUF REQ AND SHIM AS REQVARIES - SEE PARTITION TYPE7 1/4"WALL PANELLING - SEE INT ELEV FOR LOCATIONHD WD WINDOW STOOL BELOWVARIES5"1/2" PLYWOODFILL ALL VOIDS BEHIND FRAME WITH SPF-SPATCH EXISTING MASONRY AS NECESSARY1 1/2"3 1/4"2 1/4"7"5"Existing Alumnae Gym G203' - 2"AEXISTING WALL TO REMAIN1"1"EXTRUDED ALUM CASING -CUSTOM PROFILEALUM CLAD WOOD WINDOW EXT WOOD BLOCKING AS REQ -COORDINATE WITH WINDOW MANUF ATTACHMENT DETAILEXISTING WALL TO REMAIN3/4" VENEER PANEL VAPOR PERMEABLE AIR BARRIER TRANSITION MEMBRANE - COVERED BY SPF-IPREFORMED SILICONE TRANSITION MEMBRANE BETWEEN FRAME AND AIR BARRIERSMART BARRIER - TIE INTO AB AT WINDOWSPRAY FOAM EDGE RESTRAINTSPF-ISEALANT JOINTEXT SEALANT JOINTEXT WALL TYPE W4 (W6 AT LEVEL G)FASTEN WINDOW TO BLOCKING PER MANUF REQ AND SHIM AS REQ1/2"3 1/8"EXT WOOD BLOCKING AT 2' OC - FILL CAVITY WITH SPF-I5"4 1/8"1/2" PLYWOOD - ARCHEDFILL ALL VOIDS BEHIND FRAME WITH SPF-S2 1/2" GALV STUD TRACKPATCH EXISTING MASONRY AS NECESSARYHD WD TRIM W/ 1/4" REVEAL1/4"3/4" VENEER PANELVAPOR PERMEABLE AIR BARRIER TRANSITION MEMBRANE - COVERED BY SPF-IPREFORMED SILICONE TRANSITION MEMBRANE BETWEEN FRAME AND AIR BARRIERSMART BARRIER - TIE INTO AB AT WINDOWSPRAY FOAM EDGE RESTRAINTSEALANT JOINTEXT WALL TYPE 4 FOIL FACED BUTYL WATERPROOF MEMBRANE -UPTURN END DAM OF SILL WATERPROOFING BEYONDALUM CLAD FIXED WOOD WINDOW (UPDATED DETAIL PER MANUF.)EXT WOOD BLOCKING AS REQEXT WOOD BLOCKING AT 2' OC -FILL CAVITY W/ SPF-I SHIM AS REQ3 5/8"5"5 5/8"FILL ALL VOIDS BEHIND FRAME WITH SPF-SCONTINUOUS STAINLESS STEEL ANGLE FIXED TO CONTINUOUS BLOCKINGEXT SEALANT JOINTPATCH EXISTING MASONRY AS NECESSARY1"1"HD WD TRIM WITH 1/4" REVEAL AT GWB7 1/4"TYPE W4 TYPE W5 TYPE W6LEVEL 1LEVEL 3LEVEL G3A5601A560EX. MASONRY OPENING6' - 8" VIFEX. M.O.5' - 6" VIFEX. SILL2' - 1" VIFEX SILL1' - 4 1/2" VIF3' - 6 1/2" VIF8' - 2 1/2"EX. MASONRY OPENING6' - 0" VIFEX. MO5' - 8" VIFEX. MASONRY OPENING4' - 0" VIF2A5603A5601A5602A5603A5601A5602A5606A560EX. SILL HT5' - 5" VIFEX. MASONRY OPENING11' - 9" VIFEXISTING WALL TO REMAIN3/4"1 1/2"1 1/4"1/2"3/4"EXTRUDED ALUM CASING -CUSTOM PROFILEALUM CLAD WOOD WINDOW EXT WOOD BLOCKING AS REQ -COORDINATE WITH WINDOW MANUF ATTACHMENT DETAILEXISTING WALL TO REMAIN3/4" HD WD - ARCHED AT WINDOW HEAD3/4" x 1-1/2" HD WD STAINED TRIM AT HEAD/JAMB OF WINDOW - EASED EDGESVAPOR PERMEABLE AIR BARRIER TRANSITION MEMBRANE - COVERED BY SPF-IPREFORMED SILICONE TRANSITION MEMBRANE BETWEEN FRAME AND AIR BARRIERSMART BARRIER - TIE INTO AB AT WINDOWSPRAY FOAM EDGE RESTRAINTSPF-ISEALANT JOINTEXT SEALANT JOINTEXT WALL TYPE W4 (W6 AT LEVEL G)FASTEN WINDOW TO BLOCKING PER MANUF REQ AND SHIM AS REQ1/2"3 1/8"1/4"VARIES1' - 1 3/4"EXT WOOD BLOCKING AT 2' OC - FILL CAVITY WITH SPF-I5"4 1/8"1/2" PLYWOOD - ARCHEDFILL ALL VOIDS BEHIND FRAME WITH SPF-S2 1/2" GALV STUD TRACK - RADIUS TO OPENINGPATCH EXISTING MASONRY AS NECESSARY1 1/4"3/4"3/4"3/4" HD WD SILL W/ EASED EDGES3/4" x 1-1/2" HD WD STAINED TRIM AT HEAD/JAMB OF WINDOW - EASED EDGESVAPOR PERMEABLE AIR BARRIER TRANSITION MEMBRANE - COVERED BY SPF-IPREFORMED SILICONE TRANSITION MEMBRANE BETWEEN FRAME AND AIR BARRIERSMART BARRIER - TIE INTO AB AT WINDOWSPRAY FOAM EDGE RESTRAINTSEALANT JOINTEXT WALL TYPE 4 WALL PANELLING - SEE INT ELEV FOR LOCATIONFOIL FACED BUTYL WATERPROOF MEMBRANE -UPTURN END DAM OF SILL WATERPROOFING BEYONDALUM CLAD FIXED WOOD WINDOW (UPDATED DETAIL PER MANUF.)EXT WOOD BLOCKING AS REQEXT WOOD BLOCKING AT 2' OC -FILL CAVITY W/ SPF-I SHIM AS REQ194' - 6"3 5/8"5"5 5/8"FILL ALL VOIDS BEHIND FRAME WITH SPF-SCONTINUOUS STAINLESS STEEL ANGLE FIXED TO CONTINUOUS BLOCKINGEXT SEALANT JOINTPATCH EXISTING MASONRY AS NECESSARYEXTRUDED ALUM JAMB CASING -CUSTOM PROFILEALUM CLAD FIXED WOOD WINDOW (UPDATED DETAIL PER MANUF.)EXT WOOD BLOCKINGEXISTING WALL TO REMAIN3/4" VENEER PANELVAPOR PERMEABLE AIR BARRIER TRANSITION MEMBRANE -COVERED BY SPF-IPREFORMED SILICONE TRANSITION MEMBRANE BETWEEN FRAME AND AIR BARRIERSMART BARRIER - TIE INTO AB AT WINDOWSPRAY FOAM EDGE RESTRAINTSPF-IEXT WOOD BLOCKING AT 2' OC -FILL CAVITY W/ SPF-I SEALANT JOINT1/2" EXT SEALANTEXT WALL TYPE W4 (W6 AT LEVEL G)FASTEN WINDOW TO BLOCKING PER MANUF REQ AND SHIM AS REQHD WD WINDOW STOOL BELOWVARIES5"1/2" PLYWOODFILL ALL VOIDS BEHIND FRAME WITH SPF-SPATCH EXISTING MASONRY AS NECESSARYHD WD TRIM WITH 1/4" REVEAL AT GWB1/4"1"1"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:17:40 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A560WINDOW SCHEDULE &DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCONSTRUCTION DOCUMENTSSCALE 1/4" = 1'-0"REPLACEMENT WINDOW TYPES IN 1909 EAST PAVILLION8SCALE 3" = 1'-0"WINDOW JAMB - ARCHED (EAST)5SCALE 3" = 1'-0"WINDOW TRANSOM6SCALE 3" = 1'-0"WINDOW HEAD - TYPICAL3SCALE 3" = 1'-0"WINDOW SILL - TYPICAL1SCALE 1/4" = 1'-0"REPLACEMENT WINDOWS IN 1909 WEST PAVILLION9SCALE 3" = 1'-0"WINDOW HEAD - ARCHED (EAST)7SCALE 3" = 1'-0"WINDOW SILL - ARCHED (EAST)4SCALE 3" = 1'-0"WINDOW JAMB - TYPICAL2NO. DATE DESCRIPTION
LEVEL G175' - 11"EX. MASONRY OPENING6' - 0" VIFEX. MASONRY OPENING11' - 3 1/2" VIFEXISTING MASONRY OPENING6' - 0" VIFSTAINLESS STEEL FRAME - NARROW STILE DOOR AND TRANSOM5A5614A561SIMDOOR OPENING8' - 6"1LEVEL 1192' - 2"1918DOOR OPENING10' - 2 1/2"EX. MASONRY OPENING14' - 7" VIFSTAINLESS STEEL FRAME - NARROW STILE DOOR AND TRANSOM5A561SIM4A561SIMEXISTING MASONRY OPENING8' - 0" VIF5A703LEVEL 1192' - 2"EX. MASONRY OPENING6' - 0" VIF8' - 7"ALUM CLAD WOOD FRAME WITH INSULATED GLAZING AT TRANSOMALUM CLAD WOOD STILE AND RAIL DOOR7A56010' - 3 1/2"ALUM CLAD WOOD STILE AND RAIL SIDELITE TO MATCH DOOR PANEL5A560SIM18.919.73/4" HD WD JAMB EXTENSION3/4" x 1-1/2" HD WD STAINED TRIM AT HEAD/JAMB OF WINDOW - EASED EDGESSMART BARRIER - TIE INTO AB AT WINDOW1/2" PLYWOOD2 5/8" STD PIVOTEXISTING EXTERIOR WALL - REPOINT AND PATCH AS REQUIREDNARROW STILE STAINLESS STEEL DOORSPRAY FOAM EDGE RESTRAINTEXT BLOCKING SECURELY FASTENED TO EXISTING MASONRY WALL VAPOR PERMEABLE AIR BARRIER TRANSITION MEMBRANE1' - 7" VIF1/4" x 4" STAINLESS STEEL PLATE ALIGNED WITH FACE OF MASONRY - FASTEN TO BLOCKING WITH COUNTER SUNK SCREWS1 3/8"LINE OF TRANSOM ABOVERECESS FLOOR CLOSER BOX PER MANUF REQ.1/4" EXT SEALANT JOINT1/4" SEALANT JOINT18.918.7LEVEL G.5188' - 0"EXISTING MASONRY WALL TO REMAINEXTERIOR WALL TYPE W43/4" x 1-1/2" HD WD STAINED TRIM AT HEAD/JAMB OF WINDOW - EASED EDGES3/4" HD WD HEAD EXTENSIONSMART BARRIER - TIE INTO AB AT WINDOW1/2" PLYWOODNARROW STILE STAINLESS STEEL TRANSOM GLAZING BY DOOR MANUFSPRAY FOAM EDGE RESTRAINTVAPOR PERMEABLE AIR BARRIER TRANSITION MEMBRANE1/4" x 4" STAINLESS STEEL PLATE AT DOOR ASSEMBLY SURROUND-1/4" EXT SEALANTSTAINLESS STEEL HEADER BY DOOR MANUFSTAINLESS STEEL NARROW STILE DOOR2 1/2" STUD AT DOOR SURROUND TO AVOID CONFLICT WITH SPF EDGE RESTRAINTPROVIDE ANGLE AT JAMB FOR HEADER SUPPORT, SECURELY FASTEN TO BLOCKING2"4"STAINLESS STEEL PLATE AT JAMB BEYOND28F.911' - 9"WALL TYPE W5WALL TYPE W58" CFMFAIR BARRIER- LIQUID, PERMEABLE, LAP OVER EXTRUDED SILICONE SHEET EXTRUDED SILICONE SHEET -RUN ONTO BLOCKING, TYPSEALANT AND BACKER RODBLOCKING AS REQ'DCFMF DOUBLE STUD, FILL W/ BATT INSULATIONHM FRAME (FILL FRAME COMPLETELY W/ MINERAL WOOL INSULATION)FRAME ANCHORS AS REQ'DLT GA MTL PLATE BLOCKING SUPPORTFIREPROOFED STRUCTURAL STEEL COLUMN, SEE STRUCTURAL DWGSFILL W/ MINERAL WOOL INSULATIONLEG OF HM FRAME SET IN BED OF SEALANT OVER EXTRUDED SHEET SILICONE28LEVEL G.5188' - 0"SOUTH ENTRY 2179' - 0"1' - 9"WALL TYPE W2, SIM8" CFMF BOX BEAM HEADERRUN AIR BARRIER DOWN WALL AND WRAP ONTO UNDERSIDE OF BLOCKINGLAP AVB OVER EXTRUDED SILICONE SHEET, AND LAP EXTRUDED SILICONE SHEET ONTO LT GA METAL ANGLESEALANT AND BACKER RODCONT. LT GA METAL ANGLEHM FRAME (FILL FRAME COMPLETELY W/ MINERAL WOOL INSULATION)ZINC COPPER THRU WALL FLASHING W/ DRIP EDGEEXTERIORINTERIORMETAL PANEL TRANSOM, PANEL FINISH TO MATCH DOORAVB, LAP OVER FLASHINGCONTINUOUS Z GIRTBLOCKING AS REQ'D8" BATT INSULATION WITHINSTUD CAVITYWEEP HOLES8" CFMFFURRING AS REQ'DSEALANT AND BACKER RODCONTINUOUS Z GIRT6" MINERAL WOOLTHRU WALL ZINC COPPER FLASHING TYP.AVB MEMBRANE5/8" GYP SHEATHINGCEMENT PLASTER SOFFITDOOR LEAFTHERMALLY BROKEN ALUM THRESHOLD IN BED OF SEALANTPRECAST PANEL BEYONDSEALANT AND COMPRESSIBLE FILLER1/8" GALV. STEEL BENT PLATEWATERPROOFING MEMBRANELEG OF HM FRAME SET IN BED OF SEALANT OVER AIR BARRIER1" RIGID INSULATIONFINISH FLOOR AS SPECIFIEDALIGNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:17:56 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A561EXTERIOR ENTRANCESSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"ENTRANCE ELEVATION AT WEST PAVILLION1SCALE 1/4" = 1'-0"ENTRANCE ELEVATION AT EAST PAVILLION2SCALE 1/4" = 1'-0"ENTRANCE ELEVATION AT EAST PAVILLION - NORTH3SCALE 3" = 1'-0"STEEL ENTRANCE DOOR - JAMB4SCALE 3" = 1'-0"STEEL DOOR TRANSOM HEAD511SCALE 1 1/2" = 1'-0"HM DOOR JAMB6SCALE 1 1/2" = 1'-0"HM DOOR HEAD AND SILL71NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
SOUTH ENTRY177' - 6"11' - 6"4' - 2"7A5214A534T.O. STL AT 3" DECK241' - 8 1/2"4' - 7"SILL HT1' - 8"10' - 0 7/8"6A5218"8"10' - 2 1/2"10' - 0"10' - 0"TO CL OF POSTS10' - 0"10' - 0"10' - 0"10' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"VIF5' - 10 1/2"5' - 8 7/8" VIF6A521HSS POSTS, TYP4A570HSS TUBES AT TOP AND BOTTOM OF LOUVER, TYPT.O. STL AT 3" DECK241' - 8 1/2"8"SILL HT1' - 8"LOUVER HT4' - 7"4' - 4 1/2"7' - 5"4' - 4 1/2"8"6A5214A5705' - 0"5' - 0"4' - 8"LEVEL G175' - 11"LOWER LEVEL160' - 0"2' - 0"MATCH DOOR WIDTH8' - 1 1/2"8' - 2"4' - 0"4' - 0"7' - 6"LEVEL G175' - 11"2' - 6"7A5214A534THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:18:08 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A562LOUVER SCHEDULE &DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"LOUVER TYPE L1L1SCALE 1/4" = 1'-0"LOUVER TYPE L5L5SCALE 1/4" = 1'-0"LOUVER TYPE L6L6SCALE 1/4" = 1'-0"LOUVER TYPE L3L3SCALE 1/4" = 1'-0"LOUVER TYPE L2L2SCALE 1/4" = 1'-0"LOUVER TYPE L4L41NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
LEVEL 4228' - 3"ASTANDING SEAM ZINC COPPER ROOFING ON ROSIN PAPER, ON WATERPROOFING MEMBRANE, CLEATED TO 5/8" SECUROCK GYP FIBER ROOF SHEATHINGCONTINUOUS 2" LOUVERED VENTFLAT SEAM ZINC COPPER ON HIGH TEMP WP MEMBRANE ON 5/8" SECUROCK SHEATHING ON 6" CFMF STUD.SEAM SPACING LOCATIONS TO MATCH ADJACENT STANDING SEAM ROOF,CONCEALED COPPER CLEATS AT SEAMS, INTO SHEATHING.ROOF TYPE R26" CFMF WALLS AND ROOF FRAMINGEXISTING MASONRY WALL, CORNICE AND GUTTER SUPPORTROOF TYPE R2EXCEPT WITHOUT PEDESTALS WRAP WP MEMBRANE OVER TOP OF ROOFROOF MEMBRANE UP AND OVER CONC. CURB, CONT.LAP ROOF MEMBRANE W/ WALL WP MEMBRANEZINC COPPER THRU WALL FLASHING186" STUD WITH MINERAL WOOLCEMENT PLASTER SOFFITZINC COPPER GUTTER WITH SOLDERED JOINTS OVER HIGH TEMP. WATERPROOFING MEMBRANEROOF TYPE R6CURVED METAL PANELS ON TIMBERCURTAIN WALLINSULATED METAL BACKPANSEAL PERIMETER OF BACKPAN TYP.SECURE AND TIE IN AVB TO METAL DECKABOVE AND GLAZE EXT. SILICONE MEMBRANE INTO CW GLAZING POCKET TYP.LAP WATERPROOFING OVEREND OF VB UNDER GUTTER LINERCLF.O. GLAZING1' - 5 1/2"F.O. STONE1' - 0"3" MTL. DECKT.O. STL @ JB ROOF228' - 0"F.O. PERIMETER BEAM, (VARIES)(HOLD)1' - 11"VENT SOFFIT TYP.CAP AND SEAL ENDS OF DECKFLUTES, WITH SHEATHING ANDWP MEMBRANE TYP. AT PERIM.NOTCH AND REINF. TS AT DRAIN PIPE LOCATION, TYP, SEE STRUCT. NOTCH TIMBER CW MULLIONAS REQ'D FOR DRAIN PIPE, COORD. W/ CW4"LINE GUTTER W/ SOLDERED JOINT ZINC COPPER TYP.METAL PANEL FASCIA228' - 6"227' - 2"10 3/4"5" MINERAL WOOL INSULATION5/8 GYP. SHEATHINGNOTE: ROOF DRAINS PIPES TO BE INSTALLED INTO SOFFIT AT AN INSULATED WARM ZONE, 1'-0" CLEAR WIDE, WITH MINERAL WOOL INSULATION, 3 5/8" STEEL STUDS, 5/8" GYP SHEATHING, AND AVB AT ALL THREE SIDESBELOW ROOF DECK AND INSULATION.11T.O. STL AT 7 1/2" DECK241' - 4"BCANTILEVER DECK IS SLOPEDW/ TAPERED INSULATION ON TOPROOF TYPE R1SLOPED CANTILEVER STEELW/ FP.FIREPROOFED STEELBEAM, SEE STRUCTURALSLOPED CEMENT PLASTER FINISH SOFFITGLAZED ALUMINUM CURTAIN WALLCEILING & METAL SOFFITCLOSURE TRIMOVERLAP STEEL WITH AIR BARRIERTYPICAL PRIOR TO FP243' - 2 1/2"TOS AT ROOF EDGE1' - 0"243' - 6"241' - 5"T.O. STL AT 3" DECK241' - 8 1/2"1STEEL PLATE AT DECK EDGE -TYP.1LEVEL 4228' - 3"14LEVEL 4 MECH224' - 8"13.9T.O. STL @ JB ROOF228' - 0"VAPOR BARRIERBRING VB UP WALL,LAP AIR BARRIER OVERROOF TYPE R1ROOF TYPE R55/8" CEMENT BOARDLINE GUTTER WITH CEMENT BOARD TYP.METAL PANELS PROVIDED BY CURTAINWALL MFRROOF TYPE R63' - 0 3/4"11NJB-29NJB-3013.814.114.2T.O. STL AT 7 1/2" DECK241' - 4"JCLEAR241' - 11 1/2" T.O. DECK4' - 0"248' - 6 1/2"T.O. STEELEAST (HIGH) SIDE OF POP-UPSLOPE TO DRAIN 1/4" PER FOOTSLOPE TO DRAINSLOPE TO DRAIN8"14 GA. ZINC COPPER THRU-WALL FLASHING W/ SEALANT ON FASTENERS, AND HEMMED EDGEROOF TYPE R1ROOF TYPE R1LAP STRIP OF EPDM ROOF MEMBRANE OVER THRU-WALL FLASHINGZINC COPPER COPING W/ HEMMED EDGES OVER ROOF MEMBRANE, AND ROOF MEMBRANE STRIPKNEE WALL: 6" CFMF W/ 5/8" GWB SHEATHING, RUN ROOF MEMBRANE UP AND OVER TOP OF KNEE WALLCONTINUOUS STORM-RESISTANT 5" ALUM. LOUVERSGALV. TUBE STEEL POSTS AND BEAMS - SEE STRUCT. DWGS, TYP OF TUBE STEELSECURE LOUVER TO TUBE STEEL W/ CONT. ALUM. ANGLES, BOLT TO TUBE STEEL W/ NEOPRENE GASKETSMETAL PANEL AND FASCIA - FINISH TO MATCH LOUVERS, TYPTHRU-WALL HEAD FLASHING, ATTACH TO BLOCKING OR BACK OF LOUVER FRAME, SET IN SEALANTROOF MEMBRANE OVER 5/8" GYPSUM FIBER BOARD ROOF SHEATHING, OVER STL. DECK - SEE STRUCT. DWGS8"RUN ROOF MEMBRANE OVER INSULATED MECH. CURB BEYOND3/4" EXTERIOR PLYWOOD AND BLOCKING AS REQ'DDUCT PENETRATION -SEE MECH. DWGS3' - 5 5/8"3' - 0" MIN1' - 0 1/2"SEALANTFIREPROOFED STL. STRUCTURE AND DECKS, SEE STRUCT. DWGS, TYP.4 1/2"Z-CLIP TO BLOCKING8"SECURE LOUVER SILL TO 2" X 2" CONT. GALV. STL. ANGLE, ATTACHED TO GALV. STL. 4" X 4" TUBE6A521(2" AT NORTHAND SOUTH SIDES)T.O. STL AT 3" DECK241' - 8 1/2"AND WEST SIDES8" AT EASTGALV. STEEL CLIP ANGLES WHERE REQUIRED FOR LOUVER HEAD ATTACHMENTBLOCKING WHERE REQ'DLT GA ANGLE WHERE REQ'DBREAK METAL TRIM WHERE REQ'D, ATTACH TO LT GA METAL ANGLEGALV. TUBE STEEL OUTRIGGER AT EACH VERTICAL POST TO SUPPORT ROOF SAFETY ANCHOR, AT NORTH, EAST, AND SOUTH SIDESGALV. STEEL CAP PLATESS U-BAR, COORD. W/ MFRWRAP STEEL TUBE IN ROOF MEMBRANE AND SECURE W/ SS CLAMP, LAP W/ ROOF MEMBRANE ON KNEE WALL AND ROOFEXTEND MTL FLASHING OVER END OF TUBE, AT TUBE STEEL BEYOND9"1?T.O. STL AT 7 1/2" DECK241' - 4"DD.1T.O. STL AT 3" DECK241' - 8 1/2"5 7/8"8"6 3/4"(2) LAYERS 6" BATT INSULATIONFIRE PROOFED STRUCT. STL.SEE STRUCT. DWGS.TYP.5/8" GWBVAPOR BARRIERAIR BARRIERDOUBLE 6" CFMF STUDSROOF TYPE R5FLAT SEAM ZINC COPPER WALL PANELS, SECURE TO WALL WITH CONCEALED CLEATS TYP.PT WOOD BLOCKING WRAP HIGH TEMP WP MEMBRANEOVER RAKE, OVERLAP AVB OVERLAP VB W/ AVBZINC COPPER RAKE BOARD W/ DRIP OVER AVB.THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 12:18:28 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A570ROOF DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"SECTION DETAIL @ PARAPET ROOF1SCALE 1 1/2" = 1'-0"SECTION DETAIL @ JEWEL BOX ROOF EDGE2SCALE 1 1/2" = 1'-0"SECTION DETAIL @ LEVEL 4 ROOF TERRACE OVERHANG3SCALE 1 1/2" = 1'-0"SECT. DET. THROAT ROOF TO EXIST & JB.5SCALE 1 1/2" = 1'-0"SECTION DETAIL AT MAIN ROOF MECHANICAL POP-UP4SCALE 1 1/2" = 1'-0"SECT DET LEV 4 SLATE ROOF RAKE6NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
17.5ROOF TYPE R1STAINLESS STEEL U BAR SAFETY ANCHOR ON GALVANIZEDSTEEL PIERSTRUCTURAL STEELFIREPROOFED -SEE STRUCT. DWGSMOULDED PIPE SEALLAYER OF PRESSURE SENSITIVECURED EPDM FLASHING BELOWSPUN ALUM. FLASHING W/ HEAT SHRINK RUBBER COLLAR117.717.4LEVEL 1192' - 2"LEVEL G.5188' - 0"CONCRETE ROUND CURB, SEE STRUCT.2" RIGID INSULATIONWATERPROOFING MEMBRANE1/2" DRAIN BOARDROOF TYPE R3CIRCULAR SS FRAMED SKYLIGHT.PRECAST CONC CURB CAPMORTAR60 PSI RIGID INSULATION3'-0" CLEARINSULATED LAMINATED STRUCTURAL GLASSTERMINATE MEMBRANES UNDER FRAMEIN BED OF SEALANTCONT LED LIGHTING AT PERIMETERCURVED GWBELEVATION TO MATCH ADJACENT GRADE-VIFT.O. STL AT 7 1/2" DECK241' - 4"ROOF TYPE R5ROOF TYPE R1FP STEEL, SEE STRUCT.DWGS. TYP.ROOF RIDGE VENT BEYOND.ZINC COPPER FLASHING UP SIDEWALLSW/ SOLDERED JOIINTS.ZINC COPPER FLASHING W/CLEATS @ 12" OC.RUN ROOF MEMBRANE DOWNTHRU SCUPPER, UNDER ZINC COPPER FLASHING. LAP ROOF MEMBRANE OVER HIGH TEMP WP 6" MIN.ZINC COPPER FLASHINGW/ SOLDERED JOINTS,CLEATED TO DECK BELOW.LAP SEALANTAT ALL EDGESMIN. 6" WIDE PRESSURE SENSITIVE ELASTOFORMFLASHINGSIDES OF SCUPPER BEYONDW/ EPDM AND EPDM FLASHING UPSIDES TYPICAL.CONT PT WOOD BLOCKINGSLOPE TO DRAINT.O. STL AT 3" DECK241' - 8 1/2"21.4LEVEL 4228' - 3"DD.1SLATE ROOF-ROOF TYPE R5STANDING SEAMMETAL ROOF-ROOF TYPE R46 1/4"RUN METAL ROOFING AND SLIP SHEETMIN. 6" UNDER ADJACENT ROOF SLATES TYPICALLAP HIGH TEMP WP MEMBRANE OVER AND UNDER6" LEG OF METAL ROOFING TYP.ROSIN PAPER CONT.CONT. WATERPROOFINGSLATE SHINGLES -SALVAGED / OR NEW IF NOT AVAILABLECONT. ZINC COPPER SUPPORTCONT. WP MEMNBRANESELF ADHERED WP FLASHINGZINC COPPER HOOK ANDCLEATS TYP.ENLARGED SECT. DET. STANDING SEAM TO SLATE JUNCTION- NTS10" SIDE OF APRON3" TO 4"T.O. STL AT 7 1/2" DECK241' - 4"ROOF TYPE R5 SLATE ROOFSLOPE TO MATCH EXISITING (VIF)LAP SEALANTZINC COPPER DRIP EDGEW/ Z CLIP BELOWWRAP ROOF MEMBRANE OVER TOP, VERTICALLY DOWN KNEE WALL. LAP VAPOR BARRIER BELOWZINC COPPER -Z CLOSURE AND RIDGE CAP, SECURE W/ ROOF EDGE ABOVECONT. PERFORATED COPPER VENT STRIPSLOPE TO DRAIN FT RIPPED 2 X COPING BLKG.2" MIN.243' - 6"T.O. STL AT 3" DECK241' - 8 1/2"T.O. STL AT 7 1/2" DECK241' - 4"203 1/2" MIN.SLOPE 1/4" / FOOT MIN.NOTE: OVERFLOW DRAIN IS SIMILAR BUT HIGHER THAN ROOF DRAIN, SEE PLUMB. DRAWINGS, AND MFR. REQ. TYP. DISTANCE IS TWO FEET AWAY, SEE PLANS.ROOF TYPE R1 TYP.SPRAY POLYURETHANE FOAMINSULATION 2" MIN. THICKNESS,W/ CEMENTITIOUS THERMAL BARRIER COATING.STRAINERFLASHING CLAMPDECK CLAMPDRAIN BOWLPIPE INSULATION ON DRAIN PIPE SEE PLUMB.SEALANT BETWEEN MEMBRANE AND BOWL FLANGE TYP.SEAL VAPOR BARRIER TO DRAIN BODYT.O. STL AT 3" DECK241' - 8 1/2"20.1MITRED FIELD CUTSLATES AT HIP JOINTROOF TYPE R5ZINC COPPER FLASHINGHIGH TEMP ROOF CEMENT IN JOINTFIRE PROOFED STEEL AND DECK,SEE STRUCTURALT.O. STL AT 7 1/2" DECK241' - 4"ROOF TYPE R1MEMBRANE CAPPRES. SENSITIVE ELASTOFORMFLASHING W/ PRIMERSPF-S AT PENETRATION TYP.STRUCTURAL STEEL AND DECK FIRE-PROOFED, SEE STRUCT. TYP.SEAM FASTENING PLATESCOVERED W/ PRES. SENSITIVECURED COVER STRIP CENTEREDOVER SEAM FAST. PLATE8"SEAL VB ATPERIMETERPT WOOD BLOCKING AT FASTENERST.O. STL AT 3" DECK241' - 8 1/2"16.116.2LEVEL 4228' - 3"ROOF TYPE R5CONTINUOUS ZINC COPPERCANT SOLDERED TO FLASHINGTYP.CLEATS AT 12" OC. MIN.2" WIDE, W/ 2 FASTENERS MIN. ZINC COPPER FLASHING WITH FORMED BAFFLE6" MIN.CONT WP HITEMP WP MEMBRANET.O. STL @ JB ROOF228' - 0"SELF ADHERED WATERPROOFINGMEMBRANE TYP.ROSIN PAPERTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 12:18:52 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A571ROOF DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"SEC DET ROOF ANCHOR FLASHING BOOT1SCALE 1 1/2" = 1'-0"SECT DET SKYLIGHT TUBE2SCALE 1 1/2" = 1'-0"SECT DET ROOF SCUPPER3SCALE 1 1/2" = 1'-0"SEC DET ROOF SLATE TO STAND SEAM6SCALE 1 1/2" = 1'-0"SEC DET ROOF SLATE TO MEMB.9SCALE 1 1/2" = 1'-0"SEC DET AT ROOF DRAIN @ MEMB. ROOF.8SCALE 1 1/2" = 1'-0"SEC DET SLATE ROOF HIP5SCALE 1 1/2" = 1'-0"SECT DET ROOF VENT STACK FLASHING7SCALE 1 1/2" = 1'-0"SEC DET SLATE ROOF VALLEY4PLEASE NOTE:REFER TO FRONT CURTAINWALL PACKAGE IN SPEC APPENDIX FOR INFORMATION REGARDING CURTAINWALL SYSTEMSGENERAL NOTE FOR ARCHITECTURAL DRAWINGSINFORMATION DESIGNATED WITH IS INCLUDED IN BID PACKAGE #3. ITEMS NOT DESIGNATED WITH ISSUED WITH BID PACKAGE #3 ARE FOR REFERENCE ONLY. CM TO DEFINE SPECIFIC SCOPES OF WORK.NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
121STL. BASE PLATE, SEE STRUCT.5/8" GWB SHEATHING BOARDAIR AND VAPOR BARRIERFLAT SEAM ZINC COPPER MTL. PANEL1/4" GWB WITH 1/8" PLASTER LAYER, SEE FINISH SCHEDULEFLAT SEAM ZINC COPPER FLASHING1 1/2" LAMINATED AND INSULATED GLASS12"x6" PERIMETER STL. TUBE6" INTERMEDIATE STL. TUBET.O. STL AT 3" DECK241' - 8 1/2"6" BATT INSULATIONROOF MEMBRANE FLASHING6" CFMF STL. STUDROOF TYPE R14 5/8" MTL. STUD5/8" GYP. SHEATHINGFLAT SEAM ZINC COPPER MTL. PANEL4" BATT INSULATION2' - 2"1OPEN7" MIN.RATED PLENUM CONNECTED TO EXHAUST FAN ON THE ROOFFLUSH ACCESS PANEL WITH GWB INSERTGALV. STEEL MTL. GRATE WITH 1"X1" OPENINGSFLUSH INSULATED ACCESS PANEL. LOCKABLE FROM EXTERIOR2"X6" WOOD NAILERS AS REQ.D, THICKNESS TO MATCH INSULATION THICKNESS1' - 6"7" WIDE OPENING ALONG THE PLASTER WALL FOR AIR RETURN1' - 1 1/4"8"11 5/8"1 1/2" LAMINATED AND INSULATED GLASS12" PERIMETER STEEL TUBE6" INTERMEDIATE STEEL TUBEINTERIOR FACE OF GLAZING6' - 8"T.O. STL AT 3" DECK241' - 8 1/2"HIGH TEMP. WP. MEMBRANEALUM. CLADDING, FINISH TO MATCH CWEXTRUDED ALUM. HEAD CHANNEL ASSEMBLY5/8" GYP. SHEATHING3 5/8" MTL. STUDS1' - 0" MIN.ZINC COPPER FLASHING6" CFMF STUDS3 5/8" STL. STUDS5/8" GWB2' - 2"10 1/4"1' - 8"9 3/4"5 1/4"1' - 3 3/8"HLEVEL 4 MECH224' - 8"GG.6GLAZED ALUM. CWINSULATED ALUM PANELGLAZED INTO CWINSULATED BACK PAN TYP.PT WOOD BLOCKINGALUM. FASCIA, FIN. TO MATCH INSUL. PANELS BELOW TYP.STEEL BENT PLATE- SEE STRUCT.GLAZE EXTRUDED SILICONE SHEET INTO CURTAIN WALL TYP.ALIGNLAP ROOF MEMBRANE OVER SILICONE SHEET1' - 1"EOS1LEVEL 4228' - 3"13233' - 6"T.O.S.233' - 6"SLOPE1/4" / 1'-0"8"PER SLOPEVARIESWOOD BLKGGLAZE EXT SILICONE SHEET INTO GLAZING POCKET, LAP ROOF MEMBRANEVAPOR BARRIERFIRE PROOF STEEL DECKALUMINUM CURTAIN WALL MULLIONSGWB CEILING WITH SOFFITZINC COPPER FLASHINGLAP ROOF MEMBRANE W/ EXTERIOR SILICONE SHEET; GLAZE INTO GLAZING POCKET6" STUDS5/8" GWB6" CFMF STUD WALLROOF TYPE R1ROOF TYPE R69"TWO 6" CFMF STUDS6"BACKER ROD & SEALANTINTUMESCENT FP ON HSS COLUMN BEYOND - SEE STRUCT.5x5 STEEL ANGLE - SECURE TO COLUMN2x6 STEEL ANGLE - SECURE TO DECK9 5/8"VAPOR BARRIER - LAP ROOF MEMBRANE OVER AT MULLIONALUMNINUM FASCIA FINISH TO MATCH ALUMINUM PANELSWOOD VENEER ON 3/4" SUBSTRATE -ATTACH TO WALL W/ Z CLIPSWOOD VENEER SILL - PROVIDE BLOCKING BELOW AS REQ'DALIGN3/4"1/4"1OPENING FOR AIR EXHAUSTRATED PLENUM FOR AIR EXHAUST, CONNECTED TO DUCT AT ROOF EXHAUST FANPARTITION WALL AT 24" O.C. BEYOND WITH GWB ON EITHER SIDE1111LEVEL 4228' - 3"1514LEVEL 4 MECH224' - 8"13.95' - 6"EQEQ2' - 4 1/2"1' - 6"226' - 9"1' - 1"2' - 11"1"2"2' - 8"VARIES, 3' - 6" MIN.7 1/2"1' - 6"7"1/4" PER FOOT, MINCONCRETE TOPPING SLABCONCRETE SLAB, SEE STRUCTURAL DWGSROOF TYPE R2CONCRETE CURB, SEE STRUCTURAL DWGSGALV. STEEL BASE PLATE FOR GALV. STEEL TUBEROOF TYPE R1PROVIDE BLOCK-OUT IN CURB FOR INSULATION AT GATE THRESHOLDEXTERIOR SHEATHING ON METAL STUDS AND 7/8" FURRING CHANNELS4' - 0" WIDE GATE: 2" X 2" GALV. STEEL TUBE FRAME W/ S. STL. HINGES AND LATCHFLAT SEAM ZINC COPPER SIDING OVER HIGH TEMP WATERPROOFING, OVER 5/8" GYPSUM FIBER BOARD SHEATHING, SS THROUGH-BOLT TO STL. FRAME2" PRECAST CONCRETE PAVERS ON 8" RIGID INSULATION2" X 2" GALV. STEEL TUBE FRAME HINGED ROOF GATE W/ SS HINGES AND LATCH, CLAD IN 5/8" GYPSUM FIBER BOARD SHEATHING - SWING OUTWARD2" X 2" GALV. STEEL TUBE FRAMES BEYOND AT WING WALLS BOTH SIDES OF GATE, BRACE AS REQ'D - INFILL W/ 3 5/8" CFMFWRAP STEEL TUBE IN ROOF MEMBRANE W/ SS CLAMPGALV. STEEL GRATE, SEE PLANSEXTERIOR SHEATHING ON GALV. STEEL TUBE STOPSNOW GUARD BEYONDROOF TYPE R4 (SIM) W/ OUT INSULATION, ON ROOF GATE3 5/8" CFMF FRAMING BETWEEN WING WALL FRAMINGCONT. GUTTER, SEE DETAIL5/8" CEMENT BOARDTRANSITION TO FLAT SEAMS AT EDGE OF GATE AND WRAP TO LAP 6" ONTO INSIDE FACEZINC COPPER COPIING OVER BLOCKING, W/ HEMMED EDGESNEOPRENE GASKETCONT. NEOPRENE GASKETSS SHEET METAL COPING W/ HEMMED EDGESCONT. NEOPRENE GASKET ATTACHED TO BOTTOM OF GATEEXTERIOR SHEATHING2" X 2" GALV. STEEL TUBE BOTH SIDES OF GATE/5A570LINE OF ROOF GATE IN OPEN POSITIONGALV. STL KNURLED LADDER RUNGGALV. STEEL BASE PLATE FOR GALV. STEEL TUBE2" X 2" GALV. STEEL TUBE, ATTACH TO WING WALL FRAMES BOTH SIDES OF GATECONCRETE SLAB, SEE STRUCTURAL DWGSCFMF, BRACE AS REQ'D8" MINWRAP ROOF MEMBRANE AROUND TUBE, SECURE W/ SS CLAMP11615.8ROOF TYPE R1GALV. STL. LADDER W/ KNURLED RUNGS @ 8" O.C., SECURE TO STRUCTURE AND SLAB BELOWEPDM ROOF MEMBRANE, RUN UP CURB AND UNDER CAP FLASHING, SECURE W/ TERM BARMEMBRANE FLASHINGSEALANT AS REQ'DSEALANT AS REQ'DINSULATED, PREFABRICATED THERMALLY BROKEN 48" X 48" ROOF ACCESS HATCH2 X 6 MIN. WOOD NAILERS AS REQ'D, THICKNESS TO MATCH INSULATION THICKNESSFIREPROOFED STRUCTURAL STEEL, SEE STRUCT. DWGS, TYP.8" MININSULATED DOORMETAL CAP FLASHING W/ INTEGRAL DRIP1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 1:08:32 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A572ROOF DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"SECTION ALONG MINOR AXIS - OCULUS - LOW POINT1SCALE 1 1/2" = 1'-0"SECTION ALONG MINOR AXIS - OCULUS - HIGH POINT2SCALE 1 1/2" = 1'-0"SECTION DETAIL @ NE THROAT3SCALE 1 1/2" = 1'-0"SECT DETAIL AT NORTH JEWEL BOX POP UP ROOF5SCALE 1 1/2" = 1'-0"SECTION DETAIL AT ROOF ACCESS DOOR6SCALE 1 1/2" = 1'-0"SECTION DETAIL AT ROOF ACCESS HATCH4NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
LEVEL 4228' - 3"23LEVEL 4 MECH224' - 8"EXIST. MASONRY WALL AND CORNICEFIREPROOFED STEEL BRACESBEYONDROOF TYPE R5EXIST. DENTIL BEYONDFRITTED GLASS BEYONDMETAL PANELS BEYONDGALV. STEEL SUPPORT OF STONE WALL-SEE STRUCT.GLAZED ALUM. CURTAIN WALLW/ FRITTED GLASS, SHADOWBOX, AND INSULATED BACKPANWALL TYPE W8TRANSITION MEMBRANE LAP EXTRUDED SHEET SILICONE GLAZED INTO CURTAINWALL TYP.1122.9T.O. STL AT 7 1/2" DECK241' - 4"15.7T.O. STL AT 3" DECK241' - 8 1/2"6" CFMF STUDS, W/ 5/8" GYP. SHEATHING,FILL WITH BATT INSULATION, CONTINUOUSAVB MEMBRANE, WITH SLATE SHINGLES MATCH ROOFROOF TYPE R52HR SHAFT WALL SEE PLANS TYP.ELEVATOR SHAFT WALL BEYONDDASHED LINE INDICATESROOF LINE BEYONDSTEEL HOIST BEAM BEYONDSEE STRUCTURAL DWGSBASE OF EXHAUST FAN1"-0" MIN.3" INSULATED CURBLINE OF CRICKET BEYONDFIREPROOFED STEEL,SEE STRUCT. DWGS.ROOF MEMBRANE FLASHING UPCURB OVER BONDING ADHESIVETHRU WALL METAL FLASHINGSEAM FASTENING PLATE, SECUREAT 12" OC MIN.FLASHING TAPE OVER ROOFPRIMER2 HR RATED ROOF SLABROOF TYPE R1ZINC COPPER THRU WALL FLASHINGCLEATED TO ROOFBENT PLATE AT SLAB EDGE SEE STRUCT.PT WOOD BLKG.ZINC COPPER ROOF EDGECLEATED TO WALL.ROOF MEMBRANE LAP AVB UNDER MTL. FLASHINGLAP SEALANT AT EDGES TYP.LAP AVB OVER FLASHINGLAP AVB OVER HIGH TEMP WP MEMBRANEFUR CFMF STUD WALL W/ 3 5/8" STL STUDS AND 5/8" GWB.LEVEL 4228' - 3"6A572ROOF TYPE R2EXCEPT WITHOUT PEDESTALS2" X 2" GALV. STEEL TUBE FRAME HINGED ROOF GATE W/ SS LATCH, CLAD IN 5/8" GYPSUM FIBER BOARD SHEATHING - SWING OUTWARD2" X 2" GALV. STEEL TUBE FRAME AT WING WALLS BOTH SIDES, BRACE AS REQ'D - INFILL W/ 3 5/8" CFMFSTANDING SEAM ZINC COPPER ROOFING ON ROSIN PAPER, ON WATERPROOFING MEMBRANE, CLEATED TO 5/8" SECUROCK GYP FIBER ROOF SHEATHINGEXTERIOR SHEATHING ON EXTERIOR F.O. WING WALLROOF TYPE R4 (SIM) W/ OUT INSULATION, ON ROOF GATE3 5/8" CFMF FRAMING BETWEEN WING WALL FRAMING BOTH SIDESCONT. GUTTER SHOWN DASHED BEHIND5/8" CEMENT BOARDCONT. NEOPRENE GASKET, ATTACH TO TOP OF WING WALL BOTH SIDESCONCRETE SLAB, SEE STRUCTURAL DWGSROOF CURB BEYOND, SEE STRUCTURAL DWGS2" PRECAST CONCRETE PAVERS ON 8" RIGID INSULATIONCONT. NEOPRENE GASKET ATTACHED TO CFMF CURB, SLOPE TO DRAINROOF GATE IN OPEN POSITION8" RIGID INSULATION8" RIGID INSULATIONBLOCKING AS REQ'DBLOCKING AS REQ'DRUN ROOF MEMBRANE UP WING WALL, LAP AT BASELAP HIGH TEMPERATURE SHEET WATERPROOFING MEMBRANE OVER ROOF MEMBRANETURN ROOF MEMBRANE UP WING WALLDRAINAGE GAP IN NEOPRENE GASKET, BOTH SIDESFLAT SEAM ZINC COPPER SIDING OVER HIGH TEMP WATERPROOFING, OVER 5/8" GYPSUM FIBER BOARD SHEATHINGCLEAT AND HEMMED EDGESTANDING SEAMS ON ROOF GATESTANDING SEAM ON ROOF GATESTANDING SEAM ON PARAPET ROOFLINE OF PARAPET ROOF / ROOF GATE BEYONDCONCEALED SS OFFSET HINGES AS REQ'D, ATTACH TO GALV. STEEL TUBE WING WALL AND GATE FRAMES6" CFMF ROOF FRAMINGLT GA ANGLE AS REQ'DHEAVY DUTY HOLD OPEN ARMFILL W/ BATT INSULATIONTRANSITION TO FLAT SEAMS AT EDGE OF GATE AND WRAP TO LAP 6" ONTO INSIDE FACERUN MEMBRANE UP TUBE STEEL 8" MIN, SECURE W/ PIPE CLAMP AND SEAL AT TOP1T.O. STL AT 7 1/2" DECK241' - 4"F.3FT.O. STL AT 3" DECK241' - 8 1/2"1' - 0"6" WIDE PRES. SENS. COVER STRIPCENTERED ON SEAM FAST. PLATE.LAP SEALANTROOF MEMBRANEROOF MEMBRANE FLASHINGOVER PRIMERLAP SEALANT AT ALL EDGESFLUE OR COMB AIR SEE MECH DWGS TYP.ROOF TYPE R1 TYP.FIRE PROOFED STEEL SEE STRUCT.PARTITION TO DECKSEE PLANS TYP.T.O. STL AT 7 1/2" DECK241' - 4"2120.5T.O. STL AT 3" DECK241' - 8 1/2"1CONC. SPLASH BLOCKROOF TYPE R1SEAM FASTENING PLATE, SECUREAT 12" OC MAX. TYP. BONDING ADHESIVEPRESSURE SEN. MEMB. FLASHINGW/ MEMB PRIMER2HR RATED SHAFT WALL SEE PLANS.FIRE PROOFED STRUCT STL. SEE STRUCT. DWGS.CFMF KNEE WALL W/ 5/8" GYP SHEATHING ANDBATT INSUL.2HR HOUR RATED CONCSLAB SEE STRUCT.ROOF TYPE R1ROOF EDGE BEYONDZINC COPPER FASCIA CLEATED TO BLK'G.LAP SEALANT AT EDGES TYP.PRESSURE SENS. MEMBRANE FLASHING IN PRIMERPRESSURE SENS. CURED COVER STRIP IN PRIMERBENT PLATE AT SLAB EDGE.THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 12:19:25 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A573ROOF DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"SECT DET -THROAT ROOF AT CORNICE1SCALE 1 1/2" = 1'-0"SECT DET- SLATE ROOF AT ELEVATOR2SCALE 1 1/2" = 1'-0"SECTION DETAIL AT ROOF ACCESS DOOR JAMB / HINGE3SCALE 1 1/2" = 1'-0"SECT DET. FLUE -COMB AIR SIM AT ROOF41SCALE 1 1/2" = 1'-0"SECT DET AT ELEV ROOF SCUPPER5NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
2"1'-0"MAX4"1 1/4"1'-7"4"1 1/2" , TYPTYP1 1/2"4 1/4"TYP4" OC4'-0" MAX OC3'-0"3'-6" GUARDRAIL1/2"X1/2" SOLID STL PICKETSCONT 1 1/4" DIA NOM (1.66" OD) STL PIPE HANDRAIL -WELD AND GRIND ALL JOINTS SMOOTHPROVIDE EQ DIM AT FIRST AND LAST PICKETS ADJACENT TO POSTS TYPRETURN HANDRAIL TO END OF GUARDRAILHSS 1 1/2" X 1 1/2" GUARDRAIL ASSEMBLY - WELD ALL JOINTS, GRIND SMOOTH -WELD TO STRINGER TYP2" CONC FILLED METAL PAN STAIR TREADSSTL CLIP ANGLE WELDED TO SPRINGER ATTACH TO CONC SLAB11" TREAD1 1/4" DIA NOM STEEL PIPE HANDRAIL WITH BRACKET SUPPORTS TO GUARDRAIL. RETURN HANDRAIL TO GUARDRAIL1 1/4" SQ STEEL TUBE GUARDRAIL AND POSTS, WELD TO STRINGERSTREAD NOSING BELOWCLEAR, TYP1 1/2"3/8" SQ STEEL BALLUSTER AT 4" OC MAXPLAN AT RAILING1' - 9"1 1/4"3' - 0"1 1/4"3'-6" NTS2' - 10"2"1" NOSING1' - 0"SECT DWGRISER SEE2 "1 TREAD + 12"1' - 11"CONT 1 1/4" DIA NOM (1.66"OD) STL PIPE HANDRAIL - MITER, WELD AND GRIND ALL JOINTS SMOOTHSTRINGER WITH CLOSURE PLATESTL CLIP ANGLE WELDED TO STRINGER ATTACH TO CONC SLABCONC STRUCTURAL SLABFINISH FLOOR SEE PLAN FORELEVATION6"RAILING TYPE RL-31"11" TREAD1 ' - 0 "2' - 10" HANDRAIL1' - 0"3'-6" NTSINTERMEDIATE LANDING14A921TYPA92113TYP1 1/2"3 1/2"2"LANDING3" AT1 1/4"1"11" TREAD3 1 /2 "1 1/2 "1' - 0 "5 3/8"2' - 10" HANDRAIL2' - 10"FINISH FLOORT.O. GUARDRAIL3'-6" AFF TREADNOSING8"CONT 1 1/4" DIA NOM (1.66" OD) STL PIPE HANDRAIL - MITER, WELD AND GRIND ALL JOINTS SMOOTH4"TYP4" OCPROVIDE EQ DIM AT FIRST AND LAST PICKETS ADJACENT TO POSTSHSS 1 1/2" X 1 1/2" GUARDRAIL ASSEMBLY - WELD ALL JOINTS, GRIND SMOOTH - WELD TO STRINGER TYPMC12 STRINGERCONCRETE SLAB ON MTL DECK7 1/2"2 "3' - 6" GUARDRAIL2 1/2"1 1/4"MAX3 1/2"2"LANDING3" AT1 1/4"1 1/2"2' - 10"FINISH FLOORT.O. GUARDRAIL3'-6" AFF TREADNOSING8"CONT 1 1/4" DIA NOM (1.66" OD) STL PIPE HANDRAIL - MITER, WELD AND GRIND ALL JOINTS SMOOTH4"TYP4" OCPROVIDE EQ DIM AT FIRST AND LAST PICKETS ADJACENT TO POSTSHSS 1 1/2" X 1 1/2" GUARDRAIL ASSEMBLY - WELD ALL JOINTS, GRIND SMOOTH - WELD TO STRINGER TYPLANDING LEDGE, END CLOSURE PLATE AT WALLSTRINGER CLIP ANGLE ATTACH TO TOP OF CHANNELCONT STL CLIP ANGLE, ATTACH TO TOP OF BEAMW16 WITH SPRAY FIREPROOFING, SEE STRUCTURAL CONCRETE SLAB ON MTL DECK1 1/2" CLEAR1/4"7 1/2"1/2"3 1/2 "1 1/2"5"2' - 6"METAL STUD FRAMINGCONT Z FURRING CEILING SUPPORTLIGHT GAGE ANGLEGWB SOFFIT1 1/4"3 1/2"2"LANDING3" AT1 1/4"1"11" TREAD3 1/2"1 1/4"1' - 0"4" MIN2' - 10" HANDRAIL2' - 10"1/2"SEALANT3' - 6" GUARDRAIL8"CONT 1 1/4" DIA NOM (1.66" OD) STL PIPE HANDRAIL -MITER, WELD AND GRIND ALL JOINTS SMOOTHSTAIR STRINGER AND RAILS BEYOND 4"TYP4" OCPROVIDE EQ DIM AT FIRST AND LAST PICKETS ADJACENT TO POSTSHSS 1 1/2" X 1 1/2" GUARDRAIL ASSEMBLY -WELD ALL JOINTS, GRIND SMOOTH - WELD TO STRINGER TYPMC12 STRINGERSTRINGER CLIP ANGLE ATTACH TO TOP OF CHANNEL3" CONC FILLED MTL PANSSTL CLIP ANGLE, BOLT OR WELD CONNECTIONSTL CHANNEL LANDING FRAME1/2"1 1/4" DIA NOM STEELPIPE HANDRAIL WITH BRACKET SUPPORTS TO GUARDRAIL1 1/2" SQ STEEL TUBE GUARDRAIL AND POSTS, WELD TO STRINGERSTREAD NOSING BELOW1 1/2"SEE PLAN1 1/2"1/2" SQ STEEL BALLUSTER AT 4" OC MAX1 1/2"R 3"PLAN AT RAILINGDATUMSEE DETAIL AT WALL STRINGER OF INT LANDING SUPPORTMAINTAIN REQUIRED STAIR CLEARANCE1 1/2"MAX3 1/2"2"1 1/4"1 1/2"CONT 1 1/4" DIA NOM (1.66" OD) STL PIPE HANDRAIL - MITER, WELD AND GRIND ALL JOINTS SMOOTHMAX4"PROVIDE EQ DIM AT FIRST AND LAST PICKETS ADJACENT TO POSTSHSS 1 1/2" X 1 1/2" GUARDRAIL ASSEMBLY - WELD ALL JOINTS, GRIND SMOOTH - WELD TO STRINGER TYPSTL PLATE CLOSURE BETWEEN STRINGERSSTRINGERS WITH END CLOSURE WHERE EXPOSED1 1/2" CLEARSEE STAIR PLANS6A600EQEQ1/4" SEALANT1 1/2"RETURN PIPE HANDRAIL TO WALL - CAP END AND HOLD OFF 1/4" CLEAR OF CMU1/2" X 1/2" SOLID STL PICKETS1 1/2"SEE STAIR PLANSSEE STAIR PLANS7"3' - 0" HANDRAIL3' - 6" GUARDRAIL2HR RATED STUD PARTITION,SEE PLAN FOR WALL TYPE.SEE STRUCTURAL FOR TYPICAL DETAILSSTUD PARTITION,SEE PLAN FOR WALL TYPE.SEE STRUCTURAL FOR TYPICAL DETAILS1"11" TREAD1' - 0"2' - 10" HANDRAILSEALANT1' - 0"CONT 1 1/4" DIA NOM (1.66"OD) STL PIPE HANDRAIL - MITER, WELD AND GRIND ALL JOINTS SMOOTH. 4'-0" OC TYP.STL STRINGERFIRE STOP SEALANT AT PENETRATIONINTERMEDIATE LANDING2"3"7"FLOOR LEVELSEE STAIR SECTION FOR LANDING ELEVATIONSCOMPRESSIBLE FILLERFIRE STOP SEALANTANGLE WELDED TO CHANNELSTL THREADED ROD, BOLTED TO STL ABOVECUT-OUT IN CMU TO ACCOMMODATE DEFLECTION. COMPRESSIBLE FILLER AND FIRE STOP SEALANTCONNECTION ALLOWS FOR DEFLECTIONSEE SLAB EDGE PLANS1 1/2"CUT-OUT IN CMU BELOW INTERMEDIATE LANDINGS WHERE REQUIRED TO ACCOMMODATE RECESSED UNIT HEATER, SEE MECH3'-6" NTSREFER TO ARCHITECTURAL PLAN FOR WALL TYPEFLOOR SLABCONT 1 1/4" DIA NOM (1.66" OD) STL PIPE HANDRAIL - MITER, WELD AND GRIND ALL JOINTS SMOOTH. RETURN HANDRAIL TO WALLCONCRETE SLAB ON MTL DECK7 1/2"2' - 10"1' - 0"1 TREAD + 12"1' - 11"1' - 4 3/8"MC12 STRINGER WITH END CLOSURE PLATE AT LANDING6"3'-6" NTSSTL WALL BRACKETS, 4'-0" OC TYP. FINISH TO MATCH RAILING1 1/4"MAX3 1/2"2"1 1/4"1 1/2"FINISH FLOORCONT 1 1/4" DIA NOM (1.66" OD) STL PIPE HANDRAIL - MITER, WELD AND GRIND ALL JOINTS SMOOTHMAX4"PROVIDE EQ DIM AT FIRST AND LAST PICKETS ADJACENT TO POSTSHSS 1 1/2" X 1 1/2" GUARDRAIL ASSEMBLY - WELD ALL JOINTS, GRIND SMOOTH - WELD TO STRINGER TYPLANDING LEDGE, END CLOSURE PLATE AT WALLSTRINGERS WITH END CLOSURE WHERE EXPOSEDCONCRETE SLAB ON MTL DECK1 1/2" CLEAR7 1/2"2"6A6005"1/4" SEALANT1/4" SEALANTSTUD PARTITION,SEE PLAN FOR WALL TYPE.SEE STRUCTURAL FOR TYPICAL DETAILS1 1/2"RETURN PIPE HANDRAIL TO POST - CAP END AND HOLD OFF 1/4" CLEAR OF GUARDRAIL POSTTYP4" OC2' - 10" HANDRAIL3' - 6" GUARDRAIL1/2" X 1/2" SOLID STL PICKETS<4"<4"CLOSURE PLATEREFER TO ARCHITECTURAL PLAN FOR RAILING LENGTHSCALE 1 1/2" = 1'-0"BOTTOM LANDING AT INSIDE STRINGER2SCALE 1 1/2" = 1'-0"BOTTOM LANDING AT OUTSIDE STRINGER (AT WALL)4SCALE 1 1/2" = 1'-0"FLOOR LANDING AT INSIDE STRINGER3SCALE 1 1/2" = 1'-0"GUARDRAIL AT TOP LANDING6SCALE 1 1/2" = 1'-0"INTERMEDATE LANDING AT INSIDE STRINGER10SCALE 1 1/2" = 1'-0"INTERMEDIATE LANDING AT WALL STRINGER7SCALE 1 1/2" = 1'-0"FLOOR LANDING AT WALL STRINGER5SCALE 1 1/2" = 1'-0"ELEVATION GUARDRAIL AT TOP FLOOR LANDING12THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 12:19:33 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A600TYPICAL STAIR DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCONSTRUCTION DOCUMENTS2222NO. DATE DESCRIPTION1 8/8/17 DEMOLITION PACKAGE - ADDENDUM #12 03/23/18 PACKAGE 4 - ADDENDUM #1
UPUPUPUPDNUP2122E.1F.12A3102A3107A601EF8A601A6019A60111A60110A60112CLR SHAFT DIM8' - 1 1/2"ACCESS PANELSTANDPIPE RISER6' - 0"7A4-29A3-07A4-27A4-27A4-29A3-07A4-22A3-27A4-2E.11' - 7"2' - 2"3' - 8"4 1/2"3' - 8"16' - 7 1/8"20' - 4 3/8"1' - 11"2A3-29A1-09A1-08' - 8"6 1/2"11"11"6 1/2"5' - 11"8' - 8"6 1/2"5' - 11"11"8"1"1"1' - 3"1' - 11"CLR8' - 1 1/2"CLR17' - 2 1/2"1/2"1' - 6"7' - 0 1/4"1' - 6"2' - 9"2"R 3' - 8"1' - 0"21.321.42122E.12A3102A3107A601EF8A6017A4-29A3-07A4-27A4-22A3-27A4-29A3-07A4-22A3-27A4-2A6019A60110A60111A60112CLR8' - 1 1/2"ACCESS PANELE.12' - 2"2' - 2"STANDPIPE RISER6' - 0"1' - 11"3' - 8"4 1/2"3' - 8"16' - 7 1/8"20' - 4 3/8"1' - 6"R 3' - 8"E.O.S.4' - 7"3' - 6"R 3' - 8"8' - 8"6 1/2"11"11"6 1/2"5' - 11"8' - 8"6 1/2"11"5' - 11"1' - 3"21.321.42122E.12A3102A3107A601EF8A601SHAFT DIM8' - 1 1/2"5 1/2"ACCESS PANELSTANDPIPE RISER6' - 0"3' - 8"4 1/2"3' - 8"A6019A60110A60112A601117A4-29A3-07A4-27A4-22A3-27A4-29A3-07A4-27A4-22A3-27A4-2E.13' - 6"4"1' - 3"16' - 7 1/8"20' - 4 3/8"1' - 11"8' - 8"6 1/2"11"6 1/2"5' - 11"8' - 8"6 1/2"5' - 11"11"8"11"4' - 8 3/8"R 3' - 8"R 3' - 8"21.321.421222A3102A3107A601EF8A6013' - 8"4 1/2"3' - 8"7A4-29A3-07A4-27A4-22A3-27A4-29A3-07A4-22A3-27A4-2A6019A60110A60112A60111SHAFT DIM8' - 1 1/2"5 1/2"ACCESS PANELE.14"1' - 3"STANDPIPE RISER6' - 0"1' - 11"20' - 4 3/8"16' - 7 1/8"16' - 1 1/8"8' - 8"6 1/2"11"5' - 11"6 1/2"11"5' - 11"11"8' - 8"6 1/2"8"E.O.S.4' - 7"3' - 6"R 3' - 8"R 3' - 8"1' - 3"21.321.42122F.9E.1F.12A3102A3107A601GEF8A6012A3-22A3-23' - 8"4 1/2"3' - 8"7A4-29A3-07A4-27A4-27A4-29A3-07A4-22A3-27A4-2A60110A6019SHAFT DIM8' - 1 1/2"STANDPIPE RISER6' - 0"ACCESS PANELE.14"1' - 3"1' - 11"11A6081' - 3"CLR1' - 6"5' - 0"7' - 2"8' - 8"6 1/2"11"6 1/2"5' - 11"11"8' - 8"6 1/2"5' - 11"8"1' - 3"1' - 11"7A4-29A3-08A2-09A3-09A3-021.321.4LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"T.O. STL AT 7 1/2" DECK241' - 4"LEVEL 2203' - 2"LEVEL G175' - 11"H13' - 1"14' - 1"11' - 0"11' - 0"GEF8A6019 R @ 7"5' - 2 1/2"10 R @ 7"5' - 9 1/2"9 R @ 7"5' - 2 1/2"10 R @ 7"5' - 9 1/2"16' - 3"E.115 R @ 6 3/4"8' - 5 3/8"10 R @ 6 3/4"5' - 7 5/8"3A5716 R@ 7"3' - 5 3/4"7 R @ 7"4' - 0 3/4"7 R@ 7"4' - 0 3/4"8 R @ 7"4' - 7 3/4"6' - 8"6' - 8"6' - 8"6' - 8"6' - 8"6' - 8"6' - 8"6' - 8"6' - 8"7' - 8"8' - 2"8' - 2"6' - 8"6' - 8"T.O. STL AT 3" DECK241' - 8 1/2"A6002TYPA6003TYPA60010TYPA6006Existing Alumnae Gym G203' - 2"LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"T.O. STL AT 7 1/2" DECK241' - 4"LEVEL 2203' - 2"LEVEL G175' - 11"21227A601A6031T.O. STL AT 3" DECK241' - 8 1/2"A60010TYPExisting Alumnae Gym G203' - 2"21.321.42122E.1F.12A3102A3107A601EF8A6017A4-29A3-07A4-27A4-27A4-29A3-07A4-22A3-27A4-2SHAFT DIM8' - 1 1/2"STANDPIPE RISER6' - 0"A60112A60110A60111A6019E.12' - 2"2' - 2"1' - 11"3' - 8"4 1/2"3' - 8"16' - 7 1/8"20' - 4 3/8"R 3' - 8"R 3' - 8"1' - 7 1/4"1' - 7 1/4"21.321.41' - 1"5"STAIR SHAFT INTERIORA91318SIMNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:20:00 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A601STAIR 1 PLANS, SECTIONS, &DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"LEVEL G STAIR 1 ENLARGED PLAN1SCALE 1/4" = 1'-0"LEVEL 1 STAIR 1 ENLARGED PLAN3SCALE 1/4" = 1'-0"LEVEL 2 STAIR 1 ENLARGED PLAN4SCALE 1/4" = 1'-0"LEVEL 3 STAIR 1 ENLARGED PLAN5SCALE 1/4" = 1'-0"LEVEL 4 STAIR 1 ENLARGED PLAN6SCALE 1/4" = 1'-0"STAIR 1 SECTION7SCALE 1/4" = 1'-0"STAIR 1 SECTION 28SCALE 1/4" = 1'-0"LEVEL G STAIR 1 ENLARGED INTERMEDIATE RUN2SCALE 1 1/2" = 1'-0"STAIR 1 - NE COLUMN9SCALE 1 1/2" = 1'-0"STAIR 1 - SE COLUMN11SCALE 1 1/2" = 1'-0"STAIR 1 - NW COLUMN10SCALE 1 1/2" = 1'-0"STAIR 1 - SW COLUMN12*HANDRAIL/ GUARDRAIL CONFIGURATIONS NOT SHOWN IN PLAN FOR CLARITY. REFER TO SECTIONS AND DETAILS FOR HANDRAIL/ GUARDRAIL CONFIGURATIONS.NO. DATE DESCRIPTION
UPUPUPUP1615E.1F.1EF7A6028A602E.6STANDPIPE RISER3' - 10"A60210A60211A602127A4-22A3-27A4-27A4-22A3-29A3-07A4-27A4-07A4-24"1' - 3"3' - 8"4 1/2"3' - 8"11"1' - 0"11"2' - 0"5"R 3' - 8"10' - 2 1/2"7' - 6"1615E.1F.1EF7A6028A602E.63' - 8"4 1/2"3' - 8"STANDPIPE RISER3' - 10 3/8"A60210A60212A602117A4-22A3-27A4-27A4-22A3-29A3-02A3-27A4-27A4-07A4-27A4-24"1' - 3"3' - 8"3A6039A3-010' - 2 1/2"7' - 6"1615E.1F.1EF7A6028A602E.6A60212A60210A602113' - 8"4 1/2"3' - 8"7A4-22A3-27A4-27A4-22A3-29A3-02A3-27A4-27A4-07A4-2E.14"1' - 3"3' - 8"1' - 6 3/4"11"5"13' - 5"5' - 0"R 3' - 8"R 3' - 8"CLR DIM.8' - 3"7' - 6"10' - 2 1/2"1615E.1F.1EF7A6028A602E.6A60212A60210A602117A4-22A3-27A4-27A4-22A3-29A3-02A3-27A4-27A4-24"1' - 3"3' - 8"4 1/2"3' - 8"3' - 8"5' - 0"1' - 10 1/8"1' - 1"7' - 6"10' - 2 1/2"1615E.1F.1EF7A6028A602E.6STANDPIPE RISER3' - 10 3/8"A60210A60212A602117A4-27A4-22A3-27A4-27A4-22A3-29A3-02A3-27A4-26"1' - 5"3' - 8"4 1/2"3' - 8"3' - 8"1' - 7 1/2"R 3' - 8"7' - 11"6' - 1"10' - 2 1/2"7' - 6"LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"T.O. STL AT 7 1/2" DECK241' - 4"LEVEL 2203' - 2"LEVEL G175' - 11"16151410 RISERS AT 7"5' - 9 1/2"9 RISERS AT 7"5' - 2 1/2"10 RISERS AT 7"5' - 9 1/2"9 RISERS AT 7"5' - 2 1/2"16' - 3"11' - 0"11' - 0"14' - 1"13' - 1"8A60213.9A603310 R @ 6 3/4"5' - 7 5/8"8 R @ 6 3/4"4' - 6 1/8"7 R @ 6 3/4"3' - 11 3/8"A60356' - 9 1/2"A6003TYPA60010TYP9 RISERS AT 7"5' - 2 5/8"6 RISERS AT 7"3' - 5 3/4"9 RISERS AT 7"5' - 2 5/8"4 RISERS AT 7"2' - 3 7/8"6' - 8"6' - 8"6' - 8"6' - 8"6' - 8"6' - 8"6' - 8"6' - 8"6' - 8"6' - 8"6' - 8"6' - 8"3' - 0"3' - 6"A5724Existing Alumnae Gym G203' - 2"NJB-29NJB-3014.114.2LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"T.O. STL AT 7 1/2" DECK241' - 4"LEVEL 2203' - 2"LEVEL G175' - 11"2A3102A310E.5EF7A602E.1A60323A6035A603A60010TYP1' - 4 1/4"2A5732A573Existing Alumnae Gym G203' - 2"11615E.1F.1EF7A6028A602E.6STANDPIPE RISER3' - 10 3/8"A60212A60210A602117A4-22A3-27A4-27A4-22A3-29A3-07A4-27A4-07A4-24"1' - 3"3' - 8"3' - 8"4 1/2"3' - 8"11"1' - 6"7' - 6"10' - 2 1/2"5 7/8"1 3/8"1' - 3 1/2"1' - 8 1/4"1' - 2"2' - 2 1/8"4 7/8"1' - 4"5 1/4"5/8" GWB (2 LAYERS)3" MTL STUD1" GWB LINER2" SPRAY INS.3 5/8" MTL STUDNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:20:43 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A602STAIR 2 PLANS, SECTIONS, &DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"LEVEL G STAIR 2 ENLARGED PLAN1SCALE 1/4" = 1'-0"LEVEL 1 STAIR 2 ENLARGED PLAN3SCALE 1/4" = 1'-0"LEVEL 2 STAIR 2 ENLARGED PLAN4SCALE 1/4" = 1'-0"LEVEL 3 STAIR 2 ENLARGED PLAN5SCALE 1/4" = 1'-0"LEVEL 4 STAIR 2 ENLARGED PLAN6SCALE 1/4" = 1'-0"STAIR 2 SECTION7SCALE 1/4" = 1'-0"STAIR 2 SECTION 28SCALE 1/4" = 1'-0"LEVEL G STAIR 2 ENLARGED PLAN 2ND LANDING2SCALE 1 1/2" = 1'-0"STAIR 2 - SE COLUMN11SCALE 1 1/2" = 1'-0"STAIR 2 - SW COLUMN12SCALE 1 1/2" = 1'-0"STAIR 2 - NW CORNER10*HANDRAIL/ GUARDRAIL CONFIGURATIONS NOT SHOWN IN PLAN FOR CLARITY. REFER TO SECTIONS AND DETAILS FOR HANDRAIL/ GUARDRAIL CONFIGURATIONS.NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
SEE PLANS FOR PARTITION TYPESEE PLANS FOR PARTITION TYPESTEEL PLATE FOR PARTITION SUPPORTSLAB BEYONDSTANDPIPE RISERRISER6"CORE8"LEVEL 1192' - 2"E.6EOS1/8"CORED OPENING FOR STANDPIPE RISERSEE PLANS FOR PARTITION TYPESEE PLANS FOR PARTITION TYPELEVELS G, 1, & 21' - 3 1/2" WALL-TO-WALLRISER6"LEVEL 4228' - 3"15STANDPIPE RISER, LOCATION IS BASED ON STAIR 2, LEVEL 1 DETAILSEE PLANS FOR PARTITION TYPERISER6"SEE PLANS FOR PARTITION TYPET.O. STL @ JB ROOF228' - 0"CORE8"ALIGN4"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 12:20:53 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A603STAIR 2 STANDPIPE DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"STANDPIPE RISER AT STAIR 11SCALE 1 1/2" = 1'-0"SLAB BETWEEN STAIR 2 AND ELEVATOR 22SCALE 1 1/2" = 1'-0"STANDPIPE RISER AT STAIR 2, LEVEL 13SCALE 1 1/2" = 1'-0"STANDPIPE RISER AT STAIR 2, LEVEL 4 Copy 151NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
18172A3102A310D.8E12A604UPST003FRAMELESS INTERIOR GLASS PARTITIONW/ DELUGE SPRINKLERS AT HEAD FOR 2HR RATING9D3-09D3-01' - 0"16A6041 ' - 0 "TYP.11"5 ' - 0 "
R 9 ' - 0 "IN- GROUND LIGHT FIXTURE TYP -SEE ELEV DWGSTYP1' - 0"TYP1' - 0"218172A3102A310D.8E12A6044A9612A961BASE OF CURVED WALL AT LEVEL G9D3-09D3-0A961516A604DNLEVEL 1192' - 2"LEVEL G175' - 11"A9614A9612A60498' - 1 1/2"2LEVEL 1192' - 2"LEVEL G175' - 11"A9614A60413INTERMEDIATE LANDING8' - 1 1/2"21/4"A9216TYPRAILIING TYPE RL-1A1" SOLID WOOD TREAD TO MATCH FINISH FLOOR IN TYPE FINISH3/4" IN SUBSTRATE WITH WOOD VENEER1/2" IN SUBSTRATE WITH WOOD VENEER12" X 4" X 3/8" TUBE STEEL. REFER TO STRUCTURAL DWGBREAKFORM FOLDED STEEL PLATEPICKET WELDED TO STEEL PLATE STAIR STRUCTURE27/8"A9216TYPRAILIING TYPE RL-1A1" SOLID WOOD TREAD TO MATCH FINISH FLOOR IN TYPE FINISH3/4" IN SUBSTRATE WITH WOOD VENEER1/2" IN SUBSTRATE WITH WOOD VENEER12" X 4" X 3/8" TUBE STEEL. REFER TO STRUCTURAL DWGBREAKFORM FOLDED STEEL PLATEPICKET WELDED TO STEEL PLATE STAIR STRUCTURESCHEDULED PARTITION. SEE PLANCOUNTERSUNK SCREW CONNECTIONS TO TREAD2THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:21:17 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A604STAIR 3 PLANS, SECTIONSAND DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/2" = 1'-0"LEVEL G ENLARGED PLAN - STAIR 3 (OCULUS)5SCALE 1/2" = 1'-0"LEVEL 1 ENLARGED PLAN - STAIR 3 (OCULUS)7SCALE 1/4" = 1'-0"SECTION THROUGH STAIR 312SCALE 1/4" = 1'-0"SECTIION AT STAIR 3 INTERMEDIATE LANDING16SCALE 1 1/2" = 1'-0"SECTION DETAIL AT STAIR 3 INTERMEDIATE LANDING13SCALE 1 1/2" = 1'-0"SECTION DETAIL AT STAIR 3 RAILING92NO. DATE DESCRIPTION1 02/28/18 PACKAGE 42 03/23/18 PACKAGE 4 - ADDENDUM #1
UP2828.4EF4A6055A6057A6054' - 1"12 TREADS AT 11"11' - 1"10' - 6 5/8"4' - 3"3' - 10"7 5/8"3' - 10"2A3-02A3-02A3-02A3-0HOLD DIM FOR SHAFT8' - 11 7/8"HOLD DIM FOR SHAFT8' - 6 5/8"D.7E.12A3-07A4-07A4-07A4-2A6059A60512A6056A60538A6056' - 6"162' - 6"160' - 0"162' - 6"162' - 6"ELEVATOR 41' - 6"9A3-09A3-0SOUTH ENTRY177' - 6"LEVEL LL160' - 0"SOUTH ENTRY 2179' - 0"EFLEVEL LL LANDING162' - 6"7A6054 RISERS AT 7"1' - 7"13 RISERS AT 7"7' - 6"13 RISERS AT 7"7' - 6"15' - 0"D.7E.12A608A6002TYPSOUTH ENTRY177' - 6"LEVEL LL160' - 0"2828.44A605LEVEL LL LANDING162' - 6"T.O. STRUCTURAL SLABLEVEL LL160' - 0"LEVEL LL LANDING162' - 6"A6002TYPLANDING AS PART OF STAIR5 RISERS AT 6"2' - 6"128E3 3/4"1' - 4 1/2"3/4"SCHEDULED PARTITION SEE PLAN28.4E6 5/8"3/4"SCHEDULED PARTITION SEE PLANPROVIDE BLOCKING AS REQUIREDSCHEDULED PARTITION SEE PLAN8 5/8"1' - 4 1/2"28.4D.79"1 1/8"2 1/2"7"ALIGN28D.77 3/4"6"9"3 3/4"5 1/4"DOOR FRAMESCHEDULED PARTITION - SEE PLANSCHEDULED PARTITION - SEE PLANSOUTH ENTRY177' - 6"LEVEL G175' - 11"28SOUTH ENTRY 2179' - 0"4A605LEVEL LL LANDING162' - 6"27.3282728.4EFD.7E.1177' - 6"179' - 0"RAMP DOWN7' - 7 3/8"18' - 0"8A605DNOPENING IN STRUCTURAL SLAB BELOW SEE STRUCTURAL DWGS1' - 6"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 4:47:13 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A605STAIR 4 & 5 PLANS &SECTIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"LEVEL LL STAIR 41SCALE 1/4" = 1'-0"STAIR 4 SECTION4SCALE 1/4" = 1'-0"STAIR 4 SECTION THRU ELEVATOR7SCALE 1/4" = 1'-0"LEVEL LL STAIR 5 SECTION5SCALE 1 1/2" = 1'-0"ELEVATOR 4 - COLUMN NW9SCALE 1 1/2" = 1'-0"ELEVATOR 4 - COLUMN SW12SCALE 1 1/2" = 1'-0"ELEVATOR 4 - COLUMN SE6SCALE 1 1/2" = 1'-0"ELEVATOR 4 - COLUMN NE3SCALE 1/4" = 1'-0"STAIR 4 SECTION 28SCALE 1/4" = 1'-0"LEVEL G SOUTH RAMP211111NO. DATEDESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
13121110D.3C.9E.7E.33A6066A606OPEN TO BELOW8A606DN182' - 6"188' - 0"13.112.310.49.9WIDE STAIR4' - 0"2LEVEL G175' - 11"1211LEVEL G.5188' - 0"6A606A6065COLUMN BEYOND WITH INTUMESCENT FIREPROOFING - SEE STR DWGSWOOF SLAT RAILING BEYONDWV FINISH PANEL AT SLAB EDGEA960112.312R@ 6 5/8"6' - 7 5/8"LEVEL G175' - 11"LEVEL G.5188' - 0"D.3E8A6067A606COLUMN BEYOND WITH INTUMESCENT FIREPROOFING - SEE STR DWGSWOOF SLAT RAILING BEYONDWV FINISH PANEL AT SLAB EDGEA9601A60643' - 6"6' - 8"6"OPPHAND10R@6 5/8"5' - 5 7/8"13121110D.3C.9E.7E.33A6066A6067A606EDGE OF CEILING ABOVEUPPROVIDE CANE DETECTION BELOW OPEN STAIR WHERE HEAD CLEARANCE IS EQUAL OR LESS THAN 80". PROVIDE 6" HIGH PLINTH AS SHOWN, FINISH WITH CONTRASTING FLOOR MATERIAL.175' - 11"12.310.4290°SINGLE STEEL STRINGER CENTERED ON STAIRS. REFER TO STRUCTURAL DRAWINGSCOLUMN BEYONDFINISH FLOORFOLDED STEEL PLATESOLID WOOD TREAD/RISERWOOD HANDRAIL MITERED EDGE -PROVIDE 1/4" INTERNAL STEEL KNIFE PLATE HANDRAIL EXTENSION6"1' - 0"3' - 0"3' - 6"PROVIDE COUNTERSUNK SCREWSFROM THE UNDERSIDE OF STEEL STAIR TO ATTACH TREADS. INDICATE SCREW PATTERN IN SHOP DRAWINGS FOR APPROVALCONCRETE PLINTH WITHCONTRASTING FLOOR FINISHVERTICAL STEEL RAILING PICKETSFOLDED STEEL PLATEWOOD HANDRAIL W/ GLUED CHANNEL INSET TO RECEIVE RAILING MOUNT7/8"HARD WOOD FINISH AT TREAD AND RISERSINGLE STEEL STRINGER LOCATED AT MID-POINT OF THE STAIRINTUMESCENT PAINTED COLUMN BEYOND. SEE STRUCTURAL DWGSSOLID WOOD STAIR LANDINGSTRUCTURAL SUPPORT FROM INTUMESCENT PAINTED COLUMN TO UNDERSIDE OF LANDING 7/8"3"5"SOILD WOOD - MATCH FLOORING IN TYPE AND FINISHVERTICAL STEEL RAILING PICKETS FIXED IN CHANNELWELD PICKET TO PLATE STEEL STAIR STRUCTUREFOLDED STEEL PLATE - REFER TO STRUCTURAL DRAWINGS FOR THICKNESSCONTINUOUS TUBE STEEL AT MIDDLE OF STAIR TREADS -REFER TO STRUCTURAL DRAWINGS FOR SIZE AND ATTACHMENT3/8" X 2 1/4" STEEL GUARD RAIL WITH 1/2" DIAMETER STEEL PICKETSWOOD VENEER 3/4" SUBSTRATE. VENEER TO WRAP AT EXPOSED EDGESFINISH FLOORWOOD HANDRAIL W/ MITERED EDGE AT CORNERS. TURN DOWN TO FLOOR AT ENDWOOD VENEER FASCIA TO ALIGN WITH CENTER LINE OF INTUMESCENT PAINTED COLUMNTIE TUBE STEEL BACK TO FLOOR - REFER TO STRUCTURAL DRAWINGS7/8"7/8"2 1/4"1 1/2"BENT PLATE SUPPORT ANGLE. LOCATE ON FACE OF EOS TO ALLOW FOR THICKNESS OF LANDING TO TIME OUT WITH LEVEL G.5 FINISHED FLOORMILLED SOLID HARDWOOD HANDRAIL WITH CONCEALED STEEL HANDRAIL BRACKET WELDED TO PICKET1 1/2"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:22:07 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A606STAIR 7 & NORTH JEWELBOX PLANS, SECTIONS, &ELEVATIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALEAXONOMETRIC VIEW AT STAIR 79SCALE 1/4" = 1'-0"STAIR 7 ENLARGED PLAN - LEVEL G.52SCALE 1/4" = 1'-0"N-S SECTION THROUGH STAIR 73SCALE 1/4" = 1'-0"E-W SECTION THROUGH STAIR 76SCALE 1/4" = 1'-0"STAIR 7 ENLARGED PLAN - LEVEL G1SCALE 1 1/2" = 1'-0"BOTTOM LANDING AT STAIR 75SCALE 1 1/2" = 1'-0"TYPICAL STINGER / HANDRAIL AT STAIR 74SCALE 1 1/2" = 1'-0"INTERMEDIATE LANDING AT STAIR 77SCALE 1 1/2" = 1'-0"STAIR 7 SECTION AT TOP LANDING8222222NO. DATE DESCRIPTION1 02/28/18 PACKAGE 42 03/23/18 PACKAGE 4 - ADDENDUM #1
LEVEL 1192' - 2"LEVEL 2203' - 2"LEVEL G.5188' - 0"13.99A6072' - 3"A9606A6076A60735A607LEVEL 1192' - 2"DLEVEL G.5188' - 0"E13A6079 RISERS AT 6"4' - 2"3' - 0"3' - 0"RL-2 RAILING2DE13A6079A6075A607192' - 2"2' - 0"1' - 0"RAILING RL-31' - 0"1' - 0"1' - 0"6"2' - 0"RAILING RL-2EDGE OF LEVEL 1 FLOORFRAMELESS INTERIOR GLASS PARTION W/ DELUGE SPRINKLERS PER 2HR RATINGR 216' - 2"NJB-29NJB-306' - 9 1/2"6' - 7 3/8"11 3/4"ALIGN FACE OF HALF HEIGHT WALL TO EDGE OF FULL HEIGHT WALLWOOD VENEER ON 3/4" SUBSTRATE ATTACH DIRECTLY TO STUD W/ CONCEALED HARDWARE3' - 0"6"6"1" THICK SOLID WOOD TREADCONCRETE TREAD ON MTL PAN RL-3 GUARD RAILRL-3 WALL MOUNTED HANDRAILSTL STRINGERA92114TYP1 5/8" MTL STUDSCHEDULED PARTITION.SEE PLANHARDWOOD BASE13.91" THICK SOLID WOOD TREAD5"OF GLASS11 1/4"11 3/4"FRAMELESS INTERIOR GLASS PARTITION W/ DELUGE SPRINKLERS AT HEAD FOR 2 HR RATINGFINISH FLOORWOOD VENEER ON 3/4" SUBSTRATE ATTACH TO BLOCKING W/ CONCEALED FASTENERSSCHEDULED PARTITION SEE PLANCONCRETE TREAD ON MTL PANSTL STRINGER2PROVIDE BLOCKING AS REQUIREDHARDWOOD BASEA9131LEVEL 1192' - 2"LEVEL G.5188' - 0"D.3E13A607A607141' - 0"3' - 0"3' - 0"1' - 0"RL-3 RAILINGSCHEDULED PATITION W/ MILLED HARDWOOD CAP. SEE PLAN3' - 6"3' - 6"6"3' - 6"1' - 0"1' - 0"MILLED HARDWOOD CAPMILLED HARDWOOD BASEFINISH FLOOR6"PARTIAL HT WV MILLWORK WALL WITH RAILING TYPE RL-31" THICK SOLID WOOD TREAD / RISERCONCRETE TREAD ON MTL PAN3' - 6"TYP5"5"STRINGER BEYOND14A921TYP2RL-3 HANDRAILWV PANELING1/4"6"PROVIDE STEEL POST IN WALL AS REQ'D FOR LATERAL STABILITY REFER TO 8/A901 SIMTYP1' - 0"EASED EDGE, TYPTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:22:24 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A607STAIR 8 PLANS, SECTIONSAND DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"STAIR 8 SECTION N-S13SCALE 1/4" = 1'-0"STAIR 8 SECTION E-W 29SCALE 1/4" = 1'-0"STAIR 8 ENLARGED PLAN - LEVEL 11SCALE 1 1/2" = 1'-0"STAIR 8 NORTH STRINGER6SCALE 1 1/2" = 1'-0"LEVEL 1 LEDGE DETAIL AT STAIR 83SCALE 1/4" = 1'-0"STAIR 8 SECTION E-W 15SCALE 1 1/2" = 1'-0"SECTION DETAIL @ STAIR 8 LANDING BOTTOM142222222222222NO. DATE DESCRIPTION1 02/28/18 PACKAGE 42 03/23/18 PACKAGE 4 - ADDENDUM #1
27D.8E2A6082"2"5' - 6"RAILING TYPE RL-2SOUTH ENTRY177' - 6"LEVEL G175' - 11"3 RISERS AT 6 3/8"1' - 7"RAILING RL-2CAST IN PLACE CONCRETE6A6085' - 0"RAILING RL-4LEVEL 4228' - 3"LEVEL 4 MECH224' - 8"A6002TYPRAILING RL-421.211A608RAILING TYPE RL-22' - 0"3 1/4"21.321.4LEVEL 4228' - 3"LEVEL 4 MECH224' - 8"7 RISERS AT 6 1/8"3' - 7"A6087A60833' - 0"3' - 6"3' - 0"15A6082"2' - 0"4' - 0"2"1' - 0"2"20.1LEVEL 2.8211' - 8"2 RISERS AT 5"10"3' - 0"3' - 0"20.11 1/4"6 1/8"4 1/8"ALUM. EXTRUDED SERRATED TREADEXTRUDED CHANNEL LADDER STRINGERSALUM ANGLE 4" LONG MOUNTING BRACKETATTACH ALUM. PIPE HANDRAIL TO RL-2 GUARDRAILRL-2 GUARDRAILALUM PIPE HANDRAIL3"1' - 0 3/4"ALUM FLAT BAR PIPE FLANGE3' - 0"3' - 6"COLUMN BEYOND. REFER TO STRUCTURAL DWGSSCHEDULED PARTITION. SEE PLANALUM PIPE POST8"6"6 1/8"120°ALUM. EXTRUDED SERRATED TREADEXTRUDED CHANNEL LADDER STRINGERS1 1/4"4 1/8"ALUM ANGLE 4" LONG MOUNTING BRACKETTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:22:43 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A608STAIR 6, 11, 12, 13 PLANS,SECTIONS, & ELEVATIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"LEVEL G STAIR 6 PLAN1SCALE 1/4" = 1'-0"LEVEL G STAIR 6 SECTION2SCALE 1/4" = 1'-0"LEVEL 4 STAIR 12 PLAN5SCALE 1/4" = 1'-0"LEVEL 4 STAIR 12 SECTION6SCALE 1/4" = 1'-0"LEVEL 4 STAIR 13 PLAN10SCALE 1/4" = 1'-0"LEVEL 4 STAIR 13 SECTION11SCALE 1/4" = 1'-0"STAIR 11 ENLARGED PLAN14SCALE 1/4" = 1'-0"STAIR 11 SECTION15SCALE 1 1/2" = 1'-0"SECTION DETAIL AT SHIP'S LADDER TOP LANDING3SCALE 1 1/2" = 1'-0"SECTION DETAIL AT SHIP'S LADDER BOTTOM DETAIL711111NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
DN15H10A60917.820.521.219.415.7214' - 2"RAMP DOWNRAMP DOWN4' - 6 5/8"5' - 5 3/8"6' - 0"10' - 0"6' - 0"2' - 5 1/4"7' - 6 3/4"RAMP DOWN213' - 4"212' - 6"211' - 8"RAMP DOWNRAMP DOWN213' - 4"212' - 6"14A60913A6098 1/8"9' - 3 7/8"5' - 0"5' - 5 1/2"4' - 6 1/2"4' - 0 1/4"4' - 6 1/4"1' - 0 1/4"11 3/4"ALIGNALIGNDN2' - 0"2' - 0"1' - 0"1' - 6"1' - 0"ALIGN10' - 8"11"1' - 0"3A609STAIR 9STAIR 10STAIR 11/14A608A7031621.320.118.918.717.717.416.116.211LEVEL 3214' - 2"LEVEL 2.8211' - 8"21.214A60913A609OPENOPENSLOPE 1:12SLOPE 1:12SLOPE 1:12SLOPE 1:12SLOPE 1:1216A70314A70321.321.420.118.918.717.717.416.116.214.114.2LEVEL 3214' - 2"LEVEL 2.8211' - 8"10A609A6004SIM6"1' - 0"3' - 6"3' - 0"3' - 0"FINISH FLOORCONCRETE ON METAL PANSCHEDULED PARTITION W/ MILLED HARDWOOD TOP.SEE PLANRAILING RL-3EQEQ3A60914A703LEVEL 3214' - 2"LEVEL 2.8211' - 8"6"6"3' - 0"3' - 0"1' - 0"1' - 0"3 RISERS AT 6 5/8"2' - 6"RAILING RL-316A703A92114TYPSCHEDULED PARTITION. SEE PLANSTAIR TREADS BEYONDCONCRETE ON METAL PANSTAIR STRINGER4 1/2"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:22:56 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A609LEVEL 3 RAMP PLANS ANDSECTIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"LEVEL 3 EAST RAMP9SCALE 1/4" = 1'-0"LEVEL 3 EAST RAMP SECTION10SCALE 1/4" = 1'-0"STAIR 9 SECTION14SCALE 1/4" = 1'-0"STAIR 10 SECTION13SCALE 1 1/2" = 1'-0"SECTION DETAIL AT STAIR 9 RAILING3111NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
LEVEL LL160' - 0"ALUMNAE GYM LEVEL B176' - 11"ALUMNAE GYM LEVEL C165' - 10"ALUMNAE GYM B.O.TUNNEL159' - 4"LEVEL LL LANDING162' - 6"NEILSON LIBRARYPEDESTRIAN TUNNEL TO ALUMNAE GYM1" / 12"EXISTING TUNNEL OPEN TO BEYOND7A620A.58' - 2"HOSE REEL CABINET - SEE PLUMDWGSPOCKET FOR DOOR ON HOLD OPENMAG HOLD OPEN1' - 6"LEVEL G175' - 11"ALUMNAE GYM LEVEL C165' - 10"5/8" / 12"NEILSON LIBRARY5A620LEVEL LL160' - 0"ALUMNAE GYM LEVEL B176' - 11"ALUMNAE GYM LEVEL C165' - 10"30EXISTING TUNNEL OPEN TO BEYONDNEW PEDESTRIAN TUNNELALUMNAE GYMLEVEL CNEILSON LIBRARY6A620LEVEL LL160' - 0"ALUMNAE GYM LEVEL A185' - 7 3/4"ALUMNAE GYM LEVEL B176' - 11"ALUMNAE GYM LEVEL C165' - 10"ALUMNAE GYM B.O.TUNNEL159' - 4"2A6202A620EXISTING TUNNELOPEN TO BEYONDNEILSON LIBRARYNEW PEDESTRIAN TUNNELOPEN TO BEYONDAG-DAG-CAG-BAG-AALUMNAE GYM LEVEL A185' - 7 3/4"ALUMNAE GYM LEVEL B176' - 11"ALUMNAE GYM LEVEL C165' - 10"ALUMNAE GYM B.O.TUNNEL159' - 4"3A6203A620EXISTING TUNNEL OPEN TO BEYONDNEW PEDESTRIAN TUNNELSOUTH ENTRY177' - 6"LEVEL G175' - 11"LEVEL LL160' - 0"29ALUMNAE GYM LEVEL B176' - 11"ALUMNAE GYM LEVEL C165' - 10"ALUMNAE GYM B.O.TUNNEL159' - 4"301A6201A620NEILSON LIBRARYNEW PEDESTRIAN TUNNELTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:23:12 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A620ALUMNAE GYM CONNECTINGTUNNELSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCONSTRUCTION DOCUMENTSSCALE 1/4" = 1'-0"TUNNEL WIDE ANGLE SECTION C1SCALE 1/4" = 1'-0"TUNNEL WIDE ANGLE SECTION B2SCALE 1/4" = 1'-0"TUNNEL WIDE ANGLE SECTION A3SCALE 1/4" = 1'-0"WIDE ANGLE SECTION E5SCALE 1/4" = 1'-0"WIDE ANGLE SECTION F6SCALE 1/4" = 1'-0"WIDE ANGLE SECTION D7NO. DATE DESCRIPTION
FDFDFDFDFDFDFDFDFDFDFD1615DED.113.9A700WOMENT001+/- 8' - 3 3/4"CLR14' - 0"E.1ALIGNCLR1' - 5 3/4"CLR10' - 0"1' - 0"1' - 6"CLR5' - 0"9' - 4 7/8"11 1/2"4' - 2"1' - 6"2012GJANITORT002MENA700432' - 10"1' - 9"5' - 1"2' - 6 3/4"1' - 6"T002012HT001ALIGN9A3-01A6-01D6-01A6-01A6-01A6-01A6-09A3-01' - 6"5' - 0"2' - 8"2' - 8"6' - 0"2' - 10"5' - 1"TYP.3' - 0"1D3-01' - 9 5/8"3' - 3"3' - 3"1' - 8"ALIGN012G5' - 0"5' - 0"9A6-0PROVIDE ADA GRAB BARS - REFER TO A800 FOR MOUNTINGPROVIDE CUTOUT IN COUNTER FOR SOAP DISPENSER, TYP. SEE SPEC.PROVIDE ADA GRAB BARS - REFER TO A800 FOR MOUNTINGNJB-29NJB-3013.814.114.2161514B15.8A7006T101W/GN TOILET ROOM+/- 8' - 8 1/4"5' - 1 1/2"6' - 3 1/2"7' - 9"109AJANITOR7' - 8 7/8"2' - 0"5' - 6"5' - 0"2' - 0"A.5S-0115T102M/GN TOILET ROOMT103M/GN TOILET ROOMA7006SIMA7006SIMEQEQ9A3-01A6-01D3-01D3-09A3-09A3-01D3-01A3-02A3-09A3-0PTOVIDE ADA GRAB BARS - SEE A800T103T102109AT101ALIGN1' - 6"EQEQ108GSTORAGE/AVEQEQ+/- 1' - 9 1/4"1' - 6"CENTER FD IN ROOM, TYP.PROVIDE CUTOUT IN COUNTER FOR SOAP DISPENSER, TYP. -SEE SPEC.NJB-29NJB-3013.814.114.21514B15.8A7009A70083' - 0"4' - 0"1' - 1"T301WOMENT302MEN/GN1' - 6"4' - 7 3/4"5' - 1 1/2"6' - 3 5/8"6' - 1"4' - 8"2' - 0"12' - 9"9 5/8"A.55' - 1"3' - 1"+/- 12' - 7 3/4"ALIGNCENTER FD IN ROOM, TYP.9A3-09A3-01A3-01D3-01D3-01D3-0PROVIDE CUT OUT IN COUNTER FOR SOAP DISPENSER, TYP. SEE SPECNJB-29NJB-3013.814.114.216DEA70011A70012406WOMEN407MEN5' - 0"2' - 10"6' - 0"9 1/4"3' - 6 1/8"+/- 6' - 6"1' - 0"2' - 0"6' - 8"5' - 0"1' - 6"1' - 6"PROVIDE CUT OUT IN COUNTER FOR SOAP DISPENSER, TYP. - SEE SPEC.PROVIDE ADA GRAB BARS -REFER TO A800 FOR MOUNTINGBLUESTONE COUNTER4" APRONFRAMELESS GLASS MIRRORFLUSH W/ TILE SURROUNDALIGN W/ EDGE OF COUNTER4" PORCELAIN WALL BASE, TYPCONCEALED RAKKS BRACKET@36" O.C.PORCELAIN UNDERMOUNT SINK, TYP. x26' - 6"7' - 0"2' - 10"INTEGRAL SOAP DISPENSER - SEE SPEC.2' - 10"BLUESTONE COUNTER4" APRONFRAMELESS GLASS MIRRORFLUSH W/ TILE SURROUND4" PORCELAIN WALL BASE, TYPCONCEALED RAKKS BRACKET@36" O.C.PORCELAIN UNDERMOUNT SINK7' - 0"WALL SCONCE LIGHT FIXTURE - SEE ELEC.INTERGAL SOAP DISPENSER - SEE SPEC.2' - 10"BLUESTONE COUNTER4" APRONFRAMELESS GLASS MIRRORFLUSH W/ TILE SURROUND4" PORCELAIN WALL BASE, TYPCONCEALED RAKKS BRACKET@36" O.C.PORCELAIN UNDERMOUNT SINK7' - 0"INTEGRAL SOAP DISPENSER - SEE SPEC.BLUESTONE COUNTER4" APRONFRAMELESS GLASS MIRRORFLUSH W/ TILE SURROUND4" PORCELAIN WALL BASE, TYPCONCEALED RAKKS BRACKET@36" O.C.PORCELAIN UNDERMOUNT SINK TYP x22' - 9 1/2"6' - 11 1/2"WALL SCONCE LIGHT FIXTURE - SEE ELECINTEGRAL SOAP DISPENCER - SEE SPEC.GENERAL NOTESBLUESTONE COUNTER W/ 4" APRONFRAMELESS GLASS MIRROR FLUSH W/ TILE SURROUND4" PORCELAIN WALL BASE, TYPCONCEALED RAKKS BRACKET@36" O.C.PORCELAIN UNDERMOUNT SINK, TYP.2' - 10"7' - 0"WALL SCONCE LIGHT FIXTURE - SEE ELEC.LSINTEGRAL SOAP DISPENCER, TYP. - SEE SPEC.TOILET PARTITION, SEE SPEC.BLUESTONE COUNTER4" APRONFRAMELESS GLASS MIRRORFLUSH W/ TILE SURROUND4" PORCELAIN WALL BASE, TYPCONCEALED RAKKS BRACKET @ 36" OC.PORCELAIN UNDERMOUNT SINK2' - 10"GB42TOILET PARTITION, SEE SPEC.WALL SCONCE LIGHT FIXTURE - SEE ELEC.INTEGRAL SOAP DISPENSER, TYP. - SEE SPEC.7' - 0"4" PORCELAIN WALL BASE, TYPTYP.2' - 2"SEE SPEC.TOILET PARTITIONS2' - 8"GB427' - 0"2' - 10"BLUESTONE COUNTER4" APRONFRAMELESS GLASS MIRRORFLUSH W/ TILE SURROUNDALIGN W/ EDGE OF COUNTER4" PORCELAIN WALL BASE, TYPPORCELAIN UNDERMOUNT SINKINTEGRAL SOAP DISPENSER - SEE SPEC.THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:23:40 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A700ENLARGED TOILET PLANS &ELEVATIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"T001 & T002 ENLARGED PLAN1SCALE 1/4" = 1'-0"T101 & T102 ENLARGED PLAN5SCALE 1/4" = 1'-0"T301 & T302 ENLARGED PLAN7SCALE 1/4" = 1'-0"T406 & T407 ENLARGED PLAN10SCALE 1/4" = 1'-0"T406 SOUTH11SCALE 1/4" = 1'-0"T102 - W6SCALE 1/4" = 1'-0"T302 WEST8SCALE 1/4" = 1'-0"T301 WEST91. SEE SPEC 10 28 13 TOILET ACCESSORIES FOR TOILET ACCESSORIES2. SEE A950 FINISH SCHEDULE FOR FINISHESSCALE 1/4" = 1'-0"T001-N2SCALE 1/4" = 1'-0"T002 - N4SCALE 1/4" = 1'-0"T001 - S3SCALE 1/4" = 1'-0"T407 - SOUTH12NO. DATE DESCRIPTION
DN21DED.1D.7CAB COOK/HOLD/OVENHOLD CAB, HEATDWICECOFFEEINDUCTIONRANGEDRY STORAGEMOBILE SS TABLESREACH-IN REFRIGERATORMOBILE SS TABLESOILED DISH TABLE W/ SINKHAND SINKMOP SINK, SEE PLUM.16' - 10 3/8"22' - 5 1/8"A7014523403CATERING PREP21.321.4A3104RECESSED FIRE EXTINGUISHERMOP SINK - SEE PLUMHANDWASH SINKSOAP DISPENSERICE MACHINE2' - 10"BASE AS SCHEDULEDSLOPED GWB CLG - COORD W/ ROOF STRUCTURE ABOVEMOP SINK - SEE PLUMDRY STORAGE RACKSSOILED DISH TABLE WITH SINKDISH WASHER2' - 10"MOBILE SST TABLEREACH IN REFRIGORATORCAB COOK/HOLD/OVENHOLD CAB, HEATBASE AS SCHEDULEDSLOPED GWB CLG -COORD W/ ROOF STRUCTURE ABOVECOFFE MAKERINDUCTION RANGERAKKS BRACKETS SPACED @ 36" O.C.BASE AS SCHEDULEDSSM COUNTER TOP2' - 10"9CB72"X72" PREFABRICATED WHISPER BOOTH - SEE SPEC. COORDINATE FINAL REQUIREMENTS (POWER, DATA, LIGHTING) AND LAYOUT WITH OWNER176' - 1"175' - 11"WOOD SLAT WALL - SEE TYP DETAILS+/- 2' - 0" *5' - 0"5' - 0"+/- 6' - 5 5/8"ALIGN EDGE OF BOOTH WITH RAMP1' - 6"VENTILATION DUCT (BY MFGR)- COORD FINAL QTY AND LOCATIONS WITH MFGR. NOTE: BOOTH VENTILATION DOES NOT TIE DIRECTLY INTO BUILDING HVAC SYSTEM.MIN 5 1/2"*COORDINATE FINAL ELEVATION OF RAMP LANDING WITH FINISHED FLOOR OF WHISPER BOOTH (BY MFGR)PROVIDE CABLE PASS THROUGH AT 2 WALLS IN COORDINATION WITH LOCATIONS OF POWER/DATAWHISPER BOOTH DOOR BY MFGREDGE OF 2" TOPPING SLAB - WHISPER BOOTH TO SIT DIRECTLY ON STRUCTURAL SLAB BELOW*6' - 11"9.9THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:23:55 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A701ENLARGED PLANS ANDELEVATIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"CATERING KITCHEN ENLARGED PLAN1SCALE 1/4" = 1'-0"INT ELEV - 403 CATERING PREP - N2SCALE 1/4" = 1'-0"INT ELEV - 403 CATERING PREP - E3SCALE 1/4" = 1'-0"INT ELEV - 403 CATERING PREP - S4SCALE 1/4" = 1'-0"INT ELEV - 403 CATERING PREP - W5SCALE 1/4" = 1'-0"ENLARGED PLAN - WHISPER BOOTH61NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
1514ACB15.813.9A.5THEATRICAL PIPE GRID: 1 1/2" #40 MATTE BLACK PIPE GRID AT 9'-0" AFF (COORDINATE FINAL HEIGHT WITH OWNER). OVERLAP PIPES AND CONNECT WITH STANDARD PIPE CLAMPS. ANCHOR INTO STRUCTURE ABOVE. REFER TO DETAIL 4/A702.2' - 0"2' - 0"1' - 9 3/8"PROVIDE WALL CONNECTION FLANGE AT PIPE ENDS. PROVIDE DIAGONAL BRACING ABOVE CEILING WHERE REQUIRED FOR LATERAL STABILITY.2' - 0"NJB-29NJB-3016.116.213.814.114.2131211JG012BMEDIA PRODUCTIONSTUDIO012AMEDIA PRODUCTIONSTUDIO (SELFSERVE)GWB7' - 6"ACT-19' - 6"ACT-19' - 6"GWB7' - 6"THEATRICAL PIPE GRID: 1 1/2" #40 MATTE BLACK PIPE GRID AT 9'-0" AFF (COORDINATE FINAL HEIGHT WITH OWNER). OVERLAP PIPES AND CONNECT WITH STANDARD PIPE CLAMPS. ANCHOR INTO STRUCTURE ABOVE. REFER TO DETAIL 4/A702.TYP4' - 0"DOUBLE CHANNEL TRACK FOR THEATRICAL BACKDROPS BELOW FINISHED CEILING -COORDINATE FINAL QTY AND LAUOUT WITH OWNER AND ARCHITECT10 3/4"1' - 0"EQ1EQ1BLACKOUT CURTAIN TRACK10 3/4"EQ2EQ2PROVIDE WALL CONNECTION FLANGE AT PIPE ENDS.13.513.413.112.310.423212022JKTHEATRICAL PIPE GRID: 1 1/2" #40 MATTE BLACK PIPE GRID AT 9'-0" AFF (COORDINATE FINAL HEIGHT WITH OWNER). OVERLAP PIPES AND CONNECT WITH STANDARD PIPE CLAMPS. ANCHOR INTO STRUCTURE ABOVE. REFER TO DETAIL 4/A702.303SPECIALCOLLECTIONSCLASSROOMGWB10' - 0"ACT-110' - 0"1' - 9 3/8"34' - 0"+/- 1' - 10 1/2"3' - 0"24' - 0"2' - 0 3/4"TYP6' - 0"TYP4' - 0"9' - 2"BLACKOUT CURTAIN TRACK AT EITHER SIDE OF DOOR22.921.321.420.13/8"X3 1/2" ANCHOR TO STRUCTURAL SLAB/DECKING ABOVECOUPLING NUTTHREADED RODTURNBUCKLEPIPE CLAMPGRID CROSS CONNECTOR CLAMP, BEYOND1 1/2" DIA SCHEDULE 40 MATTE BLACK THEATRICAL PIPE GRID- SEE RCP FOR LOCATIONS AND LAYOUTNOTE: AT FUTURE PIPE GRID LOCATIONS INDICATED ON RCP, PROVIDE ONLY ANCHORS AS REQUIREDSCHEDULED CLGSEE RCP1' - 0"ALIGN PIPE GRID WITH CEILING GRID WHERE SHOWN IN RCPCOORD FINAL ELEVATION W/ OWNER AND ARCHPOWER OUTLET ATTACHED TO TOP OF PIPE GRID - REFER TO ELEC DWGSDATA OUTLET ATTACHED TO TOP OF PIPE GRID - REFER TO TECH DWGS• FINAL ELEVATION OF PIPE GRID TO BE COORDINATED WITH OWNER AND ARCHITECT.• PROVIDE WALL CONNECTION FLANGE AT PIPE ENDS. PROVIDE DIAGONAL BRACING ABOVE CEILING WHERE REQUIRED FOR LATERAL STABILITY.• SUBCONTRACTOR TO COORDINATE FINAL QUANTITY AND LOCATION OF MOUNTING POINTS AS REQUIRED FOR A COMPLETE SYSTEM.THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:24:06 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A702PIPE GRID LAYOUTSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"ENLARGED RCP - TLR CLASSROOM 0111SCALE 1/4" = 1'-0"ENLARGED RCPS - MEDIA PRODUCTION STUDIOS2SCALE 1/4" = 1'-0"ENLARGED RCP - SPECIAL COLLECTIONS CLASSROOM 3033SCALE 1 1/2" = 1'-0"TYP PIPE GRID SUPPORT DETAIL4NOT TO SCALEPIPE GRID LEGEND & NOTESNO. DATE DESCRIPTION
A9436SIMA9439SIMA9437SIM009.2CR1D6-01D6-09A6-09A6-01' - 0 1/2"A9436SIMA9438SIMA9439SIMCRCR7 1/2"EQ.EQ.ALUMINUM FRAMED STOREFRONT SYSTEMA91210SIM1A940SIM001E0109A3-09A6-01D6-0A9439SIMA9436SIMA9439SIM011.2A91210SIMA9439SIMA9439SIMA9436SIMA9439SIMCR107A94310SIMA9436SIMA9438SIMA9438SIM4' - 5"11' - 3"108.1CR9A3-09A3-01D3-0101E108K2' - 8"A91210SIMA9436SIMA9436SIMA94310SIM9A3-09A3-0ALIGN DOORSA9436SIMA9437SIMA9439SIMA94310SIM2A3-0103.21A3-09A6-0A9436SIMA9439SIM9A6-09A6-0EQ.EQ.EQEQA9436SIMA9439SIM208AA9436SIMA9436SIM4' - 6"11' - 6"9A3-09A3-01' - 1 1/4"208C208A9436SIMA94310SIM1A3-09A3-09A3-01D3-0A9436SIMA91210SIMA9436SIMSIM A9439SIM9A3-09A3-05' - 0"309CCRA9436SIMA9438SIMA9439SIM309CRA9133TYP309A309J301D2' - 4 3/4"1A940SIM4' - 2"6' - 0"4' - 7 1/2"1' - 10"1' - 0"A9436SIMA9437SIMA9439SIMDRINKING FOUNTAIN, REFER TO PLUMB1D3-09D3-01' - 0"A9436SIMA9439SIMA9437SIMA9439SIMWALL MOUNTED HR(RL-3) AT STAIRSTAIR 10A9439SIMA9436SIMEQEQ302HR AT RAMPEDGE OF RAMPHR AT RAMPEDGE OF RAMPTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/2" = 1'-0"4/6/2018 12:24:35 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A703ENLARGED PORTAL PLANSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCONSTRUCTION DOCUMENTSSCALE 1/2" = 1'-0"3LEVEL G - WEST PAVILION PORTALSOUTHSCALE 1/2" = 1'-0"LEVEL G - WEST PAVILION PORTAL CENTER2SCALE 1/2" = 1'-0"1LEVEL G - WEST PAVILION PORTALNORTHSCALE 1/2" = 1'-0"4LEVEL 1 - WEST PAVILION PORTALSOUTHSCALE 1/2" = 1'-0"LEVEL 1 - WEST PAVILION PORTAL CENTER5SCALE 1/2" = 1'-0"LEVEL 1 - WEST PAVILION PORTAL NORTH6SCALE 1/2" = 1'-0"7LEVEL 1 - EAST PAVILION PORTALSOUTHSCALE 1/2" = 1'-0"LEVEL 1 - EAST PAVILION PORTAL CENTER8SCALE 1/2" = 1'-0"9LEVEL 2 - WEST PAVILION PORTALSOUTHSCALE 1/2" = 1'-0"LEVEL 2 - WEST PAVILION PORTAL CENTER10SCALE 1/2" = 1'-0"12LEVEL 2 - WEST PAVILION PORTALNORTHSCALE 1/2" = 1'-0"11LEVEL 3 - WEST PAVILION PORTALSOUTHSCALE 1/2" = 1'-0"LEVEL 3 - WEST PAVILION PORTAL CENTER15SCALE 1/2" = 1'-0"13LEVEL 3 - WEST PAVILION PORTALNORTHSCALE 1/2" = 1'-0"16LEVEL 3 - EAST PAVILION PORTALLEFTSCALE 1/2" = 1'-0"LEVEL 3 - EAST PAVILION PORTAL CENTER14NO. DATE DESCRIPTION
MIR2'-10" AFFGB422' - 9"2' - 10"TTR2' - 5"SNR2"PT/RGB425' - 6"6"1' - 6"X-X4"5' - 0"TO BOTTOM5' - 0"HANDRAIL HANDRAILINTERNATIONAL ACCESSIBILITY SIGNSIGNAGE4' - 0"SWITCH LOCATION TYP AT ALL DOORS6"TACTICLE SIGNS @ ELEVATOR JAMB5' - 0"3' - 6"TACTICLE SIGNS @ ELEVATOR JAMB6' - 0" MIN.TO TOP OF SEAT1' - 5" MIN. 19" MAX.ACCESSIBLE SENSOR TOILET FLUSH VALVE EXPOSEDTO TOP OF RIM1' - 5" MAX.ACCESSIBLE SENSOR URINAL FLUSH VALVE EXPOSEDACCESSIBLE SENSOR FAUCET w/ STANDARD SPOUTPT/R2' - 10"ACCESSIBLE RECESSED PAPER TOWEL DISPENSER (PROVIDE BLOCKING)ACCESSIBLE ELECTRIC DRYER(PROVIDE BLOCKING)SNRTO TOP2' - 3 1/2"TTRSANITARY NAPKIN RECEPTACLEACCESSIBLE RECESSED TOILET PAPER DISPENSERH4' - 6"ACCESSIBLE COAT HOOK (PROVIDE BLOCKING)5' - 2"MULTIPLE COAT HOOK (PROVIDE BLOCKING)GB422' - 9"ACCESSIBLE GRAB BAR W/ LENGTH IN INCHES2' - 6"GB24NON ACCESSIBLE GRAB BAR W/ LENGTH IN INCHESSTO BOTTOM3' - 10"ACCESSIBLE SURFACE MTD SOAP DISPENSER (PROVIDE BLOCKING)SHELF(PROVIDE BLOCKING)TO TOP4' - 0"TWIN BOWL ACCESSIBLE WATER COOLERTO TOP SPOUT2' - 10"SURFACE MOUNTED WASTER RECEPTACLE(PROVIDE BLOCKING)RECOMMENDED BY MANUFACTURER38-3/8" TO 41-3/8"TO TOWEL SLOT3' - 4"TO TOP2' - 8"2' - 3 1/2"TOILET COMPARTMENTS/ROOMS4'-0" MAX. IN ACCESSIBLEB6' - 8"CLOCKBOTTOM OF TV7' - 2"RTVFECEXTINGUISHER LEVERMAX.4' - 0" TO TOP OFTELEVISION BRACKETWALL MOUNTEDW/ RECEPTACLE &ANTENNA OUTLETFIRE EXTINGUISHER CABINETFIREMAN'S TELEPHONE RECESSED CABINET4' - 6"PTACCESIBLE SURFACE MTD PAPER TOWEL DISPENSER ABOVE SINK OR COUNTEROTHERWISE 4'-0" AFF PROVIDE BLOCKING8"S3' - 10"ACCESIBLE SURFACE MTD SOAP DISPENSER ABOVE SINK OR COUNTEROTHERWISE 4'-0" AFF PROVIDE BLOCKINGMAX. 5'-0"R1' - 6"RGFI4' - 0"R8"T1' - 6 1/32"T8"TR1' - 6 1/32"RTV7' - 6"4' - 0"T4' - 6"F6' - 8 1/32"F4' - 0"P4' - 0"CR4' - 0"4' - 2"SWITCHDUPLEX RECEPTACLE HEIGHT VARIES IF NONE MOUNT @1'-6"AFFDUPLEX RECEPTACLE GFI POWER DUPLEX RECEPTACLE ABOVE WORK SURFACEHEIGHT VARIES IF NONE MOUNT @8"ABOVE WORK SURFACETEL/DATA OUTLETHEIGHT VARIES IF NONE MOUNT @1'-6"AFFTEL/DATA OUTLET ABOVE WORK SURFACEHEIGHT VARIES IF NONE MOUNT @8"ABOVE WORK SURFACEDUPLEX RECEPTACLE w/ TEL/DATA OUTLETHEIGHT VARIES IF NONE MOUNT @1'-6"AFFDUPLEX RECEPTACLE TELEVISION ANTENNA CONNECTIONTHERMOSTATFIRE ALARM STROBE W/ OR WITHOUT AUDIBLE ALARM SEE ELEC DWGSFIRE ALARM MANUAL PULL STATIONPUSH PAD/ AUTOMATIC DOOR CONTROLADA CARD READERANNUNCIATOR PANELTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:24:41 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A800TYPICAL MOUNTINGHEIGHTSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"TYP ACCESSIBLE BATHROOM1SCALE 1/4" = 1'-0"TYP MOUNTING AT DOORS2SCALE 1/4" = 1'-0"TYP PLUMBING EQUIPMENT3SCALE 1/4" = 1'-0"TYP SURFACE MOUNTED AND RECESSED EQUIPMENT4SCALE 1/4" = 1'-0"TYP RECESSED EQUIPMENT AND PLATES5NO. DATE DESCRIPTION
A9535WOOD SLAT WALL AT TYP CARROLOPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPENTYP CARROLCOLUMN WITH INTUMESCENT FIREPROOFING - SEE STR DWGSCOMPACT SHELVING - SEE SPECOPENCOMPACT SHELVING - SEE SPECCOLUMN WITH INTUMESCENT FIREPROOFING, TYP - SEE STR DWGSWV MILLWORK WALLWOOD SLAT WALL AT TYP CARROL, BEYONDWV KNEE WALL AT TYP CARROLOPEN OPEN OPEN OPEN OPEN OPEN OPEN OPENOPENOPENOPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPENWOOD SLAT WALL AT TYP CARROLCOLUMN WITH INTUMESCENT FIREPROOFING BEYOND - SEE STR DWGSCOMPACT SHELVING - SEE SPECOPENOPEN OPENCONPACT SHELVING - SEE SPECOPENOPENWOOD SLAT WALL AT TYP CARROL, BEYONDWV KNEE WALL AT TYP CARROLOPEN OPENOPENOPENOPENOPENOPENOPENOPENOPENOPENAUTOMATIC SLIDING DOOR BEYONDCOPY/ PRINT AND SELF CHECK OUT KIOSKCOLUMN WITH INTUMESCENT FIREPROOFING, TYP. - SEE STR DWGSCOLUMN WITH INTUMESCENT FIREPROOFING, TYP - SEE STR DWGSTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:24:58 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A801INTERIOR ELEVATIONS -LEVEL GSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"INT ELEV - OPEN READING 015A - N1SCALE 1/4" = 1'-0"INT ELEV - GENERAL COLLECTION 015 - S2SCALE 1/4" = 1'-0"INT ELEV - GEN COLLECTIONS 015 + OPEN READING 015A - E3SCALE 1/4" = 1'-0"INT ELEV - GEN COLLECTIONS 015 + OPEN READING 015A - W4NO. DATE DESCRIPTION
GLASS MARKERBOARD WITHALUMINUM FRAME AND MARKERTRAYPIPE GRID BELOW CLGFABRIC WRAPPED ACOUSTIC PANELS ON WALL - PROVIDE IMPACT RESISTANT SUBSTRATE AT BASE4' - 6"2' - 11 7/8"EQ6' - 0"EQBLACKOUT CURTAINDROP-DOWN THEATRICAL BACKDROP (ANGLED - SEE RCP)FABRIC WRAPPED ACOUSTIC PANELS ON WALL - PROVIDE IMPACT RESISTANT SUBSTRATE AT BASE7' - 5 7/8"EQEQONE-BUTTON STUDIO EQUIPMENT CONTROLSDROP-DOWN THEATRICAL BACKDROP (ANGLED - SEE RCP)FABRIC WRAPPED ACOUSTIC PANELS ON WALL - PROVIDE IMPACT RESISTANT SUBSTRATE AT BASE7' - 5 7/8"EQEQBLACKOUT CURTAIN4" WIRE PASS-THRU CONDUIT SLEEVES TO ADJACENT ROOM-PROVIDE FINISHED AND SEALED COVER11 7/8"2' - 0"COLUMN WITH INTUMESCENT FIREPROOFING - SEE STR DWGSPIPE GRID BELOW CLGSEE SPECFRAMELESS INT GLAZING SYSTEMTHEATRICAL BACKDROP ON TRACK SUSPENDED FROM CLGPIPE GRID BELOW CLGFABRIC WRAPPED ACOUSTIC PANELS - PROVIDE IMPACT RESISTANT SUBSTRATE AT BASEEQEQ7' - 5 7/8"11 7/8"4" WIRE PASS-THRU CONDUIT SLEEVES TO ADJACENT ROOM-PROVIDE FINISHED AND SEALED COVER2' - 0"THEATRICAL BACKDROP ON TRACK SUSPENDED FROM CLGPIPE GRID BELOW CLGFABRIC WRAPPED ACOUSTIC PANELS - PROVIDE IMPACT RESISTANT SUBSTRATE AT BASE2' - 11 7/8"4' - 6"GLASS MARKERBOARD WITHALUMINUM FRAME AND MARKERTRAYEQEQ6' - 0"EQEQTHEATRICAL BACKDROP ON TRACK SUSPENDED FROM CLGPIPE GRID BELOW CLGFABRIC WRAPPED ACOUSTIC PANELS - PROVIDE IMPACT RESISTANT SUBSTRATE AT BASE5' - 1 1/4"5' - 1 1/4"7' - 5 7/8"PIPE GRID BELOW CLGCOLUMN W/ INTUMESCENT FIREPROOFING - SEE STR DWGSSLIDING DOOR SEE SPECALUM FRAMED ACOUSTICSEE SPECFRAMELESS INT GLAZING SYSTEMSLIDING DOOR - SEE SPECALUM FRAMED ACOUSTICSEE SPECAUTOMATIC SLIDING DOORSEE SPECFRAMELESS INT GLAZING SYSTEMWV WALL PANELPOCKET FOR RECESSED DOOR ON HOLD OPENMAG HOLD OPENDOOR BEYOND7' - 6"OPEN TO BEYOND (DOOR ON HOLD OPEN)OPEN TO BEYONDEDGE OF WOOD SLAT WALL2' - 6"WV COUNTERTOP AT CARROLWV MILLWORK WALLWV WALL PANELFRAMELESS INT GLAZING SYSTEM - SEE SPECWOOD SLAT WALL AT CARROL / BANQUETTE SEATINGTABLE, TYPBANQUETTE SEATING W/WHISPER BOOTH BEYOND WOOD SLAT WALLLOCKERS - SEE SPECEDGE OF WOOD SLAT WALLEDGE OF WV MILLWORK PARTITION6A943SIM9A943SIMA93012TYP1OPEN TO BEYONDSTAIR 7COLUMN WITH INTUMESCENT FIREPROOFING - SEE STR DWGSOPENOPENFINISHED EDGE OF WV WALL PANEL ON PERPENDICULAR FACE1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:25:24 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A802INTERIOR ELEVATIONS -LEVEL GSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"INT ELEV - MEDIA PROD (SELF SERVE) 012A - N1SCALE 1/4" = 1'-0"INT ELEV - MEDIA PROD (SELF SERVE) 012A - E2SCALE 1/4" = 1'-0"INT ELEV - MEDIA PROD (SELF SERVE) 012A - S3SCALE 1/4" = 1'-0"INT ELEV - MEDIA PROD (SELF SERVE) 012A - W4SCALE 1/4" = 1'-0"INT ELEV - MEDIA PROD STUDIO 012B - N5SCALE 1/4" = 1'-0"INT ELEV - MEDIA PROD STUDIO 012B - E6SCALE 1/4" = 1'-0"INT ELEV - MEDIA PROD STUDIO 012B - S7SCALE 1/4" = 1'-0"INT ELEV - MEDIA PROD STUDIO 012B - W8SCALE 1/4" = 1'-0"INT ELEV - DIGITAL MEDIA HUB 012 - E9SCALE 1/4" = 1'-0"INT ELEV - DIGITAL MEDIA HUB 012 - S10SCALE 1/4" = 1'-0"INT ELEV - DIGITAL MEDIA HUB 012 - W211SCALE 1/4" = 1'-0"INT ELEV - DIGITAL MEDIA HUB 012 - E212NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
OPEN TO BEYONDOPEN TO BEYONDFRAMELESS INT GLAZING SYSTEM - SEE SPECCENTRAL SERVICE DESK8' - 0"EQEQ6' - 0"EQ1CR121A91322A91324A913TYPFRAMELESS INT GLAZING SYSTEM - SEE SPECFRAMELESS INT GLAZING SYSTEM - SEE SPECALUM FRAMED STOREFRONT SYSTEM - SEE SPECFECLIGHT FIXTURE AT SHELVING, TYP. SEE ELEC DWGSCR1' - 6"6"110A940SIM19A943SIM6A943SIMA93012TYP6A943SIMA93012TYP6A943SIM9A943SIMA93012TYP111OPEN TO BEYONDOPEN TO BEYONDVIDEO FEATURE WALL - SEE TECH DWGSWV WALL PANELING6' - 0"2' - 8"MONITOR - SEE TECH DWGS1A943TYP2A943TYP3A9431SLOPED FLOOR - REFER TO PLANSFECINSULATED ALUMINUM FRAMED INT STOREFRONT SYSTEM - SEE SPEC10' - 0"CRCR6A903TYP7A903SIM8A903TYP2' - 0"10A903TYPEQEQEQEQ2EQ22A945OPEN TO BEYONDOPEN TO BEYONDSEE SPECINSULATED INT STOREFRONT SYSTEMSEE SPECINSULATED INT STOREFRONT SYSTEMSEE SPECFRAMELESS IN GLAZING SYSTEMPROVIDE PLASTER FINISH AT FRAMELESS PAINTED DOOR TO MATCH ADJACENT WALLSSLOPED FLOOR - SEE PLANS12A9033A903TYP2A90322A91324A913TYP21A9135A903TYP11110A903TYP5A913TYPOPEN TO BEYONDOPEN TO BEYOND6' - 0"2' - 8"SEE SPECFRAMELESS INT GLAZING SYSTEMSLOPED FLOOR - SEE PLANSSEE SPECINSULATED INT STOREFRONT SYSTEMSEE SPECINSULATED INT STOREFRONT SYSTEM3' - 5 3/4"RAMP BEYOND - WRAP HANDRAIL AT CORNER AS REQUIREDPOCKET FOR DOOR ON HOLD OPENMAG HOLD OPEN21A91322A91321A9133A903TYP10A903TYP12A903TYP2A90318A901TYP?1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:25:41 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A803INTERIOR ELEVATIONS -LEVEL GSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCONSTRUCTION DOCUMENTSSCALE 1/4" = 1'-0"INT ELEV - MAIN HALL 001 - S2SCALE 1/4" = 1'-0"INT ELEV - MAIN HALL 001 - W3SCALE 1/4" = 1'-0"INT ELEV - MAIN HALL 001 - N1SCALE 1/4" = 1'-0"INT ELEV - MAIN HALL 001 - E4SCALE 1/4" = 1'-0"INT ELEV - 007 SOUTH ENTRY - E6SCALE 1/4" = 1'-0"INT ELEV - 006 CORRIDOR - W5NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
12A903TYPSLOPED FLOOR BEYOND GLASS111A9033A903TYP2A903SEE SPECINTERIOR INSULATED STOREFRONT GLAZING SYSTEM1TOP OF FLOOR BEYOND GLASS1STAIR 61SEE SPECINT. INSULATED STOREFRONT GLAZING SYSTEM1COMPACT SHELVING, TYP.1SLOPED FLOOR BEYOND GLASS12A903TYP111A903SEE SPECINTERIOR INSULATED STOREFRONT GLAZING SYSTEMSEE SPECINTERIOR INSULATED STOREFRONT GLAZING SYSTEMSTEEL COLIMN WITH INTIMESCENT FIRE PROOFING - SEE SPEC3A903TYP2A903SEE SPECINT. STOREFRONT GLAZING SYSTEM7A903SIMCOMPACT SHELVING, TYP.1SEE SPEC.INT. STOREFRONT SYSTEMSEE SPECOVERSIZE STORAGESEE SPECHANGING STORAGESEE SPECMICROFILM12A9453A945TYP1A945TYP12' - 4"SEE SPEC.FRAMELESS INT. GLAZING SYSTEMA9409TYP1SEE SPEC.FRAMELESS INT. GLAZING SYSTEM4' - 0 1/4"6' - 0"4' - 0"4' - 0"GWB FACE OF SOFFIT11A9034' - 4"8' - 0"21A9135A913TYP22A9131EQEQEQEQEQSEE SPEC.FRAMELESS INT. GLAZING SYSTEMSEE SPEC.FRAMELESS INT. GLAZING SYSTEM18A940FACE OF GWB SOFFIT1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:26:04 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A804INTERIOR ELEVATIONS -LEVEL GSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"INT ELEV - SC SECURE STACKS 005 - E4SCALE 1/4" = 1'-0"INT ELEV - SC SECURE STACKS 005 - S5SCALE 1/4" = 1'-0"INT ELEV - SC SECURE STACKS 005 - W6SCALE 1/4" = 1'-0"INT ELEV - SC SECURE STACKS 005 - N3SCALE 1/4" = 1'-0"INT ELEV - 003 SC SECURE STACKS - W11SCALE 1/4" = 1'-0"INT ELEV - 004 CENTRAL SERVICE - W10SCALE 1/4" = 1'-0"INT ELEV - 004 CENTRAL SERVICE POINT SUPPORT - N7SCALE 1/4" = 1'-0"INT ELEV - 004 CENTRAL SERVICE - E8SCALE 1/4" = 1'-0"INT ELEV - 004 CENTRAL SERVICE POINT SUPPORT - S9NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
OPEN TO BEYONDOPEN TO BEYONDHANDRAIL AT RAMPSEE SPECINT INSULATED STOREFRONT SYSTEMSEE SPEC.INT INSULATED STOREFRONT SYSTEM8' - 0"10A903TYP11A9032A9035A903TYP12A903TYP1SEE SPECSTEEL STOREFRONT SYSTEMRL-3 AT RAMPSEE SPEC.FRAMELESS INT. GLAZING SYSTEM1A9137' - 6"3A913TYP1WV PANELINGWV PANELINGWV PANELING ON FACE OFWALL BEYONDSEE SPECFRAMELESS INT. GLAZING SYSTEM1A943TYP2A943TYP3A943SEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEMFROSTED ETCH GLASS AT TRANSOM, TYP.2A913TYP3A913TYP1A9131SEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEM8' - 0"FROSTED ETCH GLASS AT TRANSOM, TYP.2A913TYP3A913TYP1A91317' - 6"SEE SPEC.FRAMELESS INT. GLAZING SYSTEM11A942TYP1WOOD SLAT WALL2A913TYP1A913WV PANEL AT FACE OF SOFFITWV PANELWV PANEL AT FACE OF WALL BEYONDSEE SPEC.FRAMELESS INT. GLAZING SYSTEMSEE SPECINT. STOREFRONT SYSTEM3A9431A943TYP8A943SIM9A943SIM2A943TYP116A913SIM1A913EQEQ7' - 6"WV PORTALFRAMELESS INT GLAZING SYSTEM - SEE SPECCRWOOD SLAT WALLCR11A942TYP1A9132A913TYP1SEE SPEC.INT. STOREFRONT SYSTEMWOOD SLAT WALL1PIPEGRID BELOW CEILINGWV PORTAL1PIPEGRID BELOW CLG.SEE SPECINT. STOREFRONT GLAZING SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEMPIPEGRID BELOW CEILINGPIPEGRID BELOW CEILNGTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:26:32 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A805INTERIOR ELEVATIONS -LEVEL GSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCONSTRUCTION DOCUMENTSSCALE 1/4" = 1'-0"INT ELEV - 007 SOUTH ENTRY - N1SCALE 1/4" = 1'-0"INT ELEV - 007 SOUTH ENTRY - S2SCALE 1/4" = 1'-0"INT ELEV - 009 STAFF WORKROOM - N3SCALE 1/4" = 1'-0"INT ELEV - 009 STAFF WORKROOM - E4SCALE 1/4" = 1'-0"INT ELEV - 009 STAFF WORKROOM - S5SCALE 1/4" = 1'-0"INT ELEV - 009 STAFF WORKROOM - W6SCALE 1/4" = 1'-0"INT ELEV - 010 OPEN COLLAB - N7SCALE 1/4" = 1'-0"INT ELEV - 010 OPEN COLLAB - E8SCALE 1/4" = 1'-0"INT ELEV - 010 OPEN COLLAB - S9SCALE 1/4" = 1'-0"INT ELEV - 010 OPEN COLLAB - W10SCALE 1/4" = 1'-0"INT ELEV - 011 TLR CLASSROOM - N11SCALE 1/4" = 1'-0"INT ELEV - 011 TLR CLASSROOM - E12SCALE 1/4" = 1'-0"INT ELEV - 011 TLR CLASSROOM - S13SCALE 1/4" = 1'-0"INT ELEV - 011 TLR CLASSROOM - W14111NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
CUSTOM BANQUETTE SEATING:SOLID WOOD TABLE W/2" DIA STEEL POST LEG. FLOATING BENCH SEATING W/ UPHOLSTERED CUSHION. 2' - 10"TYPEQFINISHED FIXED PANEL6A940TYP5A940TYPSIMWV MILLWORK WALL - PROVIDE STEEL TUBE WITHIN FOR LATERAL SUPPORT AS REQ'D. REFER TO 8/A901 (SIM)11OPEN TO BEYONDSEE PLANCUSTOM CURVED MILLWORKDOOR INTEGRATED INTO WOOD VENEER PANELSWV PANELING, TYP.SEE PLANCURVED WALLREFRIGERATED CASEWV SHELVING -FIXED, TYP.CUSTOM CURVED MILLWORK CAFE SERVICE COUNTER - SEE MEP FOR POWER, DATA, AND PLUMBING REQUIREMENTS.PROIDE BASE CABINET STORAGE ON BACK SIDE. CURVD WV FRONT PANELS W/ BUTT JOINT SEAMS AS REQ'D. 1-1/2" SSF COUNTERTOP WITH MINIMALLY EASED EDGES.1STAIR 98' - 10"4' - 1"11A960STEEL COLUMN WITH TNTUMESCENT FIREPROOFING - SEE SPEC.1A9406TYPTYP.EQ.7' - 6"1WV PERIODICAL SHELVING, TYP.SELF CHECK OUT KIOSKTYP.EQ.1A9402TYPMICROWAVEREFRIGERATORICE MAKER4"2' - 10"2A940TYPWRAP PIPES AT SINKDISHWASHERMICROWAVEREFRIGERATORSSM COUNTER WITH BACKSPLASH4"2' - 10"2A940TYPWV PANELING, TYP.TYP.EQ.1' - 0"9"2' - 9"9"9"1' - 8"10' - 2"5' - 11"10' - 6"1A943TYP2A943TYP3A943CUSTOM WV LOCKERS WITH INTEGRAL POWER OUTLETSGWB SOFFIT - COORD HT WITH LOCKERS5' - 0"2A944TYP3A944TYPACCOUSTIC WRAPPED PANEL15' - 0"ACCOUSTIC WRAPPED PANELS2A944TYP3A944TYP15' - 0"1A944TYP1WOOD DOOR INTEGRATED INTO MLLWORKWOOD DOOR INTEGRATED INTO MLLWORK1A944TYPTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:27:03 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A811INTERIOR ELEVATIONS -LEVEL 1SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCONSTRUCTION DOCUMENTSSCALE 1/4" = 1'-0"INT ELEV - 101H CAFE SEATING - E1SCALE 1/4" = 1'-0"INT ELEV - 110A READING ROOM - SE2SCALE 1/4" = 1'-0"INT ELEV - 110A READING ROOM - S3SCALE 1/4" = 1'-0"INT ELEV - 110A READING ROOM - N4SCALE 1/4" = 1'-0"INT ELEV - 110A READING ROOM - W5SCALE 1/4" = 1'-0"INT ELEV - 110C CAFE SUPPORT - E6SCALE 1/4" = 1'-0"INT ELEV - 110C CAFE SUPPORT - S7SCALE 1/4" = 1'-0"INT ELEV - 110C CAFE SUPPORT - W8SCALE 1/4" = 1'-0"INT ELEV - 110A LOCKERS - W10SCALE 1/4" = 1'-0"INT ELEV - 11OA LOCKERS - E9SCALE 1/4" = 1'-0"INT ELEV - 102 BROWSING CLASSROOM - N11SCALE 1/4" = 1'-0"INT ELEV - 102 BROWSING CLASSROOM - E12SCALE 1/4" = 1'-0"INT ELEV - 102 BROWSING CLASSROOM - S13SCALE 1/4" = 1'-0"INT ELEV - 102 BROWSING CLASSROOM - W1411111NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
WV PORTALWV PORTAL6A9441FRAMELESS INT. GLAZINGFRAMELESS INT. GLAZING2' - 1"6' - 0"2' - 1"6' - 0"4A944TYP6A9446A944CR4A944TYP5A944TYPWV PORTALSEE SPEC.FRAMELESS INT. GLAZING SYSTEMCUSTOM MILLWORK7' - 6"2' - 8"10A940SIMWV PANELING AT SOFFIT1FINISHED ENDWV TALL CABINET WITH ADJUSTABLE SHELVES4A944TYP1SEE SPEC.FRAMELESS INT. GLAZING SYSTEMEQEQ22A913EQEQ23A91324A913TYP2A9031A9033A903TYPSEE SPECINSULATED STOREFRONT SYSTEM5A913TYP10A903TYP11A903EQEQSEE SPECFRAMELESS INT. GLAZING SYSTEM2' - 10"SEE SPEC.FRAMELESS INT. GLAZING SYSTEMSEE SPEC.FRAMELESS INT. GLAZING SYSTEMWV PANELINGOPEN TO BEYONDOPEN TO BEYOND8' - 0"FULL HT FWP ABOVE COUNTER1A940SIMLOW BOOKCASE - PROVIDE VERTICAL WV TRANSITION BETWEEN T.O. CASE AND T.O. DESK22A9134A91323A91310A913TYP24A913TYP11A9031SEE SPEC.FRAMELESS INT. GLAZING SYSTEMSEE SPECINT. INSULATED STOREFRONT SYSTEMEQEQSEE SPEC.FRAMELESS INT. GLAZING SYSTEMEQEQ4A91324A913TYP5A913TYP22A913ALIGN GLASS PANEL JOINT WITH CENTERLINE OF COLUMN BEYOND23A91321A91324A913TYP5A913TYP22A91322A91323A91311A90311THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:27:30 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A812INTERIOR ELEVATIONS -LEVEL 1SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCONSTRUCTION DOCUMENTSSCALE 1/4" = 1'-0"INT ELEV - 100 EAST ENTRY - N1SCALE 1/4" = 1'-0"INT ELEV - 100 EAST ENTRY - E2SCALE 1/4" = 1'-0"INT ELEV - 100 EAST ENTRY - S3SCALE 1/4" = 1'-0"INT ELEV - 103 CONWAY CENTER - N4SCALE 1/4" = 1'-0"INT ELEV - 103 CONWAY CENTER - E5SCALE 1/4" = 1'-0"INT ELEV - 103 CONWAY CENTER - S6SCALE 1/4" = 1'-0"INT ELEV - 103 CONWAY CENTER - W7SCALE 1/4" = 1'-0"INT ELEV - 106 SC COLLECTIONS WORKROOM - W8SCALE 1/4" = 1'-0"INT ELEV - 106 SC COLLECTIONS WORKROOM - N9SCALE 1/4" = 1'-0"INT ELEV - 106 SC COLLECTIONS WORKROOM - E101NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
UNDERSIDE OF SLABSEE SPECINT. STOREFRONT SYSTEMCOMPACT SHELVINGCOMPACT SHELVINGCOMPACT SHELVINGCOMPACT SHELVINGTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:27:43 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A813INTERIOR ELEVATIONS -LEVEL 1SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCONSTRUCTION DOCUMENTSSCALE 1/4" = 1'-0"INT ELEV - 105 SC SECURE STACKS 105 - N1SCALE 1/4" = 1'-0"INT ELEV - 105 SC SECURE STACKS 105 - E2SCALE 1/4" = 1'-0"INT ELEV - 105 SC SECURE STACKS 105 - S3SCALE 1/4" = 1'-0"WEST ELEVATION - SC SECURE STACKS 105 - LEVEL 14NO. DATE DESCRIPTION
2' - 6"BASE AS SCHEDULED1A940SIM12' - 10"SEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPEC.FRAMELESS INT. GLAZING SYSTEM5A940TYPPRINTER - COUNTERTOP1FINISHED END (BOTH SIDES)TYP.EQ.SEE SPEC.FRAMELESS INT. GLAZING SYSTEMSEE SPEC.FRAMELESS INT. GLAZING SYSTEMWV PORTALSEE SPEC.FRAMELESS INT. GLAZING SYSTEMA9402TYPPRINTER - TABLETOP1WV PANELINGSEE SPECFRAMELESS INT. GLAZING SYSTEMEQEQEQSEE SPEC.FRAMELESS INT. GLAZING SYSTEMFRAMELESS INT. GLAZING SYSTEM - SEE SPEC10A940SIM1WV PORTALEDGE OF SHELVING BEYONDWV PORTALEDGE OF SHELVING BEYOND6A9306A93014A9111SEE SPECINT. STOREFRONT SYSTEMSEE SPEC.INT. STOREFRONT SYSTEMSEE SPEC.FRAMELESS INT. GLAZING SYSTEMSEE SPEC.FRAMELESS INT. GLAZING SYSTEMEQEQEQEQEQEQEQEQWV PANELING10A940SIM14A91114A9111WV PANELINGEQEQEQSEE SPEC.FRAMELESS INT. GLAZING SYSTEMSEE SPEC.FRAMELESS INT. GLAZING SYSTEMFRAMELESS INT. GLAZING SYSTEM - SEE SPEC10A940SIM14A9111BASE AS SCHEDULEDSEE SPECFRAMELESS INT GLAZING SYSTEMMONITOR - SEE TECH PLANSEQEQ4' - 0"FIXED TOP SHELFADJUSTABLE SHELVESCUSTOM WV MILLWORK2A913TYP1A9131' - 0"EDGE OF CUSTOM WV MILLWORK1A940SIMALIGN COUNTER WITH EDGE OF WINDOW TRIM2' - 6"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:28:13 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A814INTERIOR ELEVATIONS -LEVEL 1SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCONSTRUCTION DOCUMENTSSCALE 1/4" = 1'-0"INT ELEV - 107A OFFICE - TYPICAL1SCALE 1/4" = 1'-0"INT ELEV - 107 LIBRARY ADMINISTRATION - N2SCALE 1/4" = 1'-0"INT ELEV - 107 LIBRARY ADMINISTRATION - S3SCALE 1/4" = 1'-0"INT ELEV - 107 LIBRARY ADMINISTRATION - W4SCALE 1/4" = 1'-0"INT ELEV - 107 NC HUB - TLR AND ACADEMIC SUCCESS - N5SCALE 1/4" = 1'-0"INT ELEV - 107 NC HUB - TLR AND ACADEMIC SUCCESS - E7SCALE 1/4" = 1'-0"INT ELEV - 107 NC HUB - TLR AND ACADEMIC SUCCESS - S6SCALE 1/4" = 1'-0"INT ELEV - 107 NC HUB - TLR AND ACADEMIC SUCCESS - W8SCALE 1/4" = 1'-0"9INT ELEV - OFFICE DEAN OFLIBRARIES 107C - ESCALE 1/4" = 1'-0"10INT ELEV - OFFICE DEAN OFLIBRARIES 107C - S1NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
SEE SPEC.FRAMELESS INT. STOREFRONT SYSTEMWV PANELINGSEE SPEC.INT. STOREFRONT SYSTEMEQEQEQEQEQEQEQCLG BEYOND GLASS - REFER TO RCPDOOR ON HOLD OPENCOLUMN (BEYOND GLASS) WITH INTUMESCENT FIREPROOFING6A96011A960A96012A960121A943TYP2A943TYP3A94319A960EQEQEQEQ8' - 0"3' - 0"SEE SPEC.FRAMELESS INT. GLAZING SYSTEMPLASTER FINISH - SEE FINISH PLANSCRWV PORTALCREDGE OF WV SHELVING BEYONDSEE SPECALUM FRAMED STOREFRONT SYSTEMSEE SPECALUM FRAMED STOREFRONT SYSTEM123A91322A913SEE SCHEDULE4' - 0" DOORA9603SEE SPECALUM FRAMED STOREFRONT11A903A960121OPEN TO BEYONDSEE SPEC.INT. STOREFRONT SYSTEMSEE SPECFRAMELESS INT GLAZINGFECCR1CR10A940SIM1OPEN TO BEYONDSEE SPEC.FRAMELESS INT. GLAZINGFECCR10A940SIM1SEE SPECFRAMELESS INT. GLAZING SYSTEM22' - 0 5/8"EQEQEQEQEQEQEQEQEQSEE SPECFRAMELESS INT GLAZING SYSTEM4A91316A913SIMA940181A9135A913TYPFACE OF GWB SOFFIT9' - 4"8' - 0"18A9401SEE SPECFRAMELESS INT GLAZING4A913FACE OF GWB SOFFIT16A913SIM1A91318A913SIMEQEQSEE SPEC.FRAMELESS INT. GLAZING SYSTEMA9401822A91321A91324A913TYP1POCKET FOR DOOR ON HOLD OPEN8' - 0"3' - 0"EQEQEQEQEQ3' - 0"1' - 9"9"9"9"9"9"1' - 0"1' - 6"1' - 6"1' - 2"1' - 2"9"1' - 8"1' - 9"2' - 9"9"9"1' - 2"1' - 0"1' - 0"WINDOW IN RATED WALL, TYP.CR1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:28:37 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A815INTERIOR ELEVATIONS -LEVEL 1SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"INT ELEV - 101 MAIN HALL - N1SCALE 1/4" = 1'-0"INT ELEV - 101 MAIN HALL - S2SCALE 1/4" = 1'-0"INT ELEV - 101 MAIN HALL - W4SCALE 1/4" = 1'-0"INT ELEV - 101 MAIN HALL - E3SCALE 1/4" = 1'-0"INT ELEV - 104 SERVICE POINT SUPPORT - N5SCALE 1/4" = 1'-0"INT ELEV - 104 SERVICE POINT SUPPORT - E6SCALE 1/4" = 1'-0"INT ELEV - 104 SERVICE POINT SUPPORT - S7SCALE 1/4" = 1'-0"INT ELEV - 104 SERVICE POINT SUPPORT - W8SCALE 1/4" = 1'-0"INT ELEV - 101 MAIN HALL - E29NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
SEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECINT. INSULATED STOREFRONT SYSTEMEQEQSEE SPECFRAMELESS INT. GLAZING SYSTEM8' - 0"OPEN TO BEYOND3' - 0"SEE SPECFRAMELESS INT. GLAZING SYSTEMWV WALL PANELING1A940SIM1AWP ABOVE COUNTER FULL HEIGHT22A91323A91321A913EQEQEQSEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECINT. INSULATED STOREFRONT SYSTEMEQEQ112' - 3"RECESSED FIRE EXTINGUISHERWV SHELVINGCARD READER10A940SIM1EQEQ7' - 6"OPEN TO BEYONDOPEN TO BEYONDOPEN TO BEYONDOPEN TO BEYONDSEE SPECFRAMELESS INT. GLASS SYSTEMEQEQEQWV WALL PANELING6' - 0"ELEVATOR CALL LIGHTMONITOR, SEE TECH PLANSELEVATOR CALL BUTTONSMETAL PICKET RAILING (RL-1)STEEL HANGERS W/ INTUMESCENT PAINT FIREPROOFING2A921TYPEQEQEQWV PANELING, TYPCURVED EXTERIOR WALL AND CURVED SHELVING BEYONDCURVED LOW BOOKCASE BEYONDSEE SPECFRAMELESS INTERIOR GLAZING SYSTEM1A9135A913TYP16A913SIMTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:28:56 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A821INTERIOR ELEVATIONS -LEVEL 2SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCONSTRUCTION DOCUMENTSSCALE 1/4" = 1'-0"INT ELEV - 206 SC TECHNOLOGY WORKROOM EAST CORRIDOR- W1SCALE 1/4" = 1'-0"INT ELEV - 206 SC TECHNOLOGY WORKROOM - N2SCALE 1/4" = 1'-0"INT ELEV - 206 SC TECHNOLOGY WORKROOM WEST CORRIDOR- E3SCALE 1/4" = 1'-0"INT ELEV - 201 HALL - E6SCALE 1/4" = 1'-0"INT ELEV - 201 HALL - W7SCALE 1/4" = 1'-0"INT ELEV - 206 SC TECHNOLOGY WORKROOM WEST CORRIDOR- W4111NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
A5336111A942TYPFREAMELESS INTERIOR GLASS SYSTEM - SEE SPEC.TYP.3' - 0"3' - 0"5' - 9 1/4"SEE SPECFRAMELESS INT. GLASS SYSTEM9A940TYP16' - 4"2' - 4"LOCKERS - SEE SPEC1OPEN TO BEYOND8' - 0"SEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECINT. STOREFRONT SYSTEMPROVIDE FROSTED GLASS AT DOOR AND SIDELITE10A940SIM14' - 6 1/4"4' - 6 1/4"4' - 6 1/4"4' - 6 1/4"4' - 0"SEE SPECFRAMELESS INT. GLAZING SYSTEMEQEQSEE SPECFRAMELESS INT. GLAZING SYSTEMEQEQEQSEE SPECFRAMELESS INT. GLAZING SYSTEMUNDERSIDE OF STRUCTURAL DECK8' - 0"A9609SEE SPECFRAMELESS INT. GLAZING SYSTEMUNDERSIDE OF STRUCTURAL DECKEXPOSED BEAM - SEE STRUCT DWGS14' - 11 5/8"EQEQEQEQEQ4A9451EQEQSEE SPECFRAMELESS INT. GLAZING SYSTEMA9609REFER TO 6/A53310A940SIMGWB FLUSH WITH EDGE OF MILLWORK3' - 3"FIXED SHELF3' - 3"4' - 3"CUSTOM LOCKING MILLWORK DISPLAY CASE WITH GLASS FRONT AND ADJUSTABLE GLASS SHELVES - PROVIDE LED STRIP LIGHT AT TOP INSIDE CABINET.WV BASE CABINET WITH DRAWERSPROVIDE WV FINISH AT WALL FACEFRAMELESS INT GLAZINGEQEQ7' - 6"10A940SIM1' - 6"FIXED SHELF3' - 3"10A940SIMREFER TO 6/A533GWB FLUSH WITH EDGE OF MILLWORK3' - 3"FIXED SHELFPROVIDE WV PANELING AT FACE OF WALLFACE OF GWB SOFFITTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:29:26 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A822INTERIOR ELEVATIONS -LEVEL 2SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCONSTRUCTION DOCUMENTSSCALE 1/4" = 1'-0"INT ELEV - 208A REFLECTION ROOM - W1SCALE 1/4" = 1'-0"INT ELEV - 209 SEMINAR ROOM - N2SCALE 1/4" = 1'-0"INT ELEV - 209 SEMINAR ROOM - S3SCALE 1/4" = 1'-0"INT ELEV - 209 SEMINAR ROOM - W4SCALE 1/4" = 1'-0"INT ELEV - 210 READING ROOM LOCKERS - E5SCALE 1/4" = 1'-0"INT ELEV - 207 HALL - W6SCALE 1/4" = 1'-0"INT ELEV - 204 SC EXHIBIT - N7SCALE 1/4" = 1'-0"INT ELEV - 204 SC EXHIBIT - E8SCALE 1/4" = 1'-0"INT ELEV - 204 SC EXHIBIT - S9SCALE 1/4" = 1'-0"INT ELEV - 204 SC EXHIBIT - W10SCALE 1/4" = 1'-0"INT ELEV - CAVERNO 208B - S11SCALE 1/4" = 1'-0"INT ELEV - CAVERNO 208B - E12SCALE 1/4" = 1'-0"INT ELEV - CAVERNO 208B - N13SCALE 1/4" = 1'-0"INT ELEV - CAVERNO 208B - W141NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
7' - 6"SEE SPECINT. STOREFRONT SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEM10' - 9 7/8"EQEQ7' - 6"10' - 9 7/8"EQEQSEE SPECINT. STOREFRONT SYSTEM9' - 4 1/2"8A940TYP11A942TYPCUSTOM READING NOOK UPHOLSTERED BANQUETTE SEATING, TYP. PROVIDE INTEGRAL POWER OUTLETS AND READING LAMP AS NOTEDA94211TYP18A940TYP11A942TYPCUSTOM READING NOOK UPHOLSTERED BANQUETTE SEATING, TYP. PROVIDE INTEGRAL POWER OUTLETS AND READING LAMP AS NOTED14' - 0"6' - 0"3' - 0"3' - 0"3' - 0"3' - 0"1' - 8"7' - 6"SEE SPECFRAMELESS INT. GLAZING SYSTEM16A913SIM5A913TYPRAMP BEYONDSTAIR 11STAIR 113' - 6"TOP OF LOW PARTITION TO FOLLOW ELEVATION OF RAMP (BEYOND)A9408TYPSTAIR 9SEE SPECINT STOREFRONT SYSTEM1113' - 0"3' - 0"6' - 0"3' - 0"3' - 0"1' - 8"7' - 6"PIPEGRID BELOW FINISHED CEILING -REFFER TO RCPTALL MILLWORK CABINET WITH ADJUSTABLE SHELVING, TYP.END UNIT TO BE USED FOR AV STORAGE - PROVIDE CUTOUTS IN SHOP FOR OUTLETS AND COORDINATE VENTILATION DETAIL WITH ARCHITECT.7' - 6"PIPEGRID BELOW FINISHED CEILING -REFER TO RCPALIGNEQEQEQMILLWORK13A9405A940TYP11PIPEGRID BELOW FINISHED CEILING -REFER TO RCPA94013SIM3' - 0"1PIPEGRID BELOW FINISHED CELING -REFER TO RCPEQEQEQEQSEE SPECFRAMELESS INTERIOR GLAZING SYSTEMSEE SPECINT. INSULATED STOREFRONT SYSTEMEQEQEQSEE SPECFRAMELESS INT. GLAZING SYSTEM8' - 0"22A9135A913TYP21A91324A913TYP2A90310A903TYP1A9033A903TYPMONITOR - SEE TECH DWGS6' - 0"22A9135A913TYP21A91324A913TYP111THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:29:52 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A831INTERIOR ELEVATIONS -LEVEL 3SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"INT ELEV - 310 OPEN READING ROOM - S1SCALE 1/4" = 1'-0"INT ELEV - 302 COLLOCOTT READING RM - N2SCALE 1/4" = 1'-0"INT ELEV - 302 COLLOCOTT READING RM - E3SCALE 1/4" = 1'-0"INT ELEV - 302 COLLOCOTT READING RM - S4SCALE 1/4" = 1'-0"INT ELEV - 302 COLLOCOTT READING RM - W5SCALE 1/4" = 1'-0"INT ELEV - 303 SPECIAL COLLECTIONS CLASSROOM - N6SCALE 1/4" = 1'-0"INT ELEV - 303 SPECIAL COLLECTIONS CLASSROOM - W9SCALE 1/4" = 1'-0"INT ELEV - 303 SPECIAL COLLECTIONS CLASSROOM - S8SCALE 1/4" = 1'-0"INT ELEV - 303 SPECIAL COLLECTIONS CLASSROOM - E7SCALE 1/4" = 1'-0"INT ELEV - 306 SC STAFF WORKROOM - W10NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
8' - 0"EQEQSEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEMCRSEE SPECFRAMELESS INT. GLAZING10A913TYP4A9135A913TYP1EQEQEQ13' - 5"SEE SPECFRAMELESS INT. GLAZING SYSTEM10A913TYP1EQEQ8' - 9"EQEQSEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECINT. INSULATED STOREFRONT SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEM17' - 6"1' - 6"SEE SPECFRAMELESS INT. GLAZING SYSTEMWV SHELVING10A940SIMFRAMELESS TRANSOM ABOVE SHELVING17' - 6"3' - 0"FINISHED END7' - 6"SEE SPECINT. STOREFRONT SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEMEQEQEQEQ7' - 9 1/8"8' - 9"2' - 10"3' - 0"3' - 0"3' - 0"A9402TYPA94010SIMSEE SPECFRAMELESS INT. GLAZING SYSTEMA9401SIMSEE SPECFRAMELESS INT. GLAZING SYSTEM1A940SIM1MICROWAVE - PROVIDE POWER AT BACK OF CABINETUNDER CABINET LIGHTING - SEE SPEC7' - 6"COFEE MAKERSEE SPECFRAMELESS INT. GLAZING SYSTEMBUILT-IN DISHWASHER. PROVIDE WOOD VENEER ON 3/4" MARINE GRADE SUBSTRATE MOUNTED TO APPLIANCE17' - 3 7/8"2' - 6"EQEQEQEQ2' - 6"BUILT IN PANEL REFRIGERATOR.PROVIDE WOOD VENEER ON 3/4" SUBSTRATE MOUNTED TO APPLIANCE. PROVIDE METAL PULL ATTACHED TO DOORS.FILTERED WATER FAUCET AT SINK - SEE PLUM.8A945TYP9A945TYP5A945TYP6A945TYPFINISHED END PANELSFINISHED END PANELSADA FRONT ACCESS . PROVIDE FASCIA.7A945TYP5' - 8"MONITOR - REFER TO TECH PLANS2' - 6"EQ - TYP9A940TYP5' - 8"EQ - TYP2' - 6"MONITOR - REFER TO TECH PLANS9A940TYPMONITOR - REFER TO TECH PLANS5' - 8"2' - 6"EQ - TYP.9A940TYP5' - 8"EQ - TYP.2' - 6"MONITOR - REFER TO TECH PLANS9A940TYPWV PORTALEDGE OF WV SHELVING BEYONDFIXED FINISHED END PANELSOPEN10A940SIM2' - 10"4' - 0"EQEQFACE OF GWB SOFFITSEE SPECFRAMELESS INT. GLAZING SYSTEMCUSTOM ALUMINUM RACEWAY -COORDINATE MOUNTING OF DEVICES WITH ARCHITECT1' - 0"4' - 0"STST16A913SIM15A913TYP14A913TYP5A913TYP1A913SUSPENDED FABRIC WRAPPED ACOUSTIC CEILING PANEL - COORDINATE SIZE AND LOCATION WITH MEP POWER POLE - ALIGN WITH VERTICAL MULLION IN INSULATED STOREFRONT WALL, BEHINDPOWER POLE (NO MULLION BEHIND)9' - 4"FACE OF GWB SOFFITSEE SPECINSULATED STOREFRONT SYSTEMEQ 2EQ 2EQ 2EQEQEQEQ15A913TYPDOOR5' - 0"EQ3EQ34A903SIM6A903TYP4A903SIM18A912THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:30:25 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A832INTERIOR ELEVATIONS -LEVEL 3SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"INT ELEV - 307 SPECIAL COLLECTIONS READING ROOM - N1SCALE 1/4" = 1'-0"INT ELEV - 307 SPECIAL COLLECTIONS READING ROOM - E2SCALE 1/4" = 1'-0"INT ELEV - 308 SPECIAL COLLECTIONS ENTRY - E3SCALE 1/4" = 1'-0"INT ELEV - 309 DISCOVERY & ACCESS - N4SCALE 1/4" = 1'-0"INT ELEV - 309 DISCOVERY & ACCESS - E5SCALE 1/4" = 1'-0"INT ELEV - 309 DISCOVERY & ACCESS -S6SCALE 1/4" = 1'-0"INT ELEV - 309F STAFF ROOM - N7SCALE 1/4" = 1'-0"INT ELEV - 309F STAFF ROOM - S8SCALE 1/4" = 1'-0"INT ELEV - 310C COLLAB ROOM - E9SCALE 1/4" = 1'-0"INT ELEV - 310B COLLAB ROOM - W10SCALE 1/4" = 1'-0"INT ELEV - 301E GROUP STUDY - E12SCALE 1/4" = 1'-0"INT ELEV - 301D GROUP STUDY - W13SCALE 1/4" = 1'-0"INT ELEV 309A INTER LIBRARY LOAN - N111SCALE 1/4" = 1'-0"INT ELEV - CONSULT 307C - W14SCALE 1/4" = 1'-0"INT ELEV - CONSULT 307C / 307D / MEETING ROOM 307B- N151GWB PARTITIONNO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
SEE SPECINT. STOREFRONT SYSTEMSEE SPEC.FRAMELESS INT. GLAZING SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECINT. STOREFRONT SYSTEM7' - 6"5' - 8"ELEVATOR CALL LIGHTELEVATOR CALL BUTTONMONITOR - SEE TECH PLANSWV WALL PANELING, TYP.OPEN TO BEYONDSEE SPECINT. STOREFRONT SYSTEM2' - 3"RECESSED FIRE EXTINGUISHERCARD READERCR4A94110A940SIM1OPEN TO BEYONDOPEN TO BEYOND4' - 0"EQEQEQEQSEE SPECFRAMELESS INT. GLAZING SYSTEMCR7' - 6"1CRWV PORTALEDGE OF WV SHELVING BEYOND1SEE SPECINT. STOREFRONT SYSTEMOPEN TOBEYOND2' - 0"RECESSED FIRE EXTINGUISHERCRCRFRAMELESS INT GLAZING SYSTEM - SEE SPEC10A940SIM1LOCKERS - SEE SPECWV WALL PANELS - TYP.9' - 0"EQEQEQEQEQSEE SPECFRAMELESS INT. GLAZING SYSTEMMONITOR - SEE TECH PLANS FOR MONITOR SIZE AND MOUNTING HEIGHTFACE OF GWB SOFFITSYSTEM - SEE SPECFRAMELESS INT GLAZING9A940TYP13A94014' - 4 1/2"4' - 4 1/2"9' - 6"SEE SPECFRAMELESS INT. GLAZING SYSTEMA940131UNDERSIDE OF STRUCTURAL DECK2' - 6"1A940SIM1WIRE MOLD OUTLETS8' - 0"1' - 6"SEE SPECFRAMELESS INT. GLAZING SYSTEMEQEQEQUNDERSIDE OF STRUCTURAL DECKEQEQEQ9' - 0"SEE SPECFRAMELESS INT. GLAZING SYSTEMUNDERSIDE OF STRUCTURAL DECKTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:30:51 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A833INTERIOR ELEVATIONS -LEVEL 3SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"INT ELEV - 301 MAIN HALL - N1SCALE 1/4" = 1'-0"INT ELEV - 301 MAIN HALL - E2SCALE 1/4" = 1'-0"INT ELEV - 301 MAIN HALL - S3SCALE 1/4" = 1'-0"INT ELEV - 301 MAIN HALL - W4SCALE 1/4" = 1'-0"INT ELEV - 301 MAIN HALL - E (2)5SCALE 1/4" = 1'-0"INT ELEV - 304 SC CLASSROOM - E6SCALE 1/4" = 1'-0"INT ELEV - 304 SC CLASSROOM - S7SCALE 1/4" = 1'-0"INT ELEV - 304 SC CLASSROOM - W8SCALE 1/4" = 1'-0"INT ELEV - 304A EXHIBIT PREP - N9SCALE 1/4" = 1'-0"INT ELEV - 304A EXHIBIT PREP - E10SCALE 1/4" = 1'-0"INT ELEV - 304A EXHIBIT PREP - W11NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
PLASTER FINISH AT WALL - SEE FINISH PLANSSTEEL COLUMN W/ INTUMESCENT FIREPROOFING, TYP. - SEE STRUCTURALOPEN TO BEYONDOPEN TO BEYONDSTEEL COLUMN W/ INTUMESCENT FIREPROOFING, TYP. - SEE STRUCTURAL15' - 0"RECESSED FIRE EXTINGUISHER10A940SIM11A942TYP1STEEL COLUMN W/ INTUMESCENT FIREPROOFING, TYP. - SEE STRUCTURAL11A94010SIMTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:31:03 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A841INTERIOR ELEVATIONS -LEVEL 4SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"401 WEST1SCALE 1/4" = 1'-0"401 NORTH2SCALE 1/4" = 1'-0"401 EAST3SCALE 1/4" = 1'-0"401 SOUTH4NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
3 3/4"1A2-0U494 (2 1/2" INSUL)AT 1 HR RATED PARTITIONSUL DESIGNATION STC1A2-12.PARTITION TYPEREFER TO A100 SERIES FOR PARTITION TYPES AND LOCATIONS OF FIRE RATED PARTITIONS AND SMOKE BARRIERS. COORDINATE WITH ARCHITECT FOR TYPE AT ANY UNTAGGED PARTITIONS. 3. INTERSECTION OF DISSIMILAR PARTITION TYPES:AT INTERSECTION OF DISSIMILAR PARTITION TYPES, HIGHEST RATED PARTITION ISTO RUN THROUGH THE INTERSECTION TO MAINTAIN ENCLOSURE. MAINTAIN RATINGOF RATED PARTITION AT INTERSECTION WITH COLUMN ENCLOSURES BYEXTENDING RATED CLOSURE AS REQUIRED.4. FIRE-RATED PARTITIONSFIRE-RATED PARTITIONS SHALL BE CONSTRUCTED ACCORDING TO THE FIRE TESTINDICATED. NO SUBSTITUTIONS OF MATERIALS OR DEVIATIONS FROMCONSTRUCTION ARE ALLOWED EXCEPT THAT THICKER GWB WITH ADJUSTMENT TOFASTENER LENGTH AND/OR DEEPER STUDS MAY BE USED, AND SOUNDATTENUATION BLANKETS MAY BE ADDED. ADDITIONALLAYERS MAY BE REQUIRED FOR ACOUSTICAL OR OTHER REASONS AND MUST BE EXECUTED AS SHOWN.5. STUDS SHALL BE LOCATED SO AS NOT TO CONFLICT WITH FLUSH-MOUNTED ITEMSSUCH AS FIRE HOSE CABINETS, TOILET ACCESSORIES AND THE LIKE. PROVIDEBLOCKING, METAL SUPPORT STRAPS OR OTHER HARDWARE CAPABLE OF SUPPORTING THE LOAD SAFELY.6. WHERE SPACE IS TOO TIGHT TO ALLOW STUDS TO BYPASS STRUCTURAL ELEMENTSSUCH AS COLUMNS OR STRUCTURAL BRACING, FRAMING SHALL BE CONFIGURED ASAN INFILL BETWEEN THESE ELEMENTS, ALLOWING THE WALLBOARD TO BYPASS THEINTERRUPTION PROVIDE ADDITIONAL SUPPORT IF THE STUDS EXCEED 16" OC.7. SOUND ATTENUATION BLANKET (SAB) THICKNESS SHALL BE:a. 1 1/2" FOR PARTITIONS W/ 1 5/8" OR 2 1/2" STUDS (INCLUDING SHAFTWALLS) b. 3 1/2" FOR PARTITIONS W/ 3 5/8" STUDS AND 3 1/2" FOR SHAFTWALLS W/ 4"STUDS UNOc.5 1/2" FOR PARTITIONS W/ 6" STUDS AND 5 1/2" FOR SHAFTWALLS W 6" STUDS UNO8.SOUND TRANSMISSION COEFFICIENT (STC) RATINGS:STC RATINGS ARE MINIMUM ACOUSTICAL PERFORMANCE REQUIREMENT.9.CEMENTITIOUS BACKER UNITS (CBU):PROVIDE CEMENTITIOUS BACKER UNITS (CBU) IN AREAS SUBJECT EXPOSED TO MOISTURE, SUCH AS SHOWERS, TUBS, JANITORS' CLOSETS, TOILET PLUMBING WALLS AND SIMILAR WET AREAS WHERE TILE IS USED. REFER TO FINISH SCHEDULE FOR FINISHES AT WET AREAS. CONTINUE CBU IN WET AREAS TO A CORNER MEETING A DRY PARTITION. THE HEIGHT OF CBU IS TO EXTEND TO LIMITS OF THE SHOWN FINISHED MATERIAL (I.E. CERAMIC TILE).10.MOISTURE RESISTANT BOARD (MR):PROVIDE MOISTURE RESISTANT BOARD (MR) IN AREAS EXPOSED TO MOISTURE THATDO NOT HAVE TILE OR EPOXY PAINT AND REQUIRE A SMOOTH FINISH.11.WHERE TWO DIFFERENT PARTITION SYSTEMS ABUT, THE FINISH FACES SHALL ALIGN.12.DETAILSTYPICAL DETAILS APPLY TO ALL PARTITION TYPES. DETAILS ARE DIAGRAMMATIC -PRECISE REQUIREMENTS OF TEST ASSEMBLIES SHALL GOVERN.MTL STUDSWD STUDSCMUHAT CHANNELSHAFTWALL C-H STUDS16" OC16" OCN/A 16" OC24" OCMATERIALNOTES1. PARTITION TYPE DESIGNATION:1A3PARTITION TYPE GRAPHIC TAGSIZE DESIGNATOR(SEE FRAMING TABLE BELOW) # = RATING DESIGNATOR (SEE RATING TABLE BELOW) F = FIRE PARTITION B = SMOKE BARRIER P = SMOKE PARTITION1A3-1PARTITION TYPESUB-TYPE(SEE SUB-TYPE TABLE BELOW)GWB EACH SIDEMTL STUDSSABCBU4 7/8"1A3-01A3-1U442 W/ CBU 45 7 1/4"1A6-01A6-15"2A2-02A2-2GWB (2) LAYERS EACH SIDEMTL STUDSSABCBU2A3-02A3-22A6-02A6-2U411 55 6 1/8"8 1/2"GWBMTL FURRING CHANNELSNEW OR EXISTING WALL, SEE PLANS1 5/8" 8A0-0SHIM IF REQD TO MEET SPECIFIED TOLERANCES1 5/8"2 1/2"3 5/8"4"6"8"2x42x63 5/8"5 5/8"7 5/8"11 5/8"7/8"1 1/2"2 1/2"4"6"123468464681201246ACTUAL SIZEDESIGNATION SIZEFRAMING TABLETYPE 8: FURRINGTYPE 1: STUD PARTITIONSTYPE 4: (NOT USED)4 1/4"12A2-0SABGWB @ 13X6-2GWB EACH SIDEMTL STUDS5 3/8"12A3-11/2" RESILIENT CHANNELS7 3/4"12A6-1U419 528 3/8"12A6-2U419 52GENERAL NOTES* NOTE: CBU DOES NOT PROVIDE FIRE RATING WITHOUT SAB. * NOTE: CBU DOES NOT PROVIDE FIRE RATING WITHOUT SAB.2 1/2" 8A2-0U465 45 U442 W/ CBU 47 U465 47U474 W/ CBU U41155U474 W/ CBU TYPE 2: STUD PARTITIONSU419 52U419 529 1/4"1A8-01A8-1U442 W/ CBU U465 RATED PARTITIONSUL DESIGNATION STC5 1/2"13A2-2SABGWB @ 14X6-2GWB (2) LAYERS EACH SIDEMTL STUDSU4546 5/8"13A3-2U4541/2" RESILIENT CHANNELS9"13A6-2U45460AT 2 HR RATED PARTITIONSUL DESIGNATION STCTYPE 3: CHASE WALLSTYPE 12: ACOUSTIC PARTITIONTYPE 13: ACOUSTIC PARTITION3 5/8"10A4-0CMU, EXACT CORE CONFIGURATION VARIES W/ UL REQUIREMENTSHORIZ & VERT REINFORCING & CELL GROUTING (SEE STRUCTURAL)5 5/8"10A6-2U906 7 5/8"10A8-2U90510A8-3U90410A8-4U901 11 5/8"10A12-4U901 TYPE 10: CMU PARTITIONSMASONRY FILL AS REQD BY VARIOUS UL CONFIGURATIONSRATED PARTITIONSUL DESIGNATION STCTYPE 11: ACOUSTIC PARTITION7 1/4"11A2-1SABADDITIONAL LAYER GWB EACH SIDE @ 11A3-2 -STAGGER JOINTS BY 16" MIN.GWB EACH SIDEMTL STUDS, PROVIDE SEPARATE FLOOR & CLG RUNNERS FOR EACH ROW OF STUDS9 1/2"11A3-2U493601" MIN8", TYP 8", TYPU493LATERAL BRACING AT THIRD POINTS IN EACH ROW OF STUDSRATED PARTITIONSUL DESIGNATION STCNOTE:GYPSUM BOARD THICKNESS SHALL BE 5/8" UNLESS OTHERWISE NOTED. USE TYPE 'X' ONALL PARTITIONS, UNO. TYPICAL NON-RATED PARTITION INCLUDES SOUND ATTENUATION BLANKETS, ACOUSTIC SEAL AT PENETRATIONS AND BOUNDARY OF PARTITIONREFER TO THE FLOOR AND CODE PLANS FOR LOCATION OF PARTITION TYPES AND REQUIREMENTS FOR FIRE BARRIERS (#), FIRE PARTITION (F), SMOKE BARRIERS (B), SMOKE PARTITIONS (P).SUB-TYPE TABLE45 4755 55 GROUTA -TYPICAL, NON-RATED PARTITION• NOT A FIRE RATED ASSEMBLY• ACOUSTICAL SEAL AT PENETRATIONS• ACOUSTICAL SEAL AT BOUNDARY OF PARTITION1 - FIRE BARRIER - 1 HOUR• 1 HR UL APPROVED FIRE RATED ASSEMBLY• FIRE SEAL PENETRATIONS WITH UL APPROVED ASSEMBLIES• FIRE SEAL BOUNDARY OF PARTITION WITH UL APPROVED ASSEMBLIES 2 - FIRE BARRIER - 2 HOUR• 2 HR UL APPROVED FIRE RATED ASSEMBLY• FIRE SEAL PENETRATIONS WITH UL APPROVED ASSEMBLIES• FIRE SEAL BOUNDARY OF PARTITION WITH UL APPROVED ASSEMBLIESP - SMOKE PARTITION • NOT A FIRE RATED ASSEMBLY• SEAL PENETRATIONS WITH APPROVED MATERIAL• SEAL BOUNDARY OF PARTITION WITH APPROVED MATERIALPARTITION EXTENDED UP TO UNDERSIDE OF STRUCTURE ABOVEPARTITION FRAMING FULL HEIGHT, GWB TO 5" ABOVE CEILINGPARTIAL HEIGHT PARTITION (SEE INTERIOR ELEVATIONS)ADDITIONAL LAYER OF 5/8" GWB ON ONE SIDESUB-TYPEDESCRIPTION OF SUB-TYPESABCDADDITIONAL LAYER 5/8" GWB WHERE NOTED (SUBTYPE D)U411 55 TYPE 5: (NOT USED)4 7/8"6 5/8"6A4-06A4-16A6-06A6-1GWBMTL CH STUDSSAB1" GWB LINER PANELTYPE 6: SHAFT WALLS3 1/8"6A2-06A2-1U46947U46947AT 1 HR RATED PARTITIONSUL DESIGNATION STC4747GWB (2) LAYERSMTL CH STUDSSABCBU5 1/4"7 1/4"7A4-07A4-27A6-07A6-21" GWB LINER PANELU43852U459 W/ CBUU43852U459 W/ CBUAT 4 HR RATED PARTITIONSUL DESIGNATION STCTYPE 7: SHAFT WALLS3 3/4"7A2-07A2-25252GWBMTL STUDSNEW OR EXISTING WALL, SEE PLANS FOR LOCATIONS. PROVIDE MIN 1/2" SHEATHING AND VAPOR BARRIER AT SUBTYPE E.BRACING WHERE REQ'DCBU2 1/4" 9A1-03 1/8" 9A2-04 1/4"9A3-0TYPE 9: FURRINGVAPOR BARRIER AT CORRIDOR SIDE (SEE PLAN)EPROVIDE 3" INSULATION AND VAPOR BARRIER ATTACHED TO STUDS AT LOCATIONS NOTED ON PLAN (SUBTYPE E). AVOID PENETRATIONS IN WALL AT VAPOR BARRIER.CORRIDOR PROVIDE 3" INSULATION AND VAPOR BARRIER ATTACHED TO STUDS AT LOCATIONS NOTED ON PLAN (SUBTYPE E). AVOID PENETRATIONS IN WALL AT VAPOR BARRIER.CORRIDOR PROVIDE 3" INSULATION W/ VAPOR BARRIER AT LOCATIONS NOTED ON PLAN.SHAFT PROVIDE 3" INSULATION W/ VAPOR BARRIER AT LOCATIONS NOTED ON PLAN.SHAFT SOUND ATTENUATION BLANKET - PROVIDE 3" BATT INSULATION AT SUBTYPE E5/8" GWB (2) LAYERS EACH SIDEMETAL STUD BRACING @ 4'-0" OC MAX VERTICALLYSOUND ATTENUATION BLANKET, SEE NOTE 13 FOR THICKNESS5/8" CBU AT CT, SEE NOTE 14, SEE FINISH SCHEDULEMETAL STUDS, SEE NOTE 2PROVIDE FLOOR & CLG RUNNERS FOR EACH ROW OF STUDS3A3-214"RATED PARTITIONSUL DESIGNATION STC2 COATS BLOCK SEALER EACH SIDEAT 1 HR RATED PARTITIONSUL DESIGNATION STCADDITIONAL LAYER 5/8" GWB WHERE NOTED (SUBTYPE D) - STAGGER JOINTS BY 16" MIN.THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 3" = 1'-0"4/6/2018 12:31:09 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A900PARTITION TYPES ANDDETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETNO. DATE DESCRIPTION
CONCRETEMETAL DECKACOUSTICAL INSULATION ACOUSTICAL SEALANTEACH SIDEPARTITION - SEE PARTITION TYPEFOR DESCRIPTION14 GA GALV STEEL CLOSUREPERPENDICULAR TO DECK FLUTESMETAL DECK BEYONDMETAL RUNNERPARALLEL TO DECK FLUTES163/256"IF NO CLOSURE PLATE IS USED, CRENELATEGWB TO DECKCONCRETEMETAL DECKACOUSTICAL INSULATION ACOUSTICAL SEALANTEACH SIDEPARTITION - SEE PARTITION TYPEFOR DESCRIPTION14 GA GALV STEEL CLOSUREPERPENDICULAR TO DECK FLUTESMETAL DECK BEYONDMETAL RUNNERPARALLEL TO DECK FLUTES163/256"IF NO CLOSURE PLATE IS USED, CRENELATEGWB TO DECKCONCRETE MTL DECKCONTINUOUS MIN 0.035" THICK GALV STEEL PLATEMETAL RUNNERSPRAY-APPLIED FIREPROOFING FOR UL TESTS #HW-D-0050 & 0100 PARTITION - SEE PARTITIONTYPE FOR DESCRIPTIONNOTE: SIM TO FIRE TESTS:UL #HW-D-0001 - 1 HOUR (SHOWN)UL #HW-D-0002 - 2 HOURS (SIM)UL #HW-D-0050 - 1,2,3 OR 4 HOURS (SIM)5/8"MIN 2 1/2" x 2 1/2"RESTRAINING ANGLEUL APPROVED SEALANTTO COVER FORMING MATERIALMIN 2 1/2" WIDE GWB NOTE: SIM TO FIRE TEST: UL #HW-D-0100 - 1,2,3 OR 4 HOURSUL APPROVEDFORMING MATERIAL PARALLEL TODECK FLUTESPERPENDICULARTO DECK FLUTES2 113/256"2 HOUR SYSTEM:UL APPROVED PACKING MATL AND FILL, VOID OR CAVITY MAT'L (SHOWN) OR FILL, VOID OR CAVITY MATERIAL AND BOND BREAKER TAPECONCRETE STRUCTUREPARTITION - SEE PARTITION TYPE FOR DESCRIPTIONNOTE: FIRE TEST: UL # HW-D-0016 (1 AND 2 HOURS)1" MAXMETAL RUNNER1 HOUR SYSTEM:UL APPROVED FILL, VOID OR CAVITY MATERIAL WITH OPTIONAL BOND BREAKER TAPETOP OF STUDSUL APPROVED FILL, VOID, OR CAVITY MATERIAL EA SIDELIGHT GAUGE FRAMING DEFLECTION TRACKGWB WALL CLADDING FASTENED TO DEFLECTION TRACK ONLYNOTE: FIRE TEST: UL # HW-D-0119 (1, 2 & 3 HOURS)4"UL TEST CONFIGURATION 'C' METAL STUD WALLSHAFT WALL2 HR SYSTEMSHOWN THIS SIDE1 HR SYSTEMSHOWN THIS SIDECONCRETESPRAYED-ONFIRE PROOFINGSTEEL BEAMPOWDER-ACTUATEDFASTENERS @ 24" OC OR EQUIVALENT WELDINGMETAL 'J' TRACK ATTACHED TO BEAM OR PLATE BEFORE FIREPROOFINGPARTITION - SEE PARTITION TYPE FOR DESCRIPTIONNOTE: SHAFTWALL SHOWN; METAL STUD WALL SIMILARSTEEL BEAM WITH WALL BELOWSTEEL BEAM WITH OFFSET WALLNOTE: 2 HOUR RATING PER USG PRODUCT MANUAL14 GA CONTINUOUS STL PLATEMTL DECK BEYOND1 1/2" MIN. - 8" MAX.UL APPROVED FILL, VOID OR CAVITY MATERIAL FOR HW-D-0001 & 0002 - EACH SIDECONCRETEMETAL DECKMIN 0.035" THICK GALV STEEL PLATECUT STUDS & GWB SHORT TO PROVIDE PERIMETER RELIEFSPRAY-APPLIED FIREPROOFINGFOR UL TESTS #HW-D-0050 & 0100 -12" MIN EA SIDE OF PARTITIONPARTITION - SEE PARTITION TYPE FOR DESCRIPTIONNOTE: FIRE TEST: UL #HW-D-0100: 1, 2, 3, 4 HRSNOTE: FIRE TESTS:UL #HW-D-0001 - 1 HR (SHOWN)UL #HW-D-0002 - 2 HR (SIMILAR)UL #HW-D-0050 - 1, 2, 3, 4 HRS (SIMILAR)PARALLEL TODECK FLUTESPERPENDICULARTO DECK FLUTESUL APPROVED BATTINSULATIONMIN. 2 1/2" X 2 1/2" GALV STL RESTRAINING ANGLESMETAL RUNNER2 1/2" WIDE GWB( 1 HOUR SHOWN)UL APPROVED SEALANT TOCOVER FORMING MATERIALCONCRETEMETAL DECK"Z" FURRING CLIPSMAX 24" OCUL APPROVED FILL, VOID, OR CAVITY MATERIAL EA SIDEUL APPROVED FORMINGMATERIALLIGHT GAUGE FRAMING DEFLECTION TRACKGWB WALL CLADDING FASTENED TO DEFLECTION TRACK ONLYPARTITION (SEE PARTITION TYPE FOR DESCRIPTION)GWB CUT TO THE CONTOUR OF THE DECK FLUTESNOTE: FIRE TEST: UL # HW-D-0119 (1, 2 & 3 HOURS)4"1/8" TO 1/2" TYPPARALLEL TODECK FLUTESPERPENDICULARTO DECK FLUTES3 255/256"UL TEST CONFIGURATION 'A' UL TEST CONFIGURATION 'B' HARDWOOD CAP - STAINEDGWB PARTITION (SEE PLAN FOR TYPE)PROVIDE STEEL TUBE IN WALL AT LOCATIONS WITH FREE END AND AS REQ'D FOR LATERAL STABILITYFT WOOD BLOCKINGELEV. AFF SEE ELEVATIONS1"1/4"ALIGNPROVIDE J BEAD AT EXPOSED GWB EDGESECTIONPLAN8" STEEL BASE PLATEHSS 3X2X1/4 WELD TO 1/4" STEEL BASE PLATE. ANCHOR TO SLAB BELOW WITH CONCRETE EXPANSION BOLTS2"PROVIDE EXTRA LAYER OF GWB AT RATED WALLSMDF BASE - PAINT TO MATCH WALL. U.N.O. ATTACH DIRECTLY TO STUD WITH CONSEALED HDWR.2"1/4"FINISH FLOORALIGNPROVIDE SEALANT AS REQUIREDTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:31:17 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A901TYP. PARTITION DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3" = 1'-0"NON-RATED STUD WALL AT METAL DECK1SCALE 3" = 1'-0"NON-RATED STUD WALL AT CONCRETE STRUCTURE2SCALE 3" = 1'-0"METAL STUD CHASE WALL AT METAL DECK3SCALE 3" = 1'-0"FIRE-RATED WALLS AT CONCRETE STRUCTURE4SCALE 3" = 1'-0"FIRE-RATED STUD WALLS AT STEEL BEAMS5SCALE 3" = 1'-0"FIRE-RATED STUD WALL AT METAL DECK6SCALE 3" = 1'-0"FIRE-RATED SHAFT WALL AT METAL DECK7SCALE 3" = 1'-0"PARTITION SUBTYPE C8SCALE 6" = 1'-0"TYP BASE DETAIL91NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
SCHEDULED GLAZING (1" INTERIOR IGU)FINISHED FLOOR - DEPTH OF ASSEMBLY MAY VARYT.O. STRUCTURAL SLABT.O. FINISH FLOORRECESSED INSULATED STOREFRONT BASE RAIL, ANCHORED TO FLOOR. PROVIDE CONTINUOUS SEALANT BEAD AT PERIMETEREDGE OF SCHEDULED PARTITION BEYOND - SEE PLANEDGE OF ALUM FRAME RECESSED IN WALL BEYONDCORRIDOR SIDE2 1/2" U.N.O.SCHEDULED GLAZING (1" INTERIOR IGU)FINISHED FLOOR - DEPTH OF ASSEMBLY MAY VARYT.O. STRUCTURAL SLAB - SEAL WITH CLEAR EPOXYSCHEDULED PARTITION BEYOND - SEE PLANT.O. FINISH FLOORINSULATED STOREFRONT BASE RAIL, ANCHORED TO FLOOR. PROVIDE CONTINUOUS SEALANT BEAD AT PERIMETERPOLISHED CONCRETE TOPPING SLAB -FINISH VISIBLE RETURN EDGEEDGE OF WALL BEYONDEDGE OF ALUM FRAME RECESSED IN WALL BEYOND2 1/2"2"2"EDGE OF LIBRARY MOBILE SHELVING+/- 1"GWB FACE W/ PLASTER FINISHCOL.ALUMINUM INTERMEDIATE MULLION1 7/8"SCHEDULED GLAZINGSTEEL REINFORCING AS RECOMMENDED BY SYSTEM MFGRALUMINUM INTERMEDIATE MULLION1 7/8"SCHEDULED GLAZINGVERTICALHORIZONTALSCHEDULED CLGSEE RCPALIGN.SCHEDULED PARTITIONRECESSED INSULATED STOREFRONT HEAD EXTRUSION - ANCHOR TO STUD IN WALLSCHEDULED GLAZINGPROVIDE CONTINUOUS SEALANT AT EDGESRECESSED JAMB RAIL BEYONDCONTINUOUS VAPOR BARRIER OVER 1/2" SHEATHING CORRIDOR SIDESANDWICH VAPOR BARRIER STARTER COURSE BETWEEN 2 LAYERS BUTYL TAPE2"RECESSED INSULATED STOREFRONT JAMB EXTRUSION - ANCHOR TO STUD IN WALLSCHEDULED GLAZINGSCHEDULED PARTITION - SEE PLAN (ADJACENT CONDITIONS VARY)PROVIDE CONTINUOUS SEALANT AT EDGESRECESSED BASE RAIL BELOW2"CONTINUOUS VAPOR BARRIER OVER 1/2" SHEATHING CORRIDOR SIDESANDWICH VAPOR BARRIER STARTER COURSE BETWEEN 2 LAYERS BUTYL TAPESCHEDULED GLAZING (1" INTERIOR IGU)IGU BUTT JOINT - LAP ONE SIDE OVER AND PROVIDE CLEAR STRUCTURAL SEALANT AT JOINT EDGE OF TOPPING SLABEQEQINSUL STOREFRONT BASE RAIL BELOWEDGE OF TOPPING SLAB2"2"2"2"EQEQEQEQSCHEDULED CLGSEE RCPSCHEDULED PARTITION - SOFFIT TO MATCH ADJACENT WALL TYPERECESSED INSULATED STOREFRONT HEAD EXTRUSION -ANCHOR TO STUD IN WALLSCHEDULED GLAZINGPROVIDE CONTINUOUS SEALANT AT EDGESRECESSED JAMB RAIL BEYONDCONTINUOUS VAPOR BARRIER OVER 1/2" SHEATHING CORRIDOR SIDESANDWICH VAPOR BARRIER STARTER COURSE BETWEEN 2 LAYERS BUTYL TAPECOL.2 1/2"SLOT1 1/2"2 1/2"REFER TO RCP FOR ADJACENT CEILING CONDITIONSRETURN AIR SLOT AS REQ'D. PROVIDE J BEAD AT EXPOSED GWB EDGES2"EDGE OF PARTITION BEYONDPROVIDE BLOCKING / SUPPORT FOR GWB EDGE AS REQ'D BETWEEN STUDSEDGE OF WALL BEYONDGWB FACE W/ PLASTER FINISH5/8" GWB WITH PLASTER FINISHFINISHED FLOOR - DEPTH OF ASSEMBLY MAY VARYT.O. STRUCTURAL SLAB - SEAL WITH CLEAR EPOXYSCHEDULED PARTITION - SEE PLANT.O. FINISH FLOORPOLISHED CONCRETE TOPPING SLAB -FINISH VISIBLE RETURN EDGEMETAL STUD AS SCHEDULED (SIZE VARIES - SEE PLAN)STRUCTURAL COLUMN W/ FIREPROOFING BEYOND - SEE STR.2"1 1/2"VAPOR BARRIER ON MIN 1/2" SHEATHING AT SC STACK PERIMETER (PARTITION SUBTYPE E - REFER TO PLANS)+/- 1"TYP U.N.O1' - 0"TYP U.N.O.11"SANDWICH VAPOR BARRIER STARTER COURSE BETWEEN 2 LAYERS BUTYL TAPEBATT INSULATION AT SC STACK PERIMETER (SC SUBTYPE E - REFER TO PLANS)1" ALUM Z REVEAL AT BASE1"1"SCHEDULED CLGSEE RCPCORRIDOR SIDECOL.2 1/2"SLOT1 1/2"REFER TO RCP FOR ADJACENT CEILING CONDITIONSRETURN AIR SLOT AS REQ'D. PROVIDE J BEAD AT EXPOSED GWB EDGES2"5/8" GWB - REFER TO FINISH PLAN FOR PLASTER FINISH LOCATIONS RECESSED INSULATED STOREFRONT JAMB EXTRUSION - ANCHOR TO STUD IN WALLSCHEDULED GLAZINGSCHEDULED PARTITION - SEE PLAN (ADJACENT CONDITIONS VARY)PROVIDE CONTINUOUS SEALANT AT EDGESRECESSED BASE RAIL BELOW2"CONTINUOUS VAPOR BARRIER OVER 1/2" SHEATHING CORRIDOR SIDESANDWICH VAPOR BARRIER STARTER COURSE BETWEEN 2 LAYERS BUTYL TAPE2"11"1' - 0"COL.REFER TO PLANSTEEL COLUMN WITH FIREPROOFING - SEE STR DWG / REFER TO PLAN FOR LOCATIONSEDGE OF TOPPING SLABEXPOSED STRUCTURAL SLAB BELOW - SEAL WITH CLEAR EPOXYLEVEL G175' - 11"DEDGE OF ALUM FRAME RECESSED IN WALL BEYONDSCHEDULED GLAZING (1" INTERIOR IGU)SLOPED FLOOR - SEE PLANST.O. FLOORELEV VARIES2"2"+/- 1"EDGE OF LIBRARY MOBILE SHELVING2 1/2"POLISHED CONCRETE TOPPING SLAB - FINISH VISIBLE RETURN EDGET.O. STRUCTURAL SLAB - SEAL WITH CLEAR EPOXYFINISH VERTICAL FACE OF CONCRETE TO MATCH RAMPINSULATED STOREFRONT BASE RAIL, ANCHORED TO FLOOR. PROVIDE CONTINUOUS SEALANT BEAD AT PERIMETERSCHEDULED PARTITION BEYOND - SEE PLAN1' - 0"11"CORRIDOR SIDESCHEDULED CLGSEE RCPSCHEDULED PARTITIONRECESSED INSULATED STOREFRONT HEAD EXTRUSION - ANCHOR TO STUD IN WALLSCHEDULED GLAZINGPROVIDE CONTINUOUS SEALANT AT EDGESRECESSED JAMB RAIL BEYONDCONTINUOUS VAPOR BARRIER OVER MTL STUD CORRIDOR SIDESANDWICH VAPOR BARRIER STARTER COURSE BETWEEN 2 LAYERS BUTYL TAPE2"TYP U.N.O4 7/8"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 3" = 1'-0"4/6/2018 12:31:26 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A903SC PERIMETER DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3" = 1'-0"6TYP SILL AT INSULATEDSTOREFRONT - EAST PAVILIONSCALE 3" = 1'-0"TYP SILL AT INSULATED STOREFRONT1SCALE 3" = 1'-0"10TYP INTERMEDIATE MULLION ATINSULATED STOREFRONTSCALE 3" = 1'-0"7TYP HEAD AT INSULATEDSTOREFRONT - EAST PAVILIONSCALE 3" = 1'-0"8TYP JAMB AT INSULATEDSTOREFRONT - EAST PAVILIONSCALE 3" = 1'-0"5INTERIOR FRAMELESS IGU CORNERSCALE 3" = 1'-0"TYP HEAD AT INSULATED STOREFRONT2SCALE 3" = 1'-0"TYP PARTITION AT SC STACK PERIMETER11SCALE 3" = 1'-0"TYP JAMB AT INSULATED STOREFRONT3SCALE 3" = 1'-0"SILL AT LEVEL G RAMP121SCALE 3" = 1'-0"TYP HEAD AT INSULATED STOREFRONT - CENTERED4NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
FFLUSH (WOOD OR METAL)AGALL GLASSGNARROW STILE STEEL AND GLASSVARIESVARIESVARIESVARIES2 1/2"VARIES2 1/2"2 1/2"VARIES2 1/2"EXEXISTING MTL AND GLASS REUSEDVIFVIFSLACOUSTIC SLIDING DOOR2"OPEN6' - 0"FIXED SIDELITE7' - 4"2"ASAUTOMATIC ALL GLASS SLIDING ENTRY DOORFIXED SIDELITE14' - 0 1/4"17' - 8"RECESS HEADER IN SOFFIT ABOVEHMHOLLOW METALFLFRAMELESS (COLD FORMED STEEL)1"VARIES1"VARIES1"VARIESVARIESWD1 WD2WOOD (WD1/WD2) 1"VARIES1"VARIES1"PSWING POCKET DOOR (INTEGRATED SYSTEM)2"VARIES2"VARIES3/4"DADOUBLE ACTING (WD1)VARIESVARIESWD3WOOD (WD3) 2"VARIES2"VARIES2"WD1 - STAINEDWD2 - PAINTEDSEE ELEVATION FOR SIDELITE LOCATIONSVIFEXEXISTING MTL TO BE REUSEDVIFVIFFL-GFRAMELESS - GLASSVARIESVARIESADJACENT GLASS WALL SYSTEM - SEE PLANSFL-SFRAMELESS - GLASS SLIDINGVARIESVARIESEQEQSTSTEEL STOREFRONT SYSTEMVARIESVARIESSEE ELEVATION FOR TRANSOM LOCATIONSAL1ALUMINUM FRAMESTOREFRONT SYSTEM1 3/4"VARIES1 3/4"VARIES1 3/4"AL2INSULATED ALUMINUM FRAMESTOREFRONT SYSTEM1 7/8"VARIES1 7/8"VARIES1 7/8"P1 - DOUBLE DOORP2 - SINGLE DOOR P3 - SINGLE DOOR, 180 SWING1A911TYP2A911TYP3A911TYP5A911TYP4A91110A91112A913TYP13A913TYP11A913TYP7A913TYP9A913TYP6A913TYP16A911TYP17A911TYP11A911TYP12A911TYP21A911TYP26A91127A9116A911TYP7A911TYP8A911TYP9A911TYP18A912SIM11A912TYP7A912TYP8A912SIM11A912TYP7A912TYP2-METAL PANEL CLAD EXTERIOR DOORRECESSED ALUM. CW MULLION FRAMEMETAL PANEL2-STEEL EXTERIOR DOOR2-GLASS EXTERIOR DOORTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 3/16" = 1'-0"4/6/2018 1:08:51 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A910DOOR SCHEDULESMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCONSTRUCTION DOCUMENTSDOOR SCHEDULE INTERIORwt DOOR FRAMEFIRERATINGHoldOpenCardReaderHARDWARESETCOMMENTSDOOR NO. ELEV MAT'LNOMINAL SIZETYPEHEIGHTPanel AWidthPanel BWidthTHICKNESSLEVEL 2201A F WD2 8' - 0" 3' - 0" 1 3/4" FL 0 No No 9.1201B F WD2 8' - 0" 3' - 0" 1 3/4" FL 90 No No 9.9F201C F WD2 8' - 0" 3' - 0" 1 3/4" FL 0 No No 9.0PROVIDE PLASTER FINISH AT FRAMELESSPAINTED DOOR TO MATCH ADJACENT WALLS201F F WD2 8' - 0" 3' - 0" 1 3/4" FL 90 No No 9.0F201G F WD2 8' - 0" 3' - 0" 1 3/4" FL 90 No No 9.0F204.1 AG G 8' - 0" 3' - 0" 1/2" FL-G No 8.0204.2 AG G 8' - 0" 3' - 0" 1/2" FL-G No 8.0205 AG/AG G 7' - 10" 4' - 0" 2' - 0" 1" AL-2 Yes 9.7C205A AG/AG G 8' - 0" 4' - 0" 2' - 0" 1/2" FL-G No 4.7205B AG/AG G 7' - 10" 4' - 0" 2' - 0" 1" AL-2 No 9.7206.1 F/F WD1 8' - 0" 3' - 0" 3' - 0" 1 3/4" AL-1 Yes 3.2C206.2 F WD1 8' - 0" 3' - 0" 1 3/4" AL-1 Yes 3.0C206A AG G 8' - 0" 3' - 0" 1/2" FL-G No 1.1206B AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.1206C AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.1206D F WD1 7' - 10" 3' - 0" 1 3/4" WD3 No 3.0208 F/F WD1 8' - 0" 3' - 0" 3' - 0" 1 3/4" AL-1 No 4.2208A AG G 8' - 0" 3' - 0" 1/2" FL-G No 1.1 PROVIDE FROSTED GLASS AT DOOR ANDSIDELITE208B AG G 7' - 6" 3' - 0" 1/2" FL-G No 1.1208C AG G 8' - 0" 3' - 0" 1/2" FL-G No 4.1209.1 AG G 8' - 0" 3' - 0" 1/2" FL-G No 1.1209.2 AG G 8' - 0" 3' - 0" 1/2" FL-G No 1.1210.1 F/F WD1 8' - 0" 3' - 0" 3' - 0" 1 3/4" AL-1 No 4.2210.2 F WD1 8' - 0" 3' - 0" 1 3/4" AL-1 No 4.0210A F/F WD1 8' - 0" 3' - 0" 3' - 0" 1 3/4" FL 0 No No 9.1ST201 F HM 7' - 6" 3' - 0" 1 3/4" P 90 No No 10.0F TOTAL DOOR W/ HO. & PANIC HARDWAREST202 F HM 7' - 6" 3' - 0" 1 3/4" P 90 Yes No 10.0F TOTAL DOOR W/ HO. & PANIC HARDWARET201 F WD1 8' - 0" 3' - 0" 1 3/4" WD1 0 No No 7.0LEVEL 3301A F WD2 8' - 0" 3' - 0" 1 3/4" FL 0 No No 9.0301B F WD2 8' - 0" 3' - 0" 1 3/4" FL 90 No No 9.9F301C F WD2 8' - 0" 3' - 0" 1 3/4" FL 0 No No 9.0PROVIDE PLASTER FINISH AT FRAMELESSPAINTED DOOR TO MATCH ADJACENT WALLS301D AG G 8' - 0" 3' - 0" 1/2" FL-G No 4.1301E AG G 7' - 6" 3' - 0" 1/2" FL-G No 1.1301F AG G 7' - 6" 3' - 0" 1/2" FL-G No 1.0301G F WD2 8' - 0" 3' - 0" 1 3/4" FL 90 No No 9.0F301H F WD2 8' - 0" 3' - 0" 1 3/4" FL 90 No No 9.0F302 F/F WD1 7' - 6" 3' - 0" 3' - 0" 1 3/4" AL-1 No 8.3303.1 AG/AG G 7' - 6" 3' - 0" 3' - 0" 0" FL Yes 1.3C303.2 AG/AG G 7' - 6" 4' - 0" 2' - 0" 1/2" FL-G Yes 1.5C304.1 AG G 7' - 6" 3' - 0" 1/2" FL-G Yes 1.1C304A AG G 8' - 0" 3' - 0" 1/2" FL-G No 1.1305 AG/AG G 7' - 11" 4' - 0" 2' - 0" 1" AL-2 Yes 9.7C305A AG/AG G 8' - 0" 4' - 0" 2' - 0" 1/2" FL-G No 4.7305B AG/AG G 7' - 10" 4' - 0" 2' - 0" 1" AL-2 No 9.7306.1 AG G 8' - 0" 3' - 0" 1/2" FL-G Yes 3.0C306.2 F WD1 8' - 0" 3' - 0" 1 3/4" AL-1 Yes 3.0C307.1 F/F WD1 7' - 11 1/8" 3' - 0" 3' - 0" 1 3/4" AL-1 No 8.3307A AG G 8' - 0" 3' - 0" 1/2" FL-G No 1.1307B AG G 8' - 0" 3' - 0" 1/2" FL-G No 1307C AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.1307D AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.1308 F/F WD1 8' - 0" 3' - 0" 3' - 0" 1 3/4" AL-1 Yes 3.2C309 F/F WD1 7' - 4 1/4" 3' - 0" 3' - 0" 1 3/4" AL-1 Yes 3.2C309A AG G 8' - 0" 3' - 0" 1/2" FL-G No 1.1309C AG G 7' - 6" 3' - 0" 1/2" FL-G Yes 3.1C309D AG G 7' - 6" 3' - 0" 1/2" FL-G No 3.0309E AG G 7' - 6" 3' - 0" 1/2" FL-G No 3.0309F AG G 8' - 0" 3' - 0" 1/2" FL-G Yes 1.1C309G F WD2 7' - 6" 3' - 0" 1 3/4" FL 0 No No 9.0309H AG G 7' - 6" 3' - 0" 1/2" FL-G No 3.0309J AG G 8' - 0" 3' - 0" 1/2" FL-G No 4.1310.1 F/F WD1 7' - 6" 3' - 0" 3' - 0" 1 3/4" AL-1 No 8.3310.2 F WD1 7' - 6" 3' - 0" 1 3/4" AL-1 No 8.2310A F/F WD2 7' - 6" 3' - 0" 3' - 0" 1 3/4" FL 0 No No 9.1310B AG G 7' - 6" 3' - 0" 1/2" FL-G No 1.1310C AG G 7' - 6" 3' - 0" 1/2" FL-G No 1.1ST301 F HM 7' - 6" 3' - 0" 1 3/4" P 90 Yes No 10.0F TOTAL DOOR W/ HO. & PANIC HARDWAREST302 F HM 7' - 6" 3' - 0" 1 3/4" P 90 Yes No 10.0F TOTAL DOOR W/ HO. & PANIC HARDWARET301 F WD1 8' - 0" 3' - 0" 1 3/4" WD1 0 No No 8.1T302 F WD1 8' - 0" 3' - 0" 1 3/4" WD1 0 No No 7.0LEVEL 4401A F WD2 7' - 0" 3' - 0" 1 3/4" FL 90 No No 9.0F401B F WD2 7' - 0" 3' - 0" 1 3/4" FL 0 No No 9.0F402.1 F WD2 7' - 0" 3' - 0" 1 3/4" FL 90 No No 9.0F402.2 F/F WD2 8' - 0" 2' - 9" 2' - 9" 1 3/4" FL 90 No No 9.1F402B F HM 7' - 6" 3' - 0" 3' - 0" 1 3/4" HM 0 No No 9.8402C F HM 7' - 6" 3' - 0" 3' - 0" 1 3/4" HM 90 No No 9.5F403 F WD1 8' - 0" 3' - 0" 1 3/4" DA 0 No No 1.2406 F WD1 8' - 0" 3' - 0" 1 3/4" WD1 0 No No 8.1407 F WD1 8' - 0" 3' - 0" 1 3/4" WD1 0 No No 8.1ST401 F HM 8' - 0" 3' - 0" 1 3/4" P 90 Yes No 10.0F TOTAL DOOR W/ HO. & PANIC HARDWAREST402 F HM 7' - 6" 3' - 0" 1 3/4" P 90 Yes No 10.0F TOTAL DOOR W/ HO. & PANIC HARDWAREDOOR SCHEDULE INTERIORwt DOOR FRAMEFIRERATINGHoldOpenCardReaderHARDWARESETCOMMENTSDOOR NO. ELEV MAT'LNOMINAL SIZETYPEHEIGHTPanel AWidthPanel BWidthTHICKNESSLEVEL LLL01.1 F HM 8' - 11" 3' - 2 1/2" 3' - 21/2"1 3/4" P1 90 Yes Yes 10.4L01A F HM (AC) 4' - 5" 3' - 0" 1 3/4" HM 120 No No 9.10ACOUSTIC SOUND CONTROL DOOR - PROVIDE MINSTC 45L01B F HM (AC) 4' - 5" 3' - 0" 1 3/4" HM 120 No No 9.10ACOUSTIC SOUND CONTROL DOOR - PROVIDE MINSTC 45L01C F HM 7' - 6" 3' - 0" 1 3/4" HM 0 No No 9.4L02.2 F HM (AC) 7' - 6" 3' - 0" 1 3/4" HM 0 No No 9.9 ACOUSTIC SOUND CONTROL DOOR - PROVIDE MINSTC 45L03.1 F HM 7' - 6" 3' - 0" 1 3/4" HM 90 No No 9.4F2L03.2 F HM 7' - 6" 3' - 0" 3' - 0" 1 3/4" HM 90 No No 9.5FL05 F HM 7' - 6" 4' - 0" 1 3/4" HM 90 No No 9.4F2L06 F HM 7' - 6" 3' - 0" 1 3/4" HM 90 No No 9.4FST L04 F HM 7' - 6" 3' - 6" 1 3/4" HM 0 No No 4.3LEVEL G001A F WD2 8' - 0" 3' - 0" 1 3/4" FL 0 No No 9.0001B F WD2 8' - 0" 3' - 0" 1 3/4" FL 90 No No 9.9F001C F WD2 8' - 0" 3' - 0" 1 3/4" FL 0 No No 9.0PROVIDE PLASTER FINISH AT FRAMELESSPAINTED DOOR TO MATCH ADJACENT WALLS001E AG G 8' - 0" 3' - 0" 1/2" FL-G No 4.1001F F/F WD2 8' - 0" 2' - 6" 2' - 6" 1 3/4" FL 90 No No 9.0F001G F WD2 8' - 0" 3' - 0" 1 3/4" FL 90 No No 9.0F002 F/F (AC) WD2 8' - 0" 3' - 0" 2' - 0" 1 3/4" FL 1 No No 9.2 ACOUSTIC SOUND CONTROL DOOR - PROVIDE MINSTC 45003.1 AG/AG G 7' - 10 1/8" 4' - 0" 2' - 0" 1/2" FL-G Yes 9.3C003.2 F WD2 8' - 0" 3' - 0" 1 3/4" FL 0 No Yes 9.0C PROVIDE ENVIRONMENTAL SEALS003A F WD2 8' - 0" 3' - 0" 1 3/4" FL 90 No No 9.0F PROVIDE ENVIRONMENTAL SEALS004.1 AG G 8' - 0" 3' - 0" 1/2" FL-G Yes 3.1C004.2 AG G 8' - 0" 3' - 0" 3' - 0" 1/2" FL-S 13.0005 AG G 7' - 10" 3' - 0" 1" AL-2 Yes 9.6C GLASS DOOR IN INSULATED STOREFRONTSYSTEM005A AG/AG G 7' - 10" 4' - 0" 2' - 0" 1" AL-2 No 9.7007V G/G G/ST 10' - 2" 3' - 0" 3' - 0" 1 3/4" ST 5.0009.1 G/G G 7' - 6" 3' - 0" 3' - 0" 0" FL-G Yes 3.3C009.2 AG G 8' - 0" 3' - 0" 1/2" FL-G Yes 3.1C009A F WD1 8' - 0" 3' - 0" 1 3/4" WD3 No 3.0009B F WD1 8' - 0" 3' - 0" 1 3/4" WD3 No 3.0009C F WD1 8' - 0" 3' - 0" 1 3/4" WD3 No 3.0009D F WD1 8' - 0" 3' - 0" 1 3/4" WD3 No 3.0009E AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.0009F F WD2 8' - 0" 3' - 0" 1 3/4" FL 0 No No 9.0009G AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.0009H AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.0009J AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.0009K AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.0009L AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.0010 F/F WD1 7' - 10 1/4" 3' - 0" 3' - 0" 1 3/4" AL-1 Yes 4.2C PANIC HDWR010A AG G 8' - 0" 3' - 0" 1/2" FL-G No 1.1010B AG G 8' - 0" 3' - 0" 1/2" FL-G No 4.1010V G/G G/ST 8' - 0" 3' - 0" 3' - 0" 1 3/4" ST 5.0011.1 G/G G 7' - 6" 3' - 0" 3' - 0" 0" FL-G No 4.5 180 DEG SWING, PANIC HDWR011.2 AG/AG G 8' - 0" 3' - 0" 3' - 0" 0" FL No 4.4 PANIC HDWR011A F/F WD2 8' - 0" 3' - 0" 3' - 0" 1 3/4" FL 0 No No 9.1011B F WD2 8' - 0" 3' - 0" 1 3/4" FL 0 No No 9.0012.2 F HM 8' - 11" 3' - 2 1/4" 3' - 21/4"1 3/4" P 0 Yes No 10.2 TOTAL DOOR W/ HO. & PANIC HARDWARE012A F (AC) WD1 7' - 4 1/4" 3' - 0" 1 3/4" WD3 No 1.7ACOUSTIC SOUND CONTROL DOOR - PROVIDE MINSTC 50.012B.1 SL G/AL 7' - 4 1/4" 7' - 0" 1/2" SL 12 ACOUSTIC SOUND CONTROL DOOR - PROVIDE MINSTC 50.012B.2 F (AC) WD1 7' - 4 1/4" 3' - 0" 1 3/4" WD3 No 1.7 ACOUSTIC SOUND CONTROL DOOR - PROVIDE MINSTC 50.012C F WD2 8' - 0" 3' - 0" 1 3/4" FL 0 No No 9.0012D G/G G 7' - 6" 3' - 0" 3' - 0" 0" FL-G No 1.6 180 DEG SWING012E F WD1 7' - 4" 3' - 0" 1 3/4" WD3 No 1.0012F F WD1 7' - 4" 3' - 0" 1 3/4" WD3 No 1.0012G F WD2 8' - 0" 3' - 0" 1 3/4" FL 0 No No 9.0012H F WD2 8' - 0" 3' - 0" 1 3/4" FL 90 No No 9.0F014 F/F (AC) WD2 8' - 0" 3' - 0" 2' - 0" 1 3/4" FL 0 No No 9.1 ACOUSTIC SOUND CONTROL DOOR - PROVIDE MINSTC 45015 F WD2 8' - 0" 3' - 0" 1 3/4" FL 0 No No 4.6015A AS G 7' - 8" 3' - 4 1/2" 3' - 41/2"0" AS 11.0 14'-0" UNIT WIDTH - SEE SPECIFICATIONSST001 F HM 6' - 8" 3' - 0" 1 3/4" P 90 Yes No 10.1F TOTAL DOOR W/ HO. & PANIC HARDWARE, 180DEG SWINGST002 F HM 6' - 8" 3' - 0" 1 3/4" P 90 Yes No 10.0F TOTAL DOOR W/ HO. & PANIC HARDWAREST003 F G 8' - 0" 3' - 0" 1/2" FL 90 No No 16.0 GLASS DOOR AT OCULUST001 F WD1 8' - 0" 3' - 0" 1 3/4" WD1 0 No No 8.1 PUSH/PULL WITH CLOSERT002 F WD1 8' - 0" 3' - 0" 1 3/4" WD1 0 No No 8.1 PUSH/PULL WITH CLOSERLEVEL 1100W G/G G/ST 8' - 0" 3' - 0" 3' - 0" 1 3/4" ST 5.0101A F WD2 8' - 0" 3' - 0" 1 3/4" FL 0 No No 9.0101B F WD2 8' - 0" 3' - 0" 1 3/4" FL 90 No No 9.9F PANIC HDWR101C F WD2 8' - 0" 3' - 0" 1 3/4" FL 0 No No 9.0PROVIDE PLASTER FINISH AT FRAMELESSPAINTED DOOR TO MATCH ADJACENT WALLS101E AG G 8' - 0" 3' - 0" 1/2" FL-G No 4.1101F F WD2 8' - 0" 3' - 0" 1 3/4" FL 90 No No 9.0F102 E E 7' - 0" 2' - 9" 2' - 9" 1 3/4" E 0 No No 2.0 EXISTING DOOR SET INTO NEW OPENING. MODIFYTO MEET ACCESSIBILITY REQS. CLASSROOM SETWITH PANIC EXIT102A F/F WD2 8' - 0" 3' - 0" 3' - 0" 1 3/4" FL 0 No No 9.1102B F/F WD2 8' - 0" 3' - 0" 3' - 0" 1 3/4" FL 0 No No 9.1103.1 E E 7' - 0" 2' - 9" 2' - 9" 1 3/4" E 0 No No 2.1 EXISTING DOOR SET INTO NEW OPENING. MODIFYTO MEET ACCESSIBILITY REQS. CLASSROOM SETWITH PANIC EXIT103.2 AG/AG G 7' - 6" 4' - 0" 2' - 0" 1/2" FL-G No 1.4103A AG G 8' - 0" 3' - 0" 1/2" FL-G Yes 3.1C103B AG G 7' - 8" 3' - 0" 1/2" FL-G No 3.3103C AG G 7' - 8" 3' - 0" 1/2" FL-G No 3.3103D F WD2 8' - 0" 3' - 0" 1 3/4" FL 0 No No 9.0103E AG G 7' - 8" 3' - 0" 1/2" FL-G No 3.3103F AG G 7' - 8" 3' - 0" 1/2" FL-G No 3.3103G F WD2 8' - 0" 3' - 0" 1 3/4" FL 0 No No 9.0104 AG G 8' - 0" 3' - 0" 1/2" FL-G Yes 3.1C104A AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.1104B AG G 8' - 0" 3' - 0" 1/2" FL-G No 1.1105 AG/AG G 7' - 10" 4' - 0" 2' - 0" 1" AL-2 Yes 9.7C105A AG/AG G 8' - 0" 4' - 0" 2' - 0" 1/2" FL-G No 4.7105B AG/AG G 7' - 10" 4' - 0" 2' - 0" 1" AL-2 No 9.7106.1 F/F WD1 7' - 11 1/8" 3' - 0" 3' - 0" 1 3/4" AL-1 Yes 3.2C106.2 F WD1 8' - 0" 3' - 0" 1 3/4" AL-1 Yes 3.0C106A AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.1106B AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.1106C AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.1106D F WD1 8' - 0" 3' - 0" 1 3/4" WD3 No 3.0107 AG G 8' - 0" 3' - 0" 1/2" FL-G Yes 3.1C107A AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.0107B AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.0107C AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.0107D AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.0108.1 F/F WD1 8' - 0" 3' - 0" 3' - 0" 1 3/4" AL-1 Yes 3.2C108.2 F WD1 7' - 4" 3' - 0" 1 3/4" WD3 Yes 3.0C108A F WD1 7' - 4" 3' - 0" 1 3/4" WD3 No 1.0108B F WD1 7' - 4" 3' - 0" 1 3/4" WD3 No 1.0108C.1 AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.0108C.2 F WD1 7' - 10" 3' - 0" 1 3/4" WD3 No 3.0108D F WD1 7' - 10" 3' - 0" 1 3/4" WD3 No 3.0108E F WD1 7' - 10" 3' - 0" 1 3/4" WD3 No 3.0108F.1 F WD1 7' - 4" 3' - 0" 1 3/4" WD3 No 1.0108F.2 F WD1 7' - 4" 3' - 0" 1 3/4" WD3 No 1.0108G F/F WD2 8' - 0" 3' - 0" 3' - 0" 1 3/4" FL 0 No No 9.1108H F WD1 7' - 4" 3' - 0" 1 3/4" WD3 No 1.0108J F WD1 7' - 4" 3' - 0" 1 3/4" WD3 No 1.0108K AG G 8' - 0" 3' - 0" 1/2" FL-G No 4.1109A F WD2 8' - 0" 3' - 0" 1 3/4" FL 0 No No 9.0C110C F WD1 8' - 0" 3' - 0" 1 3/4" DA 0 No No 1.2111 F HM 8' - 11" 3' - 2 1/4" 3' - 21/4"1 3/4" P 90 Yes No 10.2F TOTAL DOOR W/ HO, PANIC HARDWARE, CLOSER402J F HM 8' - 6" 4' - 0" 1 3/4" P 90 Yes Yes 10.3CF TOTAL DOOR W/ HO, PANIC HARDWARE, CLOSERST101 F HM 7' - 6" 3' - 0" 1 3/4" P 90 No No 10.0F TOTAL DOOR W/ HO. & PANIC HARDWAREST102 F HM 7' - 6" 3' - 0" 1 3/4" P 90 Yes No 10.1F TOTAL DOOR W/ HO. & PANIC HARDWARET101 F WD1 8' - 0" 3' - 0" 1 3/4" WD1 0 No No 7T102 F WD1 8' - 0" 3' - 0" 1 3/4" WD1 0 No No 7T103 F WD1 8' - 0" 3' - 0" 1 3/4" WD1 0 No No 7DOOR SCHEDULE EXTERIORLOCATIONLevelLOCATION DOOR FRAMEFIRE RATINGHARDWARESETCOMMENTSDOOR NO.ROOMELEV MAT'LNOMINAL SIZEELEV MAT'LFROM TO WIDTH HEIGHT THICKNESS100V EX LEVEL 1 100V AG/AG G/ST 8' - 0" 10' - 2 1/2" 2" ST 0102 EX LEVEL 1 102 WD 3' - 6" 8' - 4" 1 3/4" WD 0108 EX LEVEL 1 110A G/G G/ST 6' - 0" 8' - 8 1/2" 1 3/4" ST CARD READER109.2 EX LEVEL 2 111 G G 6' - 0" 8' - 10 3/4" 0" ST 5.0401.1 EX LEVEL 4 401 405 G/G G/ST 6' - 0" 8' - 10 181/256" 1 3/4" ST401.2 EX LEVEL 4 401 405 G/G G/ST 6' - 0" 8' - 10 181/256" 1 3/4" ST401.3 EX LEVEL 4 401 405 AG G 3' - 0" 8' - 10 3/4" 1" AL-2007V.EX LEVEL G 007V G/G G/ST 6' - 1 1/2" 8' - 11 1/2" 1 3/4" ST 5.0 CARD READER010V EX LEVEL G 010V AG/AG G/ST 6' - 0" 8' - 6" 2" ST 0 CARD READER013.1 EX LEVEL G 012 013 AG/AG G 6' - 0" 9' - 0"0" FL-G PANIC HARDWARE WITH DELAYED EGRESSALARM013.2 EX LEVEL G 015A 013 AG/AG G 6' - 0" 8' - 10 205/256" 0" FL-GL04 EX LEVEL LL L02 F HM 8' - 0" 8' - 0" 1 3/4" HM 0 INTEGRATE LOUVER L2 INTO FRAME TRANSOM006 EX SOUTH ENTRY 2 F HM 5' - 8" 7' - 0" 1 3/4" HM 0 CARD READER1. SEE J-SERIES DRAWINGS FOR DOOR DETAILS AND SUPPLEMENTAL DOOR INFORMATION.2. SEE EXTERIOR ELEVATIONS FOR EXTERIOR DOOR INFORMATION.DOOR PANEL TYPESFRAME TYPESGENERAL NOTESDOOR SCHEDULE KEYAC: ACOUSTIC SOUND CONTROL DOORAL: ALUMINUM CHANNEL FRAME, CONCEALEDCR: CARD READEREX: SALVAGED ELEMENT FROM EXISTING BUILDING TO BE REFURBISHED AND REINSTALLEDG: LAMINATED GLAZINGSP: SPECIALTY DOORST: STEEL STOREFRONT SYSTEMWD1: SOLID CORE WOOD DOOR / WOOD FRAME, STAIN GRADEWD2: SOLID CORE WOOD DOOR / WOOD FRAME, PAINT GRADE. PAINT TO MATCH ADJACENT WALL U.N.O.WD3: SOLID CORE WOOD DOOR / WOOD FRAME WITH SIDELITE; STAIN GRADESPECIALTY DOOR TYPES122222NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #12 3/27/18 PACKAGE 4 - ADDENDUM #2
PARTITION AS SCHEDULED -REFER TO FLOOR PLANSDOUBLE STUDS AT JAMBHOLLOW METAL FRAME1/2"5 1/4"2" X 8" MIN. WOOD REINFORCEMENTIN WALL BY G.C.CLOSER TRACKMAG HOLD OPEN5"3 1/8"SINGLE - FRAME OPENING PLUS 1/8"PAIR - 1/2 JAMB OPENING PLUS 7/8"METAL TRACKDOOR PANEL - SEE SCHEDULEMETAL MUD-IN DOOR FRAME ANCHORED TO STUDS AT SIDES. PAINT TO MATCH WALL. PROVIDE INSWING FRAME WHERE REQ'D TO KEEP DOOR PANEL FLUSH WITH CORRIDORREINFORCING CHANNELPARTITION AS SCHEDULEDVARIESVARIESVARIESVARIES1DOUBLE STUDS AT JAMBS, TYP.VARIESDOOR PANELALIGNMETAL MUD-IN DOOR FRAME ANCHORED TO STUDS AT SIDES. PAINT TO MATCH WALL. PROVIDE INSWING FRAME WHERE REQ'D TO KEEP DOOR PANEL FLUSH WITH CORRIDOR1PARTITION AS SCHEDULEDREFER TO FLOOR PLANSMETAL TRACKHOLLOW METAL FRAME5/8"1 7/8"12" MAXREINFORCING CHANNELVARIES1/2"1/2"CLEARANCE REQUIRED AT TOP OF DOOR TO CEILING / POCKET - REFER TO DOOR SCHEDULE/RCP FOR ACTUAL HEIGHTSCEILING AS SCHEDULED - REFER TO RCPU.N.O.1"SEALANT AT JOINT (GWB EDGE)PARTITION AS SCHEDULED -REFER TO FLOOR PLANSMETAL TRACKHOLLOW METAL FRAME1"1/4"12" MAXREINFORCING CHANNELFRAME REINFORCEMENT BARCONCEALED OVERHEAD CLOSER WHERE INDICATED - SEE DOOR SCHEDULE. COORD ADD'L REQ'S W/ MFGRVARIESVARIESVARIESFACE OF WALLALIGN FRAME W/ FIN1/2"ALUM J BEAD AT GWB EDGEDOOR PANEL - SEE SCHEDULEMASONRY PARTITION AS SCHEDULED -REFER TO FLOOR PLANSCAULK JOINTHOLLOW METAL FRAMEGROUT SOLIDADJUSTABLE FRAME ANCHOR2"VARIES2"FACE OF WALLALIGN FRAME W/ FINDOOR PANEL - SEE SCHEDULE1"PARTITION AS SCHEDULED -REFER TO FLOOR PLANS. SEE PLANS FOR LOCATIONS WITH ADJACENT WALL PANELINGMETAL TRACKHARDWOOD DOOR FRAME - SPECIES TO MATCH ADJACENT WOOD VENEER PANELING. FINISH TO MATCH ADJACENT WALL (PAINT AT GWB, WD FINISH AT WALL PANELING)REINFORCING CHANNELDOOR PANEL - REFER TO SCHEDULE3/4"1/4"3/4"1/4"SHIM AS REQ'DALUM Z REVEAL AT GWB EDGE, TYP.VARIESVARIESFACE OF WALLALIGN FRAME W/ FIN.OFFSET PIVOT HINGE - REFER TO HARDWARE SPECPARTITION AS SCHEDULED REFER TO FLOOR PLANS. SEE PLANS FOR LOCATIONS WITH ADJACENT WALL PANELING / TILE FINISHDOUBLE STUDS AT JAMBS, TYP.HARDWOOD DOOR FRAME - SPECIES TO MATCH ADJACENT WOOD VENEER PANELING. FINISH TO MATCH ADJACENT WALL (PAINT AT GWB, WD FINISH AT WALL PANELING)SHIM AS REQ'DALUM Z REVEAL AT GWB EDGE -OMIT AT TILE LOCATIONS ONLYDOOR PANEL - REFER TO SCHEDULEVARIESVARIESFACE OF WALLALIGN FRAME W/ FINPARTITION AS SCHEDULED -REFER TO FLOOR PLANS. SEE PLANS FOR LOCATIONS WITH ADJACENT WALL PANELINGMETAL TRACKFLAT HARDWOOD DOOR FRAME -SPECIES TO MATCH ADJACENT WOOD VENEER PANELING. FINISH TO MATCH ADJACENT WALL (PAINT AT GWB, WD FINISH AT WALL PANELING)REINFORCING CHANNELDOOR PANEL - REFER TO SCHEDULE3/4"1/4"SHIM AS REQ'DALUM Z REVEAL AT GWB EDGE, TYP.3/4"1/4"1/4"FINISH FACE OF WALLALIGN FACE OF FRAME W/PARTITION AS SCHEDULED REFER TO FLOOR PLANS. SEE PLANS FOR LOCATIONS WITH ADJACENT WALL PANELING / TILE FINISHDOUBLE STUDS AT JAMBS, TYP.HARDWOOD DOOR FRAME - SPECIES TO MATCH ADJACENT WOOD VENEER PANELING. FINISH TO MATCH ADJACENT WALL (PAINT AT GWB, WD FINISH AT WALL PANELING)SHIM AS REQ'DALUM Z REVEAL AT GWB EDGE -OMIT AT TILE LOCATIONS ONLYDOOR PANEL - REFER TO SCHEDULEFACE OF WALLALIGN FRAME W/ FIN3/4"1/4"1/4"DOUBLE 6" STUDS AT JAMBHOLLOW METAL FRAME1/2"2" X 8" MIN. WOOD REINFORCEMENTIN WALL BY G.C.CLOSER TRACKMAG HOLD OPEN5"(SEE PLAN)9A1-0 PARTITION(SEE PLAN)2A3-2 PARTITIONALIGNJAMB OPENING MINUS 1/2"LATCH STOPDOOR PANEL(SEE PLAN)2A6-2 PARTITION(SEE PLAN)9A1-0ALIGNJAMB OPENINGEDGE OF SOFFIT/CLG ABOVE11 1/4"11 1/4"E13.913.9PARTITION AS SCHEDULED -REFER TO FLOOR PLANSDOUBLE STUDS AT JAMBHOLLOW METAL FRAME1/2"2" X 8" MIN. WOOD REINFORCEMENTIN WALL BY G.C.CLOSER TRACKMAG HOLD OPEN4 3/4"FRAME OPENING PLUS 1/8"2A3-28A3-01' - 5 1/4"STEEL POST WITH INTUMESCENT FIREPROOFING - SEE STRDOUBLE STUDS AT JAMBWV WALL PANELING, TYP. ATTACH TO WALL /BLOCKING WITH Z CLIPSLOCK MITER EDGE, TYP.PROVIDE ADDITIONAL LAYER OF 1/2" GWB AT DOOR JAMBS FOR FLUSH DETAIL1/2" GLASS WITH DELUGE SPRINKLERS AT HEAD FOR 2HR RATING2A3-2 PARTITION2A3-2DOOR (CLOSED)DOOR (OPEN)6"5 1/4"CONCEALED CHANNEL AT GLASS EDGE1/2"7 1/2"1/2"5 3/8"1/4"WV WALL PANELINGPROVIDE SEALANT AT JOINT9D6-0PROVIDE BLOCKING AS REQ'D1/4"1' - 0 1/2"1PARTITION AS SCHEDULED REFER TO FLOOR PLANS. SEE PLANS FOR LOCATIONS WITH ADJACENT WALL PANELING / TILE FINISHDOUBLE STUDS AT JAMBS, TYP.HARDWOOD DOOR FRAME - SPECIES TO MATCH ADJACENT WOOD VENEER PANELING. FINISH TO MATCH ADJACENT WALL (PAINT AT GWB, WD FINISH AT WALL PANELING)SHIM AS REQ'DDOOR PANEL - REFER TO SCHEDULEWOOD VENEER PANEL - ATTACH TO STUD WITH Z CLIPS1 1/2"1/4"4"ALIGN1 3/4"1/4"NOTE: AT HINGE SIDE LOCATIONS, PROVIDE WALL STOPHARDWOOD DOOR FRAME - SPECIES TO MATCH ADJACENT WOOD VENEER PANELING. DOOR PANEL - REFER TO SCHEDULE1/2" GLASS SIDELITE PANEL 1 1/4"2 3/4"INTEGRAL GLASS CHANNEL1 1/2"2"PARTITION AS SCHEDULED -REFER TO FLOOR PLANS. SEE PLANS FOR LOCATIONS WITH ADJACENT WALL PANELINGMETAL TRACKHARDWOOD DOOR FRAME - SPECIES TO MATCH ADJACENT WOOD VENEER PANELING. FINISH TO MATCH ADJACENT WALL (PAINT AT GWB, WD FINISH AT WALL PANELING)REINFORCING CHANNELDOOR PANEL - REFER TO SCHEDULE. ALIGN DOOR WITH CORRIDOR (EXTERIOR) SIDE2"1/4"1 1/2"1/4"SHIM AS REQ'DALUM Z REVEAL AT GWB EDGE, TYP.FACE OF WALLALIGN FRAME W/ FIN.PARTITION AS SCHEDULED REFER TO FLOOR PLANS. SEE PLANS FOR LOCATIONS WITH ADJACENT WALL PANELING / TILE FINISH. ALIGN FINISH FACE WITH WD FRAMEDOUBLE STUDS AT JAMBS, TYP.HARDWOOD DOOR FRAME - SPECIES TO MATCH ADJACENT WOOD VENEER PANELING. FINISH TO MATCH ADJACENT WALL (PAINT AT GWB, WD FINISH AT WALL PANELING)DOOR PANEL - REFER TO SCHEDULE1 1/2"1/4"1 3/4"NOTE: AT HINGE SIDE LOCATIONS, PROVIDE WALL STOPMASONRY PARTITION AS SCHEDULED -REFER TO FLOOR PLANSCAULK JOINTHOLLOW METAL FRAME1"GROUT SOLIDSTEEL LINTELS2"VARIES2"FACE OF WALLALIGN FRAME W/ FIN1/2"DOOR PANEL - SEE SCHEDULEHOLLOW METAL FRAMEZ JAMB ANCHOR (3 PER JAMB, MIN)PARTITION AS SCHEDULED REFER TO FLOOR PLANSDOUBLE STUDS AT JAMBS, TYP.5/8"1"1/4"VARIESVARIESVARIESFACE OF WALLALIGN FRAME W/ FINJ BEAD AT GWB EDGEDOOR PANEL - SEE SCHEDULETHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:32:06 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A911TYPICAL DOOR &BORROWED LIGHT TYPES &DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3" = 1'-0"JAMB AT POCKET DOOR (90 DEG)26SCALE 3" = 1'-0"HEAD AT FRAMELESS DOOR16SCALE 3" = 1'-0"JAMB AT FRAMELESS DOOR17SCALE 3" = 1'-0"HEAD AT POCKET DOOR (90/180 DEG)21SCALE 3" = 1'-0"HEAD AT HM FRAME11SCALE 3" = 1'-0"JAMB AT HM FRAME12SCALE 3" = 1'-0"HEAD AT WD1/2 FRAME1SCALE 3" = 1'-0"JAMB AT WD1/2 FRAME2SCALE 3" = 1'-0"HEAD AT WD FRAME - DOUBLE ACTING6SCALE 3" = 1'-0"JAMB AT WD FRAME - DOUBLE ACTING7SCALE 3" = 1'-0"JAMB AT POCKET DOOR (180 DEG)27SCALE 1 1/2" = 1'-0"ENLARGED PLAN AT CAFE HOLD OPEN DOOR28SCALE 3" = 1'-0"JAMB AT WD3 FRAME WITH WV PANEL4SCALE 3" = 1'-0"JAMB AT WD3 FRAME WITH SIDELITE5SCALE 3" = 1'-0"HEAD AT WD3 FRAME3SCALE 3" = 1'-0"JAMB AT WD3 FRAME AT WALL10SCALE 3" = 1'-0"HEAD AT HM FRAME - CMU8SCALE 3" = 1'-0"JAMB AT HM FRAME - CMU91NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
4 1/8"SCHEDULED GLAZINGALUMINUM STOREFRONT HORIZONTAL MULLION1 3/4"ALUM STOREFRONT JAMB EXTRUSIONSCHEDULED GLAZINGSCHEDULED PARTITION - SEE PLAN (ADJACENT CONDITIONS VARY)SEALANT AT JOINTEQEQATTACH JAMB EXTRUSION TO STUDS IN WALL - SHIM / PROVIDE BLOCKING AS REQ'D 4"WV WALL PANEL TO EXTEND OVER JAMB FACEEDGE OF ALUMINUM FRAME BEYONDWOOD DOOR - SEE SCHEDULEALUMINUM STOREFRONT HEAD FRAME. COORDINATE W/ DOOR HDWR (CARD READ, CONCEALED CLOSER, ETC) AS REQD - SEE DOOR SCHEDULE FOR LOCATIONSALIGNU.N.O.REFER TO RCP FOR ADJACENT CLG CONDITIONSSEALANT AND BACKER ROD AS REQ'D1 3/4"4 1/8"6" STUD TO DECK ABOVESCH. CLGSEE RCPSCHEDULED GLAZINGALUMINUM STOREFRONT HEADCLGSEE RCPALIGN.REFER TO RCP FOR ADJACENT CLG CONDITIONSSEALANT AND BACKER ROD AS REQ'D6" STUD TO DECK ABOVEWOOD DOOR - SEE SCHEDULESCHEDULED GLAZINGALUMINUM STOREFRONT DOOR JAMB MULLION4 1/8"1" ALUM GLASS BASE CHANNEL RECESSED IN FLOOR BELOWSEE DOOR SCHEDULEWOOD DOOR - SEE SCHEDULEFINISHED FLOOREQ EQEDGE OF ALUM FRAME, BEYOND4 1/8"EDGE OF ALUM FRAME BEYONDSCHEDULED GLAZINGEQ EQFINISHED FLOOR - DEPTH OF ASSEMBLY MAY VARY1" ALUMINUM BASE RAIL ANCHORED TO FLOORSTRUCTURAL SLAB4 1/8"ALUMINUM MULLION1 3/4"SCHEDULED GLAZINGSTEEL REINFORCING AS RECOMMENDED BY SYSTEM MFGR4"EQ EQSCHEDULED GLAZINGALUMINUM STOREFRONT HEADCLGSEE RCPALIGN.WOOD VENEER ON 3/4" SUBSTRATE - ATTACH TO CEILING W/ Z CLIPSSEALANT AND BACKER ROD AS REQ'D6" MTL STUD TO DECK ABOVE1/4"WOOD DOOR - SEE SCHEDULEALUMINUM STOREFRONT HEAD FRAME. COORDINATE W/ DOOR HDWR (CARD READ, CONCEALED CLOSER, ETC) AS REQD - SEE DOOR SCHEDULE FOR LOCATIONS1 1/8"1 3/4"4 1/8"EDGE OF ALUMINUM STOREFRONT FRAME BEYONDSCHEDULED GLAZINGALUMINUM TRANSOM GLASS STOPALUM STOREFRONT JAMB EXTRUSIONSCHEDULED GLAZINGSCHEDULED PARTITION - SEE PLAN (ADJACENT CONDITIONS VARY)SEALANT AT JOINT - MINIMIZE DIMENSIONEQEQATTACH JAMB EXTRUSION TO STUDS IN WALL 4"EXTEND GWB FACE OVER JAMB -PROVIDE J BEAD AT EXPOSED EDGE1/4"DOOR PANEL (TYPE VARIES) - REFER TO SCHEDULEFINISHED FLOOREDGE OF ALUM FRAME, BEYONDPROVIDE ENVIRONMENTAL GASKETING - REFER TO DOOR SPECDOOR PANEL (TYPE VARIES) - REFER TO SCHEDULEALUMINUM STOREFRONT HEAD FRAME. COORDINATE W/ DOOR HDWR (CARD READ, CONCEALED CLOSER, ETC) AS REQD - SEE DOOR SCHEDULE FOR LOCATIONSEDGE OF ALUMINUM STOREFRONT FRAME BEYONDSCHEDULED GLAZING TRANSOM1 7/8"PROVIDE ENVIRONMENTAL GASKETING AT EDGES - REFER TO SPECALIGN U.N.O.DOOR PANEL (TYPE VARIES) - REFER TO SCHEDULEALUMINUM STOREFRONT HEAD FRAME. COORDINATE W/ DOOR HDWR (CARD READ, CONCEALED CLOSER, ETC) AS REQD - SEE DOOR SCHEDULE FOR LOCATIONSEDGE OF ALUMINUM STOREFRONT FRAME BEYONDPROVIDE ENVIRONMENTAL GASKETING AT EDGES - REFER TO SPECSCH. CLGSEE RCPREFER TO RCP FOR ADJACENT SOFFIT/CEILING CONDITIONS. SOFFIT CONSTRUCTION TO MATCH ADJACENT PARTITION TYPEEQEQCONTINUOUS VAPOR BARRIER OVER MTL STUDS SANDWICH VAPOR BARRIER STARTER COURSE BETWEEN 2 LAYERS BUTYL TAPECORRIDOR SIDERECESSED INSULATED STOREFRONT DOOR JAMB EXTRUSION - ANCHOR TO STUD IN WALLSCHEDULED PARTITION - SEE PLAN (ADJACENT CONDITIONS VARY)PROVIDE CONTINUOUS SEALANT AT EDGESDOOR PANEL (VARIES) - SEE SCHEDULECONTINUOUS VAPOR BARRIER OVER 1/2" SHEATHING CORRIDOR SIDESANDWICH VAPOR BARRIER STARTER COURSE BETWEEN 2 LAYERS BUTYL TAPEINSULATED STOREFRONT DOOR JAMB EXTRUSIONSCHEDULED GLAZINGDOOR PANEL (VARIES) - SEE SCHEDULE1 7/8"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 3" = 1'-0"4/6/2018 12:32:14 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A912INTERIOR ALUMINUMFRAMED STOREFRONTDETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3" = 1'-0"2TYP HORIZONTAL MULLION AT ALUMFRAMED STOREFRONTSCALE 3" = 1'-0"10TYP JAMB AT ALUM FRAMEDSTOREFRONT - WV PORTALSCALE 3" = 1'-0"8TYP DOOR HEAD AT ALUM FRAMEDSTOREFRONTSCALE 3" = 1'-0"4TYP HEAD AT ALUM FRAMEDSTOREFRONTSCALE 3" = 1'-0"11TYP DOOR JAMB AT ALUM FRAMEDSTOREFRONTSCALE 3" = 1'-0"6TYP DOOR SILL AT ALUM FRAMEDSTOREFRONTSCALE 3" = 1'-0"1TYP SILL AT ALUM FRAMEDSTOREFRONTSCALE 3" = 1'-0"3TYP VERTICAL MULLION AT ALUMFRAMED STOREFRONTSCALE 3" = 1'-0"5TYP HEAD AT ALUM FRAMEDSTOREFRONT - WV PORTALSCALE 3" = 1'-0"7TYP DOOR HEAD AND TRANSOM ATALUM FRAMED STOREFRONTSCALE 3" = 1'-0"9TYP JAMB AT ALUM FRAMEDSTOREFRONT1SCALE 3" = 1'-0"16TYP DOOR SILL AT INSULATEDSTOREFRONTSCALE 3" = 1'-0"17TYP DOOR HEAD AND TRANSOM ATINSULATED STOREFRONTSCALE 3" = 1'-0"18TYP DOOR HEAD AT INSULATEDSTOREFRONTSCALE 3" = 1'-0"19TYP DOOR JAMB AT INSULATEDSTOREFRONT / GWB WALLSCALE 3" = 1'-0"20TYP DOOR JAMB AT INSULATEDSTOREFRONTNO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
SCHEDULED GLAZING WITH EASED POLISHED EDGESALUMINUM BASE RAIL ANCHORED TO FLOORFINISHED FLOOR - DEPTH OF ASSEMBLY MAY VARY1"STRUCTURAL SLABSCHEDULED GLAZING WITH EASED POLISHED EDGESNO TRACK AT FLOORFINISHED FLOOREDGE OF FIXED GLASS PANEL BEYOND SCHEDULED GLAZING WITH EASED POLISHED EDGESPROVIDE ACOUSTIC SEALS AT PERIMETER OF DOOR WHERE REQ'DPATCH FITTING HARDWARE -PROVIDE LOCK WHERE INDICATED ON DOOR SCHEDULEFINISHED FLOORRECESSED FLOOR SPRING BOXALUMINUM RAIL HANGER ASSEMBLY FOR SLIDING DOORSEE RCPSCHEDULED CLG EDGE OF FIXED GLASS PANEL BEYONDFIXED ALUMINUM TRACK2"1 1/4"2 1/4"SCHEDULED GLAZING WITH EASED POLISHED EDGESSLIDING GLASS DOOR ASSEMBLYSCHEDULED GLAZING WITH EASED POLISHED EDGESALUMINUM BASE RAIL, BELOWCL OF FIXED GLASS WALL2"2"DOOR OPENINGDOOR HARDWARE - SEE SPECFLOOR FINISH MATERIAL TRANSITIONSADJACENT CEILING / SOFFIT CONDITIONS VARY - REFER TO RCPALUMINUM RAIL HEAD - COORDINATE DOOR HDWR (CARD READ, CLOSER, ETC) AS REQD - SEE DOOR SCHEDULE FOR LOCATIONSSCHEDULED GLAZING WITH EASED POLISHED EDGESDOOR HEADER (BY SYSTEM MFGR) - PROVIDE OVERHEAD CONCEALED CLOSER AND TOP PIVOT HARDWARE WHERE REQ'DPATCH HARDWARE FITTINGSEE RCP3"CONCEALED FLOOR SPRING BOX SCHEDULED GLAZING WITH EASED POLISHED EDGESPATCH HARDWARE FITTINGSCHEDULED PARTITION - SEE PLAN FOR ADJACENT CONDITIONS1/8"PROVIDE ACOUSTIC GASKETING AT DOOR PERIMETER WHERE REQ'DRECESSED BASE CHANNEL AT FIXED PANEL1/8"SCHEDULED GLAZING WITH EASED POLISHED EDGESRECESSED ALUMINUM BASE RAIL, BELOWPROVIDE CLEAR STRUCTURAL SEALANT AT JOINTS1/4"MATCH ADJACENT WALL TYPE U.N.O. (REFER TO PLAN).RECESSED ALUMINUM HEAD CHANNEL - ATTACH TO STUDSCHEDULED GLAZING WITH EASED POLISHED EDGESBLOCKING AS REQ'DSEE RCP/ELEVREFER TO RCP FOR ADJACENT CLG CONDITIONS(4 7/8" U.N.O.)VARIES - SEE RCPPROVIDE J BEAD AT GWB EDGE WHERE REQ'DCORRIDORSCHEDULED PARTITION - SEE PLAN (ADJACENT CONDITIONS AND FINISHED FACE MATERIALS VARY)SCHEDULED GLAZING WITH EASED POLISHED EDGESRECESSED ALUMINUM BASE RAIL, BELOWRECESSED ALUM GLASS CHANNEL JAMBU.N.O.5/8"CORRIDORSHIM AS REQ'DSCHEDULED GLAZING WITH EASED POLISHED EDGESPROVIDE CLEAR STRUCTURAL SEALANT AT JOINT FOR SMOKE TIGHT SEAL WHERE REQ'DRECESSED ALUMINUM BASE RAIL, BELOW. MITERED JOIN AT OUTSIDE CORNER1" TYP1/4"SCHEDULED GLAZING WITH EASED POLISHED EDGESPROVIDE CLEAR STRUCTURAL SEALANT AT JOINT FOR ACOUSTIC SEAL, TYP.DOOR PATCH HARDWARE FITTINGSCHEDULED GLAZING WITH EASED POLISHED EDGESTRANSOM PATCH HARDWARE FITTINGSEE DOOR SCHEDULESCHEDULED CLGSEE RCPSTUD TO BOTTOM OF DECKRECESSED ALUM HEAD CHANNEL -ATTACH TO STUDSCHEDULED GLAZINGPROVIDE SEALANT AT EDGESCORRIDOR SIDECOL.2 1/2"SLOT1 1/2"2 1/2"RETURN AIR SLOT AS REQ'D. PROVIDE J BEAD AT EXPOSED GWB EDGES2"EDGE OF PARTITION BEYONDPROVIDE BLOCKING / SUPPORT FOR GWB EDGE AS REQ'D BETWEEN STUDSEDGE OF WALL BEYONDGWB FACE W/ PLASTER FINISHSCHEDULED GLAZINGFINISHED FLOOR - DEPTH OF ASSEMBLY MAY VARYT.O. STRUCTURAL SLAB - SEAL WITH CLEAR EPOXYSCHEDULED PARTITION BEYOND - SEE PLANT.O. FINISH FLOORALUM BASE RAIL, ANCHORED TO FLOOR. PROVIDE SEALANT AT BASE JOINTPOLISHED CONCRETE TOPPING SLAB -FINISH VISIBLE RETURN EDGEEDGE OF WALL BEYONDEDGE OF ALUM FRAME RECESSED IN WALL BEYOND2 1/2"2"2"GWB FACE W/ PLASTER FINISHCOL.SCHEDULED PARTITION - SEE PLAN (ADJACENT CONDITIONS AND FINISHED FACE MATERIALS VARY)SCHEDULED GLAZING WITH EASED POLISHED EDGESRECESSED ALUMINUM BASE RAIL, BELOWRECESSED ALUM GLASS CHANNEL JAMBCORRIDORSHIM AS REQ'D2 1/2"5/8" GWB WITH PLASTER FINISH, TYP2"EDGE OF CORRIDOR FINISHSCHEDULED GLAZINGFINISHED FLOOR - DEPTH OF ASSEMBLY MAY VARYT.O. STRUCTURAL SLAB - SEAL WITH CLEAR EPOXYSCHEDULED PARTITION BEYOND - SEE PLANT.O. FINISH FLOORALUM BASE RAIL, ANCHORED TO FLOOR. PROVIDE SEALANT AT BASE JOINTPOLISHED CONCRETE TOPPING SLAB -FINISH VISIBLE RETURN EDGEEDGE OF WALL BEYONDEDGE OF ALUM FRAME RECESSED IN WALL BEYOND2 1/2"2 1/2"2"GWB FACE W/ PLASTER FINISHCOL.1"CONTINOUS ALUM Z REVEAL AT GWB BOTTOM EDGESCHEDULED PARTITION - SEE PLAN (ADJACENT CONDITIONS AND FINISHED FACE MATERIALS VARY)SCHEDULED GLAZING WITH EASED POLISHED EDGESRECESSED ALUMINUM BASE RAIL, BELOWPROVIDE CLEAR STRUCTURAL SEALANT AT WALLU.N.O.5/8"CORRIDORNOTE: PROVIDE THIS DETAIL AT LOCATIONS WHERE WALL RATINGS MAKE RECESSED SIDE CHANNEL PROHIBITIVESCHEDULED GLAZING WITH EASED POLISHED EDGESPROVIDE CLEAR STRUCTURAL SEALANT AT JOINT4"1 3/4"EQEQLIGHT SWITCH BOX MOUNTED IN RACEWAY -COORDINATE DIMENSIONS OF RACEWAY AS REQUIRED FOR INSTALLATION. COORDINATE FINAL MOUNTING OF DEVICES WITH ARCHITECT.EQEQCUSTOM ALUMINUM EXTRUSION RACEWAYSCHEDULED GLAZING AT INSULATED STOREFRONTRECESSED INSULATED ALUM STOREFRONT BASE RAIL, BELOWPROVIDE CLEAR STRUCTURAL SEALANT AT JOINTSCHEDULED GLAZING WITH EASED POLISHED EDGESRECESSED ALUMINUM BASE RAIL, BELOWINSULATED ALUM STOREFRONT VERTICAL MULLIONEQEQ1/4"MATCH ADJACENT WALL TYPE U.N.O. (REFER TO PLAN).RECESSED ALUMINUM HEAD CHANNEL - ATTACH TO STUDSCHEDULED GLAZING WITH EASED POLISHED EDGESBLOCKING AS REQ'DSEE RCP/ELEVREFER TO RCP FOR ADJACENT CLG CONDITIONS(4 7/8" U.N.O.)VARIES - SEE RCPEQEQTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 3" = 1'-0"4/6/2018 12:32:24 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A913FRAMELESS INTERIORGLAZING SYSTEM DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3" = 1'-0"1SILL AT FRAMELESS GLASSPARTITIONSCALE 3" = 1'-0"11SLIDING DOOR SILL AT FRAMELESSGLASS PARTITIONSCALE 3" = 1'-0"6SWING DOOR SILL AT FRAMELESSGLASS PARTITIONSCALE 3" = 1'-0"12SLIDING DOOR HEAD AT FRAMELESSGLASS PARTITIONSCALE 3" = 1'-0"13SLIDING DOOR JAMB AT FRAMELESSGLASS PARTITIONSCALE 3" = 1'-0"7SWING DOOR HEAD AT FRAMELESSGLASS PARTITIONSCALE 3" = 1'-0"9SWING DOOR JAMB AT FRAMELESSGLASS PARTITIONSCALE 3" = 1'-0"103 WAY INTERSECTION ATFRAMELESS GLASS PARTITIONSCALE 3" = 1'-0"2HEAD AT FRAMELESS GLASSPARTITION - OFFSETSCALE 3" = 1'-0"3JAMB AT FRAMELESS GLASSPARTITIONSCALE 3" = 1'-0"4CORNER AT FRAMELESS GLASSPARTITIONSCALE 3" = 1'-0"5TYP BUTT JOINT AT FRAMELESSGLASS PARTITIONSCALE 3" = 1'-0"8SWING DOOR HEAD AT FRAMELESSGLASS PARTITION W/ TRANSOMSCALE 3" = 1'-0"HEAD AT FRAMELESS GLASS PARTITION - SPECIAL COLLECTION22SCALE 3" = 1'-0"SILL AT FRAMELESS GLASS PARTITION - SPECIAL COLLECTIONS21SCALE 3" = 1'-0"JAMB AT FRAMELESS GLASS PARTITION - SPECIAL COLLECTION24SCALE 3" = 1'-0"SILL AT FRAMELESS GLASS PARTITION - SPECIAL COLLECTIONS(NARROW SLOT)231SCALE 3" = 1'-0"18JAMB AT FRAMELESS GLASSPARTITION - BUTT JOINTSCALE 3" = 1'-0"14SWITCH RACEWAY AT FRAMELESSGLASS PARTITIONSCALE 3" = 1'-0"153 WAY INTERSECTION ATFRAMELESS GLASS PARTITION /INSULATED STOREFRONTSCALE 3" = 1'-0"16HEAD AT FRAMELESS GLASSPARTITION - CENTERED1111111NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
1/2" DIA. STEEL GUARDRAIL PICKETMILLED SOLID HARDWOOD HANDRAIL W/ CONCEALED STEEL HANDRAIL BRACKET WELDED TO PICKET2 1/4"1 1/2"T.O. GUARD RAIL3'-6" AFFRECESS PICKET BASE PLATE AT FINISH FLOOR - FASTEN TO STRUCTURAL SLAB BELOWT.O. SLAB3'-6"FINISH FLOOR - DEPTH VARIES4" TYPMILLED SOLID HARDWOOD RAIL1/2" DIA. STEEL PICKETS2A921TYPFINISH FLOORT.O. GUARD RAIL3'-6" AFF1 1/2"1 5/8"3/8"2 1/4"3/8" X 2 1/4" STEEL GUARD RAIL W/ 1/2" DIA. PICKET WELD CONNECTION, EASE EDGES (TYP.)1/2" DIA. STEEL GUARDRAIL PICKETMILLED SOLID HARDWOOD HANDRAIL W/ CONCEALED ATTACHMENT TO BRACKETRECESS PICKET BASE PLATE AT FINISH FLOOR - FASTEN TO STRUCTURAL SLAB BELOWT.O. SLAB3'-6"FINISH FLOOR - DEPTH VARIES2 1/4"1 1/2"1/2" DIA. STEEL HANDRAIL BRACKET - WELD TO PICKETT.O. GUARD RAIL3'-6" AFFT.O.HAND RAIL3'-0" AFFSTEEL GUARD RAIL WELDED TO T.O. PICKETS1/2" DIA. STEEL PICKETSMILLED SOLID HARDWOOD HANDRAIL6A921TYPTYP4"T.O. GUARD RAIL3'-6" AFFT.O.HAND RAIL3'-0" AFFFINISH FLOOR(NTS)3'-8" MAX O.C.1/2" DIA STEEL HANDRAIL BRACKET WELDED TO PICKET1 1/4" STEEL TUBE RAILING1/4" WIDE FLAT STEEL BAR INTERMEDIATE SUPPORT AS REQ'D. COPE AND WELD TO B.O. RAIL1 1/4" SQUARE BASE PLATE AT INTERMEDIATE SUPPORTS - WELD CONNECTIONSFINISH FLOORT.O.HAND RAIL3'-0" AFFNOTE: WHERE RL-2 USED AS CANE DETECTION RAIL, T.O. RAIL TO BE 1'-5" AFF1/4"PLAN DETAILRADIUS EDGE1/4" STAINLESS STL. CONCEALED KNIFE PLATE SUPPORT FLANGE.PROVIDE COUNTERSUNK FASTENERS W/ PLUGSMILLED SOLID HARDWOOD HANDRAIL W/ CONCEALED STEEL HANDRAIL BRACKET WELDED TO PICKETTYP 1/2" DIA. STEEL PICKETWOOD HANDRAIL PROFILE TO RETURN TO FLOORPROVIDE 1/4" INTERNAL STEEL KNIFE PLATE AT CORNER - COPE TO HANDRAIL PROFILEANCHOR TO FLOORR 3 "1/4"END GUARDRAIL3' - 0"1 1/4" STEEL TUBE RAILING 1/4" WIDE FLAT STEEL BAR INTERMEDIATE SUPPORT AS REQ'D. COPE AND WELD TO B.O. RAIL10A921TYPT.O.HAND RAIL3'-0" AFFFINISH FLOOR1 1/2"1/4"3"PLAN DETAILRADIUS EDGE1/4" STAINLESS STL. CONCEALED KNIFE PLATE SUPPORT FLANGE.PROVIDE COUNTERSUNK FASTENERS W/ PLUGS4"MILLED SOLID HARDWOOD HANDRAIL W/ CONCEALED STEEL HANDRAIL BRACKET WELDED TO PICKETTYP 1/2" DIA. STEEL PICKETWOOD HANDRAIL PROFILE TO RETURN TO FLOORPROVIDE 1/4" INTERNAL STEEL KNIFE PLATE AT CORNER - COPE TO HANDRAIL PROFILEANCHOR TO FLOOR3'-6" NTS1' - 0"1 TREAD + 12"1' - 11"6"14A921TYPREFER TO PLANS/STAIR SECTIONS FOR STAIR CONSTRUCTION AND FINISHFINISH FLOORT.O.HANDRAIL3'-0" AFFRETURN PIPE RAIL TO WALL AT ENDS, TYP.T.O.HANDRAIL3'-0" AFFPLAN AT RAILINGWALL MOUNTED HANDRAIL BRACKET MOUNTED 4'-0" O.C. MAXRETURN PIPE RAIL TO WALL TYPSCHEDULED PARTITION. SEE PLAN3 1/2"1 3/4"1/2" STEEL HANDRAIL BRACKET WITH LOW PROFILE ESCUTCHEON - BASIS OF DESIGN: KNUD HOLSCHER D-LINE 14.60000.02.008SPACING AT 4'-0" MAX O.C.1 1/4" STEEL TUBE RAILING1 1/4"SCHEDULED PARTITIONPROVIDE IN WALL BLOCKING AS REQ'DT.O.HAND RAIL3'-0" AFFTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:32:32 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A921TYPICAL RAILING DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3" = 1'-0"TYPICAL RL-1 RAILING SECTION2SCALE 1 1/2" = 1'-0"TYPICAL RL-1 RAILING ELEVATION1SCALE 3" = 1'-0"TYPICAL RL-1A RAILING SECTION6SCALE 1 1/2" = 1'-0"TYPICAL RL-1A RAILING ELEVATION5SCALE 3" = 1'-0"TYPICAL RL-2 RAILING SECTION10SCALE 3" = 1'-0"TYPICAL RL-1A RAILING - HANDRAIL EXTENSION7SCALE 1 1/2" = 1'-0"TYPICAL RL-2 RAILING ELEVATION9SCALE 3" = 1'-0"TYPICAL RL-1 RAILING - HANDRAIL EXTENSION3SCALE 1 1/2" = 1'-0"13TYPICAL RL-3 ELEVATION AT STAIRSCALE 6" = 1'-0"14TYPICAL RL-3 RAILING SECTION1NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
2 LAYERS 5/8" GWB ON 7/8" FURRING CHANNELSISOLATION CLG HANGER W/ FIBERGLASS INSERT ANCHORED TO DECK ABOVETIE WIRE1 1/2" STL C-CHANNELSTRUCTURAL CONCRETE SLABGWB ABUTS FIREPROOFING; NO CAULKING REQ'DFIREPROOFING ON BEAMSEE MFR SPEC4' - 0" TYP4" BATT INSULATIONPROVIDE NON-HARDENING CAULK AT PERIMETER AND PENETRATIONSSEE RCP 1' - 0"SCHEDULED PARTITION OR EXTERIOR WALL-SEE PLANSCHEDULED CLGSEE RCPCOL1'- 0" TYPACOUSTICAL CAULKINGMIN 3" BATT INSULATIONSUSPENDED CLG SYSTEM AS SCHEDULED2 LAYERS 5/8" GWB ON 7/8" FURRING CHANNELSISOLATION CLG HANGER W/ FIBERGLASS INSERT ANCHORED TO DECK ABOVETIE WIRE1 1/2" STL C-CHANNELSTRUCTURAL CONCRETE SLABGWB BUTS FIREPROOFING; NO CAULKING REQ'DFIREPROOFING ON BEAMSEE MFR SPEC4' - 0" TYP3" BATT INSULATIONPROVIDE NON-HARDENING CAULK AT PERIMETER AND PENETRATIONSSEE RCP 1' - 11"SCHEDULED PARTITION OR EXTERIOR WALL-SEE PLANSCHEDULED CLGSEE RCPCOL1'- 0" TYPACOUSTICAL CAULKINGMIN 3" BATT INSULATIONSUSPENDED CLG SYSTEM AS SCHEDULEDDUCTS/UTILITIES TO RUN ABOVE ISOLATION CEILING. PROVIDE ACCESS PANELS AS REQ'D. ALL PENETRATIONS IN ACOUSTIC CEILING TO BE SEALED W/ ACOUSTICAL CAULKING1' - 7 1/2"SOFFIT, GWB ON 3-5/8" METAL STUD FRAMING WITH J-BEAD EDGEROLLER SHADE, SEE SPEC.CURTAIN WALL SYSTEM, SEE EXTERIOR DETAILSCAULKGWB ON 3-5/8" METAL STUD FRAMINGSCHEDULED CEILINGDIFFUSER, SEE MECH. DWG.CLEQEQ6"CURTAIN WALL SYSTEM, SEE EXTERIOR DETAILSFLOOR ASSEMBLY, SEE STRUCTURAL DRAWINGSMETAL STUD FRAMINGROLLER SHADE, SEE SPEC.DIFFUSER, SEE MECH. DWG.SCHEDULED CEILINGSOFFIT, GWB ON METAL STUD FRAMING WITH J-BEAD EDGEALIGNTRIM, SEE SECTION DETAILS.CLCOLSOFFIT, GWB ON METAL STUD FRAMINGSCHEDULED CEILINGEXTERIOR WALL + WINDOW ASSEMBLYROLLER SHADE, SEE SPEC.ALIGNCLDIFFUSER, SEE MECH DWG.SCHEDULED CLGSEE RCPSCHEDULED CLGSEE RCPSEE PLANSCH PARTITIONEDGE OF WV PANEL BEYONDFACE OF GWB WALL BEYONDFRAMELESS GLASS DOOR (OUTSWING -SEE PLAN / SCHEDULE)1 1/2"ALIGNWV PORTAL CEILING PANELSCHEDULED CEILING5/8" GWB ON 3 5/8" MTL STUD FRAMING. SECURE TO STRUCTURE & BRACE AS REQ'D5/8" GWB ON 3 5/8" MTL STUD FRAMING. SECURE TO STRUCTURE & BRACE AS REQ'DVARIESVARIESVARIESSCHEDULED CEILINGSCHEDULED ACT5/8" GWB ON 3 5/8" MTL STUD FRAMING. SECURE TO STRUCTURE & BRACE AS REQ'D5/8" GWB ON 3 5/8" MTL STUD FRAMING. SECURE TO STRUCTURE & BRACE AS REQ'DALIGN6"5/8" GWB ON 3 5/8" MTL STUD FRAMING. SECURE TO STRUCTURE & BRACE AS REQ'D5/8" GWB ON 3 5/8" MTL STUD FRAMING. SECURE TO STRUCTURE & BRACE AS REQ'DACOUSTIC PLASTER CEILING, SEE SPEC.VARIESSCHEDULED ACT5/8" GWB ON 3 5/8" MTL STUD FRAMING. SECURE TO STRUCTURE & BRACE AS REQ'D5/8" GWB ON 3 5/8" MTL STUD FRAMING. SECURE TO STRUCTURE & BRACE AS REQ'D6"SOFFIT, GWB ON 3-5/8" METAL STUD FRAMINGROLLER SHADE POCKET, SEE SPEC.SCHEDULED CEILING5/8" GWB ON 3 5/8" MTL STUD FRAMING. SECURE TO STRUCTURE & BRACE AS REQ'DSCHEDULED PARTITIONWOOD VENEER ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP ALL ECPOSED EDGES.FASTEN TO CEILING WITH Z-CLIPS AS NEEDED.1/4"HEIGHT INDICATED IN RCPTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 12:32:46 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A930CEILING DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"TYP ACOUSTIC ISOLATION CEILING - LOWER LEVEL1SCALE 1 1/2" = 1'-0"TYP ACOUSTIC ISOLATION CEILING - LEVEL 32SCALE 1 1/2" = 1'-0"DETAIL - SHADE POCKET @ JEWEL BOX LVL 33SCALE 1 1/2" = 1'-0"DETAIL - SHADE POCKET @ JEWEL BOX LVL 1 + 24SCALE 1 1/2" = 1'-0"ROLLER SHADE POCKET @ 1909 BUILD. LVL 2.85SCALE 1 1/2" = 1'-0"DOOR HEAD AT LEVEL 1 PHONE BOOTH6SCALE 1 1/2" = 1'-0"GYP. SOFFIT TO CEILING TRANSITION, TYPICAL11SCALE 1 1/2" = 1'-0"ACT TO GWB, FLUSH - TYPICAL7SCALE 1 1/2" = 1'-0"GWB TO ACOUSTIC PLASTER CEILING, TYPICAL9SCALE 1 1/2" = 1'-0"ACT TO GWB, TRANSITION - TYPICAL8SCALE 1 1/2" = 1'-0"ROLLER SHADE POCKET - LVL 410SCALE 1 1/2" = 1'-0"GWB W/ WOOD VENEER PORTAL - TYPICAL121NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
RECESSED RAKKS BRACKET - SEE SPEC.SIZE AND SPACING PER MFGR. RECOMMENDATIONSSOLID WOOD COUNTER W/ MINIMALLY EASED EDGES2" DIA. FLUSHMOUNT GROMMET -SEE SPEC. PLACE IN BACK 2 CORNERS, 1" FROM EDGE ON EACH SIDE.FINISH FLOORU.N.O.2' - 0"SCHEDULED PARTITION - PROVIDE FWP WHERE NOTED ON ELEVATION1"U.N.O.2' - 6"1 1/4"2' - 10"U.N.O.2' - 0"2 1/4"3"WHITE OAK BASE -SCRIBE TO FLOORADKUSTABLE SHELVING1 1/2" SSF COUNTER WITH MINIMALLY EASED EDGES ON 3/4" PLYWOOD1/2" WV BACK PANELSCHEDULED PARTITIONPROVIDE COLOR MATCHING SEALANT AT WALL AS REQUIREDFINISH FLOORRECESSED SHELF STANDARD - SEE SPEC.WOOD VENEER ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP AT ALL EXPOSED EDGES, TYP.A9403SIM2"2 1/4"VARIES - SEE ELEVATIONFIXED SHELVING, TYP. MAX DEFLECTION NOT TO EXCEED 1/8" ASSUMING A UNIFORM LOAD OF 75LB PER LINEAR FOOT.1' - 4" MIN6' - 9" MAXGWB SOFFIT - SEE RCP FOR LOCATIONS / HEIGHT W/ FACE OF CABINET1/2" FINISHED WOOD CLEATPIN HOLE SHELF STANDARDCABINET CONSTRUCTION: WOOD VENEER ON 3/4" SUBSTRATE. WRAP FINISH AT ALL EXPOSED EDGES.EDGE OF CABINET BEYONDSCHEDULED PARTITIONFINISH FLOOREQ. TYP.CLR1' - 0"2"2 1/4"VARIES - SEE ELEVATIONADJUSTABLE SHELVING, TYP. MAX DEFLECTION NOT TO EXCEED 1/8" ASSUMING A UNIFORM LOAD OF 75LB PER LINEAR FOOT.1' - 4" MIN6' - 9" MAXGWB SOFFIT - SEE RCP FOR LOCATIONS / HEIGHT W/ FACE OF CABINET1/2" FINISHED WOOD CLEATPIN HOLE SHELF STANDARDCABINET CONSTRUCTION: WOOD VENEER ON 3/4" SUBSTRATE. WRAP FINISH AT ALL EXPOSED EDGES.EDGE OF CABINET BEYONDSCHEDULED PARTITIONFINISH FLOORCLR1' - 0"2' - 10"3"2 1/4"1/2" WIDE VENTILATION SLOTS AT TOP3"1 1/2" VENTILATION SLOT AT BOTTOMADKUSTABLE SHELVING1 1/2" SSF COUNTER WITH MINIMALLY EASED EDGES ON 3/4" PLYWOOD1/2" WV BACK PANELSCHEDULED PARTITIONPROVIDE COLOR MATCHING SEALANT AT WALL AS REQUIREDRECESSED SHELF STANDARD -SEE SPEC.A9403SIMFINISH FLOORWHITE OAK BASE - SCRIBE TO FLOORU.N.O.2' - 0"WOOD VENEER ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP AT ALL EXPOSED EDGES, TYP.1/2"1 1/2"ROUTED CABINET EDGE FINGER PULLSSF COUNTER2"2"CABINET CONSTRUCTION: WOOD VENEER ON 3/4" SUBSTRATE. WRAP FINISH AT ALL EXPOSED EDGES.EDGE OF CABINET BEYONDSCHEDULED PARTITIONFINISH FLOOREQ. TYP.2' - 6"FIXED SHELF, TYP. MAX DEFLECTION NOT TO EXCEED 1/8" ASSUMING A UNIFORM LOAD OF 75LB PER LINEAR FOOT.2 1/4"CLR1' - 0"SSF COUNTERSOLID WOOD BASE -SCRIBED TO FLOORU.N.O.2' - 0"EQ.1/2" BACK PANELFIXED SHELFCABINET CONSTRUCTION: WOOD VENEEER ON 3/4" SUBSTRATE. WRAP FINISH AT EXPOSED EDGES.2' - 10"EQ.1/2" PLYWOODFINISHED WOOD CLEATALIGNWOOD VENEER ON 3/4" PLY WOODSCHEDULED PARTITIONFINISH FLOOREDGE OF CABINET BEYOND2"2 1/4"8' - 0"2 1/4"2"GWB SOFFIT ABOVE, SEE RCPFIXED SHELVING, TYP.TYP.EQ.HARDWOOD BASE SCRIBED TO FLOOR2"2' - 0"1/2" WOOD VENEER BACK PANEL1/2" HARDWOOD CLEATSCHEDULED PARTITIONEDGE OF CABINET BEYONDFINISH FLOOR2' - 10"U.N.O.2' - 0"2 1/4"3"WHITE OAK BASE - SCRIBE TO FLOORADKUSTABLE SHELVING1 1/2" SSF COUNTER WITH MINIMALLY EASED EDGES ON 3/4" PLYWOOD1/2" WV BACK PANELSCHEDULED PARTITIONPROVIDE COLOR MATCHING SEALANT AT WALL AS REQUIREDFINISH FLOORRECESSED SHELF STANDARD - SEE SPEC.WV ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP AT ALL EXPOSED EDGES, TYP.A9403SIMWV ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP AT ALL EXPOSED EDGES, TYP.2"CABINET CONSTRUCTION: WOOD VENEER ON 3/4" SUBSTRATE. WRAP FINISH AT ALL EXPOSED EDGES.EDGE OF CABINET BEYONDSCHEDULED PARTITIONFINISH FLOORADJUSTABLE SHELF, TYP - MAX DEFLECTION NOT TO EXCEED 1/8" ASSUMING A UNIFORM LOAD OF 75LB PER LINEAR FOOT.2 1/4"2' - 10"PIN HOLE SHELF SUPPORTSCLR1' - 0"HARDWOOD BASE - SCRIBE TO FLOOR1 1/2" SOLID WOOD COUNTER WITH MINIMALLY EASED EDGESPROVIDE COLOR MATCHING SEALANT AT WALL AS REQUIRED1 1/2"RECESSED RAKKS BRACKET - SEE SPEC.SIZE AND SPACING PER MFGR. RECOMMENDATIONS1/2" SSM ON 3/4" PLYWOOD WITH EASED EDGESPROVIDE INTEGRAL 1/4" SSM BACKSPLASH WHERE NOTED IN ELEVATIONFINISH FLOORU.N.O.2' - 1"SCHEDULED PARTITIONU.N.O.2' - 10"1 1/2"2"CABINET CONSTRUCTION: WOOD VENEER ON 3/4" SUBSTRATE. WRAP FINISH AT ALL EXPOSED EDGES.EDGE OF CABINET BEYONDSCHEDULED PARTITIONFINISH FLOORADJUSTABLE SHELF, TYP - MAX DEFLECTION NOT TO EXCEED 1/8" ASSUMING A UNIFORM LOAD OF 75LB PER LINEAR FOOT.PIN HOLE SHELF SUPPORTSCLR1' - 0"HARDWOOD BASE - SCRIBE TO FLOOR4' - 0"2 1/4"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:32:54 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A940INTERIOR MILLWORKDETAILS - TYPICALSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"TYPICAL DESK SECTION DETAIL1SCALE 1 1/2" = 1'-0"TYPICAL BASE CABINET DETAIL5SCALE 1 1/2" = 1'-0"TYPICAL CURVED BOOKCASE14SCALE 1 1/2" = 1'-0"TYPICAL STRAIGHT BOOKCASE10SCALE 1 1/2" = 1'-0"TYPICAL AV BASE CABINET DETAIL9SCALE 6" = 1'-0"ROUTED CABINET PULL DETAIL31SCALE 1 1/2" = 1'-0"7TYPICAL LOW CURVED BOOKSHELFSCALE 1 1/2" = 1'-0"13SPECIAL COLLECTIONS CLASSROOMSECTION DETAIL - CUBBIESSCALE 1 1/2" = 1'-0"SERVICE POINT SECTION DETAIL18SCALE 1 1/2" = 1'-0"17TYPICAL BASE CABINET DETAIL -DOUBLE SIDEDSCALE 1 1/2" = 1'-0"6TYPICAL LOW BOOKSHELF W/COUNTER TOPSCALE 1 1/2" = 1'-0"TYPICAL SSM COUNTER2SCALE 1 1/2" = 1'-0"8TYPICAL LOW BOOKSHELF - 4'-0"NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
8' - 11"9' - 9 1/8"6' - 3 1/8"8' - 7 5/8"9' - 9 1/8"A94216TYP11A942TYPUPHOLSTERED CUSHION - SEE SPEC.FASTEN IN PLACE WITH HEAVY DUTY VELCRO. CUSHIONS TO BE SECTIONED AS INDICATED IN PLAN. HINGED HARDWOOD CAP, TYP.A9421EQ.EQ.UPHOLSTERED CUSHION - SEE SPEC.FASTEN IN PLACE WITH HEAVY DUTY VELCRO. CUSHIONS TO BE SECTIONED AS INDICATED IN PLAN. HINGED HARDWOOD CAP, TYP.A94216TYP11A942TYPA9421SIM.A94216TYP2' - 2"UPHOLSTERED CUSHION - SEE SPEC.FASTEN IN PLACE WITH HEAVY DUTY VELCRO. CUSHIONS TO BE SECTIONED AS INDICATED IN PLAN. HINGED HARDWOOD CAP, TYP.11A942TYP4' - 6 1/4"5' - 8 5/8"5' - 8 1/2"11' - 9 3/8"11' - 3 3/8"6' - 1 7/8"6' - 1 7/8"5' - 11 3/8"5' - 11 3/8"9' - 7"18' - 5"A9421UPHOLSTERED CUSHION - SEE SPEC.FASTEN IN PLACE WITH HEAVY DUTY VELCRO. CUSHIONS TO BE SECTIONED AS INDICATED IN PLAN. HINGED HARDWOOD CAP, TYP.A94216TYP11A942TYPEQ.EQ.A9421SIM.THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/2" = 1'-0"4/6/2018 12:33:05 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A941INTERIOR MILLWORKDETAILS - NOOK PLANSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCONSTRUCTION DOCUMENTS1SCALE 1/2" = 1'-0"LEVEL G - NOOK PLAN DETAIL1SCALE 1/2" = 1'-0"LEVEL 2 - NOOK PLAN DETAIL2SCALE 1/2" = 1'-0"LEVEL 3 - NOOK PLAN DETAIL4SCALE 1/2" = 1'-0"LEVEL 4 - NOOK PLAN DETAIL3NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
EQEQ1' - 6"6"4' - 0"VARIES - SEE PLAN3/4" WOOD VENEER CUBBY, TYP.WOOD VENEER BACK PANEL, TYP.A94214TYP21/4" HARDWOOD BASE, TYP.UPHOLSTERED CUSHIONS- SEE SPEC.FASTEN IN PLACE WITH HEAVY DUTY VELCRO. CUSHIONS TO BE SECTIONED AS INDICATED IN PLAN.OPENOPEN11 3/8"11A942TYP9A942TYP5A942TYP3A942TYPNOTE: BENCH TO SUPPORT MIN. 500 LBS. PROVIDE ADDITIONAL CONCEALED BRACKET SUPPORTS AS REQUIRED. COORDINATE WITH ARCHITECTHINGED HARDWOOD CAP2X4 WOOD STUDUSB / POWER OUTLET - SEE ELEC.PROVIDE CUT OUT IN SHOP5"HINGE - SEE SPEC.RETRACTABLE READING LIGHT.SEE ELEC DWGS.WOOD VENEER ON 3/4" SUBSTRATE, TYP.3/4"1/4"1/4"16A942TYPALIGNTYP.USB / POWER RECEPTICALES - SEE ELEC DWGS5"TYP.2' - 2"EQ.EQ.SCHEDULED PARTITION1/2"RETRACTABLE READING LIGHT - SEE ELEC DWGS.COORD DIMENSIONS OF POCKET AND MOUNTING WITH SELECTED FIXURE.WOOD VENEER ON 3/4" SUBSTRATE, TYP.3"5 5/8"A94210TYPA9424TYP2' - 0"6"2 1/4"SCHEDULED PARTITIONUPHOLSTERED CUSHION - SEE SPEC.FASTEN IN PLACE WITH HEAVY DUTY VELCRO. CUSHIONS TO BE SECTIONED AS INDICATED IN PLAN.ALIGN1/2" BACK PANELEDGE OF SIDE/ INTERMEDIATE PANEL BEYONDWOOD VENEER ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP AT ALL EXPOSED EDGESHARDWOOD BASE - SCRIBE TO FLOORFINISH FLOORTYP.2' - 2"1/4"5"1/4"FINISHED HARDWOOD CLEAT AT REVEAL, TYP.BLOCKING AS REQUIREDWOOD VENEER ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP AT ALL EXPOSED EDGES.FINISHED HARDWOOD CLEAT AT REVEAL, TYP.WOOD VENEER ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP AT ALL EXPOSED EDGES.1/4"PROVIDE BLOCING AS REQUIREDWOOD VENEER ON 3/4" SUBSTRATE. TYP.FINISH TO WRAP AT ALL EXPOSED EDGES.LOCK MITER EDGEWOOD VENEER ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP AT ALL EXPOSED EDGES.FINISHED HARDWOOD CLEAT AT REVEAL, TYP.1/4"BLOCKING AS REQUIREDSCHEDULED PARTITIONWOOD VENEER ON 3/4" PLYWOOD, TYP.FINISH TO WRAP AT ALL EXPOSED EDGES.HARDWOOD BASE, SCRIBED TO FLOOR2"1/4"2X4 STUDS ANCHORED TO FLOORFINISH FLOORTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:33:14 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A942INTERIOR MILLWORKDETAILS - READING NOOKSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCONSTRUCTION DOCUMENTSSCALE 1 1/2" = 1'-0"TYPICAL NOOK ELEVATION6SCALE 6" = 1'-0"TYPICAL NOOK DIVIDER SECTION DETAIL14SCALE 6" = 1'-0"TYPICAL NOOK DIVIDER PLAN DETAIL16SCALE 1 1/2" = 1'-0"NOOK SECTION DETAIL11SCALE 6" = 1'-0"TYPICAL NOOK CUBBY SECTION DETAIL9SCALE 6" = 1'-0"NOOK CUBBY SECTION REVEAL5SCALE 6" = 1'-0"PLAN /SECTION AT LOCK MITER EDGE10SCALE 6" = 1'-0"NOOK DIVIDER AT WALL4SCALE 6" = 1'-0"NOOK DIVIDER BASE DETAIL31NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
WOOD VENEER ON 3/4" SUBSTRATEFINSH TO WRAP ALL EXPOSED EDGES.FASTEN TO WALL WITH Z-CLIPS AS NEEDEDHARDWOOD BASE ATTACHED DIRECTLY TO WALLFINISH FLOOR2"SCHEDULED PARTITION - SEE PLANWOOD VENEER ON 3/4" SUBSTRATE, TYP.FINSH TO WRAP ALL EXPOSED EDGES.SCHEDULED PARTITIONFINISHED HARDWOOD CLEAT AT REVEALFASTEN TO WALL WITH Z-CLIPS AS NEEDEDWOOD VENEER ON 3/4" SUBSTRATE, TYP.FINSH TO WRAP ALL EXPOSED EDGES.SCHEDULED PARTITIONTYP. U.N.O.1 1/2"FINISH CEILING - SEE RCP FOR ADJACENT CONDITIONSFASTEN TO WALL WITH Z-CLIPS AS NEEDEDLOCK MITER EDGEWOOD VENEER ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP ALL EXPOSED EGDES.SCHEDULED PARTITION - SEE PLANWOOD VENEER ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP ALL EXPOSED EGDES.WOOD VENEER ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP ALL EXPOSED EGDES.TYPICAL STRAIGHT BOOKCASE - REF. TO ELEVATIONONLY AT END LOCATIONS1 1/2"1/4" FINISHED HARDWOOD CLEAT3/4"1/4"EDGE OF SHELF2"ALUM STOREFRONT JAMB EXTRUSIONSCHEDULED GLAZINGSCHEDULED PARTITION - SEE PLAN (ADJACENT CONDITIONS VARY)SEALANT AT JOINTEQEQATTACH JAMB EXTRUSION TO STUDS IN WALL - SHIM / PROVIDE BLOCKING AS REQ'D 4"WV WALL PANEL TO EXTEND OVER JAMB FACEVARIES - SEE PLANALUMINUM STOREFRONT JAMB - REFER TO PLAN LOCATIONS. CONDITIONS VARY.EDGE OF WV CLG ABOVEWOOD VENEER ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP ALL EXPOSED EGDES.1/4" FINISHED HARDWOOD CLEATEDGE OF WV SOFFIT ABOVEFASTEN TO WALL WITH Z-CLIPS AS NEEDEDSCHEDULED PATITION - SEE PLANLOCK MITER EDGEWOOD VENEER ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP ALL EXPOSED EGDES.1/4" FINISHED HARDWOOD CLEATSCHEDULED GLAZING WITH EASED POLISHED EDGES.SEE PLAN FOR LOCATIONS.ALIGNRECESSED ALUMINUM BASE RAIL, BELOWRECESSED ALUM GLASS CHANNEL JAMBFASTEN TO WALL WITH Z-CLIPS AS NEEDEDSCHEDULED PARTITION - SEE PLANWOOD VENEER ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP ALL EXPOSED EGDES.1/4" FINISHED HARDWOOD CLEATALIGNSCHEDULED PARTITION - SEE PLANSFASTEN TO WALL WITH Z-CLIPS AS NEEDEDWOOD VENEER ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP ALL EXPOSED EGDES.1/4" FINISHED HARDWOOD CLEATDOOR JAMB - SEE DOOR SCHEDULEALIGNFASTEN TO WALL WITH Z-CLIPS AS NEEDEDSCHEDULED PARTITION - SEE PLANSTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 6" = 1'-0"4/6/2018 12:33:21 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A943INTERIOR MILLWORKDETAILS - WOOD VENEERSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCONSTRUCTION DOCUMENTSSCALE 6" = 1'-0"1TYPICAL WOOD VENEER WALL PANELDETAIL AT BASESCALE 6" = 1'-0"2TYPICAL WOOD VENEER WALL PANELDETAIL AT JOINTSCALE 6" = 1'-0"3TYPICAL WOOD VENEER WALL PANELDETAIL AT CEILINGSCALE 6" = 1'-0"4PLAN AT WOOD VENEER WALLPANEL MITER CORNERSSCALE 6" = 1'-0"6PLAN /SECTION AT WOOD VENEERPORTAL CORNERSSCALE 6" = 1'-0"7PLAN AT WOOD VENEER PORTAL 1SCALE 6" = 1'-0"8PLAN AT WOOD VENEER PORTAL 2SCALE 6" = 1'-0"9PLAN /SECTION AT WOOD VENEERWALL PANELING EDGE AT GWBCORNERSCALE 6" = 1'-0"10PLAN AT WOOD VENEER PORTAL 41NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
FINISH CEILINGSCHEDULED PARTITIONCROWN MOULDING3/4" HARDWOOD SILL3/4" HARDWOOD APRON1 1/2"2 1/4"GREY HATCH INDICATES SALVAGED MILLWORK TO BE CUT AND REASSEMBLED TO MATCH ELEVATIONS5"3/4" HARDWOOD BASEFINISH CEILINGATTACH WITH Z-CLIPS AS NEEDEDCROWN MOULDING3/4" HARDWOOD SILL3/4" HARDWOOD APRON1 1/2"2 1/4"GREY HATCH INDICATES SALVAGED MILLWORK TO BE CUT AND REASSEMBLED TO MATCH ELEVATIONS5"3/4" HARDWOOD BASE1 1/2"3/4" HARDWOOD HEAD/JAMB EXTENSION3/4" HARDWOOD TRIM AT HEAD/JAMB OF WINDOW3/4" HARDWOOD TRIM AT HEAD/JAMB OF WINDOWACCOUSTIC WRAPPED PANELFINISH CEILINGSCHEDULED PARTITIONCROWN MOULDING3/4" HARDWOOD SILL3/4" HARDWOOD APRON1 1/2"2 1/4"GREY HATCH INDICATES SALVAGED MILLWORK TO BE CUT AND REASSEMBLED TO MATCH ELEVATIONS5"3/4" HARDWOOD BASEACCOUSTIC WRAPPED PANELATTACH WITH Z-CLIP AS NEEDEDFINISH CEILINGSCHEDULED PARTITIONCROWN MOULDING3/4" HARDWOOD CHAIR RAIL3/4" HARDWOOD APRON1 1/2"1 1/2"3/4" HARDWOOD BASEPICTURE RAILSCHEDULED PARTITION3/4" HARDWOOD JAMB HEAD3/4" HARDWOOD APRON1 1/2"EQEQ1 1/2"3/4"3/4"3/4" HARDWOOD SILLFINISH CEILINGCROWN MOULDING3/4" HARDWOOD SILL3/4" HARDWOOD APRON1 1/2"3/4" HARDWOOD BASE1 1/2"3/4" HARDWOOD HEAD/JAMB EXTENSION3/4" HARDWOOD TRIM AT HEAD/JAMB OF WINDOW3/4" HARDWOOD TRIM AT HEAD/JAMB OF WINDOW1 1/2"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 6" = 1'-0"4/6/2018 12:33:27 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A944INTERIOR MILLWORKDETAILS - SALVAGEDMILLWORKSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCONSTRUCTION DOCUMENTSSCALE 6" = 1'-0"SALVAGED MILLWORK DETAIL1SCALE 6" = 1'-0"SALVAGED MILLWORK DETAIL AT WINDOW WITH AWP3SCALE 6" = 1'-0"SALVAGED MILLWORK DETAIL WITH AWP2SCALE 6" = 1'-0"CONWAY RAIL / MOULDING DETAIL4SCALE 6" = 1'-0"CONWAY MOULDING DETAIL AT INTERIOR WINDOW6SCALE 6" = 1'-0"CONWAY RAIL AND SILL DETAIL AT EXTERIOR WINDOW5NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
2' - 0"1' - 11"1' - 11"1' - 11"1' - 11"2 1/4"1/4"1/4"1/4" WOOD REVEAL3/4" WOOD SHELF, ADJUSTABLESOFFIT, SEE RCPPIN HOLES FOR ADJ SHELF SUPPORTS, SEE SPEC FOR HARDWARECABINET BODY CONSTRUCTION OF 3/4" WOOD. FINISH TO WRAP AT ALL EXPOSED EDGES, TYP. SECURE TO ADJ CABINET SIDEWALL + METAL STUD FRAMINGWOOD CABINET HEAD, SECURE TO SOFFITWOOD BLOCKING AS REQ'D TYP.WOOD BASE, SEE SPECSTOREFRONT, SEE DETAILS1 3/4"1"3/4" WOOD VALANCECORDLESS LED LIGHTING SYSTEM, SEE ELEC1/4" WOOD REVEAL3/4" WOOD SHELF, ADJUSTABLESOFFIT, SEE RCPPIN HOLES FOR ADJ SHELF SUPPORTS, SEE SPEC FOR HARDWARECABINET BODY CONSTRUCTION OF 3/4" WOOD. FINISH TO WRAP AT ALL EXPOSED EDGES, TYP. SECURE TO ADJ CABINET SIDEWALL + METAL STUD FRAMINGWOOD CABINET HEAD, SECURE TO SOFFITWOOD BLOCKING AS REQ'D TYP.WOOD BASE, SEE SPECSTOREFRONT, SEE DETAILS1' - 11"3' - 10"1' - 11"2' - 0"1 1/2"3/4" WOOD VALANCECORDLESS LED LIGHTING SYSTEM, SEE ELEC1/4"1/4"1 3/4"2 1/4"1"1 3/4"1/4"1/4"1/4" WOOD REVEAL3/4" WOOD SHELF, ADJUSTABLESOFFIT, SEE RCPPIN HOLES FOR ADJ SHELF SUPPORTS, SEE SPEC FOR HARDWARECABINET BODY CONSTRUCTION OF 3/4" WOOD. FINISH TO WRAP AT ALL EXPOSED EDGES, TYP. SECURE TO ADJ CABINET SIDEWALL + METAL STUD FRAMINGWOOD CABINET HEAD, SECURE TO SOFFITWOOD BLOCKING AS REQ'D TYP.WOOD BASE, SEE SPECSTOREFRONT, SEE DETAILS2 1/4"1"1' - 11"1' - 11"3' - 10"2' - 0"3/4" WOOD VALANCECORDLESS LED LIGHTING SYSTEM, SEE ELECFIXED SHELF, WOOD VENEER ON 3/4" SUBSTRATE. FINISH TO WRAP ALL EXPOSED EDGES, TYP.WOOD CABINET HEAD, WOOD VENEER ON 3/4" SUBSTRATE. SECURE TO SOFFIT.3/4" WOOD VALANCECORDLESS LED LIGHTING SYSTEM, SEE ELECCABINET BODY, WOOD VENEER ON 3/4" SUBSTRATE1' - 6 1/4"1' - 6 1/2"1' - 6 1/2"1' - 6 1/2"GLASS DOOR ON PIVOT HINGES AT HEAD AND BASE. PROVIDE LOCK + DOOR HARDWARE PULLS.2" METAL GLAZING CHANNELWALL, BEYONDGWB SOFFIT, SEE RCP1/4" REVEAL AT TOP AND SIDES.1/4"1/4"CLEAT WITH WOOD VENEER ON 3/4" SUBSTRATE2" HIGH VALANCE FOR UNDERCABINET LIGHT -SEE ELECTRICAL PLANS FOR LOCATIONS. WOOD VENEER ON 3/4" SUSTRATETAB PULL, SEE SPEC.SECURE WITH COUNTERSUNK SCREW.WOOD VENEER ON 1/2 " THICK BACKERBOARDWOOD VENEER ON 3/4 " SUBSTRATE ADJUSTABLE SHELF CABINET CONSTRUCTED OF WOOD VENEER ON 3/4" SUBSTRATECEILING AS SCHEDULED-SEE RCPWOOD VENEER 1/2" SUBSTRATE AT HEAD FOR DOOR STOP1' - 3" TYP, U.N.O.1 1/2"1/4" REVEAL AT TOP, TYP.1/4"2' - 6"ADJUSTABLE SHELVING1 1/2" SSF COUNTER WITH MINIMALLY EASED EDGES ON 3/4" PLYWOOD1/2" WV BACK PANELSCHEDULED PARTITIONPROVIDE COLOR MATCHING SEALANT AT WALL AS REQUIREDFINISH FLOORRECESSED SHELF STANDARD - SEE SPEC.DOOR:WOOD VENEER ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP AT ALL EXPOSED EDGES, TYP.DRAWER:WOOD VENEER ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP AT ALL EXPOSED EDGES + FACES OF DRAWER, TYP.5 169/256" 1/2"WOOD DOOR STOPA9403SIMWHITE OAK BASE - SCRIBE TO FLOOR2 1/4"3"TAB PULL, SEE SPEC.SECURE WITH COUNTERSUNK SCREW.2' - 0"2' - 10"1 1/2" SSF COUNTER WITH MINIMALLY EASED EDGES ON 3/4" PLYWOOD1/2" WV BACK PANELSCHEDULED PARTITIONPROVIDE COLOR MATCHING SEALANT AT WALL AS REQUIREDFINISH FLOORDRAWER:WOOD VENEER ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP AT ALL EXPOSED EDGES + FACES OF DRAWER, TYP.1/2"8"1/2"1' - 3 63/256"1/2"WOOD DRAWER STOPA9403SIMWHITE OAK BASE - SCRIBE TO FLOOR2 1/4"3"5 5/8"2' - 10"2' - 0"TAB PULL,SEE SPEC.1/2" WV BACK PANELSCHEDULED PARTITIONFINISH FLOORDRAWER:WOOD VENEER ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP AT ALL EXPOSED EDGES + FACES OF DRAWER, TYP.1/2"8"1/2"1' - 3 63/256"WOOD DRAWER STOPWHITE OAK BASE - SCRIBE TO FLOOR2 1/4"3"5 5/8"TAB PULL ON SIDE OF DOOR, SEE SPEC.SECURE WITH COUNTERSUNK SCREW.WOOD VENEER ON 3/4 " SUBSTRATE ADJUSTABLE SHELF. TYP. CABINET CONSTRUCTED OF WOOD VENEER ON 3/4" SUBSTRATECEILING AS SCHEDULED-SEE RCPWOOD VENEER 1/2" SUBSTRATE AT HEAD FOR DOOR STOP1/4" REVEAL AT TOP, TYP.1/4"WOOD VENEER ON 1/2 " THICK BACKERBOARDTAB PULL ON SIDE OF DOOR, SEE SPEC.SECURE WITH COUNTERSUNK SCREW.7' - 6"RECESSED STANDARD, SEE SPEC.5"1 1/2" SETBACKMICROWAVEWOOD VENEER ON 3/4" SUNSTRATE, FRAME AROUND MICROWAVE - ALL SIDESTOUCH LATCHB.O. PULL FLUSH W/ B.O. DOORDRAWER:WOOD VENEER ON 3/4" SUBSTRATE, TYP.FINISH TO WRAP AT ALL EXPOSED EDGES + FACES OF DRAWER, TYP.A9403SIM1 1/2" SSF COUNTER WITH MINIMALLY EASED EDGES ON 3/4" PLYWOODSCHEDULED PARTITIONPROVIDE COLOR MATCHING SEALANT AT WALL AS REQUIRED1/2"CUT OUT FOR ELECTRICAL OUTLET1/2" BACKERBOARD WITH WHITE MELAMINE FINISH ON EXPOSED INTERIOR SURFACESTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 12:33:38 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A945INTERIOR MILLWORKDETAILS - SECURE STACKS +LVL 2 SC EXHIBITSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCONSTRUCTION DOCUMENTSSCALE 1 1/2" = 1'-0"SECTION - SC SECURE EXHIBIT - CENTER2SCALE 1 1/2" = 1'-0"SECTION - SC SECURE EXHIBIT - RIGHT1SCALE 1 1/2" = 1'-0"SECTION - SC SECURE EXHIBIT - LEFT3SCALE 1 1/2" = 1'-0"SECTION - SC EXHIBIT DISPLAY4SCALE 1 1/2" = 1'-0"UPPER CABINETS8SCALE 1 1/2" = 1'-0"SECTION - BASE CABINET W/DRAWER + DOOR5SCALE 1 1/2" = 1'-0"SECTION - BASE CABINET W/DRAWERS6SCALE 1 1/2" = 1'-0"SECTION - PANTRY9SCALE 1 1/2" = 1'-0"SECTION - MICROWAVE CABINET7NO. DATE DESCRIPTION
DN272422DD.8EF25.53' - 0"3' - 0 1/2"3' - 0"4' - 3"3' - 0"3' - 0"3' - 11"25.326.6END UNIT2' - 0"TYP3' - 6"TYP3' - 6"END UNIT2' - 0"ALIGNSLIDE OUT REFERENCE SHELF, TYP.C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C25' - 6"RECESSED RAILS, TYP. FINAL SPACING AND LOCATIONS TO BE COORDINATED W/ SYSTEM MFGRC2C2C2C2C2C2C2C2C2C2C2C2A9522SIMA9522SIMA9522SIMA9522SIM25.922.9262422DD.8EF4' - 7"4' - 2"4' - 4 3/4"3' - 10"4' - 8"25.325.4SLIDE OUT REFERENCE SHELF, TYP.RECESSED RAILS, TYP. FINAL SPACING AND LOCATIONS TO BE COORDINATED W/ SYSTEM MFGRA9522SIMA9522SIMA9522SIMA9522SIMC2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2SLIDE OUT REFERENCE SHELF, TYP.RECESSED RAILS, TYP. FINAL SPACING AND LOCATIONS TO BE COORDINATED W/ SYSTEM MFGREND UNIT2' - 0"TYP3' - 7"TYP3' - 6"END UNIT2' - 0"CLR5' - 6"9"25.922.923H17.821.219.4OVERSIZESTORAGE7' - 11 1/2"3' - 2"3' - 2"4' - 2 1/8"CUSTOM MILLWORK OPEN DISPLAY SHELVINGKMIN4' - 6"+/- 4' - 10 1/2"J.5C2HS1MF1MF1MF1RS1FF1FF1FF1FF1FF1FF1FF1FF1FF1FF1FF1FF1FF1FF1FF1FF1FF1FF1FF1FF1FF1FF1FF1FF13' - 2"3' - 2"3' - 2"C2C2C2C2RECESSED RAILS, TYP. FINAL SPACING AND LOCATIONS TO BE COORDINATED W/ SYSTEM MFGREND UNIT5' - 0"TYP3' - 6"6' - 8"2 UNITS STACKEDC2SLIDE-OUT REFERENCE SHELF, TYP.A9521TYPA9521TYPA9521TYPA9521TYPC2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C222.921.321.420.118.918.717.717.416.116.213121110987632D.9F.3J4E.55D.41.713.613.91K2.7J.52.5A9524SIM+/- 5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 7"+/- 6' - 5 1/8"ALIGN5' - 0"END UNIT2' - 9"TYP3' - 0"C1TYPC1C1C1C1C1C1C1C1C1C1C1C1C1TYP TYP TYP TYP TYP TYPTYPTYPTYPTYPA9525SIM+/- 4' - 4"+/- 4' - 5"+/- 6' - 4"+/- 4' - 8 5/8"+/- 4' - 8 5/8"+/- 4' - 4"+/- 4' - 4"A9524SIMA9524SIMA9524SIM+/- 5' - 3"RECESSED RAILS, TYP. FINAL LOCATIONS AND SPACING TO BE COORDINATED W/ SYSTEM MFGRSLIDE OUT REFERENCE SHELF, TYP.END UNIT3' - 4"TYP3' - 0"1' - 1"5' - 0"1' - 1"4' - 10 1/2"1' - 1 1/2"TYPC1EQTYP3' - 0"EQA9525SIMA9525SIMA9525SIMA9525SIMA9525SIMA9525SIMA9525SIMNJB-29NJB-3013.814.114.213.513.413.112.310.49.9NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/8" = 1'-0"4/6/2018 12:34:20 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A950COMPACT SHELVING PLANSAND SCHEDULESMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETCOMPACT SHELVING SCHEDULELevel Type Mark DescriptionTYP SECTIONWIDTHHeight SHELF DEPTHSHELVES PERUNITComments Count LF TotalGENERAL COLLECTIONS COMPACTLEVEL G C1 COMPACT CANTILEVER MOBILESHELVING3' - 0" 7' - 9" 9" NOMINAL 7 15 27,399.75GENERAL COLLECTIONS COMPACT27,399.75SPECIAL COLLECTIONS COMPACTLEVEL G C2 COMPACT CASE TYPE MOBILESHELVING3' - 6" 7' - 9" 1'-4" ACTUAL 7 11 13,720.00LEVEL 1 C2 COMPACT CASE TYPE MOBILESHELVING3' - 6" 7' - 9" 1'-4" ACTUAL 7 4 5,488.00LEVEL 2 C2 COMPACT CASE TYPE MOBILESHELVING3' - 6" 7' - 9" 1'-4" ACTUAL 7 4 5,488.00LEVEL 3 C2 COMPACT CASE TYPE MOBILESHELVING3' - 6" 7' - 9" 1'-4" ACTUAL 7 4 5,488.00SPECIAL COLLECTIONS COMPACT30,184.00SCALE 1/8" = 1'-0"LEVEL G STACKS_SC - SOUTH JEWELBOX3SCALE 1/8" = 1'-0"LEVEL 1 STACKS_SC - SOUTH JEWELBOX (LEVELS 2-3 SIM)4SCALE 1/8" = 1'-0"LEVEL G STACKS_SC - EAST PAVILION2SCALE 1/8" = 1'-0"LEVEL G STACKS - GENERAL COLLECTIONS1GENERAL NOTES1. REFER TO THE FOLLOWING SPECIFICATION SECTIONS FOR MORE INFORMATION: A. 115323 LIBRARY STACK SYSTEMS B. 105626 MOBILE STORAGE SHELVING2. SHELF COUNT PER UNIT INCLUDES BASE SHELF.3. TOTAL LF SHOWN FOR REFERENCE ONLY - CONTRACTOR TO VERIFY AND PROVIDE SHELVING UNITS/QTY AS INDICATED IN DRAWINGS.SC SHELVING SCHEDULELevel Type Mark Description Width Depth Height CommentsSPECIAL COLLECTIONSLEVEL G FF1 FLAT FILE 4' - 6" 3' - 5" 1' - 7" 5 HIGHLEVEL G MF1 MICROFILM 2' - 1" 2' - 4 1/2" 4' - 3 3/4" 11 HIGHLEVEL G HS1 HANGING STORAGE 12' - 1 1/2" 4' - 0" 8' - 0" 12 HANGERSLEVEL G RS1 OVERSIZE - ROLLED 6' - 0" 5' - 0" 8' - 0"SPECIAL COLLECTIONSFIXED UNIT1NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
UPUPUPUPDNDNUPDNDNDNDNDNFDUPUPDNFDFDFDFDSEE A950 FOR COMPACT SHELVINGS-01S-01P-01P-01P-01P-01S-03S-01S-01S-01S-01S-01S-05S-05S-06S-06S-06S-06S-07S-07S-07S-02S-06S-06S-07S-07S-07S-01S-01S-02S-02S-02S-02S-02S-02S-02S-02S-01S-01S-01S-05S-05S-05S-05S-05S-05S-05S-05S-05S-05S-05S-02S-02S-02S-02F-01F-01F-01S-02S-02S-02S-05S-07S-07S-07S-05S-05S-05S-05S-05S-04S-04TYP3' - 0"S-01NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/32" = 1'-0"4/6/2018 12:35:27 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A951FIXED SHELVING PLANS ANDSCHEDULESMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSHELVING COUNT LINEAR FEETLevel Type Mark Description HeightClearDepthSHELVESPER UNITComments Count LF TotalLEVEL GLEVEL G S-01 PERIMETER STRAIGHT - 8'-0" H 8' - 0" 1' - 0" 7 CUSTOM MILLWORK - SEE A940 2 575.41LEVEL G575.41LEVEL 1LEVEL 1 P-01 PERIODICAL SHELVING 7' - 6" 1' - 0" CUSTOM MILLWORK - SEE A940 4 308.60LEVEL 1 S-01 PERIMETER STRAIGHT - 8'-0" H 8' - 0"1' - 0" 7 CUSTOM MILLWORK - SEE A940 5 1,016.58LEVEL 1 S-02 PERIMETER STRAIGHT - 7'-6"H 7' - 6" 1' - 0" 7 CUSTOM MILLWORK - SEE A940 1 72.92LEVEL 1 S-03 PERIMETER STRAIGHT 2'-10"H 2' - 10" 1' - 0" 2 CUSTOM MILLWORK - SEE A940 1 18.24LEVEL 1 S-05 PERIMETER CURVED 1'-0" CLR 8' - 0" 1' - 0" 7 CUSTOM MILLWORK - SEE A940 5 142.33LEVEL 1 S-06 PERIMETER CURVED 1'-4" CLR 8' - 0" 1' - 4" 7 CUSTOM MILLWORK - SEE A940 7 273.51LEVEL 1 S-07 PERIMETER CURVED - 2'-6"H 2' - 6" 1' - 0" 2 CUSTOM MILLWORK - SEE A940 4 46.07LEVEL 11,878.26LEVEL 2LEVEL 2 S-01 PERIMETER STRAIGHT - 8'-0" H 8' - 0"1' - 0" 7 CUSTOM MILLWORK - SEE A940 5 1,166.81LEVEL 2 S-02 PERIMETER STRAIGHT - 7'-6"H 7' - 6" 1' - 0" 7 15 1,106.12LEVEL 2 S-05 PERIMETER CURVED 1'-0" CLR 8' - 0" 1' - 0" 7 CUSTOM MILLWORK - SEE A940 22 815.75LEVEL 2 S-06 PERIMETER CURVED 1'-4" CLR 8' - 0" 1' - 4" 7 CUSTOM MILLWORK - SEE A940 7 273.51LEVEL 2 S-07 PERIMETER CURVED - 2'-6"H 2' - 6" 1' - 0" 2 CUSTOM MILLWORK - SEE A940 4 46.07LEVEL 23,408.26LEVEL 3LEVEL 3 F-01 FIXED STEEL CANTILEVER SHELVING 7' - 6" 1' - 8 1/2" 7 METAL SHELVING SYSTEM - SEESPEC30.00LEVEL 3 S-02 PERIMETER STRAIGHT - 7'-6"H 7' - 6"1' - 0" 7 CUSTOM MILLWORK - SEE A900 6 1,137.42LEVEL 3 S-04 PERIMETER STRAIGHT - 4'-0"H 4' - 0" 2' - 2" 4 CUSTOM MILLWORK - SEE A900 2 67.17LEVEL 3 S-05 PERIMETER CURVED 1'-0" CLR 8' - 0" 1' - 0" 7 CUSTOM MILLWORK - SEE A940 12 432.52LEVEL 3 S-07 PERIMETER CURVED - 2'-6"H 2' - 6" 1' - 0" 2 CUSTOM MILLWORK - SEE A900 4 52.60LEVEL 31,689.71LEVEL 4LEVEL 4 S-01 PERIMETER STRAIGHT - 8'-0" H 8' - 0" 1' - 0" 7 1 168.58LEVEL 4168.58TOTAL LINEAR FEET7,720.23SCALE 1/32" = 1'-0"LEVEL G FIXED STACKS KEY PLANGSCALE 1/32" = 1'-0"LEVEL 1 FIXED STACKS KEY PLAN1SCALE 1/32" = 1'-0"LEVEL 2 FIXED STACKS KEY PLAN2SCALE 1/32" = 1'-0"LEVEL 3 FIXED STACKS KEY PLAN3GENERAL NOTES1. REFER TO THE FOLLOWING SPECIFICATION SECTIONS FOR MORE INFORMATION: A. 115323 LIBRARY STACK SYSTEMS B. 064023 INTERIOR ARCHITECTURAL WOODWORK2. SHELF COUNT PER UNIT INCLUDES BASE SHELF.3. TOTAL LF SHOWN FOR REFERENCE ONLY - CONTRACTOR TO VERIFY AND PROVIDE SHELVING UNITS/QTY AS INDICATED IN DRAWINGS. VIF ALL DIMENSIONS PRIOR TO INSTALLATION.4. VERTICAL SECTIONS OF CASEWORK TO BE EQUAL IN EACH RUN UNLESS OTHERWISE NOTED. REFER TO ELEVATIONSS-01 GENERAL COLLECTIONS FIXED STRAIGHT BOOKCASE (8'-0" HEIGHT, 1'-0" CLEAR DEPTH) - REFER TO A940S-02 GENERAL COLLECTIONS FIXED STRAIGHT BOOKCASE (7'-6" HEIGHT, 1'-0" CLEAR DEPTH) - REFER TO A940S-03 GENERAL COLLECTIONS FIXED STRAIGHT BOOKCASE (2'-6" HEIGHT, 1'-0" CLEAR DEPTH) - REFER TO A940S-04 COLLOCOTT FIXED STRAIGHT BOOKCASE (4'-0" HEIGHT, 1'-0" CLEAR DEPTH) - REFER TO A940S-04 GENERAL COLLECTIONS FIXED CURVED BOOKCASE (8'-0" HEIGHT, 1'-0" CLEAR DEPTH)- REFER TO A940S-05 GENERAL COLLECTIONS FIXED CURVED BOOKCASE (8'-0" HEIGHT, 1'-4" CLEAR DEPTH)- REFER TO A940S-06 GENERAL COLLECTIONS FIXED CURVED BOOKCASE (2'-10" HEIGHT, 1'-0" CLEAR DEPTH) - REFER TO A940P-01 FIXED PERIODICAL SHELVING - REFER TO A940SCALE 1/32" = 1'-0"LEVEL 4 FIXED STACKS KEY PLAN410" NOM.72 .*TOTALS DO NOT INCL. F-01F-01 FIXED CANTILEVER STEEL SHELVING - REFER TO SPEC1NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
END PANEL AS SPECIFIEDCOLUMN WITH INTUMESCENT FIREPROOFING - SEE STR DWGSPROVIDE 2 SEPARATE SHELVES AT BACK TO BACK FIXED SHELVING, END UNIT ONLYEQEQ+/- 5"+/- 5"POWER/DATA PROVIDED FOR FUTURE REFERENCE POINT TECHNOLOGY -COORDINATE WITH OWNER FOR LOCATIONS AND INTEGRATION AT END PANELSEE SPECPROVIDE FINISHED END CLOSURE AT COLUMNVERTICAL UPRIGHT2"MINIMIZE DIM.NOTE: DETAIL SHOWN FOR REFERENCE/INTENT ONLY. FINAL SYSTEM DETAILS TO BE COORDINATED W/ SELECTED MFGREND PANEL AS SPECIFIEDCOLUMN WITH INTUMESCENT FIREPROOFING - SEE STR DWGSADJUSTABLE SHELVING+/- 1' - 0"POWER/DATA PROVIDED FOR FUTURE REFERENCE POINT TECHNOLOGY -COORDINATE WITH OWNER FOR LOCATIONS AND INTEGRATION AT END PANELSEE SPECPROVIDE FINISHED END CLOSURE AT COLUMNVERTICAL UPRIGHT2"EQEQ2"ADJACENT MOBILE CARRIAGE (LEVEL G ONLY - SEE PLAN FOR LOCATIONS)NOTE: DETAIL SHOWN FOR REFERENCE/INTENT ONLY. FINAL SYSTEM DETAILS TO BE COORDINATED W/ SELECTED MFGR1' - 4"1 1/2"1' - 4"END PANEL AS SPECIFIEDCOLUMN WITH INTUMESCENT FIREPROOFING - SEE STR DWGSADJUSTABLE SHELVING+/- 1' - 0"PROVIDE FINISHED END CLOSURE AT COLUMNVERTICAL UPRIGHT2"TYP SHELF UNIT - SEE SCHEDULE/SPECEND UNIT2' - 0"INTERIOR INSULATED STOREFRONT SYSTEM8 1/8"NO BACK PANEL3"DOOR FRAMEFRAMELESS INTERIOR GLAZING SYSTEM - SEE PLANDOOR SWING - SEE PLAN / DOOR SCHEDULENOTE: DETAIL SHOWN FOR REFERENCE/INTENT ONLY. FINAL SYSTEM DETAILS TO BE COORDINATED W/ SELECTED MFGRSEE SPECEND PANEL AS SPECIFIEDCOLUMN WITH INTUMESCENT FIREPROOFING - SEE STR DWGSADJUSTABLE CANTILEVER SHELVINGPOWER/DATA PROVIDED FOR FUTURE REFERENCE POINT TECHNOLOGY -COORDINATE WITH OWNER FOR LOCATIONS AND INTEGRATION AT END PANELPROVIDE FINISHED END CLOSURE AT COLUMNVERTICAL UPRIGHTEQEQ SCHEDULE/SPECTYP SHELF UNIT - SEESEE SPECNOTE: DETAIL SHOWN FOR REFERENCE/INTENT ONLY. FINAL SYSTEM DETAILS TO BE COORDINATED W/ SELECTED MFGREND UNIT3' - 4"1' - 10"7"+/- 11"2"END PANEL AS SPECIFIEDCOLUMN WITH INTUMESCENT FIREPROOFING - SEE STR DWGSADJUSTABLE CANTILEVER SHELVINGPOWER/DATA PROVIDED FOR FUTURE REFERENCE POINT TECHNOLOGY -COORDINATE WITH OWNER FOR LOCATIONS AND INTEGRATION AT END PANELPROVIDE FINISHED END CLOSURE AT COLUMNVERTICAL UPRIGHTEQEQ SCHEDULE/SPECTYP SHELF UNIT - SEESEE SPECNOTE: DETAIL SHOWN FOR REFERENCE/INTENT ONLY. FINAL SYSTEM DETAILS TO BE COORDINATED W/ SELECTED MFGREND UNIT1' - 9"10"+/- 11"2"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 12:35:32 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A952COMPACT SHELVINGDETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"MOBILE SHELVING FIXED END AT COLUMN - SC LEVEL G1SCALE 1 1/2" = 1'-0"MOBILE SHELVING FIXED END AT COLUMN2SCALE 1 1/2" = 1'-0"SC MOBILE SHELVING FIXED END AT COLUMN AND GLASSWALL3SCALE 1 1/2" = 1'-0"GC MOBILE SHELVING FIXED END AT COLUMN4SCALE 1 1/2" = 1'-0"GC MOBILE SHELVING FIXED END AT COLUMN251NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
13LEVEL G.5188' - 0"2' - 7"SEE STRUCTURAL1' - 3"WOOD SLAT PANELINTUMESCENT PAINTED COLUMN BEYOND - SEE STRUCTURAL DWGSALIGNWOOD VENEER 3/4" SUBSTRATE -ATTACH TO STUDS W/ Z CLIPS. VENEER TO WRAP AT EXPOSED EDGES1/2" Z-CLIP CHANNEL1' - 3 1/2"HEIGHT OF WOOD SLAT FROM FINISH FLOOR3' - 6"WOOD VENEER FASCIA TO ALIGN WITH CENTER LINE OF INTUMESCENT PAINTED COLUMN4"1/2"5"4"4"FINISH FLOOROF COLUMN1/2" DIA. STEEL ROD -ATTACH TO COLUMN BEYOND 1/2" DIA. STEEL ROD -ATTACH TO COLUMN BEYOND 1/4" THICK STEEL BRACKET ATTACHED TO WOOD SLAT3 3/4"+/- 3 5/8"1"1/4"SCHEDULED CLGSEE RCP13.14"5/8" GWB - TYP2222LEVEL 2203' - 2"132' - 9"SEE STRUCTURAL1' - 3"1' - 4 1/2"WOOD SLAT PANELINTUMESCENT PAINTED COLUMN BEYOND - SEE STRUCTURAL DWGSALIGN1/2" LAMINATED GLASS1/2" Z-CLIP CHANNELOVERALL WOOD SLAT HEIGHT4' - 4 1/2"5"4"1/2"2"2" RETURN AIR SLOTWOOD VENEER 3/4" SUBSTRATE -ATTACH TO STUDS W/ Z CLIPS. VENEER TO WRAP AT EXPOSED EDGES3 3/4"+/- 3 3/4"WOOD VENEER FASCIA TO ALIGN WITH CENTER LINE OF INTUMESCENT PAINTED COLUMN1/2" DIA. STEEL ROD -ATTACH TO COLUMN BEYOND 1/2" DIA. STEEL ROD -ATTACH TO COLUMN BEYOND 1/4" THICK STEEL BRACKET ATTACHED TO WOOD SLAT4"4"WOOD VENEER 3/4" SUBSTRATE -ATTACH TO STUDS W/ Z CLIPS. VENEER TO WRAP AT EXPOSED EDGESHARDWOOD EDGEFINISH FLOOR1"1/4"SCHEDULED CLGSEE RCPOF COLUMNCONCEALED ALUM BASE GLASS CHANNELOF GLASS ON COL LINE13.15/8" GWB - TYP22222"LEVEL 3214' - 2"132' - 4"1' - 2"SEE STRUCTURAL1' - 3"WOOD SLAT PANELINTUMESCENT PAINTED COLUMN BEYOND - SEE STRUCTURAL DWGS1/2" LAMINATED GLASS1/2" Z-CLIP CHANNELALIGNHARDWOOD EDGEFINISH FLOORHORIZONTAL SIDEWALL TYCO SPRINKLER +/- 1" FROM WINDOW FRAME1/2" TO 4" FROM FACE OF GLASS2"OVERALL WOOD SLAT HEIGHT3' - 10"4 1/4"1 1/2"5"1/2" DIA. STEEL ROD -ATTACH TO COLUMN BEYOND 1/2" DIA. STEEL ROD -ATTACH TO COLUMN BEYOND 1/4" THICK STEEL BRACKET ATTACHED TO WOOD SLATWOOD VENEER 3/4" SUBSTRATE -ATTACH TO STUDS W/ Z CLIPS. VENEER TO WRAP AT EXPOSED EDGESOF COLUMN+/- 2 1/4"4"4"OF GLASS1"1/4"3 3/4"+/- 3 5/8"CONCEALED ALUM BASE GLASS CHANNELSCHEDULED CLGSEE RCP2"CONCEALED ALUM HEAD GLASS CHANNELOF GLASS ON COLUMN LINE1 1/2"4 1/4"5"SCHEDULED CLGSEE RCPINTUMESCENT PAINTED COLUMN BEYOND - SEE STRUCTURAL DWGS1/2" LAMINATED GLASSHORIZONTAL SIDEWALL TYCO SPRINKLER +/- 1" FROM WINDOW FRAME1/2" TO 4" FROM FACE OF GLASSMTL STUD TO STRUCTURE ABOVE5/8" GWB+/- 2 1/4"2"13.1WOOD VENEER 3/4" SUBSTRATE -ATTACH TO STUDS W/ Z CLIPS. VENEER TO WRAP AT EXPOSED EDGES25/8" GWB, TYP.222LEVEL 2203' - 2"F2' - 0"1' - 6"2"1' - 3"FINISH FLOORSEE STRUCTURAL9 1/2"METAL PICKET RAILING WITH HARDWOOD HANDRAIL (RL-1)WOOD VENEER 3/4" SUBSTRATE -ATTACH TO STUDS W/ Z CLIPS. VENEER TO WRAP AT EXPOSED EDGESHARDWOOD EDGE1"1/4"SCHEDULED CLGSEE RCPALIGN RAILING WITH CENTERLINE OF COLUMN1' - 6"1SEE STRUCTURAL FOR HANGER LOCATION5/8" GWB, TYP.22LEVEL 2203' - 2"202' - 0"2 1/2"SEE STRUCTURAL7"7 1/2"FINISH FLOOR BEYOND1/2" LAMINATED GLASSWOOD VENEER PANEL ON WALL BEYONDEDGE OF WALL BEYONDGWB W/ PLASTER FINISH ON FURRING CHANNEL - ALIGN WITH ADJACENT WALL1 1/2" METAL STUDOF GLASSOF BEAM4"1"1/4"SCHEDULED CLGSEE RCPFINISH FLOORGWB W/ PLASTER FINISHALUMINUM STRUCTURAL TUBESTRUCTURAL SILICONE JOINT1' - 1 1/2"7 1/2"FACE OF GWB SOFFIT BEYOND - SEE RCP22LEVEL 2203' - 2"A.5SEE STRUCTURAL9 1/2"WOOD VENEER PANEL ON WALL BEYOND3/4" WOOD VENEER CEILING PANEL - SEE RCP FOR REFERENCE5/8" GWB, TYP.3 5/8" METAL STUD2"FINISH FLOOR BEYONDMETAL PICKET RAILING WITH HARDWOOD HANDRAIL (RL-1)HARDWOOD EDGE2' - 0"SCHEDULED CLGSEE RCPWOOD VENEER 3/4" SUBSTRATE -ATTACH TO STUDS W/ Z CLIPS. VENEER TO WRAP AT EXPOSED EDGESFINISH FLOOR1/4"1"A9212TYP1/4"3/4"222EDGE/FACE OF WOOD VENEER PORTAL BEYONDLEVEL 2203' - 2"T.O. STEEL LEVEL 2 SCEL. 202' - 5 3/4"13.9WOOD VENEER PANEL ON WALL BEYOND1' - 6 1/2"HARDWOOD EDGE1/2" LAMINATED GLASS1/2" LAMINATED GLASSVERTICAL SIDEDWALL TYCO SPRINKLER- +/- 1" TO 3" FROM WINDOW FRAME+/- 4" TO 12" FROM FACE OF GLASS3 5/8" METAL STUD; MAINTAIN 2HR RATING ABOVE GLASS HEAD1/2" Z-CLIP CHANNEL4"2' - 0"CONCEALED ALUM GLASS HEAD CHANNEL; PROVIDE BLOCKING AT HEAD AS REQ'DCONCEALED ALUM GLASS BASE CHANNELFINISH FLOOR1 1/4"OF GLASS6 1/2"5 1/4"OF GLASSSCHEDULED CLGSEE RCPWOOD VENEER 3/4" SUBSTRATE -ATTACH TO STUDS W/ Z CLIPS. VENEER TO WRAP AT EXPOSED EDGES3"4"4"22FINISH FLOOR2"WOOD VENEER PANEL ON WALL BEYOND3 5/8" METAL STUDMETAL PICKET RAILING WITH HARDWOOD HANDRAIL (RL-1)HARDWOOD EDGE1/2" OBSCURED LAMINATED FIXED GLASS PANEL - SEE ELEVATION1' - 0"3 5/8" METAL STUD1/4"WOOD VENEER 3/4" SUBSTRATE -ATTACH TO STUDS W/ Z CLIPS. VENEER TO WRAP AT EXPOSED EDGESEQEQSCHEDULED CLGSEE RCP1/2" Z-CLIP CHANNELOF GLASS1' - 0"OF COLUMNDWOOD VENEER PANEL ON WALL BEYONDFINISH FLOORMETAL PICKET RAILING WITH HARDWOOD HANDRAIL (RL-1)WOOD VENEER 3/4" SUBSTRATE -ATTACH TO STUDS W/ Z CLIPS. VENEER TO WRAP AT EXPOSED EDGESHARDWOOD EDGESCHEDULED CLGSEE RCPOF BEAMOF RAILINGSEE RCP1' - 3"11 1/2"6"1' - 6"1/4"1"COLUMN W/ INTUMESCENT FIREPROOFING BEYON D- SEE STR5/8" GWB, TYP.2225 1/4"4"4"7"4"SCHEDULED CLGSEE RCPSCHEDULED CLGSEE RCPOF GLASS1/2" LAMINATED GLASSVERTICAL SIDEDWALL TYCO SPRINKLER- +/- 1" TO 3" FROM WINDOW FRAME+/- 4" TO 12" FROM FACE OF GLASS3 5/8" METAL STUDCONCEALED ALUM GLASS HEAD CHANNELFINISH FLOORSCHEDULED CEILING REFER TO RCP OF COLUMNPROVIDE 2 HR SEPARATION AT CLG ABOVE GLASSTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 1:30:32 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A960INTERIOR DETAILS - SLABEDGESMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"NORTH JEWEL BOX EDGE OF SLAB CONDITION - LEVEL 11SCALE 1 1/2" = 1'-0"NORTH JEWEL BOX EDGE OF SLAB CONDITION - LEVEL 22SCALE 1 1/2" = 1'-0"NORTH JEWEL BOX EDGE OF SLAB CONDITION - LEVEL 34SCALE 1 1/2" = 1'-0"CENTER PAVILLION EDGE OF SLAB CONDITION - EAST3SCALE 1 1/2" = 1'-0"CENTER PAVILLION EDGE OF SLAB CONDITION - SOUTH9SCALE 1 1/2" = 1'-0"WEST PAVILLION EDGE OF SLAB CONDITION7SCALE 1 1/2" = 1'-0"CENTER PAVILION EDGE OF SLAB CONDITION - NORTH6SCALE 1 1/2" = 1'-0"SECTION THROUGH WEST PAVILION8SCALE 1 1/2" = 1'-0"CENTER PAVILLION EDGE OF SLAB CONDITION - WEST12SCALE 1 1/2" = 1'-0"11DELUGE SPRINKLER DETAIL ATNORTH JEWEL BOX 2 HR GLAZING111111111NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #12 3/27/18 PACKAGE 4 - ADDENDUM #2
1 1/2"FACE OF INTERIOR FINISH DIMENSIONED ON A605 PLANSCURVED METAL PANELCURVED, TAPERED GLAZED WALL5 1/2"VARIES1 1/2"1/4" REVEALTAPERED SOLID WALL1' - 0"BRACE BACK TO STRUCTURE6 1/2" MINL3-1/2X3-1/2 FRAMING TO SUPPORT GLAZING ABOVE AND BELOWHEIGHT OF DRAFT STOP1' - 8"3 1/2"CURVED, TAPERED GLAZED WALLSCHEDULED CLGSEE RCP1' - 0"1/4"8"SCHEDULED PATITION SEE PLANFINISH FLOOROF BEAM4.6°SCHEDULED CLGSEE RCPPLAN DIMENSIONS TO FINISH FACE OF METAL PANEL9 3/8"4 1/2"+/- 2"+/- 2"5"5"5"OF GLASSOF BEAM1 1/2"1' - 6 7/8"SCHEDULED CLGSEE RCPFRAMELESS INTERIOR GLASS PARTITION2 1/4"2 1/4"METAL PANELHORIZONTAL SIDEWALL TYCO SPRINKLER +/- 1" FROM WINDOW FRAME1/2" TO 4" FROM FACE OF GLASSFINISH FLOOR16.3EDGE OF SLAB1/4"1 1/2"ELLIPTICAL DIMENSIONED IN PLAN - FINISH FACE OF METAL PANELEOS5 1/2"1/4" SST EDGEFRAMELESS INTERIOR GLASS PARTITION16.2THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:36:08 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A961INTERIOR DETAILS - OCULUSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"SLAB EDGE DETAIL AT OCULUS GLAZING (NON SLOPED)1SCALE 1 1/2" = 1'-0"Detail 367SCALE 1 1/2" = 1'-0"SLAB EDGE DETAIL AT OCULUS SLOPING WALL2SCALE 1 1/2" = 1'-0"SLAB EDGE DETAIL AT OCULUS - LEVEL 14SCALE 3" = 1'-0"PLAN DETAIL AT OCULUS - SOLID WALL TO GLAZING511111NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
2120D3A9634"2 1/4"4"2"1' - 0"11"4"RL-1 GUARDRAIL SEE SHEET A921 EDGE OF FINISH FLOOR. ALIGN WITH FACE OF SCHEDULED PARTITIONSCHEDULED PARTITION. SEE FLOOR PLANSTL CONNECTOR TO TUBE STEEL. REFER TO STRUCTURAL DWG1/2" LAMINATED GLASS7A9609A9601/2" LAMINATED GLASSALUMINUM STRUCTURAL TUBECONCEALED ALUM GLASS CHANNELCONCEALED ALUM GLASS CHANNEL7 1/2"D11"1' - 0"2"6"4"SEE RCPFINISH FLOORA9213SIM10 1/4"OF COLUMNMETAL PICKET RAILING WITH HARDWOOD HANDRAIL (RL-1)WOOD VENEER 3/4" SUBSTRATE -ATTACH TO STUDS W/ Z CLIPS. VENEER TO WRAP AT EXPOSED EDGESHARDWOOD EDGE1/2" Z CLIP CHANNELWOOD VENEER BEYONDFINISH FLOOR20FRL-1 GUARDRAIL SEE SHEET A921 3A9601' - 1 1/2"7 1/2"EDGE OF FINISH FLOOR. ALIGN WITH FACE OF SCHEDULED PARTITION2"EDGE OF FLOOR SLABSCHEDULED PARTITION. SEE FLOOR PLANTRANSISTION FROM 6" STUD TO 3 5/8" STUD IN THIS LOCATION TO FRAME AROUND STRUCTURAL COLUMNSTL CONNECTOR TO TUBE STEEL. REFER TO STRUCTURAL DWG1/2" LAMINATED GLASSHSS 10X6 TUBE STEEL. REFER TO STRUCTURAL DWG2 1/4"CONCEALED ALUM GLASS CHANNEL4"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"4/6/2018 12:36:13 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000A963INTERIOR DETAILS - SLABEDGESMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1 1/2" = 1'-0"PLAN DETAIL AT LEVEL 2 CENTER PAVILLION MEZZANINE - SW1SCALE 1 1/2" = 1'-0"SECTION DETAIL AT WALL GAP31SCALE 1 1/2" = 1'-0"PLAN DETAIL AT LEVEL 2 CENTER PAVILION - SE2111NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
AD3012AD30111AD3111AD3112AD3112AD311OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPENTO BELOW184' - 0 1/2"183' - 5 1/2"A3011A3012A3013A3014A3015A300AG2AD-1AD-1AD-11AD-3AD-11AD-3AD-11AD-20AD-20AD-20AD-5AD-22AD-22AD-22AD-22AD-2AD-11AD-5AD-19AD-19AD-23AD3023AD-5A3016A3017A3018A301911A700A7001315A70020A70024AD-34AD-351) VERIFICATION OF EXISTING CONDITIONS:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK.b. EXISTING CONDITIONS SHOWN IN THESE DOCUMENTS ARE APPROXIMATE AND WERE DERIVED FROM AVAILABLE RECORD DRAWINGS PROVIDED BY THE OWNER.c. THE EXISTING CONDITIONS FOUND IN THE FIELD MAY DIFFER DUE TO PAST ALTERATIONS THAT HAVE NOT BEEN DOCUMENTED. NOTIFY ARCHITECT IMMEDIATELY OF DEVIATIONS IN EXISTING CONDITIONS, THAT MAY AFFECT THE FUTURE CONSTRUCTION OF THE NEW WORK.2) PROTECTION OF EXISTING CONDITIONS:a. PROTECT ALL ELEMENTS TO REMAIN DURING DEMOLITION WORK AGAINST AIRBORNE DEBRIS AND DUST WITH A SUITABLE BARRIER.b. PATCH AND REPAIR OR REPLACE ANY ELEMENTS TO REMAIN THAT MAY HAVE BEEN DAMAGED OR DESTROYED DURING THE DEMOLITION WORK.c. PROTECT, CAP, COVER OR SEAL ALL PENETRATIONS AND OPENINGS (VISIBLE OR CONCEALED) IN THE WORK AREA THAT MAY ALLOW AIRBORNE CONTAMINANTS TO LEAVE THE WORK AREA OR MOISTURE TO ENTER THE BUILDING. AT EXISTING PARTITIONS, SEAL ALL PENETRATIONS TO MAINTAIN EXISTING FIRE/ SMOKE RATINGS.d. SALVAGE ALL SLATE ROOFING SHINGLES TO BE REMOVED AND RETURN TO OWNER.3) OWNERS EQUIPMENT:a. THE OWNER WILL REMOVE ALL EQUIPMENT, FURNISHINGS, WINDOW TREATMENTS, ART WORK AFFIXED TO WALLS PRIOR TO COMMENCING DEMOLITION.4) DEMOLITION SCOPE:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL ELEMENTS REQUIRED TO ACCOMMODATE NEW WORK WHETHER SHOWN OR NOT.b. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION SCOPE. DO NOT PROCEED WITH REMOVAL OF MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION ELEMENTS UNTIL THEY ARE FULLY DISCONNECTED.5) PATCH AND REPAIR:a. AT ALL LOCATIONS WHERE PARTITIONS ARE REMOVED, PROVIDE A FLOOR PATCH COMPOSED OF SUITABLE MATERIALS TO ACHEIVE A SMOOTH FLOOR SURFACE FOR NEW FLOORING. SIZE OF THE PATCH, AT A MINIMUM, SHALL BE ONE FOOT WIDER / LONGER THAN THAT OF THE OF THE PARTITION THAT WAS REMOVED.b. AT ALL NEW OR REUSED PENETRATIONS ( VISIBLE OR CONCEALED ) INFILL AND PATCH THE PERIMETER OF THE PENETRATION TO ACHIEVE A SNUG FIT WITH THE EXISTING WALL CONSTRUCTION, MATCH EXISTING WALL CONSTRUCTION INCLUDING THE FIRE / SMOKE RATINGS.GENERAL NOTES: DEMOLITION PLANSGENERAL NOTES AND LEGEND APPLIES TO ALL AD SERIES DRAWINGS.REFER TO SPECIFICATION SECTION 024119 FOR ADDITIONAL REQUIREMENTS.KEYED NOTES: DEMOLITION PLANS AND ELEVATIONSLEGEND: DEMOLITION PLANS EXISTING STRUCTURE/WALLS TO REMAINEXISTING TO BE DEMOLISHEDEXISTING DOOR TO REMAINEXISTING DOOR & FRAME TO BE DEMOLISHEDEXISTING CASEWORK SHELVES TO BE REMOVEDDEMOLITION SHEET NOTEEXISTING FLOOR SLAB AND STRUCTURE TO BE REMOVEDABBREVIATIONS(E) (ETR)EXISTING TO REMAIN(VIF)VERIFY IN FIELDCOMPACTSHELVINGA/68ACOMPACTSHELVINGA/68BA/68SOPHIA SMITH &ARCHIVESCORRIDORA/62BATHROOMSA/60BATHROOMSA/61CLOSETA/61aELEVATORE1-ASTAIRSST1-ACLOSETA/66GROUPSTUDYAREAA/67BINDERYPREPA/53OFFICEA/54LOADINGAREAA/64STAIRSST7-ALOADINGAREAA/63TRASHA/55A/52DOROTHY HASTINGSWARNER ROOMSUPPLIESA/57WORKROOMA/56INACCESSIBLEI-107STACKSA/35STACKSA/32STACKSA/41CORRIDORA/02CORRIDORA/08LIBRARYSYSTEMSWORKROOMA/13FACULTYOFFICEA/09FACULTYOFFICEA/10FACULTYOFFICEA/11FACULTYOFFICEA/12STAIRSST6-ACORRIDORA/02CARRELSA/06CARRELSA/40KCARRELSA/40JCORRIDORA/01STACKSA/05TYPING(PRINTER)A/27STUDYA/28STUDYA/29AAABCORRIDORFFMEN'SBATHROOMACJANITORCLOSETADWOMEN'SBATHROOMA/04ELEVATORE2-ASTAIRSST2-ALIBRARYOFFICEA/20FACULTYOFFICEA/19FACULTYOFFICEA/18FACULTYOFFICEA/17FACULTYOFFICEA/23FACULTYOFFICEA/22STAIRSST5-ANTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:49:48 PM4786_SNL_ARCH_CENTRAL_v2017_detached.rvt4786.000AD10ALEVEL A DEMOLITION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3/32" = 1'-0"EXISTING LEVEL A DEMOLITION PLAN1DEMONUMBERNoteAD-25 REMOVE ALL FIXTURES, DEVICES, CONDUIT, ETC ON EXTERIOR WALLS OFEXISTING BUILDING, U.O.N..AD-26 REMOVE AND SALVAGE WINDOW TRIMAD-27 REMOVE INFILL WALL TO RECREATE MASONRY OPENING OF ORIGINAL WINDOW.AD-28 REMOVE SITE RAMP. SALVAGE RAILING AND RETURN TO OWNER.AD-29 REMOVE SITE STAIRAD-30 REMOVE EXT DOOR, TRANSOM, AND FRAME WITHIN MASONRY OPENING.MASONRY SURROUND TO REMAIN IN PLACE.AD-31 REMOVE EXT DOOR AND TRANSOM WINDOW. EXISTING WOOD FRAME TOREMAIN IN PLACE. MASONRY SURROUND TO REMAIN IN PLACE.AD-32 REMOVE EXISTING LOUVERSAD-33 SELECTIVELY REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONALPHOTOS AND ELEVATIONS, SEE AD800.AD-34 REMOVE ALL LOCKSETS AND CYLINDERS FROM ALL DOORS TO BE REMOVED.RETURN TO OWNER.AD-35 REMOVE SELECT SIGNS, PLAQUES, AND TIME CAPSULE AND RETURN TOOWNER.AD-36 REMOVE STONE COUNTER AT CIRCULATION DESK AND RETURN TO OWNERAD-37 REMOVE ENGRAVED WOOD PANELLING IN ENTRY AND RETURN TO OWNER.AD-38 REMOVE LARGE VENT ENCLOSURES WITH STAR AT ROOF AND RETURN TOOWNER.AD-39 REMOVE ORNAMENTAL EXTERIOR LIGHTING AT MAIN ENTRANCE, REFURBISHFOR REINSTALLATION.AD-40 REMOVE AND SALVAGE MILLWORK IN VESTIBULE. SPECIFICALLY, 3' WALLPANELLING, STAINED CROWN MOULDING AND WALL TRIM, AND WOOD DOORCASING ON BOTH DOORS. SALVAGE LIGHT FIXTURE.DEMONUMBERNoteAD-9 CEILING SLAB ABOVE BASEMENT LEVEL C AND ALL ASSOCIATED STRUCTURALCOLUMNS AND BEAMS TO BE REMOVED. SAW CUT AT JUNCTION OF SLAB ANDFOUNDATION WALLS.AD-10 REMOVE STAIRS UP TO SLAB SUPPORTING COLUMNS. PREPARE SLAB FORMODIFICATIONS PER LANDSCAPE AND STRUCT. DWGS - COORDINATED WITHCONSTRUCTION DOCUMENTS. SAWCUT JUNCTION AT SLAB TO STEPS. SALVAGETOP STEP WITH INSCRIPTION.AD-11 REMOVE EXISTING SHELVINGAD-12 REMOVE STAIRS INCLUDING STRINGERS, TREADS & RISERS, LANDINGS, AND ALLRAILINGS.AD-13 REMOVE PORTION OF FLOOR SLAB FOR NEW ELEVATOR PIT. COORDINATEFINAL LOCATION WITH CONSTRUCTION DOCUMENTS.AD-14 REMOVE EXIST. ELEVATOR, DOORS, SILLS, RAILS, SHAFTS, AND ALLASSOCIATED EQUIPMENT INFILL W/ CONC. EXISTING PIT/SUMP SEESTRUCTURAL FOR ADDITIONAL INFORMATION.AD-15 CAREFULLY REMOVE AND TURN OVER TO SMITH COLLEGE ANY ROOF SLATESHINGLES AT DEMO AREA.AD-16 DEMOLISH AND REMOVE EXISTING UTILITY TUNNEL. REFER TO MEP DRAWINGSFOR ADDITIONAL DETAIL. PATCH/WATERPROOF EXISTING FOUNDATION WALLSAS REQUIRED.AD-17 SAWCUT OPENING IN EXISTING FOUNDATION WALL TO ACCOMMODATE LOUVERIN FUTURE AREAWAY. COORDINATE SIZE AND EXACT LOCATION WITHCONSTRUCTION DOCUMENTS.AD-18 REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONAL INFORMATION,SEE AD800.AD-19 DEMOLISH AND REMOVE EXISTING MASONRY BEARING WALL. SALVAGE BRICKFOR REUSE AT EXTERIOR.AD-20 REMOVE FURRING WALLS AT INTERIOR FACE OF EXISTING EXTERIOR MASONRYWALLS TO REMAIN.AD-21 DEMOLISH AND REMOVE BRIDGE TO WRIGHT HALLAD-22 EXISTING WALL TO REMAIN AS EXTERIOR MASONRY WALL IN FUTURE - PROTECTAND PRESERVE DURING DEMOLITION OF ABUTTING STRUCTUREAD-23 DEMOLISH AND REMOVE BRIDGE TO ALUMNAE GYMNASIUM - PROVIDE TEMPENCLOSURE AT NEW OPENING IN ALUMNAE GYM EXTERIOR WALL.AD-24 REMOVE WINDOW PANES, PROTECT AND LEAVE IN PLACE STRUCTURAL WOODMULLION (CRUCIFORM). MASONRY SURROUND TO REMAIN. SEE ENLARGEDWINDOW ELEVATION 3/AD301DEMONUMBERNoteAD-1 DEMOLISH AND REMOVE EXISTING BUILDING(S) SOUTH OF 1909 NEILSONBUILDING (COL. LINE EX3) AS INDICATED ON AD-SERIES DRAWINGS. REMOVEENTIRE EXISTING BUILDING EXCEPT FOR PORTIONS OF C LEVEL BASEMENTSTRUCTURE AS NOTED. REMOVE ACCESS TUNNEL FROM C LEVEL TO 1909BASEMENT. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVE ALLFOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS.REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-2 DEMO AND REMOVE EXISTING BUILDING(S) NORTH OF 1909 NEILSON BUILDING(COL. LINE EX28) AS INDICATED ON AD-SERIES DRAWINGS. REMOVE ENTIREEXISTING BUILDING. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVEALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-3 REMOVE ALL EXISTING FLOOR SLAB AND SUPPORT STRUCTURE AT 1909BUILDING. EXTERIOR MASONRY WALLS TO REMAIN AS NOTED IN AD-SERIESDRAWINGS. SAWCUT EDGES AT WALLS AND SLABS TO REMAIN TYPICAL.REMOVE ALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION.COORDINATE THIS WORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L,AND E-SERIES DEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES,STAIRS, ELEVATORS, FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESSOTHERWISE NOTEDAD-4 DEMO EXISTING ROOF ASSEMBLY ABOVE 1909 BUILDING. EXISTING CORNICEAND GUTTER TO REMAIN. REMOVE CAREFULLY AND TURN OVER TO SMITHCOLLEGE ANY SLATE SHINGLES. DEMO AND REMOVE ALL CHIMNEYS ANDROOFTOP EQUIPMENT/VENTS. SALVAGE AND STORE DEMO'D EXTERIOR BRICKFOR USE IN THIS PROJECT.AD-5 REMOVE EXTERIOR WINDOWS IN 1909 EXTERIOR MASONRY WALLS. ALLMASONRY SURROUNDS TO REMAIN - SEE AD ELEVATIONS FOR MORE DETAILAD-6 DEMO AND REMOVE ALL MECHANICAL EQUIPMENT, FANS, VENTS, AND AIRINTAKE UNITS. REFER TO MEP AND STRUCT. DWGS FOR ADDITIONALINFORMATION.AD-8 C LEVEL BASEMENT SLAB TO REMAIN UNLESS OTHERWISE NOTED. REMOVE ALLEXISTING CONCRETE PADS AT REMOVED MEP/FP EQUIPMENT TYP. DOWN TOFLOOR SLAB. REFER TO MEP/FP DWGS FOR ADDITIONAL INFORMATION.1111NO. DATE DESCRIPTION1 8/8/17 DEMOLITION PACKAGE - ADDENDUM #1
UPUPUPUPUPUPUPUPUPAD3012AD30111AD3111AD3112AD3112AD311EXISTING STEAM TUNNELRAMP DNEXISTING STEAM TUNNELRAMP DNSTEPS DNAREAWAY BELOWSTEPS DNHALF WALLLINE OFBUILDING ABOVEPNL.PNLFCFCDUMB WAITERRAMP DN.175' - 11"175' - 10"A3011A3012A3013A3014A3015AD-1AD-9AD-9AD-9AD-9AD-1AD-11AD-3AD-11AD-3AD-11AD-3AD-6AD-20AD-20AD-5AD-22AD-22AD-22AD-22AD-2AD-11AD-16AD-5AD-19AD-19AD3023AD-20A3016A3017A3018A30191111A70020A70024AD-34AD-351) VERIFICATION OF EXISTING CONDITIONS:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK.b. EXISTING CONDITIONS SHOWN IN THESE DOCUMENTS ARE APPROXIMATE AND WERE DERIVED FROM AVAILABLE RECORD DRAWINGS PROVIDED BY THE OWNER.c. THE EXISTING CONDITIONS FOUND IN THE FIELD MAY DIFFER DUE TO PAST ALTERATIONS THAT HAVE NOT BEEN DOCUMENTED. NOTIFY ARCHITECT IMMEDIATELY OF DEVIATIONS IN EXISTING CONDITIONS, THAT MAY AFFECT THE FUTURE CONSTRUCTION OF THE NEW WORK.2) PROTECTION OF EXISTING CONDITIONS:a. PROTECT ALL ELEMENTS TO REMAIN DURING DEMOLITION WORK AGAINST AIRBORNE DEBRIS AND DUST WITH A SUITABLE BARRIER.b. PATCH AND REPAIR OR REPLACE ANY ELEMENTS TO REMAIN THAT MAY HAVE BEEN DAMAGED OR DESTROYED DURING THE DEMOLITION WORK.c. PROTECT, CAP, COVER OR SEAL ALL PENETRATIONS AND OPENINGS (VISIBLE OR CONCEALED) IN THE WORK AREA THAT MAY ALLOW AIRBORNE CONTAMINANTS TO LEAVE THE WORK AREA OR MOISTURE TO ENTER THE BUILDING. AT EXISTING PARTITIONS, SEAL ALL PENETRATIONS TO MAINTAIN EXISTING FIRE/ SMOKE RATINGS.d. SALVAGE ALL SLATE ROOFING SHINGLES TO BE REMOVED AND RETURN TO OWNER.3) OWNERS EQUIPMENT:a. THE OWNER WILL REMOVE ALL EQUIPMENT, FURNISHINGS, WINDOW TREATMENTS, ART WORK AFFIXED TO WALLS PRIOR TO COMMENCING DEMOLITION.4) DEMOLITION SCOPE:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL ELEMENTS REQUIRED TO ACCOMMODATE NEW WORK WHETHER SHOWN OR NOT.b. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION SCOPE. DO NOT PROCEED WITH REMOVAL OF MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION ELEMENTS UNTIL THEY ARE FULLY DISCONNECTED.5) PATCH AND REPAIR:a. AT ALL LOCATIONS WHERE PARTITIONS ARE REMOVED, PROVIDE A FLOOR PATCH COMPOSED OF SUITABLE MATERIALS TO ACHEIVE A SMOOTH FLOOR SURFACE FOR NEW FLOORING. SIZE OF THE PATCH, AT A MINIMUM, SHALL BE ONE FOOT WIDER / LONGER THAN THAT OF THE OF THE PARTITION THAT WAS REMOVED.b. AT ALL NEW OR REUSED PENETRATIONS ( VISIBLE OR CONCEALED ) INFILL AND PATCH THE PERIMETER OF THE PENETRATION TO ACHIEVE A SNUG FIT WITH THE EXISTING WALL CONSTRUCTION, MATCH EXISTING WALL CONSTRUCTION INCLUDING THE FIRE / SMOKE RATINGS.GENERAL NOTES: DEMOLITION PLANSGENERAL NOTES AND LEGEND APPLIES TO ALL AD SERIES DRAWINGS.REFER TO SPECIFICATION SECTION 024119 FOR ADDITIONAL REQUIREMENTS.KEYED NOTES: DEMOLITION PLANS AND ELEVATIONSLEGEND: DEMOLITION PLANS EXISTING STRUCTURE/WALLS TO REMAINEXISTING TO BE DEMOLISHEDEXISTING DOOR TO REMAINEXISTING DOOR & FRAME TO BE DEMOLISHEDEXISTING CASEWORK SHELVES TO BE REMOVEDDEMOLITION SHEET NOTEEXISTING FLOOR SLAB AND STRUCTURE TO BE REMOVEDABBREVIATIONS(E) (ETR)EXISTING TO REMAIN(VIF)VERIFY IN FIELDSTACKSB/42CORRIDORB/04MICROFILMB/37TABLESB/33BREAKROOMB/41CORRIDORB/01ADAPTIVETECHNOLOGYLABB/51STACKSB/50STACKSB/49STACKSB/48TABLESB/49aEMERITILOUNGEB/05STAIRSST6-BFACULTYOFFICEB/10FACULTYOFFICEB/13FACULTYOFFICEB/15FACULTYOFFICEB/18CORRIDORB/08FACULTYOFFICEB/17FACULTYOFFICEB/16FACULTYOFFICEB/14FACULTYOFFICEB/12FACULTYOFFICEB/11FACULTYOFFICEB/09MICROFILMB/34CARRELSB/57CARRELSB/56CARRELSB/55MICROFILMB/37MICROFILMB/36STAIRSST4-BCARRELSB/58CARRELSB/53INACCESSIBLEI-145STAIRSST5-BSPRINKLERVALVEROOM(TBV)B/59STORAGEB/21STORAGEB/22STORAGEB/23TABLESB/40STUDYB/32OFFICEB/31PRINTERB/30STORAGEB/26JANITORCLOSETB/27STORAGEB/28MEN'SBATHROOMB/29CORRIDORB/04ELEVATORE2-BSTAIRSST2-BELEVATORMACHINEROOMB/39MECHANICALB/43MECHANICALB/44MECHANICALB/44aMECHANICALB/44bMECHANICALB/45EMERGENCYGENERATORROOMB/47STAIRSST15-BCENTERFORWOMENANDFINANCIALINDEPENDENCEB/61OFFICEB/62OFFICEB/63WFIFACULTYOFFICEB/64JANITORB/65CORRIDORB/67ELEVATORE1-BCLOSETB/70VESTIBULEB/60STORAGE&COPIERB/66OFFICEB/71KITCHENETTEB/68BATHROOMB/69STAIRSST1-BNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:49:55 PM4786_SNL_ARCH_CENTRAL_v2017_detached.rvt4786.000AD10BLEVEL B DEMOLITION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3/32" = 1'-0"EXISTING LEVEL B DEMOLITION PLAN1DEMONUMBERNoteAD-25 REMOVE ALL FIXTURES, DEVICES, CONDUIT, ETC ON EXTERIOR WALLS OFEXISTING BUILDING, U.O.N..AD-26 REMOVE AND SALVAGE WINDOW TRIMAD-27 REMOVE INFILL WALL TO RECREATE MASONRY OPENING OF ORIGINAL WINDOW.AD-28 REMOVE SITE RAMP. SALVAGE RAILING AND RETURN TO OWNER.AD-29 REMOVE SITE STAIRAD-30 REMOVE EXT DOOR, TRANSOM, AND FRAME WITHIN MASONRY OPENING.MASONRY SURROUND TO REMAIN IN PLACE.AD-31 REMOVE EXT DOOR AND TRANSOM WINDOW. EXISTING WOOD FRAME TOREMAIN IN PLACE. MASONRY SURROUND TO REMAIN IN PLACE.AD-32 REMOVE EXISTING LOUVERSAD-33 SELECTIVELY REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONALPHOTOS AND ELEVATIONS, SEE AD800.AD-34 REMOVE ALL LOCKSETS AND CYLINDERS FROM ALL DOORS TO BE REMOVED.RETURN TO OWNER.AD-35 REMOVE SELECT SIGNS, PLAQUES, AND TIME CAPSULE AND RETURN TOOWNER.AD-36 REMOVE STONE COUNTER AT CIRCULATION DESK AND RETURN TO OWNERAD-37 REMOVE ENGRAVED WOOD PANELLING IN ENTRY AND RETURN TO OWNER.AD-38 REMOVE LARGE VENT ENCLOSURES WITH STAR AT ROOF AND RETURN TOOWNER.AD-39 REMOVE ORNAMENTAL EXTERIOR LIGHTING AT MAIN ENTRANCE, REFURBISHFOR REINSTALLATION.AD-40 REMOVE AND SALVAGE MILLWORK IN VESTIBULE. SPECIFICALLY, 3' WALLPANELLING, STAINED CROWN MOULDING AND WALL TRIM, AND WOOD DOORCASING ON BOTH DOORS. SALVAGE LIGHT FIXTURE.DEMONUMBERNoteAD-9 CEILING SLAB ABOVE BASEMENT LEVEL C AND ALL ASSOCIATED STRUCTURALCOLUMNS AND BEAMS TO BE REMOVED. SAW CUT AT JUNCTION OF SLAB ANDFOUNDATION WALLS.AD-10 REMOVE STAIRS UP TO SLAB SUPPORTING COLUMNS. PREPARE SLAB FORMODIFICATIONS PER LANDSCAPE AND STRUCT. DWGS - COORDINATED WITHCONSTRUCTION DOCUMENTS. SAWCUT JUNCTION AT SLAB TO STEPS. SALVAGETOP STEP WITH INSCRIPTION.AD-11 REMOVE EXISTING SHELVINGAD-12 REMOVE STAIRS INCLUDING STRINGERS, TREADS & RISERS, LANDINGS, AND ALLRAILINGS.AD-13 REMOVE PORTION OF FLOOR SLAB FOR NEW ELEVATOR PIT. COORDINATEFINAL LOCATION WITH CONSTRUCTION DOCUMENTS.AD-14 REMOVE EXIST. ELEVATOR, DOORS, SILLS, RAILS, SHAFTS, AND ALLASSOCIATED EQUIPMENT INFILL W/ CONC. EXISTING PIT/SUMP SEESTRUCTURAL FOR ADDITIONAL INFORMATION.AD-15 CAREFULLY REMOVE AND TURN OVER TO SMITH COLLEGE ANY ROOF SLATESHINGLES AT DEMO AREA.AD-16 DEMOLISH AND REMOVE EXISTING UTILITY TUNNEL. REFER TO MEP DRAWINGSFOR ADDITIONAL DETAIL. PATCH/WATERPROOF EXISTING FOUNDATION WALLSAS REQUIRED.AD-17 SAWCUT OPENING IN EXISTING FOUNDATION WALL TO ACCOMMODATE LOUVERIN FUTURE AREAWAY. COORDINATE SIZE AND EXACT LOCATION WITHCONSTRUCTION DOCUMENTS.AD-18 REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONAL INFORMATION,SEE AD800.AD-19 DEMOLISH AND REMOVE EXISTING MASONRY BEARING WALL. SALVAGE BRICKFOR REUSE AT EXTERIOR.AD-20 REMOVE FURRING WALLS AT INTERIOR FACE OF EXISTING EXTERIOR MASONRYWALLS TO REMAIN.AD-21 DEMOLISH AND REMOVE BRIDGE TO WRIGHT HALLAD-22 EXISTING WALL TO REMAIN AS EXTERIOR MASONRY WALL IN FUTURE - PROTECTAND PRESERVE DURING DEMOLITION OF ABUTTING STRUCTUREAD-23 DEMOLISH AND REMOVE BRIDGE TO ALUMNAE GYMNASIUM - PROVIDE TEMPENCLOSURE AT NEW OPENING IN ALUMNAE GYM EXTERIOR WALL.AD-24 REMOVE WINDOW PANES, PROTECT AND LEAVE IN PLACE STRUCTURAL WOODMULLION (CRUCIFORM). MASONRY SURROUND TO REMAIN. SEE ENLARGEDWINDOW ELEVATION 3/AD301DEMONUMBERNoteAD-1 DEMOLISH AND REMOVE EXISTING BUILDING(S) SOUTH OF 1909 NEILSONBUILDING (COL. LINE EX3) AS INDICATED ON AD-SERIES DRAWINGS. REMOVEENTIRE EXISTING BUILDING EXCEPT FOR PORTIONS OF C LEVEL BASEMENTSTRUCTURE AS NOTED. REMOVE ACCESS TUNNEL FROM C LEVEL TO 1909BASEMENT. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVE ALLFOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS.REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-2 DEMO AND REMOVE EXISTING BUILDING(S) NORTH OF 1909 NEILSON BUILDING(COL. LINE EX28) AS INDICATED ON AD-SERIES DRAWINGS. REMOVE ENTIREEXISTING BUILDING. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVEALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-3 REMOVE ALL EXISTING FLOOR SLAB AND SUPPORT STRUCTURE AT 1909BUILDING. EXTERIOR MASONRY WALLS TO REMAIN AS NOTED IN AD-SERIESDRAWINGS. SAWCUT EDGES AT WALLS AND SLABS TO REMAIN TYPICAL.REMOVE ALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION.COORDINATE THIS WORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L,AND E-SERIES DEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES,STAIRS, ELEVATORS, FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESSOTHERWISE NOTEDAD-4 DEMO EXISTING ROOF ASSEMBLY ABOVE 1909 BUILDING. EXISTING CORNICEAND GUTTER TO REMAIN. REMOVE CAREFULLY AND TURN OVER TO SMITHCOLLEGE ANY SLATE SHINGLES. DEMO AND REMOVE ALL CHIMNEYS ANDROOFTOP EQUIPMENT/VENTS. SALVAGE AND STORE DEMO'D EXTERIOR BRICKFOR USE IN THIS PROJECT.AD-5 REMOVE EXTERIOR WINDOWS IN 1909 EXTERIOR MASONRY WALLS. ALLMASONRY SURROUNDS TO REMAIN - SEE AD ELEVATIONS FOR MORE DETAILAD-6 DEMO AND REMOVE ALL MECHANICAL EQUIPMENT, FANS, VENTS, AND AIRINTAKE UNITS. REFER TO MEP AND STRUCT. DWGS FOR ADDITIONALINFORMATION.AD-8 C LEVEL BASEMENT SLAB TO REMAIN UNLESS OTHERWISE NOTED. REMOVE ALLEXISTING CONCRETE PADS AT REMOVED MEP/FP EQUIPMENT TYP. DOWN TOFLOOR SLAB. REFER TO MEP/FP DWGS FOR ADDITIONAL INFORMATION.1111NO. DATE DESCRIPTION1 8/8/17 DEMOLITION PACKAGE - ADDENDUM #1
A3011A3013A3014A3015AD30111AD3111AD3112AD3112AD311A3011A3012EXIST. STEAM TUNNEL TO REMAINEXIST. MECH TUNNEL TO ALUMNAE GYMNASIUM TO REMAINABOVEAD-17AD-14AD-12AD-6AD-8AD-9AD-13AD-16AD-1ABOVEAD-1ABOVEAD-2AD-2AD-16A3016A3017A3018A3019AD-16AD-17AD-34AD-351) VERIFICATION OF EXISTING CONDITIONS:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK.b. EXISTING CONDITIONS SHOWN IN THESE DOCUMENTS ARE APPROXIMATE AND WERE DERIVED FROM AVAILABLE RECORD DRAWINGS PROVIDED BY THE OWNER.c. THE EXISTING CONDITIONS FOUND IN THE FIELD MAY DIFFER DUE TO PAST ALTERATIONS THAT HAVE NOT BEEN DOCUMENTED. NOTIFY ARCHITECT IMMEDIATELY OF DEVIATIONS IN EXISTING CONDITIONS, THAT MAY AFFECT THE FUTURE CONSTRUCTION OF THE NEW WORK.2) PROTECTION OF EXISTING CONDITIONS:a. PROTECT ALL ELEMENTS TO REMAIN DURING DEMOLITION WORK AGAINST AIRBORNE DEBRIS AND DUST WITH A SUITABLE BARRIER.b. PATCH AND REPAIR OR REPLACE ANY ELEMENTS TO REMAIN THAT MAY HAVE BEEN DAMAGED OR DESTROYED DURING THE DEMOLITION WORK.c. PROTECT, CAP, COVER OR SEAL ALL PENETRATIONS AND OPENINGS (VISIBLE OR CONCEALED) IN THE WORK AREA THAT MAY ALLOW AIRBORNE CONTAMINANTS TO LEAVE THE WORK AREA OR MOISTURE TO ENTER THE BUILDING. AT EXISTING PARTITIONS, SEAL ALL PENETRATIONS TO MAINTAIN EXISTING FIRE/ SMOKE RATINGS.d. SALVAGE ALL SLATE ROOFING SHINGLES TO BE REMOVED AND RETURN TO OWNER.3) OWNERS EQUIPMENT:a. THE OWNER WILL REMOVE ALL EQUIPMENT, FURNISHINGS, WINDOW TREATMENTS, ART WORK AFFIXED TO WALLS PRIOR TO COMMENCING DEMOLITION.4) DEMOLITION SCOPE:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL ELEMENTS REQUIRED TO ACCOMMODATE NEW WORK WHETHER SHOWN OR NOT.b. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION SCOPE. DO NOT PROCEED WITH REMOVAL OF MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION ELEMENTS UNTIL THEY ARE FULLY DISCONNECTED.5) PATCH AND REPAIR:a. AT ALL LOCATIONS WHERE PARTITIONS ARE REMOVED, PROVIDE A FLOOR PATCH COMPOSED OF SUITABLE MATERIALS TO ACHEIVE A SMOOTH FLOOR SURFACE FOR NEW FLOORING. SIZE OF THE PATCH, AT A MINIMUM, SHALL BE ONE FOOT WIDER / LONGER THAN THAT OF THE OF THE PARTITION THAT WAS REMOVED.b. AT ALL NEW OR REUSED PENETRATIONS ( VISIBLE OR CONCEALED ) INFILL AND PATCH THE PERIMETER OF THE PENETRATION TO ACHIEVE A SNUG FIT WITH THE EXISTING WALL CONSTRUCTION, MATCH EXISTING WALL CONSTRUCTION INCLUDING THE FIRE / SMOKE RATINGS.GENERAL NOTES: DEMOLITION PLANSGENERAL NOTES AND LEGEND APPLIES TO ALL AD SERIES DRAWINGS.REFER TO SPECIFICATION SECTION 024119 FOR ADDITIONAL REQUIREMENTS.KEYED NOTES: DEMOLITION PLANS AND ELEVATIONSLEGEND: DEMOLITION PLANS EXISTING STRUCTURE/WALLS TO REMAINEXISTING TO BE DEMOLISHEDEXISTING DOOR TO REMAINEXISTING DOOR & FRAME TO BE DEMOLISHEDEXISTING CASEWORK SHELVES TO BE REMOVEDDEMOLITION SHEET NOTEEXISTING FLOOR SLAB AND STRUCTURE TO BE REMOVEDABBREVIATIONS(E) (ETR)EXISTING TO REMAIN(VIF)VERIFY IN FIELDMECHANICALC/07STORAGEC/06STAIRSST14-CELECTRICALROOMC/04AREAWAYC/03STAIRSST1-CELEVATORMACHINEROOMC/05ELEVATORE1-CMECHANICALC/01NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:50:02 PM4786_SNL_ARCH_CENTRAL_v2017_detached.rvt4786.000AD10CLEVEL C DEMOLITION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3/32" = 1'-0"EXISTING LEVEL C DEMOLITION PLAN1DEMONUMBERNoteAD-25 REMOVE ALL FIXTURES, DEVICES, CONDUIT, ETC ON EXTERIOR WALLS OFEXISTING BUILDING, U.O.N..AD-26 REMOVE AND SALVAGE WINDOW TRIMAD-27 REMOVE INFILL WALL TO RECREATE MASONRY OPENING OF ORIGINAL WINDOW.AD-28 REMOVE SITE RAMP. SALVAGE RAILING AND RETURN TO OWNER.AD-29 REMOVE SITE STAIRAD-30 REMOVE EXT DOOR, TRANSOM, AND FRAME WITHIN MASONRY OPENING.MASONRY SURROUND TO REMAIN IN PLACE.AD-31 REMOVE EXT DOOR AND TRANSOM WINDOW. EXISTING WOOD FRAME TOREMAIN IN PLACE. MASONRY SURROUND TO REMAIN IN PLACE.AD-32 REMOVE EXISTING LOUVERSAD-33 SELECTIVELY REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONALPHOTOS AND ELEVATIONS, SEE AD800.AD-34 REMOVE ALL LOCKSETS AND CYLINDERS FROM ALL DOORS TO BE REMOVED.RETURN TO OWNER.AD-35 REMOVE SELECT SIGNS, PLAQUES, AND TIME CAPSULE AND RETURN TOOWNER.AD-36 REMOVE STONE COUNTER AT CIRCULATION DESK AND RETURN TO OWNERAD-37 REMOVE ENGRAVED WOOD PANELLING IN ENTRY AND RETURN TO OWNER.AD-38 REMOVE LARGE VENT ENCLOSURES WITH STAR AT ROOF AND RETURN TOOWNER.AD-39 REMOVE ORNAMENTAL EXTERIOR LIGHTING AT MAIN ENTRANCE, REFURBISHFOR REINSTALLATION.AD-40 REMOVE AND SALVAGE MILLWORK IN VESTIBULE. SPECIFICALLY, 3' WALLPANELLING, STAINED CROWN MOULDING AND WALL TRIM, AND WOOD DOORCASING ON BOTH DOORS. SALVAGE LIGHT FIXTURE.DEMONUMBERNoteAD-9 CEILING SLAB ABOVE BASEMENT LEVEL C AND ALL ASSOCIATED STRUCTURALCOLUMNS AND BEAMS TO BE REMOVED. SAW CUT AT JUNCTION OF SLAB ANDFOUNDATION WALLS.AD-10 REMOVE STAIRS UP TO SLAB SUPPORTING COLUMNS. PREPARE SLAB FORMODIFICATIONS PER LANDSCAPE AND STRUCT. DWGS - COORDINATED WITHCONSTRUCTION DOCUMENTS. SAWCUT JUNCTION AT SLAB TO STEPS. SALVAGETOP STEP WITH INSCRIPTION.AD-11 REMOVE EXISTING SHELVINGAD-12 REMOVE STAIRS INCLUDING STRINGERS, TREADS & RISERS, LANDINGS, AND ALLRAILINGS.AD-13 REMOVE PORTION OF FLOOR SLAB FOR NEW ELEVATOR PIT. COORDINATEFINAL LOCATION WITH CONSTRUCTION DOCUMENTS.AD-14 REMOVE EXIST. ELEVATOR, DOORS, SILLS, RAILS, SHAFTS, AND ALLASSOCIATED EQUIPMENT INFILL W/ CONC. EXISTING PIT/SUMP SEESTRUCTURAL FOR ADDITIONAL INFORMATION.AD-15 CAREFULLY REMOVE AND TURN OVER TO SMITH COLLEGE ANY ROOF SLATESHINGLES AT DEMO AREA.AD-16 DEMOLISH AND REMOVE EXISTING UTILITY TUNNEL. REFER TO MEP DRAWINGSFOR ADDITIONAL DETAIL. PATCH/WATERPROOF EXISTING FOUNDATION WALLSAS REQUIRED.AD-17 SAWCUT OPENING IN EXISTING FOUNDATION WALL TO ACCOMMODATE LOUVERIN FUTURE AREAWAY. COORDINATE SIZE AND EXACT LOCATION WITHCONSTRUCTION DOCUMENTS.AD-18 REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONAL INFORMATION,SEE AD800.AD-19 DEMOLISH AND REMOVE EXISTING MASONRY BEARING WALL. SALVAGE BRICKFOR REUSE AT EXTERIOR.AD-20 REMOVE FURRING WALLS AT INTERIOR FACE OF EXISTING EXTERIOR MASONRYWALLS TO REMAIN.AD-21 DEMOLISH AND REMOVE BRIDGE TO WRIGHT HALLAD-22 EXISTING WALL TO REMAIN AS EXTERIOR MASONRY WALL IN FUTURE - PROTECTAND PRESERVE DURING DEMOLITION OF ABUTTING STRUCTUREAD-23 DEMOLISH AND REMOVE BRIDGE TO ALUMNAE GYMNASIUM - PROVIDE TEMPENCLOSURE AT NEW OPENING IN ALUMNAE GYM EXTERIOR WALL.AD-24 REMOVE WINDOW PANES, PROTECT AND LEAVE IN PLACE STRUCTURAL WOODMULLION (CRUCIFORM). MASONRY SURROUND TO REMAIN. SEE ENLARGEDWINDOW ELEVATION 3/AD301DEMONUMBERNoteAD-1 DEMOLISH AND REMOVE EXISTING BUILDING(S) SOUTH OF 1909 NEILSONBUILDING (COL. LINE EX3) AS INDICATED ON AD-SERIES DRAWINGS. REMOVEENTIRE EXISTING BUILDING EXCEPT FOR PORTIONS OF C LEVEL BASEMENTSTRUCTURE AS NOTED. REMOVE ACCESS TUNNEL FROM C LEVEL TO 1909BASEMENT. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVE ALLFOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS.REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-2 DEMO AND REMOVE EXISTING BUILDING(S) NORTH OF 1909 NEILSON BUILDING(COL. LINE EX28) AS INDICATED ON AD-SERIES DRAWINGS. REMOVE ENTIREEXISTING BUILDING. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVEALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-3 REMOVE ALL EXISTING FLOOR SLAB AND SUPPORT STRUCTURE AT 1909BUILDING. EXTERIOR MASONRY WALLS TO REMAIN AS NOTED IN AD-SERIESDRAWINGS. SAWCUT EDGES AT WALLS AND SLABS TO REMAIN TYPICAL.REMOVE ALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION.COORDINATE THIS WORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L,AND E-SERIES DEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES,STAIRS, ELEVATORS, FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESSOTHERWISE NOTEDAD-4 DEMO EXISTING ROOF ASSEMBLY ABOVE 1909 BUILDING. EXISTING CORNICEAND GUTTER TO REMAIN. REMOVE CAREFULLY AND TURN OVER TO SMITHCOLLEGE ANY SLATE SHINGLES. DEMO AND REMOVE ALL CHIMNEYS ANDROOFTOP EQUIPMENT/VENTS. SALVAGE AND STORE DEMO'D EXTERIOR BRICKFOR USE IN THIS PROJECT.AD-5 REMOVE EXTERIOR WINDOWS IN 1909 EXTERIOR MASONRY WALLS. ALLMASONRY SURROUNDS TO REMAIN - SEE AD ELEVATIONS FOR MORE DETAILAD-6 DEMO AND REMOVE ALL MECHANICAL EQUIPMENT, FANS, VENTS, AND AIRINTAKE UNITS. REFER TO MEP AND STRUCT. DWGS FOR ADDITIONALINFORMATION.AD-8 C LEVEL BASEMENT SLAB TO REMAIN UNLESS OTHERWISE NOTED. REMOVE ALLEXISTING CONCRETE PADS AT REMOVED MEP/FP EQUIPMENT TYP. DOWN TOFLOOR SLAB. REFER TO MEP/FP DWGS FOR ADDITIONAL INFORMATION.1111NO. DATE DESCRIPTION1 8/8/17 DEMOLITION PACKAGE - ADDENDUM #1
AD3012AD30111AD3111AD3112AD3112AD311192' - 2"191' - 9"A3011A3012A3013A3014A3015AD-1AD-1AD-11AD-3AD-11AD-20AD-20AD-20AD-5AD-22AD-22AD-2AD-11AD-5AD-19AD-19AD-23AD-18AD-18AD-11AD-3AD-20AD-20AD-20AD-5AD-5AD-10AD-22AD-22AD-29AD-5AD800AD3023AD800AD-27AD-27AD-28A3016A3017A3018A3019AD800AD-261AD-34AD-35AD-361AD-37BROWSING ROOMAD-18AD-4011A700A700131511) VERIFICATION OF EXISTING CONDITIONS:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK.b. EXISTING CONDITIONS SHOWN IN THESE DOCUMENTS ARE APPROXIMATE AND WERE DERIVED FROM AVAILABLE RECORD DRAWINGS PROVIDED BY THE OWNER.c. THE EXISTING CONDITIONS FOUND IN THE FIELD MAY DIFFER DUE TO PAST ALTERATIONS THAT HAVE NOT BEEN DOCUMENTED. NOTIFY ARCHITECT IMMEDIATELY OF DEVIATIONS IN EXISTING CONDITIONS, THAT MAY AFFECT THE FUTURE CONSTRUCTION OF THE NEW WORK.2) PROTECTION OF EXISTING CONDITIONS:a. PROTECT ALL ELEMENTS TO REMAIN DURING DEMOLITION WORK AGAINST AIRBORNE DEBRIS AND DUST WITH A SUITABLE BARRIER.b. PATCH AND REPAIR OR REPLACE ANY ELEMENTS TO REMAIN THAT MAY HAVE BEEN DAMAGED OR DESTROYED DURING THE DEMOLITION WORK.c. PROTECT, CAP, COVER OR SEAL ALL PENETRATIONS AND OPENINGS (VISIBLE OR CONCEALED) IN THE WORK AREA THAT MAY ALLOW AIRBORNE CONTAMINANTS TO LEAVE THE WORK AREA OR MOISTURE TO ENTER THE BUILDING. AT EXISTING PARTITIONS, SEAL ALL PENETRATIONS TO MAINTAIN EXISTING FIRE/ SMOKE RATINGS.d. SALVAGE ALL SLATE ROOFING SHINGLES TO BE REMOVED AND RETURN TO OWNER.3) OWNERS EQUIPMENT:a. THE OWNER WILL REMOVE ALL EQUIPMENT, FURNISHINGS, WINDOW TREATMENTS, ART WORK AFFIXED TO WALLS PRIOR TO COMMENCING DEMOLITION.4) DEMOLITION SCOPE:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL ELEMENTS REQUIRED TO ACCOMMODATE NEW WORK WHETHER SHOWN OR NOT.b. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION SCOPE. DO NOT PROCEED WITH REMOVAL OF MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION ELEMENTS UNTIL THEY ARE FULLY DISCONNECTED.5) PATCH AND REPAIR:a. AT ALL LOCATIONS WHERE PARTITIONS ARE REMOVED, PROVIDE A FLOOR PATCH COMPOSED OF SUITABLE MATERIALS TO ACHEIVE A SMOOTH FLOOR SURFACE FOR NEW FLOORING. SIZE OF THE PATCH, AT A MINIMUM, SHALL BE ONE FOOT WIDER / LONGER THAN THAT OF THE OF THE PARTITION THAT WAS REMOVED.b. AT ALL NEW OR REUSED PENETRATIONS ( VISIBLE OR CONCEALED ) INFILL AND PATCH THE PERIMETER OF THE PENETRATION TO ACHIEVE A SNUG FIT WITH THE EXISTING WALL CONSTRUCTION, MATCH EXISTING WALL CONSTRUCTION INCLUDING THE FIRE / SMOKE RATINGS.GENERAL NOTES: DEMOLITION PLANSGENERAL NOTES AND LEGEND APPLIES TO ALL AD SERIES DRAWINGS.REFER TO SPECIFICATION SECTION 024119 FOR ADDITIONAL REQUIREMENTS.KEYED NOTES: DEMOLITION PLANS AND ELEVATIONSLEGEND: DEMOLITION PLANS EXISTING STRUCTURE/WALLS TO REMAINEXISTING TO BE DEMOLISHEDEXISTING DOOR TO REMAINEXISTING DOOR & FRAME TO BE DEMOLISHEDEXISTING CASEWORK SHELVES TO BE REMOVEDDEMOLITION SHEET NOTEEXISTING FLOOR SLAB AND STRUCTURE TO BE REMOVEDABBREVIATIONS(E) (ETR)EXISTING TO REMAIN(VIF)VERIFY IN FIELD1/11MAIR ROOM -COMPUTINGOFFICE1/19OFFICE1/17OFFICE1/13OFFICE1/14MEETINGROOM1/12CORRIDOR1/20WORKROOM1/16STORAGE1/18OFFICE1/49INTERLIBRARYLOAN1/58ACQUISITIONS1/58SCORRIDOR1/01WOMEN'SBATHROOM1/59MEN'SBATHROOM1/60STAIRSST1-1ELEVATORLOBBY1/61ELEVATORE1-1CLOSET1/15CLOSET1/31CONFERENCE1/56ACATALOGUE1/56OFFICE1/55OFFICE1/51STORAGE1/54SERIALS/ELECTRONIC1/57STAIRSST7-1SHELFPREPARATION1/53INTRALIRARYLOANROOMSORTINGROOM1/48FRIENDSOF THELIBRARIESREADINGROOM1/28ENTRY1/26CIRCULATIONDESK1/46STAIRSST2-1ELEVATORE2-1WOMEN'SBATHROOM1/29MEN'SBATHROOM1/32bKITCHENETTE&STORAGE1/50REFERENCEOFFICE1/23OFFICE1/24REFERENCESTACKS1/45STAIRSST4-1CORRIDOR1/35STAIRSST3-1JANITORCLOSET1/32aCLOSET1/32CIRCULATIONSTAFF1/47ELECTRONICCLASSROOM1/06GROUPSTUDY/STUDIO1/07CLOSET1/10CLOSET1/09CLOSET1/08VESTIBULE1/03STAIRSST5-1OFFICE1/05OFFICE1/04IRON RAILING TO REMAIN IN PLACEALL MASONRY SURROUND TO REMAINDOOR AND TRANSOM TO BE REMOVEDCOLUMNS TO REMAIN, PROTECT AND SUPPORT THROUGH STAIR DEMOLITIONREMOVE STAIRS TO FUTURE REGRADING, KEEP FOUNDATION. COORDINATE WITH CDSEXTERIOR ORNAMETAL LIGHT FIXTURES TO BE REMOVED AND REFURBISHED FOR REUSE.SITE RAILING TO BE SALVAGED AND RETURNED TO OWNER11NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:50:11 PM4786_SNL_ARCH_CENTRAL_v2017_detached.rvt4786.000AD101LEVEL 1 DEMOLITION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3/32" = 1'-0"EXISTING LEVEL 1 DEMOLITION PLAN1DEMONUMBERNoteAD-25 REMOVE ALL FIXTURES, DEVICES, CONDUIT, ETC ON EXTERIOR WALLS OFEXISTING BUILDING, U.O.N..AD-26 REMOVE AND SALVAGE WINDOW TRIMAD-27 REMOVE INFILL WALL TO RECREATE MASONRY OPENING OF ORIGINAL WINDOW.AD-28 REMOVE SITE RAMP. SALVAGE RAILING AND RETURN TO OWNER.AD-29 REMOVE SITE STAIRAD-30 REMOVE EXT DOOR, TRANSOM, AND FRAME WITHIN MASONRY OPENING.MASONRY SURROUND TO REMAIN IN PLACE.AD-31 REMOVE EXT DOOR AND TRANSOM WINDOW. EXISTING WOOD FRAME TOREMAIN IN PLACE. MASONRY SURROUND TO REMAIN IN PLACE.AD-32 REMOVE EXISTING LOUVERSAD-33 SELECTIVELY REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONALPHOTOS AND ELEVATIONS, SEE AD800.AD-34 REMOVE ALL LOCKSETS AND CYLINDERS FROM ALL DOORS TO BE REMOVED.RETURN TO OWNER.AD-35 REMOVE SELECT SIGNS, PLAQUES, AND TIME CAPSULE AND RETURN TOOWNER.AD-36 REMOVE STONE COUNTER AT CIRCULATION DESK AND RETURN TO OWNERAD-37 REMOVE ENGRAVED WOOD PANELLING IN ENTRY AND RETURN TO OWNER.AD-38 REMOVE LARGE VENT ENCLOSURES WITH STAR AT ROOF AND RETURN TOOWNER.AD-39 REMOVE ORNAMENTAL EXTERIOR LIGHTING AT MAIN ENTRANCE, REFURBISHFOR REINSTALLATION.AD-40 REMOVE AND SALVAGE MILLWORK IN VESTIBULE. SPECIFICALLY, 3' WALLPANELLING, STAINED CROWN MOULDING AND WALL TRIM, AND WOOD DOORCASING ON BOTH DOORS. SALVAGE LIGHT FIXTURE.DEMONUMBERNoteAD-9 CEILING SLAB ABOVE BASEMENT LEVEL C AND ALL ASSOCIATED STRUCTURALCOLUMNS AND BEAMS TO BE REMOVED. SAW CUT AT JUNCTION OF SLAB ANDFOUNDATION WALLS.AD-10 REMOVE STAIRS UP TO SLAB SUPPORTING COLUMNS. PREPARE SLAB FORMODIFICATIONS PER LANDSCAPE AND STRUCT. DWGS - COORDINATED WITHCONSTRUCTION DOCUMENTS. SAWCUT JUNCTION AT SLAB TO STEPS. SALVAGETOP STEP WITH INSCRIPTION.AD-11 REMOVE EXISTING SHELVINGAD-12 REMOVE STAIRS INCLUDING STRINGERS, TREADS & RISERS, LANDINGS, AND ALLRAILINGS.AD-13 REMOVE PORTION OF FLOOR SLAB FOR NEW ELEVATOR PIT. COORDINATEFINAL LOCATION WITH CONSTRUCTION DOCUMENTS.AD-14 REMOVE EXIST. ELEVATOR, DOORS, SILLS, RAILS, SHAFTS, AND ALLASSOCIATED EQUIPMENT INFILL W/ CONC. EXISTING PIT/SUMP SEESTRUCTURAL FOR ADDITIONAL INFORMATION.AD-15 CAREFULLY REMOVE AND TURN OVER TO SMITH COLLEGE ANY ROOF SLATESHINGLES AT DEMO AREA.AD-16 DEMOLISH AND REMOVE EXISTING UTILITY TUNNEL. REFER TO MEP DRAWINGSFOR ADDITIONAL DETAIL. PATCH/WATERPROOF EXISTING FOUNDATION WALLSAS REQUIRED.AD-17 SAWCUT OPENING IN EXISTING FOUNDATION WALL TO ACCOMMODATE LOUVERIN FUTURE AREAWAY. COORDINATE SIZE AND EXACT LOCATION WITHCONSTRUCTION DOCUMENTS.AD-18 REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONAL INFORMATION,SEE AD800.AD-19 DEMOLISH AND REMOVE EXISTING MASONRY BEARING WALL. SALVAGE BRICKFOR REUSE AT EXTERIOR.AD-20 REMOVE FURRING WALLS AT INTERIOR FACE OF EXISTING EXTERIOR MASONRYWALLS TO REMAIN.AD-21 DEMOLISH AND REMOVE BRIDGE TO WRIGHT HALLAD-22 EXISTING WALL TO REMAIN AS EXTERIOR MASONRY WALL IN FUTURE - PROTECTAND PRESERVE DURING DEMOLITION OF ABUTTING STRUCTUREAD-23 DEMOLISH AND REMOVE BRIDGE TO ALUMNAE GYMNASIUM - PROVIDE TEMPENCLOSURE AT NEW OPENING IN ALUMNAE GYM EXTERIOR WALL.AD-24 REMOVE WINDOW PANES, PROTECT AND LEAVE IN PLACE STRUCTURAL WOODMULLION (CRUCIFORM). MASONRY SURROUND TO REMAIN. SEE ENLARGEDWINDOW ELEVATION 3/AD301DEMONUMBERNoteAD-1 DEMOLISH AND REMOVE EXISTING BUILDING(S) SOUTH OF 1909 NEILSONBUILDING (COL. LINE EX3) AS INDICATED ON AD-SERIES DRAWINGS. REMOVEENTIRE EXISTING BUILDING EXCEPT FOR PORTIONS OF C LEVEL BASEMENTSTRUCTURE AS NOTED. REMOVE ACCESS TUNNEL FROM C LEVEL TO 1909BASEMENT. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVE ALLFOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS.REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-2 DEMO AND REMOVE EXISTING BUILDING(S) NORTH OF 1909 NEILSON BUILDING(COL. LINE EX28) AS INDICATED ON AD-SERIES DRAWINGS. REMOVE ENTIREEXISTING BUILDING. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVEALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-3 REMOVE ALL EXISTING FLOOR SLAB AND SUPPORT STRUCTURE AT 1909BUILDING. EXTERIOR MASONRY WALLS TO REMAIN AS NOTED IN AD-SERIESDRAWINGS. SAWCUT EDGES AT WALLS AND SLABS TO REMAIN TYPICAL.REMOVE ALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION.COORDINATE THIS WORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L,AND E-SERIES DEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES,STAIRS, ELEVATORS, FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESSOTHERWISE NOTEDAD-4 DEMO EXISTING ROOF ASSEMBLY ABOVE 1909 BUILDING. EXISTING CORNICEAND GUTTER TO REMAIN. REMOVE CAREFULLY AND TURN OVER TO SMITHCOLLEGE ANY SLATE SHINGLES. DEMO AND REMOVE ALL CHIMNEYS ANDROOFTOP EQUIPMENT/VENTS. SALVAGE AND STORE DEMO'D EXTERIOR BRICKFOR USE IN THIS PROJECT.AD-5 REMOVE EXTERIOR WINDOWS IN 1909 EXTERIOR MASONRY WALLS. ALLMASONRY SURROUNDS TO REMAIN - SEE AD ELEVATIONS FOR MORE DETAILAD-6 DEMO AND REMOVE ALL MECHANICAL EQUIPMENT, FANS, VENTS, AND AIRINTAKE UNITS. REFER TO MEP AND STRUCT. DWGS FOR ADDITIONALINFORMATION.AD-8 C LEVEL BASEMENT SLAB TO REMAIN UNLESS OTHERWISE NOTED. REMOVE ALLEXISTING CONCRETE PADS AT REMOVED MEP/FP EQUIPMENT TYP. DOWN TOFLOOR SLAB. REFER TO MEP/FP DWGS FOR ADDITIONAL INFORMATION.SCALE 1/8" = 1'-0"EAST ENTRANCE DOOR - NOTE #10 & 3131111NO. DATE DESCRIPTION1 8/8/17 DEMOLITION PACKAGE - ADDENDUM #1
AD3012AD30111AD3111AD3112AD3112AD311OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWA3011A3012A300AG2AD-1AD-1AD-11AD-3AD-11AD-20AD-20AD-20AD-5AD-22AD-2AD-11AD-5AD-3AD-20AD-20AD-20AD-5AD-24AD-22AD-22AD-24AD-11AD-2AD-2AD-22AD-19AD-19WRIGHT HALL(TO REMAIN)AD-21AD800AD3023AD800AD-24AD-24AD-24AD-24AD-24AD-24AD-5AD-5A3016A3017A3018A3019AD800A700A7001315AD-34AD-351) VERIFICATION OF EXISTING CONDITIONS:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK.b. EXISTING CONDITIONS SHOWN IN THESE DOCUMENTS ARE APPROXIMATE AND WERE DERIVED FROM AVAILABLE RECORD DRAWINGS PROVIDED BY THE OWNER.c. THE EXISTING CONDITIONS FOUND IN THE FIELD MAY DIFFER DUE TO PAST ALTERATIONS THAT HAVE NOT BEEN DOCUMENTED. NOTIFY ARCHITECT IMMEDIATELY OF DEVIATIONS IN EXISTING CONDITIONS, THAT MAY AFFECT THE FUTURE CONSTRUCTION OF THE NEW WORK.2) PROTECTION OF EXISTING CONDITIONS:a. PROTECT ALL ELEMENTS TO REMAIN DURING DEMOLITION WORK AGAINST AIRBORNE DEBRIS AND DUST WITH A SUITABLE BARRIER.b. PATCH AND REPAIR OR REPLACE ANY ELEMENTS TO REMAIN THAT MAY HAVE BEEN DAMAGED OR DESTROYED DURING THE DEMOLITION WORK.c. PROTECT, CAP, COVER OR SEAL ALL PENETRATIONS AND OPENINGS (VISIBLE OR CONCEALED) IN THE WORK AREA THAT MAY ALLOW AIRBORNE CONTAMINANTS TO LEAVE THE WORK AREA OR MOISTURE TO ENTER THE BUILDING. AT EXISTING PARTITIONS, SEAL ALL PENETRATIONS TO MAINTAIN EXISTING FIRE/ SMOKE RATINGS.d. SALVAGE ALL SLATE ROOFING SHINGLES TO BE REMOVED AND RETURN TO OWNER.3) OWNERS EQUIPMENT:a. THE OWNER WILL REMOVE ALL EQUIPMENT, FURNISHINGS, WINDOW TREATMENTS, ART WORK AFFIXED TO WALLS PRIOR TO COMMENCING DEMOLITION.4) DEMOLITION SCOPE:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL ELEMENTS REQUIRED TO ACCOMMODATE NEW WORK WHETHER SHOWN OR NOT.b. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION SCOPE. DO NOT PROCEED WITH REMOVAL OF MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION ELEMENTS UNTIL THEY ARE FULLY DISCONNECTED.5) PATCH AND REPAIR:a. AT ALL LOCATIONS WHERE PARTITIONS ARE REMOVED, PROVIDE A FLOOR PATCH COMPOSED OF SUITABLE MATERIALS TO ACHEIVE A SMOOTH FLOOR SURFACE FOR NEW FLOORING. SIZE OF THE PATCH, AT A MINIMUM, SHALL BE ONE FOOT WIDER / LONGER THAN THAT OF THE OF THE PARTITION THAT WAS REMOVED.b. AT ALL NEW OR REUSED PENETRATIONS ( VISIBLE OR CONCEALED ) INFILL AND PATCH THE PERIMETER OF THE PENETRATION TO ACHIEVE A SNUG FIT WITH THE EXISTING WALL CONSTRUCTION, MATCH EXISTING WALL CONSTRUCTION INCLUDING THE FIRE / SMOKE RATINGS.GENERAL NOTES: DEMOLITION PLANSGENERAL NOTES AND LEGEND APPLIES TO ALL AD SERIES DRAWINGS.REFER TO SPECIFICATION SECTION 024119 FOR ADDITIONAL REQUIREMENTS.KEYED NOTES: DEMOLITION PLANS AND ELEVATIONSLEGEND: DEMOLITION PLANS EXISTING STRUCTURE/WALLS TO REMAINEXISTING TO BE DEMOLISHEDEXISTING DOOR TO REMAINEXISTING DOOR & FRAME TO BE DEMOLISHEDEXISTING CASEWORK SHELVES TO BE REMOVEDDEMOLITION SHEET NOTEEXISTING FLOOR SLAB AND STRUCTURE TO BE REMOVEDABBREVIATIONS(E) (ETR)EXISTING TO REMAIN(VIF)VERIFY IN FIELDSTACKS2/26WOMEN'SBATHROOM2/54MEN'SBATHROOM2/55STAIRSST1-2STORAGE2/42ELEVATORE1-2STORAGE2/39STACKS2/29ARCHIVES2/25CORRIDOR2/53BSTAFFLOUNGE2/52BATHROOM2/52ASTACKS2/19CORRIDOR2/03CARRELS2/31STUDY2/23VIEWING2/22VIDEO2/21STAIRSST2-2ELEVATORE2-2JANITORCLOSET2/40WOMEN'SBATHROOM2/12MEN'SBATHROOM2/412B2AOFFICE2/16OFFICE2/15OFFICE2/14OFFICE2/13STAIRSST4-2CORRIDOR2/04STACKS2/05STACKS2/36OFFICE2/43OFFICE2/442/02SPINELLI CENTERFOR QUANTITATIVELEARNINGSTAIRSST5-2RAREBOOKROOMSTACKS2/10FACULTYOFFICE2/09FACULTYOFFICE2/07FACULTYOFFICE2/08NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:50:22 PM4786_SNL_ARCH_CENTRAL_v2017_detached.rvt4786.000AD102LEVEL 2 DEMOLITION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3/32" = 1'-0"EXISTING LEVEL 2 DEMOLITION PLAN1DEMONUMBERNoteAD-25 REMOVE ALL FIXTURES, DEVICES, CONDUIT, ETC ON EXTERIOR WALLS OFEXISTING BUILDING, U.O.N..AD-26 REMOVE AND SALVAGE WINDOW TRIMAD-27 REMOVE INFILL WALL TO RECREATE MASONRY OPENING OF ORIGINAL WINDOW.AD-28 REMOVE SITE RAMP. SALVAGE RAILING AND RETURN TO OWNER.AD-29 REMOVE SITE STAIRAD-30 REMOVE EXT DOOR, TRANSOM, AND FRAME WITHIN MASONRY OPENING.MASONRY SURROUND TO REMAIN IN PLACE.AD-31 REMOVE EXT DOOR AND TRANSOM WINDOW. EXISTING WOOD FRAME TOREMAIN IN PLACE. MASONRY SURROUND TO REMAIN IN PLACE.AD-32 REMOVE EXISTING LOUVERSAD-33 SELECTIVELY REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONALPHOTOS AND ELEVATIONS, SEE AD800.AD-34 REMOVE ALL LOCKSETS AND CYLINDERS FROM ALL DOORS TO BE REMOVED.RETURN TO OWNER.AD-35 REMOVE SELECT SIGNS, PLAQUES, AND TIME CAPSULE AND RETURN TOOWNER.AD-36 REMOVE STONE COUNTER AT CIRCULATION DESK AND RETURN TO OWNERAD-37 REMOVE ENGRAVED WOOD PANELLING IN ENTRY AND RETURN TO OWNER.AD-38 REMOVE LARGE VENT ENCLOSURES WITH STAR AT ROOF AND RETURN TOOWNER.AD-39 REMOVE ORNAMENTAL EXTERIOR LIGHTING AT MAIN ENTRANCE, REFURBISHFOR REINSTALLATION.AD-40 REMOVE AND SALVAGE MILLWORK IN VESTIBULE. SPECIFICALLY, 3' WALLPANELLING, STAINED CROWN MOULDING AND WALL TRIM, AND WOOD DOORCASING ON BOTH DOORS. SALVAGE LIGHT FIXTURE.DEMONUMBERNoteAD-9 CEILING SLAB ABOVE BASEMENT LEVEL C AND ALL ASSOCIATED STRUCTURALCOLUMNS AND BEAMS TO BE REMOVED. SAW CUT AT JUNCTION OF SLAB ANDFOUNDATION WALLS.AD-10 REMOVE STAIRS UP TO SLAB SUPPORTING COLUMNS. PREPARE SLAB FORMODIFICATIONS PER LANDSCAPE AND STRUCT. DWGS - COORDINATED WITHCONSTRUCTION DOCUMENTS. SAWCUT JUNCTION AT SLAB TO STEPS. SALVAGETOP STEP WITH INSCRIPTION.AD-11 REMOVE EXISTING SHELVINGAD-12 REMOVE STAIRS INCLUDING STRINGERS, TREADS & RISERS, LANDINGS, AND ALLRAILINGS.AD-13 REMOVE PORTION OF FLOOR SLAB FOR NEW ELEVATOR PIT. COORDINATEFINAL LOCATION WITH CONSTRUCTION DOCUMENTS.AD-14 REMOVE EXIST. ELEVATOR, DOORS, SILLS, RAILS, SHAFTS, AND ALLASSOCIATED EQUIPMENT INFILL W/ CONC. EXISTING PIT/SUMP SEESTRUCTURAL FOR ADDITIONAL INFORMATION.AD-15 CAREFULLY REMOVE AND TURN OVER TO SMITH COLLEGE ANY ROOF SLATESHINGLES AT DEMO AREA.AD-16 DEMOLISH AND REMOVE EXISTING UTILITY TUNNEL. REFER TO MEP DRAWINGSFOR ADDITIONAL DETAIL. PATCH/WATERPROOF EXISTING FOUNDATION WALLSAS REQUIRED.AD-17 SAWCUT OPENING IN EXISTING FOUNDATION WALL TO ACCOMMODATE LOUVERIN FUTURE AREAWAY. COORDINATE SIZE AND EXACT LOCATION WITHCONSTRUCTION DOCUMENTS.AD-18 REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONAL INFORMATION,SEE AD800.AD-19 DEMOLISH AND REMOVE EXISTING MASONRY BEARING WALL. SALVAGE BRICKFOR REUSE AT EXTERIOR.AD-20 REMOVE FURRING WALLS AT INTERIOR FACE OF EXISTING EXTERIOR MASONRYWALLS TO REMAIN.AD-21 DEMOLISH AND REMOVE BRIDGE TO WRIGHT HALLAD-22 EXISTING WALL TO REMAIN AS EXTERIOR MASONRY WALL IN FUTURE - PROTECTAND PRESERVE DURING DEMOLITION OF ABUTTING STRUCTUREAD-23 DEMOLISH AND REMOVE BRIDGE TO ALUMNAE GYMNASIUM - PROVIDE TEMPENCLOSURE AT NEW OPENING IN ALUMNAE GYM EXTERIOR WALL.AD-24 REMOVE WINDOW PANES, PROTECT AND LEAVE IN PLACE STRUCTURAL WOODMULLION (CRUCIFORM). MASONRY SURROUND TO REMAIN. SEE ENLARGEDWINDOW ELEVATION 3/AD301DEMONUMBERNoteAD-1 DEMOLISH AND REMOVE EXISTING BUILDING(S) SOUTH OF 1909 NEILSONBUILDING (COL. LINE EX3) AS INDICATED ON AD-SERIES DRAWINGS. REMOVEENTIRE EXISTING BUILDING EXCEPT FOR PORTIONS OF C LEVEL BASEMENTSTRUCTURE AS NOTED. REMOVE ACCESS TUNNEL FROM C LEVEL TO 1909BASEMENT. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVE ALLFOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS.REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-2 DEMO AND REMOVE EXISTING BUILDING(S) NORTH OF 1909 NEILSON BUILDING(COL. LINE EX28) AS INDICATED ON AD-SERIES DRAWINGS. REMOVE ENTIREEXISTING BUILDING. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVEALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-3 REMOVE ALL EXISTING FLOOR SLAB AND SUPPORT STRUCTURE AT 1909BUILDING. EXTERIOR MASONRY WALLS TO REMAIN AS NOTED IN AD-SERIESDRAWINGS. SAWCUT EDGES AT WALLS AND SLABS TO REMAIN TYPICAL.REMOVE ALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION.COORDINATE THIS WORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L,AND E-SERIES DEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES,STAIRS, ELEVATORS, FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESSOTHERWISE NOTEDAD-4 DEMO EXISTING ROOF ASSEMBLY ABOVE 1909 BUILDING. EXISTING CORNICEAND GUTTER TO REMAIN. REMOVE CAREFULLY AND TURN OVER TO SMITHCOLLEGE ANY SLATE SHINGLES. DEMO AND REMOVE ALL CHIMNEYS ANDROOFTOP EQUIPMENT/VENTS. SALVAGE AND STORE DEMO'D EXTERIOR BRICKFOR USE IN THIS PROJECT.AD-5 REMOVE EXTERIOR WINDOWS IN 1909 EXTERIOR MASONRY WALLS. ALLMASONRY SURROUNDS TO REMAIN - SEE AD ELEVATIONS FOR MORE DETAILAD-6 DEMO AND REMOVE ALL MECHANICAL EQUIPMENT, FANS, VENTS, AND AIRINTAKE UNITS. REFER TO MEP AND STRUCT. DWGS FOR ADDITIONALINFORMATION.AD-8 C LEVEL BASEMENT SLAB TO REMAIN UNLESS OTHERWISE NOTED. REMOVE ALLEXISTING CONCRETE PADS AT REMOVED MEP/FP EQUIPMENT TYP. DOWN TOFLOOR SLAB. REFER TO MEP/FP DWGS FOR ADDITIONAL INFORMATION.1111NO. DATE DESCRIPTION1 8/8/17 DEMOLITION PACKAGE - ADDENDUM #1
AD3012AD30111AD3111AD3112AD3112AD311A3011A3012AD-1AD-1AD-3AD-20AD-20AD-20AD-5AD-22AD-2AD-11AD-5AD-11AD-3AD-20AD-20AD-20AD-5AD-5AD-22AD-22AD-5AD-2AD-11AD-2AD-3AD-11AD-11AD-22AD-19AD-19AD3023A3016A3017A3018A3019AD-3311AD-181A70019A70017AD-34AD-351) VERIFICATION OF EXISTING CONDITIONS:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK.b. EXISTING CONDITIONS SHOWN IN THESE DOCUMENTS ARE APPROXIMATE AND WERE DERIVED FROM AVAILABLE RECORD DRAWINGS PROVIDED BY THE OWNER.c. THE EXISTING CONDITIONS FOUND IN THE FIELD MAY DIFFER DUE TO PAST ALTERATIONS THAT HAVE NOT BEEN DOCUMENTED. NOTIFY ARCHITECT IMMEDIATELY OF DEVIATIONS IN EXISTING CONDITIONS, THAT MAY AFFECT THE FUTURE CONSTRUCTION OF THE NEW WORK.2) PROTECTION OF EXISTING CONDITIONS:a. PROTECT ALL ELEMENTS TO REMAIN DURING DEMOLITION WORK AGAINST AIRBORNE DEBRIS AND DUST WITH A SUITABLE BARRIER.b. PATCH AND REPAIR OR REPLACE ANY ELEMENTS TO REMAIN THAT MAY HAVE BEEN DAMAGED OR DESTROYED DURING THE DEMOLITION WORK.c. PROTECT, CAP, COVER OR SEAL ALL PENETRATIONS AND OPENINGS (VISIBLE OR CONCEALED) IN THE WORK AREA THAT MAY ALLOW AIRBORNE CONTAMINANTS TO LEAVE THE WORK AREA OR MOISTURE TO ENTER THE BUILDING. AT EXISTING PARTITIONS, SEAL ALL PENETRATIONS TO MAINTAIN EXISTING FIRE/ SMOKE RATINGS.d. SALVAGE ALL SLATE ROOFING SHINGLES TO BE REMOVED AND RETURN TO OWNER.3) OWNERS EQUIPMENT:a. THE OWNER WILL REMOVE ALL EQUIPMENT, FURNISHINGS, WINDOW TREATMENTS, ART WORK AFFIXED TO WALLS PRIOR TO COMMENCING DEMOLITION.4) DEMOLITION SCOPE:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL ELEMENTS REQUIRED TO ACCOMMODATE NEW WORK WHETHER SHOWN OR NOT.b. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION SCOPE. DO NOT PROCEED WITH REMOVAL OF MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION ELEMENTS UNTIL THEY ARE FULLY DISCONNECTED.5) PATCH AND REPAIR:a. AT ALL LOCATIONS WHERE PARTITIONS ARE REMOVED, PROVIDE A FLOOR PATCH COMPOSED OF SUITABLE MATERIALS TO ACHEIVE A SMOOTH FLOOR SURFACE FOR NEW FLOORING. SIZE OF THE PATCH, AT A MINIMUM, SHALL BE ONE FOOT WIDER / LONGER THAN THAT OF THE OF THE PARTITION THAT WAS REMOVED.b. AT ALL NEW OR REUSED PENETRATIONS ( VISIBLE OR CONCEALED ) INFILL AND PATCH THE PERIMETER OF THE PENETRATION TO ACHIEVE A SNUG FIT WITH THE EXISTING WALL CONSTRUCTION, MATCH EXISTING WALL CONSTRUCTION INCLUDING THE FIRE / SMOKE RATINGS.GENERAL NOTES: DEMOLITION PLANSGENERAL NOTES AND LEGEND APPLIES TO ALL AD SERIES DRAWINGS.REFER TO SPECIFICATION SECTION 024119 FOR ADDITIONAL REQUIREMENTS.KEYED NOTES: DEMOLITION PLANS AND ELEVATIONSLEGEND: DEMOLITION PLANS EXISTING STRUCTURE/WALLS TO REMAINEXISTING TO BE DEMOLISHEDEXISTING DOOR TO REMAINEXISTING DOOR & FRAME TO BE DEMOLISHEDEXISTING CASEWORK SHELVES TO BE REMOVEDDEMOLITION SHEET NOTEEXISTING FLOOR SLAB AND STRUCTURE TO BE REMOVEDABBREVIATIONS(E) (ETR)EXISTING TO REMAIN(VIF)VERIFY IN FIELDOFFICE3/06MORTIMERRAREBOOKROOM3/07WORKROOM3/05TERRACE3/61KAHNLIBRARYARTSINSTITUTE3/01OFFICE3/59CONFERENCE3/60OFFICE3/60ASTORAGE3/42ELEVATORE1-3STAIRSST1-3MEN'SBATHROOM3/44WOMEN'SBATHROOM3/45OFFICE3/57STORAGE3/56ACONFERENCE3/56VIDEOVIEWINGROOM3/55KAHNLIBRARYARTSINSTITUTEVISITINGFELLOWS3/54STAIRSST7-3STACKS3/283/52KAHN LIBRARY ARTSINSTITUTE VISITINGFELLOWSCAVERNOROOM3/29COLLACOTTPERIODICALROOM3/30STAIRSST2-3WOMEN'SBATHROOM3/25MEN'SBATHROOM3/173B3AFACULTYOFFICE3/14FACULTYOFFICE3/13FACULTYOFFICE3/12FACULTYOFFICE3/11FACULTYOFFICE3/10FACULTYOFFICE3/09STAIRSST4-3CORRIDOR3/02STACKS3/08OFFICE3/51CORRIDOR3/04STACKS3/27STAIRSST9-3STAIRSST8-3GALLERY3/24CORRIDOR3/18VESTIBULE3/36ASTACKS3/34STORAGE3/23STORAGE3/22PRINTER3/21ELEVATORE2-3VESTIBULE3/24AJANITOR3/20STAIRSST3-3NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:50:29 PM4786_SNL_ARCH_CENTRAL_v2017_detached.rvt4786.000AD103LEVEL 3 DEMOLITION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3/32" = 1'-0"EXISTING LEVEL 3 DEMOLITION PLAN1DEMONUMBERNoteAD-25 REMOVE ALL FIXTURES, DEVICES, CONDUIT, ETC ON EXTERIOR WALLS OFEXISTING BUILDING, U.O.N..AD-26 REMOVE AND SALVAGE WINDOW TRIMAD-27 REMOVE INFILL WALL TO RECREATE MASONRY OPENING OF ORIGINAL WINDOW.AD-28 REMOVE SITE RAMP. SALVAGE RAILING AND RETURN TO OWNER.AD-29 REMOVE SITE STAIRAD-30 REMOVE EXT DOOR, TRANSOM, AND FRAME WITHIN MASONRY OPENING.MASONRY SURROUND TO REMAIN IN PLACE.AD-31 REMOVE EXT DOOR AND TRANSOM WINDOW. EXISTING WOOD FRAME TOREMAIN IN PLACE. MASONRY SURROUND TO REMAIN IN PLACE.AD-32 REMOVE EXISTING LOUVERSAD-33 SELECTIVELY REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONALPHOTOS AND ELEVATIONS, SEE AD800.AD-34 REMOVE ALL LOCKSETS AND CYLINDERS FROM ALL DOORS TO BE REMOVED.RETURN TO OWNER.AD-35 REMOVE SELECT SIGNS, PLAQUES, AND TIME CAPSULE AND RETURN TOOWNER.AD-36 REMOVE STONE COUNTER AT CIRCULATION DESK AND RETURN TO OWNERAD-37 REMOVE ENGRAVED WOOD PANELLING IN ENTRY AND RETURN TO OWNER.AD-38 REMOVE LARGE VENT ENCLOSURES WITH STAR AT ROOF AND RETURN TOOWNER.AD-39 REMOVE ORNAMENTAL EXTERIOR LIGHTING AT MAIN ENTRANCE, REFURBISHFOR REINSTALLATION.AD-40 REMOVE AND SALVAGE MILLWORK IN VESTIBULE. SPECIFICALLY, 3' WALLPANELLING, STAINED CROWN MOULDING AND WALL TRIM, AND WOOD DOORCASING ON BOTH DOORS. SALVAGE LIGHT FIXTURE.DEMONUMBERNoteAD-9 CEILING SLAB ABOVE BASEMENT LEVEL C AND ALL ASSOCIATED STRUCTURALCOLUMNS AND BEAMS TO BE REMOVED. SAW CUT AT JUNCTION OF SLAB ANDFOUNDATION WALLS.AD-10 REMOVE STAIRS UP TO SLAB SUPPORTING COLUMNS. PREPARE SLAB FORMODIFICATIONS PER LANDSCAPE AND STRUCT. DWGS - COORDINATED WITHCONSTRUCTION DOCUMENTS. SAWCUT JUNCTION AT SLAB TO STEPS. SALVAGETOP STEP WITH INSCRIPTION.AD-11 REMOVE EXISTING SHELVINGAD-12 REMOVE STAIRS INCLUDING STRINGERS, TREADS & RISERS, LANDINGS, AND ALLRAILINGS.AD-13 REMOVE PORTION OF FLOOR SLAB FOR NEW ELEVATOR PIT. COORDINATEFINAL LOCATION WITH CONSTRUCTION DOCUMENTS.AD-14 REMOVE EXIST. ELEVATOR, DOORS, SILLS, RAILS, SHAFTS, AND ALLASSOCIATED EQUIPMENT INFILL W/ CONC. EXISTING PIT/SUMP SEESTRUCTURAL FOR ADDITIONAL INFORMATION.AD-15 CAREFULLY REMOVE AND TURN OVER TO SMITH COLLEGE ANY ROOF SLATESHINGLES AT DEMO AREA.AD-16 DEMOLISH AND REMOVE EXISTING UTILITY TUNNEL. REFER TO MEP DRAWINGSFOR ADDITIONAL DETAIL. PATCH/WATERPROOF EXISTING FOUNDATION WALLSAS REQUIRED.AD-17 SAWCUT OPENING IN EXISTING FOUNDATION WALL TO ACCOMMODATE LOUVERIN FUTURE AREAWAY. COORDINATE SIZE AND EXACT LOCATION WITHCONSTRUCTION DOCUMENTS.AD-18 REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONAL INFORMATION,SEE AD800.AD-19 DEMOLISH AND REMOVE EXISTING MASONRY BEARING WALL. SALVAGE BRICKFOR REUSE AT EXTERIOR.AD-20 REMOVE FURRING WALLS AT INTERIOR FACE OF EXISTING EXTERIOR MASONRYWALLS TO REMAIN.AD-21 DEMOLISH AND REMOVE BRIDGE TO WRIGHT HALLAD-22 EXISTING WALL TO REMAIN AS EXTERIOR MASONRY WALL IN FUTURE - PROTECTAND PRESERVE DURING DEMOLITION OF ABUTTING STRUCTUREAD-23 DEMOLISH AND REMOVE BRIDGE TO ALUMNAE GYMNASIUM - PROVIDE TEMPENCLOSURE AT NEW OPENING IN ALUMNAE GYM EXTERIOR WALL.AD-24 REMOVE WINDOW PANES, PROTECT AND LEAVE IN PLACE STRUCTURAL WOODMULLION (CRUCIFORM). MASONRY SURROUND TO REMAIN. SEE ENLARGEDWINDOW ELEVATION 3/AD301DEMONUMBERNoteAD-1 DEMOLISH AND REMOVE EXISTING BUILDING(S) SOUTH OF 1909 NEILSONBUILDING (COL. LINE EX3) AS INDICATED ON AD-SERIES DRAWINGS. REMOVEENTIRE EXISTING BUILDING EXCEPT FOR PORTIONS OF C LEVEL BASEMENTSTRUCTURE AS NOTED. REMOVE ACCESS TUNNEL FROM C LEVEL TO 1909BASEMENT. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVE ALLFOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS.REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-2 DEMO AND REMOVE EXISTING BUILDING(S) NORTH OF 1909 NEILSON BUILDING(COL. LINE EX28) AS INDICATED ON AD-SERIES DRAWINGS. REMOVE ENTIREEXISTING BUILDING. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVEALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-3 REMOVE ALL EXISTING FLOOR SLAB AND SUPPORT STRUCTURE AT 1909BUILDING. EXTERIOR MASONRY WALLS TO REMAIN AS NOTED IN AD-SERIESDRAWINGS. SAWCUT EDGES AT WALLS AND SLABS TO REMAIN TYPICAL.REMOVE ALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION.COORDINATE THIS WORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L,AND E-SERIES DEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES,STAIRS, ELEVATORS, FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESSOTHERWISE NOTEDAD-4 DEMO EXISTING ROOF ASSEMBLY ABOVE 1909 BUILDING. EXISTING CORNICEAND GUTTER TO REMAIN. REMOVE CAREFULLY AND TURN OVER TO SMITHCOLLEGE ANY SLATE SHINGLES. DEMO AND REMOVE ALL CHIMNEYS ANDROOFTOP EQUIPMENT/VENTS. SALVAGE AND STORE DEMO'D EXTERIOR BRICKFOR USE IN THIS PROJECT.AD-5 REMOVE EXTERIOR WINDOWS IN 1909 EXTERIOR MASONRY WALLS. ALLMASONRY SURROUNDS TO REMAIN - SEE AD ELEVATIONS FOR MORE DETAILAD-6 DEMO AND REMOVE ALL MECHANICAL EQUIPMENT, FANS, VENTS, AND AIRINTAKE UNITS. REFER TO MEP AND STRUCT. DWGS FOR ADDITIONALINFORMATION.AD-8 C LEVEL BASEMENT SLAB TO REMAIN UNLESS OTHERWISE NOTED. REMOVE ALLEXISTING CONCRETE PADS AT REMOVED MEP/FP EQUIPMENT TYP. DOWN TOFLOOR SLAB. REFER TO MEP/FP DWGS FOR ADDITIONAL INFORMATION.1111NO. DATE DESCRIPTION1 8/8/17 DEMOLITION PACKAGE - ADDENDUM #1
AD3012AD30111AD3111AD3112AD3112AD311OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWA3011AD-1AD-3AD-20AD-20AD-20AD-22AD-2AD-11AD-3AD-20AD-20AD-20AD-22AD-22AD-22AD-19AD-19AD-2AD-2AD-1AD3023A3016A3017A3018A3019A70019A70017AD-34AD-351) VERIFICATION OF EXISTING CONDITIONS:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK.b. EXISTING CONDITIONS SHOWN IN THESE DOCUMENTS ARE APPROXIMATE AND WERE DERIVED FROM AVAILABLE RECORD DRAWINGS PROVIDED BY THE OWNER.c. THE EXISTING CONDITIONS FOUND IN THE FIELD MAY DIFFER DUE TO PAST ALTERATIONS THAT HAVE NOT BEEN DOCUMENTED. NOTIFY ARCHITECT IMMEDIATELY OF DEVIATIONS IN EXISTING CONDITIONS, THAT MAY AFFECT THE FUTURE CONSTRUCTION OF THE NEW WORK.2) PROTECTION OF EXISTING CONDITIONS:a. PROTECT ALL ELEMENTS TO REMAIN DURING DEMOLITION WORK AGAINST AIRBORNE DEBRIS AND DUST WITH A SUITABLE BARRIER.b. PATCH AND REPAIR OR REPLACE ANY ELEMENTS TO REMAIN THAT MAY HAVE BEEN DAMAGED OR DESTROYED DURING THE DEMOLITION WORK.c. PROTECT, CAP, COVER OR SEAL ALL PENETRATIONS AND OPENINGS (VISIBLE OR CONCEALED) IN THE WORK AREA THAT MAY ALLOW AIRBORNE CONTAMINANTS TO LEAVE THE WORK AREA OR MOISTURE TO ENTER THE BUILDING. AT EXISTING PARTITIONS, SEAL ALL PENETRATIONS TO MAINTAIN EXISTING FIRE/ SMOKE RATINGS.d. SALVAGE ALL SLATE ROOFING SHINGLES TO BE REMOVED AND RETURN TO OWNER.3) OWNERS EQUIPMENT:a. THE OWNER WILL REMOVE ALL EQUIPMENT, FURNISHINGS, WINDOW TREATMENTS, ART WORK AFFIXED TO WALLS PRIOR TO COMMENCING DEMOLITION.4) DEMOLITION SCOPE:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL ELEMENTS REQUIRED TO ACCOMMODATE NEW WORK WHETHER SHOWN OR NOT.b. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION SCOPE. DO NOT PROCEED WITH REMOVAL OF MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION ELEMENTS UNTIL THEY ARE FULLY DISCONNECTED.5) PATCH AND REPAIR:a. AT ALL LOCATIONS WHERE PARTITIONS ARE REMOVED, PROVIDE A FLOOR PATCH COMPOSED OF SUITABLE MATERIALS TO ACHEIVE A SMOOTH FLOOR SURFACE FOR NEW FLOORING. SIZE OF THE PATCH, AT A MINIMUM, SHALL BE ONE FOOT WIDER / LONGER THAN THAT OF THE OF THE PARTITION THAT WAS REMOVED.b. AT ALL NEW OR REUSED PENETRATIONS ( VISIBLE OR CONCEALED ) INFILL AND PATCH THE PERIMETER OF THE PENETRATION TO ACHIEVE A SNUG FIT WITH THE EXISTING WALL CONSTRUCTION, MATCH EXISTING WALL CONSTRUCTION INCLUDING THE FIRE / SMOKE RATINGS.GENERAL NOTES: DEMOLITION PLANSGENERAL NOTES AND LEGEND APPLIES TO ALL AD SERIES DRAWINGS.REFER TO SPECIFICATION SECTION 024119 FOR ADDITIONAL REQUIREMENTS.KEYED NOTES: DEMOLITION PLANS AND ELEVATIONSLEGEND: DEMOLITION PLANS EXISTING STRUCTURE/WALLS TO REMAINEXISTING TO BE DEMOLISHEDEXISTING DOOR TO REMAINEXISTING DOOR & FRAME TO BE DEMOLISHEDEXISTING CASEWORK SHELVES TO BE REMOVEDDEMOLITION SHEET NOTEEXISTING FLOOR SLAB AND STRUCTURE TO BE REMOVEDABBREVIATIONS(E) (ETR)EXISTING TO REMAIN(VIF)VERIFY IN FIELDMECHANICALROOM4/12STACKS4/11SEATING4/21STACKS4/20CARRELS4/22CORRIDOR4/10STACKS4/19CORRIDOR4/111INACCESSIBLEI-78FACULTYOFFICE4/03FACULTYOFFICE4/04FACULTYOFFICE4/05FACULTYOFFICE4/06TIBETANCANON4/07STAIRSST4-4STACKS4/024A4BCORRIDOR4/10STAIRSST10-4STAIRSST2-4ELEVATORE2-4WOMEN'SBATHROOM4/09MEN'SBATHROOM4/13JANITOR4/08NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:50:37 PM4786_SNL_ARCH_CENTRAL_v2017_detached.rvt4786.000AD104LEVEL 4 DEMOLITION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3/32" = 1'-0"EXISTING LEVEL 4 DEMOLITION PLAN1DEMONUMBERNoteAD-25 REMOVE ALL FIXTURES, DEVICES, CONDUIT, ETC ON EXTERIOR WALLS OFEXISTING BUILDING, U.O.N..AD-26 REMOVE AND SALVAGE WINDOW TRIMAD-27 REMOVE INFILL WALL TO RECREATE MASONRY OPENING OF ORIGINAL WINDOW.AD-28 REMOVE SITE RAMP. SALVAGE RAILING AND RETURN TO OWNER.AD-29 REMOVE SITE STAIRAD-30 REMOVE EXT DOOR, TRANSOM, AND FRAME WITHIN MASONRY OPENING.MASONRY SURROUND TO REMAIN IN PLACE.AD-31 REMOVE EXT DOOR AND TRANSOM WINDOW. EXISTING WOOD FRAME TOREMAIN IN PLACE. MASONRY SURROUND TO REMAIN IN PLACE.AD-32 REMOVE EXISTING LOUVERSAD-33 SELECTIVELY REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONALPHOTOS AND ELEVATIONS, SEE AD800.AD-34 REMOVE ALL LOCKSETS AND CYLINDERS FROM ALL DOORS TO BE REMOVED.RETURN TO OWNER.AD-35 REMOVE SELECT SIGNS, PLAQUES, AND TIME CAPSULE AND RETURN TOOWNER.AD-36 REMOVE STONE COUNTER AT CIRCULATION DESK AND RETURN TO OWNERAD-37 REMOVE ENGRAVED WOOD PANELLING IN ENTRY AND RETURN TO OWNER.AD-38 REMOVE LARGE VENT ENCLOSURES WITH STAR AT ROOF AND RETURN TOOWNER.AD-39 REMOVE ORNAMENTAL EXTERIOR LIGHTING AT MAIN ENTRANCE, REFURBISHFOR REINSTALLATION.AD-40 REMOVE AND SALVAGE MILLWORK IN VESTIBULE. SPECIFICALLY, 3' WALLPANELLING, STAINED CROWN MOULDING AND WALL TRIM, AND WOOD DOORCASING ON BOTH DOORS. SALVAGE LIGHT FIXTURE.DEMONUMBERNoteAD-9 CEILING SLAB ABOVE BASEMENT LEVEL C AND ALL ASSOCIATED STRUCTURALCOLUMNS AND BEAMS TO BE REMOVED. SAW CUT AT JUNCTION OF SLAB ANDFOUNDATION WALLS.AD-10 REMOVE STAIRS UP TO SLAB SUPPORTING COLUMNS. PREPARE SLAB FORMODIFICATIONS PER LANDSCAPE AND STRUCT. DWGS - COORDINATED WITHCONSTRUCTION DOCUMENTS. SAWCUT JUNCTION AT SLAB TO STEPS. SALVAGETOP STEP WITH INSCRIPTION.AD-11 REMOVE EXISTING SHELVINGAD-12 REMOVE STAIRS INCLUDING STRINGERS, TREADS & RISERS, LANDINGS, AND ALLRAILINGS.AD-13 REMOVE PORTION OF FLOOR SLAB FOR NEW ELEVATOR PIT. COORDINATEFINAL LOCATION WITH CONSTRUCTION DOCUMENTS.AD-14 REMOVE EXIST. ELEVATOR, DOORS, SILLS, RAILS, SHAFTS, AND ALLASSOCIATED EQUIPMENT INFILL W/ CONC. EXISTING PIT/SUMP SEESTRUCTURAL FOR ADDITIONAL INFORMATION.AD-15 CAREFULLY REMOVE AND TURN OVER TO SMITH COLLEGE ANY ROOF SLATESHINGLES AT DEMO AREA.AD-16 DEMOLISH AND REMOVE EXISTING UTILITY TUNNEL. REFER TO MEP DRAWINGSFOR ADDITIONAL DETAIL. PATCH/WATERPROOF EXISTING FOUNDATION WALLSAS REQUIRED.AD-17 SAWCUT OPENING IN EXISTING FOUNDATION WALL TO ACCOMMODATE LOUVERIN FUTURE AREAWAY. COORDINATE SIZE AND EXACT LOCATION WITHCONSTRUCTION DOCUMENTS.AD-18 REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONAL INFORMATION,SEE AD800.AD-19 DEMOLISH AND REMOVE EXISTING MASONRY BEARING WALL. SALVAGE BRICKFOR REUSE AT EXTERIOR.AD-20 REMOVE FURRING WALLS AT INTERIOR FACE OF EXISTING EXTERIOR MASONRYWALLS TO REMAIN.AD-21 DEMOLISH AND REMOVE BRIDGE TO WRIGHT HALLAD-22 EXISTING WALL TO REMAIN AS EXTERIOR MASONRY WALL IN FUTURE - PROTECTAND PRESERVE DURING DEMOLITION OF ABUTTING STRUCTUREAD-23 DEMOLISH AND REMOVE BRIDGE TO ALUMNAE GYMNASIUM - PROVIDE TEMPENCLOSURE AT NEW OPENING IN ALUMNAE GYM EXTERIOR WALL.AD-24 REMOVE WINDOW PANES, PROTECT AND LEAVE IN PLACE STRUCTURAL WOODMULLION (CRUCIFORM). MASONRY SURROUND TO REMAIN. SEE ENLARGEDWINDOW ELEVATION 3/AD301DEMONUMBERNoteAD-1 DEMOLISH AND REMOVE EXISTING BUILDING(S) SOUTH OF 1909 NEILSONBUILDING (COL. LINE EX3) AS INDICATED ON AD-SERIES DRAWINGS. REMOVEENTIRE EXISTING BUILDING EXCEPT FOR PORTIONS OF C LEVEL BASEMENTSTRUCTURE AS NOTED. REMOVE ACCESS TUNNEL FROM C LEVEL TO 1909BASEMENT. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVE ALLFOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS.REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-2 DEMO AND REMOVE EXISTING BUILDING(S) NORTH OF 1909 NEILSON BUILDING(COL. LINE EX28) AS INDICATED ON AD-SERIES DRAWINGS. REMOVE ENTIREEXISTING BUILDING. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVEALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-3 REMOVE ALL EXISTING FLOOR SLAB AND SUPPORT STRUCTURE AT 1909BUILDING. EXTERIOR MASONRY WALLS TO REMAIN AS NOTED IN AD-SERIESDRAWINGS. SAWCUT EDGES AT WALLS AND SLABS TO REMAIN TYPICAL.REMOVE ALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION.COORDINATE THIS WORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L,AND E-SERIES DEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES,STAIRS, ELEVATORS, FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESSOTHERWISE NOTEDAD-4 DEMO EXISTING ROOF ASSEMBLY ABOVE 1909 BUILDING. EXISTING CORNICEAND GUTTER TO REMAIN. REMOVE CAREFULLY AND TURN OVER TO SMITHCOLLEGE ANY SLATE SHINGLES. DEMO AND REMOVE ALL CHIMNEYS ANDROOFTOP EQUIPMENT/VENTS. SALVAGE AND STORE DEMO'D EXTERIOR BRICKFOR USE IN THIS PROJECT.AD-5 REMOVE EXTERIOR WINDOWS IN 1909 EXTERIOR MASONRY WALLS. ALLMASONRY SURROUNDS TO REMAIN - SEE AD ELEVATIONS FOR MORE DETAILAD-6 DEMO AND REMOVE ALL MECHANICAL EQUIPMENT, FANS, VENTS, AND AIRINTAKE UNITS. REFER TO MEP AND STRUCT. DWGS FOR ADDITIONALINFORMATION.AD-8 C LEVEL BASEMENT SLAB TO REMAIN UNLESS OTHERWISE NOTED. REMOVE ALLEXISTING CONCRETE PADS AT REMOVED MEP/FP EQUIPMENT TYP. DOWN TOFLOOR SLAB. REFER TO MEP/FP DWGS FOR ADDITIONAL INFORMATION.1111NO. DATE DESCRIPTION1 8/8/17 DEMOLITION PACKAGE - ADDENDUM #1
AD3012AD30111AD3111AD3112AD3112AD311A3011A3012AD-1AD-1AD-3AD-2AD-19AD-19AD-2AD-2AD-4AD-3AD-4AD-3AD-4AD3023A3016A3017A3018A3019A3003A3005A3004A7008A70071) VERIFICATION OF EXISTING CONDITIONS:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK.b. EXISTING CONDITIONS SHOWN IN THESE DOCUMENTS ARE APPROXIMATE AND WERE DERIVED FROM AVAILABLE RECORD DRAWINGS PROVIDED BY THE OWNER.c. THE EXISTING CONDITIONS FOUND IN THE FIELD MAY DIFFER DUE TO PAST ALTERATIONS THAT HAVE NOT BEEN DOCUMENTED. NOTIFY ARCHITECT IMMEDIATELY OF DEVIATIONS IN EXISTING CONDITIONS, THAT MAY AFFECT THE FUTURE CONSTRUCTION OF THE NEW WORK.2) PROTECTION OF EXISTING CONDITIONS:a. PROTECT ALL ELEMENTS TO REMAIN DURING DEMOLITION WORK AGAINST AIRBORNE DEBRIS AND DUST WITH A SUITABLE BARRIER.b. PATCH AND REPAIR OR REPLACE ANY ELEMENTS TO REMAIN THAT MAY HAVE BEEN DAMAGED OR DESTROYED DURING THE DEMOLITION WORK.c. PROTECT, CAP, COVER OR SEAL ALL PENETRATIONS AND OPENINGS (VISIBLE OR CONCEALED) IN THE WORK AREA THAT MAY ALLOW AIRBORNE CONTAMINANTS TO LEAVE THE WORK AREA OR MOISTURE TO ENTER THE BUILDING. AT EXISTING PARTITIONS, SEAL ALL PENETRATIONS TO MAINTAIN EXISTING FIRE/ SMOKE RATINGS.d. SALVAGE ALL SLATE ROOFING SHINGLES TO BE REMOVED AND RETURN TO OWNER.3) OWNERS EQUIPMENT:a. THE OWNER WILL REMOVE ALL EQUIPMENT, FURNISHINGS, WINDOW TREATMENTS, ART WORK AFFIXED TO WALLS PRIOR TO COMMENCING DEMOLITION.4) DEMOLITION SCOPE:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL ELEMENTS REQUIRED TO ACCOMMODATE NEW WORK WHETHER SHOWN OR NOT.b. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION SCOPE. DO NOT PROCEED WITH REMOVAL OF MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION ELEMENTS UNTIL THEY ARE FULLY DISCONNECTED.5) PATCH AND REPAIR:a. AT ALL LOCATIONS WHERE PARTITIONS ARE REMOVED, PROVIDE A FLOOR PATCH COMPOSED OF SUITABLE MATERIALS TO ACHEIVE A SMOOTH FLOOR SURFACE FOR NEW FLOORING. SIZE OF THE PATCH, AT A MINIMUM, SHALL BE ONE FOOT WIDER / LONGER THAN THAT OF THE OF THE PARTITION THAT WAS REMOVED.b. AT ALL NEW OR REUSED PENETRATIONS ( VISIBLE OR CONCEALED ) INFILL AND PATCH THE PERIMETER OF THE PENETRATION TO ACHIEVE A SNUG FIT WITH THE EXISTING WALL CONSTRUCTION, MATCH EXISTING WALL CONSTRUCTION INCLUDING THE FIRE / SMOKE RATINGS.GENERAL NOTES: DEMOLITION PLANSGENERAL NOTES AND LEGEND APPLIES TO ALL AD SERIES DRAWINGS.REFER TO SPECIFICATION SECTION 024119 FOR ADDITIONAL REQUIREMENTS.KEYED NOTES: DEMOLITION PLANS AND ELEVATIONSLEGEND: DEMOLITION PLANS EXISTING STRUCTURE/WALLS TO REMAINEXISTING TO BE DEMOLISHEDEXISTING DOOR TO REMAINEXISTING DOOR & FRAME TO BE DEMOLISHEDEXISTING CASEWORK SHELVES TO BE REMOVEDDEMOLITION SHEET NOTEEXISTING FLOOR SLAB AND STRUCTURE TO BE REMOVEDABBREVIATIONS(E) (ETR)EXISTING TO REMAIN(VIF)VERIFY IN FIELDMECHANICAL5/01MECHANICAL5/01STAIRSST4-5STAIRSST10-5MECHANICAL5/03MECHANICAL5/04MECHANICAL5/05NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:50:42 PM4786_SNL_ARCH_CENTRAL_v2017_detached.rvt4786.000AD105LEVEL 5 DEMOLITION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3/32" = 1'-0"EXISTING LEVEL 5 DEMOLITION PLAN1DEMONUMBERNoteAD-25 REMOVE ALL FIXTURES, DEVICES, CONDUIT, ETC ON EXTERIOR WALLS OFEXISTING BUILDING, U.O.N..AD-26 REMOVE AND SALVAGE WINDOW TRIMAD-27 REMOVE INFILL WALL TO RECREATE MASONRY OPENING OF ORIGINAL WINDOW.AD-28 REMOVE SITE RAMP. SALVAGE RAILING AND RETURN TO OWNER.AD-29 REMOVE SITE STAIRAD-30 REMOVE EXT DOOR, TRANSOM, AND FRAME WITHIN MASONRY OPENING.MASONRY SURROUND TO REMAIN IN PLACE.AD-31 REMOVE EXT DOOR AND TRANSOM WINDOW. EXISTING WOOD FRAME TOREMAIN IN PLACE. MASONRY SURROUND TO REMAIN IN PLACE.AD-32 REMOVE EXISTING LOUVERSAD-33 SELECTIVELY REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONALPHOTOS AND ELEVATIONS, SEE AD800.AD-34 REMOVE ALL LOCKSETS AND CYLINDERS FROM ALL DOORS TO BE REMOVED.RETURN TO OWNER.AD-35 REMOVE SELECT SIGNS, PLAQUES, AND TIME CAPSULE AND RETURN TOOWNER.AD-36 REMOVE STONE COUNTER AT CIRCULATION DESK AND RETURN TO OWNERAD-37 REMOVE ENGRAVED WOOD PANELLING IN ENTRY AND RETURN TO OWNER.AD-38 REMOVE LARGE VENT ENCLOSURES WITH STAR AT ROOF AND RETURN TOOWNER.AD-39 REMOVE ORNAMENTAL EXTERIOR LIGHTING AT MAIN ENTRANCE, REFURBISHFOR REINSTALLATION.AD-40 REMOVE AND SALVAGE MILLWORK IN VESTIBULE. SPECIFICALLY, 3' WALLPANELLING, STAINED CROWN MOULDING AND WALL TRIM, AND WOOD DOORCASING ON BOTH DOORS. SALVAGE LIGHT FIXTURE.DEMONUMBERNoteAD-9 CEILING SLAB ABOVE BASEMENT LEVEL C AND ALL ASSOCIATED STRUCTURALCOLUMNS AND BEAMS TO BE REMOVED. SAW CUT AT JUNCTION OF SLAB ANDFOUNDATION WALLS.AD-10 REMOVE STAIRS UP TO SLAB SUPPORTING COLUMNS. PREPARE SLAB FORMODIFICATIONS PER LANDSCAPE AND STRUCT. DWGS - COORDINATED WITHCONSTRUCTION DOCUMENTS. SAWCUT JUNCTION AT SLAB TO STEPS. SALVAGETOP STEP WITH INSCRIPTION.AD-11 REMOVE EXISTING SHELVINGAD-12 REMOVE STAIRS INCLUDING STRINGERS, TREADS & RISERS, LANDINGS, AND ALLRAILINGS.AD-13 REMOVE PORTION OF FLOOR SLAB FOR NEW ELEVATOR PIT. COORDINATEFINAL LOCATION WITH CONSTRUCTION DOCUMENTS.AD-14 REMOVE EXIST. ELEVATOR, DOORS, SILLS, RAILS, SHAFTS, AND ALLASSOCIATED EQUIPMENT INFILL W/ CONC. EXISTING PIT/SUMP SEESTRUCTURAL FOR ADDITIONAL INFORMATION.AD-15 CAREFULLY REMOVE AND TURN OVER TO SMITH COLLEGE ANY ROOF SLATESHINGLES AT DEMO AREA.AD-16 DEMOLISH AND REMOVE EXISTING UTILITY TUNNEL. REFER TO MEP DRAWINGSFOR ADDITIONAL DETAIL. PATCH/WATERPROOF EXISTING FOUNDATION WALLSAS REQUIRED.AD-17 SAWCUT OPENING IN EXISTING FOUNDATION WALL TO ACCOMMODATE LOUVERIN FUTURE AREAWAY. COORDINATE SIZE AND EXACT LOCATION WITHCONSTRUCTION DOCUMENTS.AD-18 REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONAL INFORMATION,SEE AD800.AD-19 DEMOLISH AND REMOVE EXISTING MASONRY BEARING WALL. SALVAGE BRICKFOR REUSE AT EXTERIOR.AD-20 REMOVE FURRING WALLS AT INTERIOR FACE OF EXISTING EXTERIOR MASONRYWALLS TO REMAIN.AD-21 DEMOLISH AND REMOVE BRIDGE TO WRIGHT HALLAD-22 EXISTING WALL TO REMAIN AS EXTERIOR MASONRY WALL IN FUTURE - PROTECTAND PRESERVE DURING DEMOLITION OF ABUTTING STRUCTUREAD-23 DEMOLISH AND REMOVE BRIDGE TO ALUMNAE GYMNASIUM - PROVIDE TEMPENCLOSURE AT NEW OPENING IN ALUMNAE GYM EXTERIOR WALL.AD-24 REMOVE WINDOW PANES, PROTECT AND LEAVE IN PLACE STRUCTURAL WOODMULLION (CRUCIFORM). MASONRY SURROUND TO REMAIN. SEE ENLARGEDWINDOW ELEVATION 3/AD301DEMONUMBERNoteAD-1 DEMOLISH AND REMOVE EXISTING BUILDING(S) SOUTH OF 1909 NEILSONBUILDING (COL. LINE EX3) AS INDICATED ON AD-SERIES DRAWINGS. REMOVEENTIRE EXISTING BUILDING EXCEPT FOR PORTIONS OF C LEVEL BASEMENTSTRUCTURE AS NOTED. REMOVE ACCESS TUNNEL FROM C LEVEL TO 1909BASEMENT. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVE ALLFOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS.REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-2 DEMO AND REMOVE EXISTING BUILDING(S) NORTH OF 1909 NEILSON BUILDING(COL. LINE EX28) AS INDICATED ON AD-SERIES DRAWINGS. REMOVE ENTIREEXISTING BUILDING. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVEALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-3 REMOVE ALL EXISTING FLOOR SLAB AND SUPPORT STRUCTURE AT 1909BUILDING. EXTERIOR MASONRY WALLS TO REMAIN AS NOTED IN AD-SERIESDRAWINGS. SAWCUT EDGES AT WALLS AND SLABS TO REMAIN TYPICAL.REMOVE ALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION.COORDINATE THIS WORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L,AND E-SERIES DEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES,STAIRS, ELEVATORS, FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESSOTHERWISE NOTEDAD-4 DEMO EXISTING ROOF ASSEMBLY ABOVE 1909 BUILDING. EXISTING CORNICEAND GUTTER TO REMAIN. REMOVE CAREFULLY AND TURN OVER TO SMITHCOLLEGE ANY SLATE SHINGLES. DEMO AND REMOVE ALL CHIMNEYS ANDROOFTOP EQUIPMENT/VENTS. SALVAGE AND STORE DEMO'D EXTERIOR BRICKFOR USE IN THIS PROJECT.AD-5 REMOVE EXTERIOR WINDOWS IN 1909 EXTERIOR MASONRY WALLS. ALLMASONRY SURROUNDS TO REMAIN - SEE AD ELEVATIONS FOR MORE DETAILAD-6 DEMO AND REMOVE ALL MECHANICAL EQUIPMENT, FANS, VENTS, AND AIRINTAKE UNITS. REFER TO MEP AND STRUCT. DWGS FOR ADDITIONALINFORMATION.AD-8 C LEVEL BASEMENT SLAB TO REMAIN UNLESS OTHERWISE NOTED. REMOVE ALLEXISTING CONCRETE PADS AT REMOVED MEP/FP EQUIPMENT TYP. DOWN TOFLOOR SLAB. REFER TO MEP/FP DWGS FOR ADDITIONAL INFORMATION.1111NO. DATE DESCRIPTION1 8/8/17 DEMOLITION PACKAGE - ADDENDUM #1
AD3012AD30111AD3111AD3112AD3112AD3117/8" / 1'-0"7/8" / 1'-0"A3011A3012AD-1AD-1AD-3AD-2AD-2AD-2AD-4AD-15AD-15AD-15AD-15AD3023A3016A3017A3018A3019A3003A3005A3004AD-3811) VERIFICATION OF EXISTING CONDITIONS:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK.b. EXISTING CONDITIONS SHOWN IN THESE DOCUMENTS ARE APPROXIMATE AND WERE DERIVED FROM AVAILABLE RECORD DRAWINGS PROVIDED BY THE OWNER.c. THE EXISTING CONDITIONS FOUND IN THE FIELD MAY DIFFER DUE TO PAST ALTERATIONS THAT HAVE NOT BEEN DOCUMENTED. NOTIFY ARCHITECT IMMEDIATELY OF DEVIATIONS IN EXISTING CONDITIONS, THAT MAY AFFECT THE FUTURE CONSTRUCTION OF THE NEW WORK.2) PROTECTION OF EXISTING CONDITIONS:a. PROTECT ALL ELEMENTS TO REMAIN DURING DEMOLITION WORK AGAINST AIRBORNE DEBRIS AND DUST WITH A SUITABLE BARRIER.b. PATCH AND REPAIR OR REPLACE ANY ELEMENTS TO REMAIN THAT MAY HAVE BEEN DAMAGED OR DESTROYED DURING THE DEMOLITION WORK.c. PROTECT, CAP, COVER OR SEAL ALL PENETRATIONS AND OPENINGS (VISIBLE OR CONCEALED) IN THE WORK AREA THAT MAY ALLOW AIRBORNE CONTAMINANTS TO LEAVE THE WORK AREA OR MOISTURE TO ENTER THE BUILDING. AT EXISTING PARTITIONS, SEAL ALL PENETRATIONS TO MAINTAIN EXISTING FIRE/ SMOKE RATINGS.d. SALVAGE ALL SLATE ROOFING SHINGLES TO BE REMOVED AND RETURN TO OWNER.3) OWNERS EQUIPMENT:a. THE OWNER WILL REMOVE ALL EQUIPMENT, FURNISHINGS, WINDOW TREATMENTS, ART WORK AFFIXED TO WALLS PRIOR TO COMMENCING DEMOLITION.4) DEMOLITION SCOPE:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL ELEMENTS REQUIRED TO ACCOMMODATE NEW WORK WHETHER SHOWN OR NOT.b. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION SCOPE. DO NOT PROCEED WITH REMOVAL OF MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION ELEMENTS UNTIL THEY ARE FULLY DISCONNECTED.5) PATCH AND REPAIR:a. AT ALL LOCATIONS WHERE PARTITIONS ARE REMOVED, PROVIDE A FLOOR PATCH COMPOSED OF SUITABLE MATERIALS TO ACHEIVE A SMOOTH FLOOR SURFACE FOR NEW FLOORING. SIZE OF THE PATCH, AT A MINIMUM, SHALL BE ONE FOOT WIDER / LONGER THAN THAT OF THE OF THE PARTITION THAT WAS REMOVED.b. AT ALL NEW OR REUSED PENETRATIONS ( VISIBLE OR CONCEALED ) INFILL AND PATCH THE PERIMETER OF THE PENETRATION TO ACHIEVE A SNUG FIT WITH THE EXISTING WALL CONSTRUCTION, MATCH EXISTING WALL CONSTRUCTION INCLUDING THE FIRE / SMOKE RATINGS.GENERAL NOTES: DEMOLITION PLANSGENERAL NOTES AND LEGEND APPLIES TO ALL AD SERIES DRAWINGS.REFER TO SPECIFICATION SECTION 024119 FOR ADDITIONAL REQUIREMENTS.KEYED NOTES: DEMOLITION PLANS AND ELEVATIONSLEGEND: DEMOLITION PLANS EXISTING STRUCTURE/WALLS TO REMAINEXISTING TO BE DEMOLISHEDEXISTING DOOR TO REMAINEXISTING DOOR & FRAME TO BE DEMOLISHEDEXISTING CASEWORK SHELVES TO BE REMOVEDDEMOLITION SHEET NOTEEXISTING FLOOR SLAB AND STRUCTURE TO BE REMOVEDABBREVIATIONS(E) (ETR)EXISTING TO REMAIN(VIF)VERIFY IN FIELDNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:50:47 PM4786_SNL_ARCH_CENTRAL_v2017_detached.rvt4786.000AD106ROOF DEMOLITION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3/32" = 1'-0"EXISTING ROOF DEMOLITION PLAN1DEMONUMBERNoteAD-25 REMOVE ALL FIXTURES, DEVICES, CONDUIT, ETC ON EXTERIOR WALLS OFEXISTING BUILDING, U.O.N..AD-26 REMOVE AND SALVAGE WINDOW TRIMAD-27 REMOVE INFILL WALL TO RECREATE MASONRY OPENING OF ORIGINAL WINDOW.AD-28 REMOVE SITE RAMP. SALVAGE RAILING AND RETURN TO OWNER.AD-29 REMOVE SITE STAIRAD-30 REMOVE EXT DOOR, TRANSOM, AND FRAME WITHIN MASONRY OPENING.MASONRY SURROUND TO REMAIN IN PLACE.AD-31 REMOVE EXT DOOR AND TRANSOM WINDOW. EXISTING WOOD FRAME TOREMAIN IN PLACE. MASONRY SURROUND TO REMAIN IN PLACE.AD-32 REMOVE EXISTING LOUVERSAD-33 SELECTIVELY REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONALPHOTOS AND ELEVATIONS, SEE AD800.AD-34 REMOVE ALL LOCKSETS AND CYLINDERS FROM ALL DOORS TO BE REMOVED.RETURN TO OWNER.AD-35 REMOVE SELECT SIGNS, PLAQUES, AND TIME CAPSULE AND RETURN TOOWNER.AD-36 REMOVE STONE COUNTER AT CIRCULATION DESK AND RETURN TO OWNERAD-37 REMOVE ENGRAVED WOOD PANELLING IN ENTRY AND RETURN TO OWNER.AD-38 REMOVE LARGE VENT ENCLOSURES WITH STAR AT ROOF AND RETURN TOOWNER.AD-39 REMOVE ORNAMENTAL EXTERIOR LIGHTING AT MAIN ENTRANCE, REFURBISHFOR REINSTALLATION.AD-40 REMOVE AND SALVAGE MILLWORK IN VESTIBULE. SPECIFICALLY, 3' WALLPANELLING, STAINED CROWN MOULDING AND WALL TRIM, AND WOOD DOORCASING ON BOTH DOORS. SALVAGE LIGHT FIXTURE.DEMONUMBERNoteAD-9 CEILING SLAB ABOVE BASEMENT LEVEL C AND ALL ASSOCIATED STRUCTURALCOLUMNS AND BEAMS TO BE REMOVED. SAW CUT AT JUNCTION OF SLAB ANDFOUNDATION WALLS.AD-10 REMOVE STAIRS UP TO SLAB SUPPORTING COLUMNS. PREPARE SLAB FORMODIFICATIONS PER LANDSCAPE AND STRUCT. DWGS - COORDINATED WITHCONSTRUCTION DOCUMENTS. SAWCUT JUNCTION AT SLAB TO STEPS. SALVAGETOP STEP WITH INSCRIPTION.AD-11 REMOVE EXISTING SHELVINGAD-12 REMOVE STAIRS INCLUDING STRINGERS, TREADS & RISERS, LANDINGS, AND ALLRAILINGS.AD-13 REMOVE PORTION OF FLOOR SLAB FOR NEW ELEVATOR PIT. COORDINATEFINAL LOCATION WITH CONSTRUCTION DOCUMENTS.AD-14 REMOVE EXIST. ELEVATOR, DOORS, SILLS, RAILS, SHAFTS, AND ALLASSOCIATED EQUIPMENT INFILL W/ CONC. EXISTING PIT/SUMP SEESTRUCTURAL FOR ADDITIONAL INFORMATION.AD-15 CAREFULLY REMOVE AND TURN OVER TO SMITH COLLEGE ANY ROOF SLATESHINGLES AT DEMO AREA.AD-16 DEMOLISH AND REMOVE EXISTING UTILITY TUNNEL. REFER TO MEP DRAWINGSFOR ADDITIONAL DETAIL. PATCH/WATERPROOF EXISTING FOUNDATION WALLSAS REQUIRED.AD-17 SAWCUT OPENING IN EXISTING FOUNDATION WALL TO ACCOMMODATE LOUVERIN FUTURE AREAWAY. COORDINATE SIZE AND EXACT LOCATION WITHCONSTRUCTION DOCUMENTS.AD-18 REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONAL INFORMATION,SEE AD800.AD-19 DEMOLISH AND REMOVE EXISTING MASONRY BEARING WALL. SALVAGE BRICKFOR REUSE AT EXTERIOR.AD-20 REMOVE FURRING WALLS AT INTERIOR FACE OF EXISTING EXTERIOR MASONRYWALLS TO REMAIN.AD-21 DEMOLISH AND REMOVE BRIDGE TO WRIGHT HALLAD-22 EXISTING WALL TO REMAIN AS EXTERIOR MASONRY WALL IN FUTURE - PROTECTAND PRESERVE DURING DEMOLITION OF ABUTTING STRUCTUREAD-23 DEMOLISH AND REMOVE BRIDGE TO ALUMNAE GYMNASIUM - PROVIDE TEMPENCLOSURE AT NEW OPENING IN ALUMNAE GYM EXTERIOR WALL.AD-24 REMOVE WINDOW PANES, PROTECT AND LEAVE IN PLACE STRUCTURAL WOODMULLION (CRUCIFORM). MASONRY SURROUND TO REMAIN. SEE ENLARGEDWINDOW ELEVATION 3/AD301DEMONUMBERNoteAD-1 DEMOLISH AND REMOVE EXISTING BUILDING(S) SOUTH OF 1909 NEILSONBUILDING (COL. LINE EX3) AS INDICATED ON AD-SERIES DRAWINGS. REMOVEENTIRE EXISTING BUILDING EXCEPT FOR PORTIONS OF C LEVEL BASEMENTSTRUCTURE AS NOTED. REMOVE ACCESS TUNNEL FROM C LEVEL TO 1909BASEMENT. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVE ALLFOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS.REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-2 DEMO AND REMOVE EXISTING BUILDING(S) NORTH OF 1909 NEILSON BUILDING(COL. LINE EX28) AS INDICATED ON AD-SERIES DRAWINGS. REMOVE ENTIREEXISTING BUILDING. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVEALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-3 REMOVE ALL EXISTING FLOOR SLAB AND SUPPORT STRUCTURE AT 1909BUILDING. EXTERIOR MASONRY WALLS TO REMAIN AS NOTED IN AD-SERIESDRAWINGS. SAWCUT EDGES AT WALLS AND SLABS TO REMAIN TYPICAL.REMOVE ALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION.COORDINATE THIS WORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L,AND E-SERIES DEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES,STAIRS, ELEVATORS, FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESSOTHERWISE NOTEDAD-4 DEMO EXISTING ROOF ASSEMBLY ABOVE 1909 BUILDING. EXISTING CORNICEAND GUTTER TO REMAIN. REMOVE CAREFULLY AND TURN OVER TO SMITHCOLLEGE ANY SLATE SHINGLES. DEMO AND REMOVE ALL CHIMNEYS ANDROOFTOP EQUIPMENT/VENTS. SALVAGE AND STORE DEMO'D EXTERIOR BRICKFOR USE IN THIS PROJECT.AD-5 REMOVE EXTERIOR WINDOWS IN 1909 EXTERIOR MASONRY WALLS. ALLMASONRY SURROUNDS TO REMAIN - SEE AD ELEVATIONS FOR MORE DETAILAD-6 DEMO AND REMOVE ALL MECHANICAL EQUIPMENT, FANS, VENTS, AND AIRINTAKE UNITS. REFER TO MEP AND STRUCT. DWGS FOR ADDITIONALINFORMATION.AD-8 C LEVEL BASEMENT SLAB TO REMAIN UNLESS OTHERWISE NOTED. REMOVE ALLEXISTING CONCRETE PADS AT REMOVED MEP/FP EQUIPMENT TYP. DOWN TOFLOOR SLAB. REFER TO MEP/FP DWGS FOR ADDITIONAL INFORMATION.1111NO. DATE DESCRIPTION1 8/8/17 DEMOLITION PACKAGE - ADDENDUM #1
2AD3112AD311Existing Roof47' - 1" +/- V.I.F.Existing Level 532' - 6" +/- V.I.F.Existing Level 424' - 5 1/2" +/- V.I.F.Existing Level 316' - 3 1/2" +/- V.I.F.Existing Level 28' - 2" +/- V.I.F.Existing Level 10" +/- V.I.F.Existing Level A-8' - 1 1/2" +/- V.I.F.Existing Level B-16' - 3" +/- V.I.F.Existing Level C - North-23' - 11" +/- V.I.F.AD-1AD-3AD-2AD-4AD-15AD-15AD-23AD-5AD-25AD-30AD-5AD-5AD-5LEVEL LL LANDING162' - 6"2AD3112AD311Existing Roof47' - 1" +/- V.I.F.Existing Level 532' - 6" +/- V.I.F.Existing Level 424' - 5 1/2" +/- V.I.F.Existing Level 316' - 3 1/2" +/- V.I.F.Existing Level 28' - 2" +/- V.I.F.Existing Level 10" +/- V.I.F.Existing Level A-8' - 1 1/2" +/- V.I.F.Existing Level B-16' - 3" +/- V.I.F.AD-23ALUMNAE GYMNASIUMAD-1AD-3AD-2AD-4AD-15AD-15AD-5AD-24AD-24AD-24AD-24AD-5AD-5AD3013AD-25AD-31AD-3911) VERIFICATION OF EXISTING CONDITIONS:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK.b. EXISTING CONDITIONS SHOWN IN THESE DOCUMENTS ARE APPROXIMATE AND WERE DERIVED FROM AVAILABLE RECORD DRAWINGS PROVIDED BY THE OWNER.c. THE EXISTING CONDITIONS FOUND IN THE FIELD MAY DIFFER DUE TO PAST ALTERATIONS THAT HAVE NOT BEEN DOCUMENTED. NOTIFY ARCHITECT IMMEDIATELY OF DEVIATIONS IN EXISTING CONDITIONS, THAT MAY AFFECT THE FUTURE CONSTRUCTION OF THE NEW WORK.2) PROTECTION OF EXISTING CONDITIONS:a. PROTECT ALL ELEMENTS TO REMAIN DURING DEMOLITION WORK AGAINST AIRBORNE DEBRIS AND DUST WITH A SUITABLE BARRIER.b. PATCH AND REPAIR OR REPLACE ANY ELEMENTS TO REMAIN THAT MAY HAVE BEEN DAMAGED OR DESTROYED DURING THE DEMOLITION WORK.c. PROTECT, CAP, COVER OR SEAL ALL PENETRATIONS AND OPENINGS (VISIBLE OR CONCEALED) IN THE WORK AREA THAT MAY ALLOW AIRBORNE CONTAMINANTS TO LEAVE THE WORK AREA OR MOISTURE TO ENTER THE BUILDING. AT EXISTING PARTITIONS, SEAL ALL PENETRATIONS TO MAINTAIN EXISTING FIRE/ SMOKE RATINGS.d. SALVAGE ALL SLATE ROOFING SHINGLES TO BE REMOVED AND RETURN TO OWNER.3) OWNERS EQUIPMENT:a. THE OWNER WILL REMOVE ALL EQUIPMENT, FURNISHINGS, WINDOW TREATMENTS, ART WORK AFFIXED TO WALLS PRIOR TO COMMENCING DEMOLITION.4) DEMOLITION SCOPE:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL ELEMENTS REQUIRED TO ACCOMMODATE NEW WORK WHETHER SHOWN OR NOT.b. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION SCOPE. DO NOT PROCEED WITH REMOVAL OF MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION ELEMENTS UNTIL THEY ARE FULLY DISCONNECTED.5) PATCH AND REPAIR:a. AT ALL LOCATIONS WHERE PARTITIONS ARE REMOVED, PROVIDE A FLOOR PATCH COMPOSED OF SUITABLE MATERIALS TO ACHEIVE A SMOOTH FLOOR SURFACE FOR NEW FLOORING. SIZE OF THE PATCH, AT A MINIMUM, SHALL BE ONE FOOT WIDER / LONGER THAN THAT OF THE OF THE PARTITION THAT WAS REMOVED.b. AT ALL NEW OR REUSED PENETRATIONS ( VISIBLE OR CONCEALED ) INFILL AND PATCH THE PERIMETER OF THE PENETRATION TO ACHIEVE A SNUG FIT WITH THE EXISTING WALL CONSTRUCTION, MATCH EXISTING WALL CONSTRUCTION INCLUDING THE FIRE / SMOKE RATINGS.GENERAL NOTES: DEMOLITION PLANSGENERAL NOTES AND LEGEND APPLIES TO ALL AD SERIES DRAWINGS.REFER TO SPECIFICATION SECTION 024119 FOR ADDITIONAL REQUIREMENTS.KEYED NOTES: DEMOLITION PLANS AND ELEVATIONSLEGEND: DEMOLITION ELEVATIONSDEMOLITION SHEET NOTEABBREVIATIONS(E) (ETR)EXISTING TO REMAIN(VIF)VERIFY IN FIELDEXISTING MASONRY SURROUND AND SILL TO REMAINREMOVE WINDOW PANES, TYPPROTECT EXISTING WINDOW FRAME AND CRUCIFORM MULLION TO REMAINTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:51:33 PM4786_SNL_ARCH_CENTRAL_v2017_detached.rvt4786.000AD301ELEVATION DEMOLITIONSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3/32" = 1'-0"WEST ELEVATION DEMOLITION1SCALE 3/32" = 1'-0"EAST ELEVATION DEMOLITION2DEMONUMBERNoteAD-25 REMOVE ALL FIXTURES, DEVICES, CONDUIT, ETC ON EXTERIOR WALLS OFEXISTING BUILDING, U.O.N..AD-26 REMOVE AND SALVAGE WINDOW TRIMAD-27 REMOVE INFILL WALL TO RECREATE MASONRY OPENING OF ORIGINAL WINDOW.AD-28 REMOVE SITE RAMP. SALVAGE RAILING AND RETURN TO OWNER.AD-29 REMOVE SITE STAIRAD-30 REMOVE EXT DOOR, TRANSOM, AND FRAME WITHIN MASONRY OPENING.MASONRY SURROUND TO REMAIN IN PLACE.AD-31 REMOVE EXT DOOR AND TRANSOM WINDOW. EXISTING WOOD FRAME TOREMAIN IN PLACE. MASONRY SURROUND TO REMAIN IN PLACE.AD-32 REMOVE EXISTING LOUVERSAD-33 SELECTIVELY REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONALPHOTOS AND ELEVATIONS, SEE AD800.AD-34 REMOVE ALL LOCKSETS AND CYLINDERS FROM ALL DOORS TO BE REMOVED.RETURN TO OWNER.AD-35 REMOVE SELECT SIGNS, PLAQUES, AND TIME CAPSULE AND RETURN TOOWNER.AD-36 REMOVE STONE COUNTER AT CIRCULATION DESK AND RETURN TO OWNERAD-37 REMOVE ENGRAVED WOOD PANELLING IN ENTRY AND RETURN TO OWNER.AD-38 REMOVE LARGE VENT ENCLOSURES WITH STAR AT ROOF AND RETURN TOOWNER.AD-39 REMOVE ORNAMENTAL EXTERIOR LIGHTING AT MAIN ENTRANCE, REFURBISHFOR REINSTALLATION.AD-40 REMOVE AND SALVAGE MILLWORK IN VESTIBULE. SPECIFICALLY, 3' WALLPANELLING, STAINED CROWN MOULDING AND WALL TRIM, AND WOOD DOORCASING ON BOTH DOORS. SALVAGE LIGHT FIXTURE.DEMONUMBERNoteAD-9 CEILING SLAB ABOVE BASEMENT LEVEL C AND ALL ASSOCIATED STRUCTURALCOLUMNS AND BEAMS TO BE REMOVED. SAW CUT AT JUNCTION OF SLAB ANDFOUNDATION WALLS.AD-10 REMOVE STAIRS UP TO SLAB SUPPORTING COLUMNS. PREPARE SLAB FORMODIFICATIONS PER LANDSCAPE AND STRUCT. DWGS - COORDINATED WITHCONSTRUCTION DOCUMENTS. SAWCUT JUNCTION AT SLAB TO STEPS. SALVAGETOP STEP WITH INSCRIPTION.AD-11 REMOVE EXISTING SHELVINGAD-12 REMOVE STAIRS INCLUDING STRINGERS, TREADS & RISERS, LANDINGS, AND ALLRAILINGS.AD-13 REMOVE PORTION OF FLOOR SLAB FOR NEW ELEVATOR PIT. COORDINATEFINAL LOCATION WITH CONSTRUCTION DOCUMENTS.AD-14 REMOVE EXIST. ELEVATOR, DOORS, SILLS, RAILS, SHAFTS, AND ALLASSOCIATED EQUIPMENT INFILL W/ CONC. EXISTING PIT/SUMP SEESTRUCTURAL FOR ADDITIONAL INFORMATION.AD-15 CAREFULLY REMOVE AND TURN OVER TO SMITH COLLEGE ANY ROOF SLATESHINGLES AT DEMO AREA.AD-16 DEMOLISH AND REMOVE EXISTING UTILITY TUNNEL. REFER TO MEP DRAWINGSFOR ADDITIONAL DETAIL. PATCH/WATERPROOF EXISTING FOUNDATION WALLSAS REQUIRED.AD-17 SAWCUT OPENING IN EXISTING FOUNDATION WALL TO ACCOMMODATE LOUVERIN FUTURE AREAWAY. COORDINATE SIZE AND EXACT LOCATION WITHCONSTRUCTION DOCUMENTS.AD-18 REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONAL INFORMATION,SEE AD800.AD-19 DEMOLISH AND REMOVE EXISTING MASONRY BEARING WALL. SALVAGE BRICKFOR REUSE AT EXTERIOR.AD-20 REMOVE FURRING WALLS AT INTERIOR FACE OF EXISTING EXTERIOR MASONRYWALLS TO REMAIN.AD-21 DEMOLISH AND REMOVE BRIDGE TO WRIGHT HALLAD-22 EXISTING WALL TO REMAIN AS EXTERIOR MASONRY WALL IN FUTURE - PROTECTAND PRESERVE DURING DEMOLITION OF ABUTTING STRUCTUREAD-23 DEMOLISH AND REMOVE BRIDGE TO ALUMNAE GYMNASIUM - PROVIDE TEMPENCLOSURE AT NEW OPENING IN ALUMNAE GYM EXTERIOR WALL.AD-24 REMOVE WINDOW PANES, PROTECT AND LEAVE IN PLACE STRUCTURAL WOODMULLION (CRUCIFORM). MASONRY SURROUND TO REMAIN. SEE ENLARGEDWINDOW ELEVATION 3/AD301DEMONUMBERNoteAD-1 DEMOLISH AND REMOVE EXISTING BUILDING(S) SOUTH OF 1909 NEILSONBUILDING (COL. LINE EX3) AS INDICATED ON AD-SERIES DRAWINGS. REMOVEENTIRE EXISTING BUILDING EXCEPT FOR PORTIONS OF C LEVEL BASEMENTSTRUCTURE AS NOTED. REMOVE ACCESS TUNNEL FROM C LEVEL TO 1909BASEMENT. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVE ALLFOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS.REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-2 DEMO AND REMOVE EXISTING BUILDING(S) NORTH OF 1909 NEILSON BUILDING(COL. LINE EX28) AS INDICATED ON AD-SERIES DRAWINGS. REMOVE ENTIREEXISTING BUILDING. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVEALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-3 REMOVE ALL EXISTING FLOOR SLAB AND SUPPORT STRUCTURE AT 1909BUILDING. EXTERIOR MASONRY WALLS TO REMAIN AS NOTED IN AD-SERIESDRAWINGS. SAWCUT EDGES AT WALLS AND SLABS TO REMAIN TYPICAL.REMOVE ALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION.COORDINATE THIS WORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L,AND E-SERIES DEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES,STAIRS, ELEVATORS, FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESSOTHERWISE NOTEDAD-4 DEMO EXISTING ROOF ASSEMBLY ABOVE 1909 BUILDING. EXISTING CORNICEAND GUTTER TO REMAIN. REMOVE CAREFULLY AND TURN OVER TO SMITHCOLLEGE ANY SLATE SHINGLES. DEMO AND REMOVE ALL CHIMNEYS ANDROOFTOP EQUIPMENT/VENTS. SALVAGE AND STORE DEMO'D EXTERIOR BRICKFOR USE IN THIS PROJECT.AD-5 REMOVE EXTERIOR WINDOWS IN 1909 EXTERIOR MASONRY WALLS. ALLMASONRY SURROUNDS TO REMAIN - SEE AD ELEVATIONS FOR MORE DETAILAD-6 DEMO AND REMOVE ALL MECHANICAL EQUIPMENT, FANS, VENTS, AND AIRINTAKE UNITS. REFER TO MEP AND STRUCT. DWGS FOR ADDITIONALINFORMATION.AD-8 C LEVEL BASEMENT SLAB TO REMAIN UNLESS OTHERWISE NOTED. REMOVE ALLEXISTING CONCRETE PADS AT REMOVED MEP/FP EQUIPMENT TYP. DOWN TOFLOOR SLAB. REFER TO MEP/FP DWGS FOR ADDITIONAL INFORMATION.SCALE 1/4" = 1'-0"WINDOW ELEVATION - NOTE #243NO. DATE DESCRIPTION1 8/8/17 DEMOLITION PACKAGE - ADDENDUM #1
1) VERIFICATION OF EXISTING CONDITIONS:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK.b. EXISTING CONDITIONS SHOWN IN THESE DOCUMENTS ARE APPROXIMATE AND WERE DERIVED FROM AVAILABLE RECORD DRAWINGS PROVIDED BY THE OWNER.c. THE EXISTING CONDITIONS FOUND IN THE FIELD MAY DIFFER DUE TO PAST ALTERATIONS THAT HAVE NOT BEEN DOCUMENTED. NOTIFY ARCHITECT IMMEDIATELY OF DEVIATIONS IN EXISTING CONDITIONS, THAT MAY AFFECT THE FUTURE CONSTRUCTION OF THE NEW WORK.2) PROTECTION OF EXISTING CONDITIONS:a. PROTECT ALL ELEMENTS TO REMAIN DURING DEMOLITION WORK AGAINST AIRBORNE DEBRIS AND DUST WITH A SUITABLE BARRIER.b. PATCH AND REPAIR OR REPLACE ANY ELEMENTS TO REMAIN THAT MAY HAVE BEEN DAMAGED OR DESTROYED DURING THE DEMOLITION WORK.c. PROTECT, CAP, COVER OR SEAL ALL PENETRATIONS AND OPENINGS (VISIBLE OR CONCEALED) IN THE WORK AREA THAT MAY ALLOW AIRBORNE CONTAMINANTS TO LEAVE THE WORK AREA OR MOISTURE TO ENTER THE BUILDING. AT EXISTING PARTITIONS, SEAL ALL PENETRATIONS TO MAINTAIN EXISTING FIRE/ SMOKE RATINGS.d. SALVAGE ALL SLATE ROOFING SHINGLES TO BE REMOVED AND RETURN TO OWNER.3) OWNERS EQUIPMENT:a. THE OWNER WILL REMOVE ALL EQUIPMENT, FURNISHINGS, WINDOW TREATMENTS, ART WORK AFFIXED TO WALLS PRIOR TO COMMENCING DEMOLITION.4) DEMOLITION SCOPE:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL ELEMENTS REQUIRED TO ACCOMMODATE NEW WORK WHETHER SHOWN OR NOT.b. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION SCOPE. DO NOT PROCEED WITH REMOVAL OF MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION ELEMENTS UNTIL THEY ARE FULLY DISCONNECTED.5) PATCH AND REPAIR:a. AT ALL LOCATIONS WHERE PARTITIONS ARE REMOVED, PROVIDE A FLOOR PATCH COMPOSED OF SUITABLE MATERIALS TO ACHEIVE A SMOOTH FLOOR SURFACE FOR NEW FLOORING. SIZE OF THE PATCH, AT A MINIMUM, SHALL BE ONE FOOT WIDER / LONGER THAN THAT OF THE OF THE PARTITION THAT WAS REMOVED.b. AT ALL NEW OR REUSED PENETRATIONS ( VISIBLE OR CONCEALED ) INFILL AND PATCH THE PERIMETER OF THE PENETRATION TO ACHIEVE A SNUG FIT WITH THE EXISTING WALL CONSTRUCTION, MATCH EXISTING WALL CONSTRUCTION INCLUDING THE FIRE / SMOKE RATINGS.GENERAL NOTES: DEMOLITION PLANSGENERAL NOTES AND LEGEND APPLIES TO ALL AD SERIES DRAWINGS.REFER TO SPECIFICATION SECTION 024119 FOR ADDITIONAL REQUIREMENTS.KEYED NOTES: DEMOLITION PLANS AND ELEVATIONSLEGEND: DEMOLITION ELEVATIONSDEMOLITION SHEET NOTEABBREVIATIONS(E) (ETR)EXISTING TO REMAIN(VIF)VERIFY IN FIELD1AD3111AD311Existing Roof47' - 1" +/- V.I.F.Existing Level 532' - 6" +/- V.I.F.Existing Level 424' - 5 1/2" +/- V.I.F.Existing Level 316' - 3 1/2" +/- V.I.F.Existing Level 28' - 2" +/- V.I.F.Existing Level 10" +/- V.I.F.Existing Level A-8' - 1 1/2" +/- V.I.F.Existing Level B-16' - 3" +/- V.I.F.AD-24AD-24AD-5AD-5AD-5AD-5AD-5AD-25AD-32AD-32THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:51:40 PM4786_SNL_ARCH_CENTRAL_v2017_detached.rvt4786.000AD302ELEVATION DEMOLITIONSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETDEMONUMBERNoteAD-25 REMOVE ALL FIXTURES, DEVICES, CONDUIT, ETC ON EXTERIOR WALLS OFEXISTING BUILDING, U.O.N..AD-26 REMOVE AND SALVAGE WINDOW TRIMAD-27 REMOVE INFILL WALL TO RECREATE MASONRY OPENING OF ORIGINAL WINDOW.AD-28 REMOVE SITE RAMP. SALVAGE RAILING AND RETURN TO OWNER.AD-29 REMOVE SITE STAIRAD-30 REMOVE EXT DOOR, TRANSOM, AND FRAME WITHIN MASONRY OPENING.MASONRY SURROUND TO REMAIN IN PLACE.AD-31 REMOVE EXT DOOR AND TRANSOM WINDOW. EXISTING WOOD FRAME TOREMAIN IN PLACE. MASONRY SURROUND TO REMAIN IN PLACE.AD-32 REMOVE EXISTING LOUVERSAD-33 SELECTIVELY REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONALPHOTOS AND ELEVATIONS, SEE AD800.AD-34 REMOVE ALL LOCKSETS AND CYLINDERS FROM ALL DOORS TO BE REMOVED.RETURN TO OWNER.AD-35 REMOVE SELECT SIGNS, PLAQUES, AND TIME CAPSULE AND RETURN TOOWNER.AD-36 REMOVE STONE COUNTER AT CIRCULATION DESK AND RETURN TO OWNERAD-37 REMOVE ENGRAVED WOOD PANELLING IN ENTRY AND RETURN TO OWNER.AD-38 REMOVE LARGE VENT ENCLOSURES WITH STAR AT ROOF AND RETURN TOOWNER.AD-39 REMOVE ORNAMENTAL EXTERIOR LIGHTING AT MAIN ENTRANCE, REFURBISHFOR REINSTALLATION.AD-40 REMOVE AND SALVAGE MILLWORK IN VESTIBULE. SPECIFICALLY, 3' WALLPANELLING, STAINED CROWN MOULDING AND WALL TRIM, AND WOOD DOORCASING ON BOTH DOORS. SALVAGE LIGHT FIXTURE.DEMONUMBERNoteAD-9 CEILING SLAB ABOVE BASEMENT LEVEL C AND ALL ASSOCIATED STRUCTURALCOLUMNS AND BEAMS TO BE REMOVED. SAW CUT AT JUNCTION OF SLAB ANDFOUNDATION WALLS.AD-10 REMOVE STAIRS UP TO SLAB SUPPORTING COLUMNS. PREPARE SLAB FORMODIFICATIONS PER LANDSCAPE AND STRUCT. DWGS - COORDINATED WITHCONSTRUCTION DOCUMENTS. SAWCUT JUNCTION AT SLAB TO STEPS. SALVAGETOP STEP WITH INSCRIPTION.AD-11 REMOVE EXISTING SHELVINGAD-12 REMOVE STAIRS INCLUDING STRINGERS, TREADS & RISERS, LANDINGS, AND ALLRAILINGS.AD-13 REMOVE PORTION OF FLOOR SLAB FOR NEW ELEVATOR PIT. COORDINATEFINAL LOCATION WITH CONSTRUCTION DOCUMENTS.AD-14 REMOVE EXIST. ELEVATOR, DOORS, SILLS, RAILS, SHAFTS, AND ALLASSOCIATED EQUIPMENT INFILL W/ CONC. EXISTING PIT/SUMP SEESTRUCTURAL FOR ADDITIONAL INFORMATION.AD-15 CAREFULLY REMOVE AND TURN OVER TO SMITH COLLEGE ANY ROOF SLATESHINGLES AT DEMO AREA.AD-16 DEMOLISH AND REMOVE EXISTING UTILITY TUNNEL. REFER TO MEP DRAWINGSFOR ADDITIONAL DETAIL. PATCH/WATERPROOF EXISTING FOUNDATION WALLSAS REQUIRED.AD-17 SAWCUT OPENING IN EXISTING FOUNDATION WALL TO ACCOMMODATE LOUVERIN FUTURE AREAWAY. COORDINATE SIZE AND EXACT LOCATION WITHCONSTRUCTION DOCUMENTS.AD-18 REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONAL INFORMATION,SEE AD800.AD-19 DEMOLISH AND REMOVE EXISTING MASONRY BEARING WALL. SALVAGE BRICKFOR REUSE AT EXTERIOR.AD-20 REMOVE FURRING WALLS AT INTERIOR FACE OF EXISTING EXTERIOR MASONRYWALLS TO REMAIN.AD-21 DEMOLISH AND REMOVE BRIDGE TO WRIGHT HALLAD-22 EXISTING WALL TO REMAIN AS EXTERIOR MASONRY WALL IN FUTURE - PROTECTAND PRESERVE DURING DEMOLITION OF ABUTTING STRUCTUREAD-23 DEMOLISH AND REMOVE BRIDGE TO ALUMNAE GYMNASIUM - PROVIDE TEMPENCLOSURE AT NEW OPENING IN ALUMNAE GYM EXTERIOR WALL.AD-24 REMOVE WINDOW PANES, PROTECT AND LEAVE IN PLACE STRUCTURAL WOODMULLION (CRUCIFORM). MASONRY SURROUND TO REMAIN. SEE ENLARGEDWINDOW ELEVATION 3/AD301DEMONUMBERNoteAD-1 DEMOLISH AND REMOVE EXISTING BUILDING(S) SOUTH OF 1909 NEILSONBUILDING (COL. LINE EX3) AS INDICATED ON AD-SERIES DRAWINGS. REMOVEENTIRE EXISTING BUILDING EXCEPT FOR PORTIONS OF C LEVEL BASEMENTSTRUCTURE AS NOTED. REMOVE ACCESS TUNNEL FROM C LEVEL TO 1909BASEMENT. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVE ALLFOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS.REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-2 DEMO AND REMOVE EXISTING BUILDING(S) NORTH OF 1909 NEILSON BUILDING(COL. LINE EX28) AS INDICATED ON AD-SERIES DRAWINGS. REMOVE ENTIREEXISTING BUILDING. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVEALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-3 REMOVE ALL EXISTING FLOOR SLAB AND SUPPORT STRUCTURE AT 1909BUILDING. EXTERIOR MASONRY WALLS TO REMAIN AS NOTED IN AD-SERIESDRAWINGS. SAWCUT EDGES AT WALLS AND SLABS TO REMAIN TYPICAL.REMOVE ALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION.COORDINATE THIS WORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L,AND E-SERIES DEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES,STAIRS, ELEVATORS, FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESSOTHERWISE NOTEDAD-4 DEMO EXISTING ROOF ASSEMBLY ABOVE 1909 BUILDING. EXISTING CORNICEAND GUTTER TO REMAIN. REMOVE CAREFULLY AND TURN OVER TO SMITHCOLLEGE ANY SLATE SHINGLES. DEMO AND REMOVE ALL CHIMNEYS ANDROOFTOP EQUIPMENT/VENTS. SALVAGE AND STORE DEMO'D EXTERIOR BRICKFOR USE IN THIS PROJECT.AD-5 REMOVE EXTERIOR WINDOWS IN 1909 EXTERIOR MASONRY WALLS. ALLMASONRY SURROUNDS TO REMAIN - SEE AD ELEVATIONS FOR MORE DETAILAD-6 DEMO AND REMOVE ALL MECHANICAL EQUIPMENT, FANS, VENTS, AND AIRINTAKE UNITS. REFER TO MEP AND STRUCT. DWGS FOR ADDITIONALINFORMATION.AD-8 C LEVEL BASEMENT SLAB TO REMAIN UNLESS OTHERWISE NOTED. REMOVE ALLEXISTING CONCRETE PADS AT REMOVED MEP/FP EQUIPMENT TYP. DOWN TOFLOOR SLAB. REFER TO MEP/FP DWGS FOR ADDITIONAL INFORMATION.SCALE 3/32" = 1'-0"LIBRARY SOUTH ELEVATION DEMOLITION - 1909 WINDOWS3NO. DATE DESCRIPTION
2AD3112AD311Existing Roof47' - 1" +/- V.I.F.Existing Level 532' - 6" +/- V.I.F.Existing Level 424' - 5 1/2" +/- V.I.F.Existing Level 316' - 3 1/2" +/- V.I.F.Existing Level 28' - 2" +/- V.I.F.Existing Level 10" +/- V.I.F.Existing Level A-8' - 1 1/2" +/- V.I.F.Existing Level B-16' - 3" +/- V.I.F.Existing Level C - North-23' - 11" +/- V.I.F.Existing Level C - South-33' - 3" +/- V.I.F.3A404AD-8AD-12AD-9AD-3AD-2AD-1AD-23AD-4AD-15LEVEL LL LANDING162' - 6"1AD3111AD311Existing Roof47' - 1" +/- V.I.F.Existing Level 532' - 6" +/- V.I.F.Existing Level 424' - 5 1/2" +/- V.I.F.Existing Level 316' - 3 1/2" +/- V.I.F.Existing Level 28' - 2" +/- V.I.F.Existing Level 10" +/- V.I.F.Existing Level A-8' - 1 1/2" +/- V.I.F.Existing Level B-16' - 3" +/- V.I.F.AD-15AD-10AD-18AD-18AD-19AD-19AD-3AD-4AD-5AD-5LEVEL LL LANDING162' - 6"1) VERIFICATION OF EXISTING CONDITIONS:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK.b. EXISTING CONDITIONS SHOWN IN THESE DOCUMENTS ARE APPROXIMATE AND WERE DERIVED FROM AVAILABLE RECORD DRAWINGS PROVIDED BY THE OWNER.c. THE EXISTING CONDITIONS FOUND IN THE FIELD MAY DIFFER DUE TO PAST ALTERATIONS THAT HAVE NOT BEEN DOCUMENTED. NOTIFY ARCHITECT IMMEDIATELY OF DEVIATIONS IN EXISTING CONDITIONS, THAT MAY AFFECT THE FUTURE CONSTRUCTION OF THE NEW WORK.2) PROTECTION OF EXISTING CONDITIONS:a. PROTECT ALL ELEMENTS TO REMAIN DURING DEMOLITION WORK AGAINST AIRBORNE DEBRIS AND DUST WITH A SUITABLE BARRIER.b. PATCH AND REPAIR OR REPLACE ANY ELEMENTS TO REMAIN THAT MAY HAVE BEEN DAMAGED OR DESTROYED DURING THE DEMOLITION WORK.c. PROTECT, CAP, COVER OR SEAL ALL PENETRATIONS AND OPENINGS (VISIBLE OR CONCEALED) IN THE WORK AREA THAT MAY ALLOW AIRBORNE CONTAMINANTS TO LEAVE THE WORK AREA OR MOISTURE TO ENTER THE BUILDING. AT EXISTING PARTITIONS, SEAL ALL PENETRATIONS TO MAINTAIN EXISTING FIRE/ SMOKE RATINGS.d. SALVAGE ALL SLATE ROOFING SHINGLES TO BE REMOVED AND RETURN TO OWNER.3) OWNERS EQUIPMENT:a. THE OWNER WILL REMOVE ALL EQUIPMENT, FURNISHINGS, WINDOW TREATMENTS, ART WORK AFFIXED TO WALLS PRIOR TO COMMENCING DEMOLITION.4) DEMOLITION SCOPE:a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL ELEMENTS REQUIRED TO ACCOMMODATE NEW WORK WHETHER SHOWN OR NOT.b. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION SCOPE. DO NOT PROCEED WITH REMOVAL OF MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION ELEMENTS UNTIL THEY ARE FULLY DISCONNECTED.5) PATCH AND REPAIR:a. AT ALL LOCATIONS WHERE PARTITIONS ARE REMOVED, PROVIDE A FLOOR PATCH COMPOSED OF SUITABLE MATERIALS TO ACHEIVE A SMOOTH FLOOR SURFACE FOR NEW FLOORING. SIZE OF THE PATCH, AT A MINIMUM, SHALL BE ONE FOOT WIDER / LONGER THAN THAT OF THE OF THE PARTITION THAT WAS REMOVED.b. AT ALL NEW OR REUSED PENETRATIONS ( VISIBLE OR CONCEALED ) INFILL AND PATCH THE PERIMETER OF THE PENETRATION TO ACHIEVE A SNUG FIT WITH THE EXISTING WALL CONSTRUCTION, MATCH EXISTING WALL CONSTRUCTION INCLUDING THE FIRE / SMOKE RATINGS.GENERAL NOTES: DEMOLITION PLANSGENERAL NOTES AND LEGEND APPLIES TO ALL AD SERIES DRAWINGS.REFER TO SPECIFICATION SECTION 024119 FOR ADDITIONAL REQUIREMENTS.KEYED NOTES: DEMOLITION PLANS AND ELEVATIONSLEGEND: DEMOLITION ELEVATIONSDEMOLITION SHEET NOTEABBREVIATIONS(E) (ETR)EXISTING TO REMAIN(VIF)VERIFY IN FIELDTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:51:54 PM4786_SNL_ARCH_CENTRAL_v2017_detached.rvt4786.000AD311SECTION DEMOLITIONSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 3/32" = 1'-0"LIBRARY NORTH-SOUTH SECTION DEMO1SCALE 3/32" = 1'-0"LIBRARY EAST-WEST SECTION DEMO2DEMONUMBERNoteAD-25 REMOVE ALL FIXTURES, DEVICES, CONDUIT, ETC ON EXTERIOR WALLS OFEXISTING BUILDING, U.O.N..AD-26 REMOVE AND SALVAGE WINDOW TRIMAD-27 REMOVE INFILL WALL TO RECREATE MASONRY OPENING OF ORIGINAL WINDOW.AD-28 REMOVE SITE RAMP. SALVAGE RAILING AND RETURN TO OWNER.AD-29 REMOVE SITE STAIRAD-30 REMOVE EXT DOOR, TRANSOM, AND FRAME WITHIN MASONRY OPENING.MASONRY SURROUND TO REMAIN IN PLACE.AD-31 REMOVE EXT DOOR AND TRANSOM WINDOW. EXISTING WOOD FRAME TOREMAIN IN PLACE. MASONRY SURROUND TO REMAIN IN PLACE.AD-32 REMOVE EXISTING LOUVERSAD-33 SELECTIVELY REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONALPHOTOS AND ELEVATIONS, SEE AD800.AD-34 REMOVE ALL LOCKSETS AND CYLINDERS FROM ALL DOORS TO BE REMOVED.RETURN TO OWNER.AD-35 REMOVE SELECT SIGNS, PLAQUES, AND TIME CAPSULE AND RETURN TOOWNER.AD-36 REMOVE STONE COUNTER AT CIRCULATION DESK AND RETURN TO OWNERAD-37 REMOVE ENGRAVED WOOD PANELLING IN ENTRY AND RETURN TO OWNER.AD-38 REMOVE LARGE VENT ENCLOSURES WITH STAR AT ROOF AND RETURN TOOWNER.AD-39 REMOVE ORNAMENTAL EXTERIOR LIGHTING AT MAIN ENTRANCE, REFURBISHFOR REINSTALLATION.AD-40 REMOVE AND SALVAGE MILLWORK IN VESTIBULE. SPECIFICALLY, 3' WALLPANELLING, STAINED CROWN MOULDING AND WALL TRIM, AND WOOD DOORCASING ON BOTH DOORS. SALVAGE LIGHT FIXTURE.DEMONUMBERNoteAD-9 CEILING SLAB ABOVE BASEMENT LEVEL C AND ALL ASSOCIATED STRUCTURALCOLUMNS AND BEAMS TO BE REMOVED. SAW CUT AT JUNCTION OF SLAB ANDFOUNDATION WALLS.AD-10 REMOVE STAIRS UP TO SLAB SUPPORTING COLUMNS. PREPARE SLAB FORMODIFICATIONS PER LANDSCAPE AND STRUCT. DWGS - COORDINATED WITHCONSTRUCTION DOCUMENTS. SAWCUT JUNCTION AT SLAB TO STEPS. SALVAGETOP STEP WITH INSCRIPTION.AD-11 REMOVE EXISTING SHELVINGAD-12 REMOVE STAIRS INCLUDING STRINGERS, TREADS & RISERS, LANDINGS, AND ALLRAILINGS.AD-13 REMOVE PORTION OF FLOOR SLAB FOR NEW ELEVATOR PIT. COORDINATEFINAL LOCATION WITH CONSTRUCTION DOCUMENTS.AD-14 REMOVE EXIST. ELEVATOR, DOORS, SILLS, RAILS, SHAFTS, AND ALLASSOCIATED EQUIPMENT INFILL W/ CONC. EXISTING PIT/SUMP SEESTRUCTURAL FOR ADDITIONAL INFORMATION.AD-15 CAREFULLY REMOVE AND TURN OVER TO SMITH COLLEGE ANY ROOF SLATESHINGLES AT DEMO AREA.AD-16 DEMOLISH AND REMOVE EXISTING UTILITY TUNNEL. REFER TO MEP DRAWINGSFOR ADDITIONAL DETAIL. PATCH/WATERPROOF EXISTING FOUNDATION WALLSAS REQUIRED.AD-17 SAWCUT OPENING IN EXISTING FOUNDATION WALL TO ACCOMMODATE LOUVERIN FUTURE AREAWAY. COORDINATE SIZE AND EXACT LOCATION WITHCONSTRUCTION DOCUMENTS.AD-18 REMOVE AND SALVAGE MILLWORK IN SPACE. FOR ADDITIONAL INFORMATION,SEE AD800.AD-19 DEMOLISH AND REMOVE EXISTING MASONRY BEARING WALL. SALVAGE BRICKFOR REUSE AT EXTERIOR.AD-20 REMOVE FURRING WALLS AT INTERIOR FACE OF EXISTING EXTERIOR MASONRYWALLS TO REMAIN.AD-21 DEMOLISH AND REMOVE BRIDGE TO WRIGHT HALLAD-22 EXISTING WALL TO REMAIN AS EXTERIOR MASONRY WALL IN FUTURE - PROTECTAND PRESERVE DURING DEMOLITION OF ABUTTING STRUCTUREAD-23 DEMOLISH AND REMOVE BRIDGE TO ALUMNAE GYMNASIUM - PROVIDE TEMPENCLOSURE AT NEW OPENING IN ALUMNAE GYM EXTERIOR WALL.AD-24 REMOVE WINDOW PANES, PROTECT AND LEAVE IN PLACE STRUCTURAL WOODMULLION (CRUCIFORM). MASONRY SURROUND TO REMAIN. SEE ENLARGEDWINDOW ELEVATION 3/AD301DEMONUMBERNoteAD-1 DEMOLISH AND REMOVE EXISTING BUILDING(S) SOUTH OF 1909 NEILSONBUILDING (COL. LINE EX3) AS INDICATED ON AD-SERIES DRAWINGS. REMOVEENTIRE EXISTING BUILDING EXCEPT FOR PORTIONS OF C LEVEL BASEMENTSTRUCTURE AS NOTED. REMOVE ACCESS TUNNEL FROM C LEVEL TO 1909BASEMENT. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVE ALLFOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS.REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-2 DEMO AND REMOVE EXISTING BUILDING(S) NORTH OF 1909 NEILSON BUILDING(COL. LINE EX28) AS INDICATED ON AD-SERIES DRAWINGS. REMOVE ENTIREEXISTING BUILDING. SAW CUT DEMOLITION AT EXISTING TO REMAIN. REMOVEALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION. COORDINATE THISWORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L, AND E-SERIESDEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES, STAIRS, ELEVATORS,FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESS OTHERWISE NOTEDAD-3 REMOVE ALL EXISTING FLOOR SLAB AND SUPPORT STRUCTURE AT 1909BUILDING. EXTERIOR MASONRY WALLS TO REMAIN AS NOTED IN AD-SERIESDRAWINGS. SAWCUT EDGES AT WALLS AND SLABS TO REMAIN TYPICAL.REMOVE ALL FOUNDATIONS AT AREA OF FULL BUILDING DEMOLITION.COORDINATE THIS WORK WITH ADDITIONAL WORK DESCRIBED IN AD, M, P, FP, L,AND E-SERIES DEMOLITION DRAWINGS. REMOVE ALL INTERIOR FINISHES,STAIRS, ELEVATORS, FIXTURES, ETC IN EXISTING BUILDING FOOTPRINT UNLESSOTHERWISE NOTEDAD-4 DEMO EXISTING ROOF ASSEMBLY ABOVE 1909 BUILDING. EXISTING CORNICEAND GUTTER TO REMAIN. REMOVE CAREFULLY AND TURN OVER TO SMITHCOLLEGE ANY SLATE SHINGLES. DEMO AND REMOVE ALL CHIMNEYS ANDROOFTOP EQUIPMENT/VENTS. SALVAGE AND STORE DEMO'D EXTERIOR BRICKFOR USE IN THIS PROJECT.AD-5 REMOVE EXTERIOR WINDOWS IN 1909 EXTERIOR MASONRY WALLS. ALLMASONRY SURROUNDS TO REMAIN - SEE AD ELEVATIONS FOR MORE DETAILAD-6 DEMO AND REMOVE ALL MECHANICAL EQUIPMENT, FANS, VENTS, AND AIRINTAKE UNITS. REFER TO MEP AND STRUCT. DWGS FOR ADDITIONALINFORMATION.AD-8 C LEVEL BASEMENT SLAB TO REMAIN UNLESS OTHERWISE NOTED. REMOVE ALLEXISTING CONCRETE PADS AT REMOVED MEP/FP EQUIPMENT TYP. DOWN TOFLOOR SLAB. REFER TO MEP/FP DWGS FOR ADDITIONAL INFORMATION.NO. DATE DESCRIPTION
EX16EX17EX18EX20EX21EX22EX23EX24EX25EX26REMOVE, AND SALVAGE ALL WOOD PANELLING ABOVE CHAIR RAILREMOVE SALVAGE DOOR CASING AND TRIMREMOVE AND SALVAGE WOOD TRIM AND PANELLING AT FIREPLACE SURROUNDREMOVE ALL BRONZE GRILLS AND RETURN TO OWNEREXDEXCEXBREMOVE AND SALVAGE WINDOW AND DOOR TRIMREMOVE AND SALVAGE ALL WOOD PANELLING ABOVE CHAIR RAIL HEIGHTEX16EX17EX18EX20EX21EX22EX23EX24EX25EX26REMOVE AND SALVAGE ALL WOOD PANELLING ABOVE CHAIR RAIL HEIGHTREMOVE AND SALVAGE ALL WINDOW TRIMEXDEXCEXBREMOVE AND SALVAGE ALL WOOD PANELLING ABOVE CHAIR RAIL HEIGHTREMOVE AND SALVAGE WOOD FRAME AND ASSOCIATED TRIM REMOVE AND SALVAGE STEEL & GLASS DOOR TO BE REINSTALLEDEX3EX4EX5EX6EX7EX8EX9EX11EX12REMOVE ALL BRONZE GRILLS AND RETURN TO OWNEREXDEXCEXBREMOVE AND SALVAGE WOOD FRAME AND ASSOCIATED TRIM REMOVE AND SALVAGE STEEL & GLASS DOOR TO BE REINSTALLEDREMOVE AND SALVAGE FOR REUSE DISPLAY CASEWORK IN CAVERNOREMOVE AND SALVAGE MOULDING ABOVE DOOR OPENING. REINSTALL IN ENTRY VESTIBULE ABOVE INTERIOR DOOR.1SALVAGE LIGHT FIXTURES, TYP OF 3SALVAGE LIGHT FIXTURES, TYP OF 6REMOVE AND SALVAGE DOOR CASING AND STEEL DOORS1REMOVE AND SALVAGE WALL PANELLING ABOVE CHAIR RAIL, WINDOW TRIM, AND FIREPLACE SURROUND. SEE ELEVATIONSREMOVE AND SALVAGE LIGHT FIXTURES, TYP OF 61REMOVE AND SALVAGE TEAK TALL BOOKCASES, TYP OF 30EX14REMOVE AND SALVAGE WALL PANELLINGREMOVE AND SALAVGE MOULDING ABOVE DOOR OPENING TO REINSTALL IN ENTRY VESTIBULE ABOVE INTERIOR DOOR.REMOVE AND SALVAGE REMAINDER OF DOOR CASING.EX14REMOVE AND SALVAGE WOOD FRAME AND ASSOCIATED TRIM REMOVE AND SALVAGE DOOR CASINGEXJEXHEXGEXFEXEEXDEXCEXBREMOVE AND SALVAGE WALL PANELLINGREMOVE AND SALVAGE WOOD FRAME AND ASSOCIATED TRIM EXJEXHEXGEXFEXEEXDEXCEXBREMOVE AND SALVAGE WALL PANELLING. REMOVE PLAQUE AND RETURN TO OWNER.REMOVE AND SALVAGE WOOD FRAME AND ASSOCIATED TRIM THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 1:52:14 PM4786_SNL_ARCH_CENTRAL_v2017_detached.rvt4786.000AD800INTERIOR DEMOLITIONELEVATIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/4" = 1'-0"BROWSING ROOM - WEST DEMOLITION ELEVATION1SCALE 1/4" = 1'-0"BROWSING ROOM - NORTH DEMOLITION ELEVATION2SCALE 1/4" = 1'-0"BROWSING ROOM - EAST DEMOLITION ELEVATION3SCALE 1/4" = 1'-0"BROWSING ROOM - SOUTH DEMOLITION ELEVATION4SCALE 1/4" = 1'-0"FRIENDS OF THE LIBRARY - WEST DEMOLITION ELEVATION6SCALE 1/4" = 1'-0"FRIENDS OF THE LIBRARY - NORTH DEMOLITION ELEVATION7SCALE 1/4" = 1'-0"CAVERNO - MILLWORK - NOTE #3313SCALE 1/4" = 1'-0"ENTRANCE HALL - MILLWORK11SCALE 1/8" = 1'-0"FRIENDS OF THE LIBRARY - MILLWORK9SCALE 1/8" = 1'-0"BROWSING ROOM - MILLWORK101111111SCALE 1/8" = 1'-0"MORTIMER RARE BOOK ROOM - MILLWORK12SCALE 1/4" = 1'-0"ENTRY - WEST DEMO ELEVATION5SCALE 1/4" = 1'-0"ENTRY - EAST DEMO ELEVATION8SCALE 1/4" = 1'-0"ENTRY - NORTH DEMOLITION ELEVATION14SCALE 1/4" = 1'-0"ENTRY - SOUTH DEMOLITION ELEVATION151111NO. DATE DESCRIPTION1 8/8/17 DEMOLITION PACKAGE - ADDENDUM #1
DNL05EMERGENCYELECTRICALEL L04ELEVATOR 4L06ELEVATOR CONTROLROOMST L04STAIR 4L03MAIN ELECTRICALROOML01LOWER LOBBYL01CBLDG STORAGEL02MECHANICALL01AELECL01BELECFURNITURE/ EQUIPMENT GENERAL NOTESGENERAL NOTES AND LEGEND APPLIES TO ALL AF SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.EQUIPMENT SCHEDULEFURNITURE LEGENDSHELVING, CASEWORK OR MILLWORK PROVIDED BY CONTRACTOR, REFER TO J-SERIES AND A100 DRAWINGS FOR SCOPE AND DETAIL1. FURNITURE IS BY OWNER AND SHOWN FOR REFERENCE AND GENERAL COORDINATION OF INTENDED ACTIVITY ONLY.2. STAFF WORKROOM LAYOUTS: TBD - MAY INCLUDE HARDWIRED FURNITURE SYSTEMS.3. AV/IT ITEMS ARE SHOWN FOR REFFERENCE ONLY - REFER TO TECHNOLOGY PLANSTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:36:19 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000AF10LLLOWER LEVEL FURNITUREPLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL LL LANDING FURNITURE PLAN1NO. DATE DESCRIPTION
FDFDFDFDFDDNSOUTHENTRYVESTIBULE007VTLRCLASSROOM011ELEVATOR4EL004DIGITALMEDIAHUB012SCSECURESTACKS003SCSECURESTACKS005MAINHALL001COLLABROOM009BTELECOM001AELEC001BCENTRALSERVICEPOINTSUPPORT004WOMENT001JANITOR012GCOLLABROOM012ECOMPUTERCLASSROOM012D012BMEDIA PRODUCTIONSTUDIOFA. CL001FPREACTION001COPENREADING015AWESTVESTIBULE010VSCSECURECORR.005AELEVATOR1EL001ELEVATOR3EL003TELECOM012CSTAIR 2ST002STAIR 1ST001OFFICE009GSTAFFWORKROOM009COLLABROOM009DOFFICE009COFFICE009AOPENCOLLAB010012AMEDIA PRODUCTIONSTUDIO (SELFSERVE)ELEVATORCONTROLROOM012HSOUTHENTRY007STAIR 3(OCULUS)ST003CENTRALSERVICEPOINT001DBOILERROOM002COLLABROOM012FSOUTHENTRY007OPEN TO ABOVESTAIR 4ST004ELEVATOR2EL002COLLABROOM010AMENT002STORAGE009FOFFICE009ECLOSET011AAV CL.011BSHAFTS004SHAFTS003SHAFTS009CORR006OFFICE009HOFFICE009JOFFICE009KOFFICE009L001EPHONE010BPHONE003AELEVATOR CONTROL001GELECCHK-01CHK-01CHK-01MKR-01MKR-01PRN-01PRN-01PRN-01CHK-011A9411A7033A7032A7031FURNITURE/ EQUIPMENT GENERAL NOTESGENERAL NOTES AND LEGEND APPLIES TO ALL AF SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.EQUIPMENT SCHEDULEFURNITURE LEGENDSHELVING, CASEWORK OR MILLWORK PROVIDED BY CONTRACTOR, REFER TO J-SERIES AND A100 DRAWINGS FOR SCOPE AND DETAIL1. FURNITURE IS BY OWNER AND SHOWN FOR REFERENCE AND GENERAL COORDINATION OF INTENDED ACTIVITY ONLY.2. STAFF WORKROOM LAYOUTS: TBD - MAY INCLUDE HARDWIRED FURNITURE SYSTEMS.3. AV/IT ITEMS ARE SHOWN FOR REFFERENCE ONLY - REFER TO TECHNOLOGY PLANSTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:36:47 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000AF100 G1LEVEL G SOUTH FURNITURE& EQUIPMENT PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL G SOUTH FURNITURE PLAN1EQUIPMENT SCHEDULE - LEVEL GTYPEMARKDESCRIPTION MANUFACTURER MODELFURNISHEDBYINSTALLEDBYPOWER DATA WATER COMMENTSCHK-01 SELF CHECK OUT MACHINEOOYesYesNoMKR-01 GLASS MARKERBOARDC C ALUMINUM TRIM AND MARKER RAIL - TO BEINSTALLED FLUSH WITH ADJACENT ACOUSTICWALL PANELINGPRN-01 COPY/PRINT - FLOOR MOUNTOOYesYesNO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
DNDIGITALMEDIAHUB012012BMEDIA PRODUCTIONSTUDIOOPENREADING015A012AMEDIA PRODUCTIONSTUDIO (SELFSERVE)OPEN TO ABOVEMECHANICAL014013SUNKENCOURTYARD015GENERALCOLLECTIONS013SUNKENCOURTYARDCHK-01MKR-01PRN-01PRN-011FURNITURE/ EQUIPMENT GENERAL NOTESGENERAL NOTES AND LEGEND APPLIES TO ALL AF SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.EQUIPMENT SCHEDULEFURNITURE LEGENDSHELVING, CASEWORK OR MILLWORK PROVIDED BY CONTRACTOR, REFER TO J-SERIES AND A100 DRAWINGS FOR SCOPE AND DETAIL1. FURNITURE IS BY OWNER AND SHOWN FOR REFERENCE AND GENERAL COORDINATION OF INTENDED ACTIVITY ONLY.2. STAFF WORKROOM LAYOUTS: TBD - MAY INCLUDE HARDWIRED FURNITURE SYSTEMS.3. AV/IT ITEMS ARE SHOWN FOR REFFERENCE ONLY - REFER TO TECHNOLOGY PLANSTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:37:06 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000AF100 G2LEVEL G NORTH FURNITUREPLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL G NORTH FURNITURE PLAN1NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
FDFDFDFDFDFDOPEN TO ABOVE AND BELOW100VEAST VESTIBULE100EAST ENTRY105SC SECURE STACKS108DOFFICE107LIBRARYADMINISTRATION108AGROUP STUDYGROUPSTUDY108J108NC HUB - TLR ANDACADEMIC SUCCESS108FSEMINAR ROOMASSISTIVETECH108H101MAIN HALL103CONWAY CENTER102BROWSING ROOMCLASSROOM110BCAFE SERVICE104SERVICE POINTSUPPORTT101W/GN TOILET ROOMT102M/GN TOILET ROOM101ATELECOM101BELEC.103ACONWAY - SHAREDOFFICE110CCAFE SUPPORT101FFIRE ALARM101CPRE ACTION110AREADING ROOMEL102ELEVATOR 2106SC - COLLECTIONSWORKROOM106DSC OFFICE111EXIT PASSAGEWAYST103STAIR 3ST102STAIR 2ST101STAIR 1EL101ELEVATOR 1EL103ELEVATOR 3107COFFICE - DEAN OFLIBRARIES103CCONWAY - OFFICE103ECONWAY - OFFICE101DMAIN SERVICE POINTREF-01MWV-01DW-01BELOWBUILT-IN REF DISPLAY CASECOF-03COF-02ICE-01CHK-01CHK-01108BGROUP STUDY107DOFFICE108COFFICE107AOFFICE107BOFFICE108EOFFICEPRN-021A7034A7035A7036A7037A7038FURNITURE/ EQUIPMENT GENERAL NOTESGENERAL NOTES AND LEGEND APPLIES TO ALL AF SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.EQUIPMENT SCHEDULEFURNITURE LEGENDSHELVING, CASEWORK OR MILLWORK PROVIDED BY CONTRACTOR, REFER TO J-SERIES AND A100 DRAWINGS FOR SCOPE AND DETAIL1. FURNITURE IS BY OWNER AND SHOWN FOR REFERENCE AND GENERAL COORDINATION OF INTENDED ACTIVITY ONLY.2. STAFF WORKROOM LAYOUTS: TBD - MAY INCLUDE HARDWIRED FURNITURE SYSTEMS.3. AV/IT ITEMS ARE SHOWN FOR REFFERENCE ONLY - REFER TO TECHNOLOGY PLANSTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:37:46 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000AF101LEVEL 1 FURNITURE &EQUIPMENT PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL 1 FURNITURE PLAN1EQUIPMENT SCHEDULE - LEVEL 1TYPEMARKDESCRIPTION MANUFACTURER MODELFURNISHEDBYINSTALLEDBYPOWER DATA WATER COMMENTSCHK-01 SELF CHECK OUT MACHINEOOYesYesNoCOF-02 COFFEE BUNN 38700.0014 120V C C Yes YesCOF-03 ESPRESSO CECILWAREVENEZIA II ESP1-110V C C Yes YesDW-01 DW HOBART LXeH-2 C C Yes YesICE-01 ICE SCOTSMAN C0522SA C C Yes No YesMWV-01 MICRO MERRYCHEF EIKON E5 O O YesPRN-02 PRINTER - COUNTERTOPOOYesYesNoREF-01 REF TRAULSEN RHT126WUT-FHS O O Yes1NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
CFDFURNITURE/ EQUIPMENT GENERAL NOTESGENERAL NOTES AND LEGEND APPLIES TO ALL AF SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.EQUIPMENT SCHEDULEFURNITURE LEGENDSHELVING, CASEWORK OR MILLWORK PROVIDED BY CONTRACTOR, REFER TO J-SERIES AND A100 DRAWINGS FOR SCOPE AND DETAIL1. FURNITURE IS BY OWNER AND SHOWN FOR REFERENCE AND GENERAL COORDINATION OF INTENDED ACTIVITY ONLY.2. STAFF WORKROOM LAYOUTS: TBD - MAY INCLUDE HARDWIRED FURNITURE SYSTEMS.3. AV/IT ITEMS ARE SHOWN FOR REFFERENCE ONLY - REFER TO TECHNOLOGY PLANSSCSECURESTACKS205SCEXHIBIT204TELECOM201AELEC201BFIREALARM201FPREACTION201CSCWORKROOM206SCOFFICE206DCAVERNO208BNC HUB-ACADEMICSUCCESS208STAIR 3ST103STORAGE210AREADINGROOM210STAIR 1ST201ELEVATOR1EL201ELEVATOR3EL203STAIR 2ST202OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWEL202ELEVATOR 2208AREFLECTION ROOM209SEMINAR ROOMT201GN TOILET ROOM209ASTORAGE207HALL205BSC SECURE HALL201HALL206ASC SHARED OFFICE206BSC OFFICE206CSC OFFICES203SHAFTS204SHAFTS207SHAFTS205SHAFTS206SHAFTS201SHAFTS202SHAFT208CPHONE205AVEST201GELECA9412A7039A70310A70312THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:38:26 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000AF102LEVEL 2 FURNITURE &EQUIPMENT PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL 2 FURNITURE PLAN1EQUIPMENT SCHEDULE - LEVEL 2TYPEMARKDESCRIPTION MANUFACTURER MODELFURNISHEDBYINSTALLEDBYPOWER DATA WATER COMMENTSNO. DATE DESCRIPTION
FDFDSTAFFROOM309FCOLLABROOM310BSPECIALCOLLECTIONSCLASSROOM303COLLOCOTTREADINGRM302GROUPSTUDY301ECOLLABROOM310CEXHIBITANDRAREBOOKPREP304ATELECOM301AELEC301BCONSULT307DCONSULT307CSCSECURESTACKS305SCCLASSROOM304WOMENT301MEN/GNT302SCMEETINGROOM307BGROUPSTUDY301FFIREALARM301GPREACTION301CSPECIALCOLLECTIONSREADINGROOM307SPECIALCOLLECTIONSENTRY308SCSTAFFWORKROOM306OPENREADINGROOM310OFFICE- D&A309EINTERLIBRARYLOAN309CMEETINGROOM309AOFFICE- D&A309HOFFICE- D&A309DSTORAGE309GSTAIR 3ST103STORAGE310ASTAIR 1ST301ELEVATOR1EL301ELEVATOR3EL303STAIR 2ST302DW-02COF-01COF-01REF-02MWV-02MONMONMONMONMONMONMONMONMONMONMONMONA9414PRN-01PRN-011PRN-02PRN-021A70311A70315A70313A70316A70314FURNITURE/ EQUIPMENT GENERAL NOTESGENERAL NOTES AND LEGEND APPLIES TO ALL AF SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.EQUIPMENT SCHEDULEFURNITURE LEGENDSHELVING, CASEWORK OR MILLWORK PROVIDED BY CONTRACTOR, REFER TO J-SERIES AND A100 DRAWINGS FOR SCOPE AND DETAIL1. FURNITURE IS BY OWNER AND SHOWN FOR REFERENCE AND GENERAL COORDINATION OF INTENDED ACTIVITY ONLY.2. STAFF WORKROOM LAYOUTS: TBD - MAY INCLUDE HARDWIRED FURNITURE SYSTEMS.3. AV/IT ITEMS ARE SHOWN FOR REFFERENCE ONLY - REFER TO TECHNOLOGY PLANSTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:39:10 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000AF103LEVEL 3 FURNITURE &EQUIPMENT PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL 3 FURNITURE PLAN1EQUIPMENT SCHEDULE - LEVEL 3TYPEMARKDESCRIPTION MANUFACTURER MODELFURNISHEDBYINSTALLEDBYPOWER DATA WATER COMMENTSCOF-01 COFFEE KEURIG K3000SE C C Yes YesDW-02 DISHWASHER - BUILT IN BOSCH 800 SERIES - SGX68U55UC C C Yes YesMON MONITOR - SEE TECH DWGSYes YesMWV-02 MICROWAVEOOYesPRN-01 COPY/PRINT - FLOOR MOUNTOOYesYesPRN-02 PRINTER - COUNTERTOPOOYesYesNoREF-02 24" PANEL READY BUILT-INBOTTOM-FREEZER REFRIGERATORLIEBHERR HC1070 C CNO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
FDFD401ROOFTOP READINGROOM403CATERING PREPST402STAIR 2EL403ELEVATOR 3402BTELECOM402MECHANICAL ROOMST401STAIR 1CAB-01CAB-02REF-03DW-03DW-03RNG-01RNG-01COF-04ICE-03ICE-02FECTB-01TB-02TB-3TB-3TB-3TB-3ST-01A9413FURNITURE/ EQUIPMENT GENERAL NOTESGENERAL NOTES AND LEGEND APPLIES TO ALL AF SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.EQUIPMENT SCHEDULEFURNITURE LEGENDSHELVING, CASEWORK OR MILLWORK PROVIDED BY CONTRACTOR, REFER TO J-SERIES AND A100 DRAWINGS FOR SCOPE AND DETAIL1. FURNITURE IS BY OWNER AND SHOWN FOR REFERENCE AND GENERAL COORDINATION OF INTENDED ACTIVITY ONLY.2. STAFF WORKROOM LAYOUTS: TBD - MAY INCLUDE HARDWIRED FURNITURE SYSTEMS.3. AV/IT ITEMS ARE SHOWN FOR REFFERENCE ONLY - REFER TO TECHNOLOGY PLANSTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:39:29 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000AF104LEVEL 4 FURNITURE &EQUIPMENT PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL 4 FURNITURE PLAN1EQUIPMENT SCHEDULE - LEVEL 4wt Count DESCRIPTION MANUFACTURER MODELFURNISHEDBYINSTALLEDBYPOWER DATA WATER COMMENTS1 Ships Ladder Alaco Ladder Company Model 355CAB-01 1 COOK/HOLD/OVEN Alto-Shaam 1200-TH/III C C Yes NoCAB-02 1 HEATED HOLDING CABINET Alto-Shaam 1200-UP C C Yes NoCOF-04 1 COFFEE BREWER FETCO CBS-2142XTS C C Yes YesDW-03 2 DISHWASHER, UNDERCOUNTER HOBART LXER+BUILDUP C C Yes YesICE-02 1 ICE CUBER SCOTSMAN PRODIGY PLUSC1030SA-32CCYes YesICE-03 1 ICE BIN SCOTSMAN B948S C C Yes YesREF-03 1 REACH-IN DISPLAY REFRIGERATOR TRAULSEN G21010 C C Yes NoRNG-01 2 INDUCTION RANGE, COUNTERTOP COOKTEK 600601 MC1800 C C Yes NoST-01 1OOYes NoTB-01 1 SOILED DISHTABLE ADVANCE TABCO DTU-U60-48R C C Yes Yes Krowne Metal 17-108WL Royal Series pre-rinse faucetassemblyTB-02 1 MOBILE SS TABLE 2'-11"D x 4'-4"W x2'-10"HO O No NoTB-3 4 MOBILE SS TABLE 2'-6"D x 5'-0"W x2'-10"HO O No NoNO. DATE DESCRIPTION
FINISH GENERAL NOTES1. PATTERNS USED TO INDICATE FLOORING MATERIALS ARE FOR GRAPHIC DESIGNATION ONLY AND DO NOT RELATE TO MATERIAL SIZE OR INSTALLATION DIRECTION. REFER TO SCHEDULE AND SPECIFICATIONS FOR FURTHER INFORMATION.2. FLOORING MATERIALS EXTEND UNDER MILLWORK/TO WALL UNLESS OTHERWISE NOTED. 3. REFER TO RCP'S FOR EXTENTS OF CEILING MATERIALS.4. EXPOSED GRILLES, CONDUIT, ACCESS PANELS SHALL BE PAINTED THE SAME COLOR AS ADJOINING SURFACE5. REFER TO SPECIFICATIONS FOR ALTERNATES AND ALL FINISH INFO.GENERAL FLOOR FINISH NOTESFINISH LEGENDCON (REFER TO FINISH SCHEDULE FOR P OR S FINISH)GENERAL NOTES AND LEGEND APPLIES TO ALL AI000 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.CPT-1CRK-1EM-1TF-1WDF-1REFER TO FINISH SCHEDULEXX-XXWALL FINISH1. REFER TO AI DRAWINGS FOR LOCATION DESIGNATION OF ALL FLOO FINISHES.2. REFER TO A FOR FLOORING TRANSITION DETAILS3. ALL MATERIALS TO TRANSITION AT CENTERLINE OF DOOR OR OPENING, U.N.O.4. REFER TO A FOR TYPICAL BASE DETAIL5. REFER TO AI DRAWINGS FOR FLOOR GRAIN DIRECTION6. FLOORING MATERIALS EXTEND UNDER MILLWORK/TO WALL, U.N.O.7. PROFIDE EXTRUDED ALUMINUM TRANSITION STRIP TRIM (SCHLUTER OR SIMILAR) AT ALL FLOOR MATERIAL CHANGES.8. ALL THRESHOLDS OR TRANSITION STRIPS TO BE FLUSH WITH ADJACENT FLOOR FINISH.GENERAL WALL FINISH NOTES1. REFER TO AI DRAWINGS FOR LOCATION AND DESIGNATION OF ALL WALL FINISHES2. ALL WALLS TO BE P2 U.N.O.3. ALL GWB CLGS AND SOFFITS TO BE P1 U.N.O.4. ALL HOLLOW METAL DOORS TO BE PAINTED TO MATCH ADJACENT WALL5. ALL PAINTED DOORS AND FRAMES TO MATCH ADJACENT WALL6. PRIOR TO START OF PAINTING, REVIEW PAINT PLANS WITH ARCHITECT ON SITE.7. UNDERSIDE OF SOFFITS AT ACCENT WALLS TO REEIVE ACCENT COLOR.AWPACCOUSTIC WALL PANELTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"4/6/2018 12:39:39 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000AI000FINISH LEGEND ANDSCHEDULESMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETFINISH LEGENDCODE DESCRIPTIONPRODUCT INFO01 GENERALEXIST EXISTING FINISH/MATERIAL TO BE PROTECTED OR SALVAGED ANDREFURBISHED OR REINSTALLED, REFER TO DRAWINGSGLAZ BUTT GLAZED PARTITION SYSTEMGWB GYPSUM WALL BOARD, FINISH LEVEL PER SPECGWB-5 GYPSUM WALL BOARD, LEVEL 5 FINISHMTL-1 METAL - STAINLESS STEELWT-1 ROLLER SHADE - ROOM DARKENING, MANUALWT-2 ROLLER SHADE, DBLE - ROOM DARKENING AND BLACKOUT, MANUALWT-3 ROLLER SHADE, DBLE - ROOM DARKENING AND BLACKOUT, MOTORIZEDWT-4 ROLLER SHADE - ROOM DARKENING, MOTORIZEDWT-5 WINDOW FILM - TRANSLUCENT, 3M OR EQUAL02 CEILINGACT-1 ACOUSTIC CEILING TILE AND CONCEALED GRIDARMSTRONG - OPTIMA, CUSTOM SIZE 1 (LG)ACT-2ACOUSTIC CEILING TILE AND CONCEALED GRIDARMSTRONG - OPTIMA, CUSTOM SIZE 2 (MED)ACT-3ACOUSTIC PLASTERBASWAPHONEXPNO CEILING, PAINT FINISH AT ALL EXPOSED ELEMENTS03 WALLAWP-1ACOUSTIC WALL PANEL, FABRIC 1BOD - 54"W PANEL FABRIC MATERIAL ONLY ALLOWANCE: $45/ YDP-1PAINT FINISH - CEILING, COLORS TBDP-2PAINT FINISH - WALL, COLORS TBD@GWB PARTITION, LEVEL 5 FINISH WHERE NOTEDP-3PAINT FINISH - WALL, REFLECTIVE FINISH, COLORS TBD@GWB PARTITION IN OCULUSSTF-1STEEL TROWELED FINISHTW-1GLAZED CERAMIC WALL TILE - FIELDBOD FOR ESTIMATING ONLY - LEA CERAMICHE, PROGETTO L14, 4"X16" MATTE TILE, COLOR TBDTW-2GLASS WALL TILE - ACCENTBOD FOR ESTIMATING ONLY - NEMO VISCAYA 1"X2" MATTE FINISH COLOR TBDTW-3GLAZED CERAMIC WALL TILE - FIELDBOD FOR ESTIMATING ONLY - DALTILE, MODERN DIMENSIONS 4-1/4"X12-3/4" FIELD, COLOR TBD04 BASEBR-1RUBBER BASE - 2"HBT-1TILE BASE - TO MATCH TW-1BT-2TILE BASE - TO MATCH TW-3BW-1WOOD BASE - RECESSED, 2-1/4"H, FINISH TO MATCH WD-1BW-2WOOD BASE - RECESSED, 2-1/4"H, OPAQUE FINISH05 FLOORCON-PCONCRETE FLOOR - POLISHED FINISHCON-SCONCRETE FLOOR - SEALED FINISHCPT-1CARPET TILEBOD FOR ESTIMATING ONLY - J&J STACKED MODULAR, COLOR TBDCRK-1CORK FLOORINGBOD FOR ESTIMATING ONLY - EXPANKO, HEIRLOOM CORK (HOMOGENEOUS), 1/2" TILE THICKNESS, SIZE ANDCOLOR TBD.EM-1ENTRY MAT SYSTEMSEE SPECIFICATION FOR GRILLE BODEPYEPOXY FLOOR W/ INTREGAL BASESEE SPECIFICATION FOR BODRF-1RUBBER FLOOR TILEBOD FOR ESTIMATING ONLY - NORA RUBBER, NORAPLAN SENTICA, 3MM SHEET, COLOR TBDTF-1PORCELAIN FLOOR TILEBOD FOR ESTIMATING ONLY - MOSA, TERRA GRAYS, 24"X48", COLOR TBDWDF-1ENGINEERED WOOD FLOOR - TO MATCH WD-1BOD FOR ESTIMATING ONLY - STILNOVO M 14X90 (MM), OAKWDF-2SOLID WD TREADS, RISERS, LANDING - TO MATCH WD-106 MILLWORKSTON-1 BLUESTONE - AT TOILET RM COUNTERS/SINKSWD-1WHITE OAK, QUARTER SAWN, FINISH TO MATCH ARCHITECT'S SAMPLEFINISH SCHEDULEWT Name CEILING FINISH WALL BASE FLOOR WINDOW Comments201B ELEC GWB/ P-1 P-2 BR-1 CON-S --201C PRE ACTION GWB/ P-1 P-2 BR-1 CON-S --201F FIRE ALARM GWB/ P-1 P-2 BR-1 CON-S --201G ELEC GWB/ P-1 P-2 BR-1 CON-S --204 SC EXHIBIT EXP GLAZ/ P-2/ STF-1 BW-2 CON-P --205 SC SECURE STACKS EXP GLAZ/ P-2/ STF-1 BW-2 CON-P --205A VEST GWB/ P-1 STON-1/ GLAZ BW-1 EM-1 --205B SC SECURE HALL EXP GLAZ/ P-2/ STF-1BW-2CON-P --206SC WORKROOMACT-1GLAZ/ P-2/ STF-1BW-1CRK-1 WT-1206ASC SHARED OFFICEEXPGLAZ/ P-2/ STF-1BW-2CON-P --206BSC OFFICEEXPGLAZ/ P-2/ STF-1BW-2CON-P --206CSC OFFICEEXPGLAZ/ P-2/ STF-1BW-2CON-P --206DSC OFFICEACT-1GLAZ/ P-2BW-1CPT-1 WT-1207HALLGWB/ P-1GLAZ/ P-2/ WD-1BW-1WDF-1 --208NC HUB - ACADEMIC SUCCESSGWB/ P-1/ ACT-1 GLAZ/ P-2BW-1CRK-1 WT-1WT AT OPENING CONTROLLED FROMBELOW208AREFLECTION ROOMGWB/ P-1GLAZ/ P-2BW-1CPT-1 --208BCAVERNOGWB/ P-1GLAZ/ P-2BW-1CPT-1 --208CPHONEACT-1GLAZ/ P-2BW-1CPT-1 --209SEMINAR ROOMGWB/ P-1/ ACT-1 GLAZ/ AWP-1/ P-2BW-1CRK-1209ASTORAGEGWB/ P-1P-2BR-1CON-S --210READING ROOMGWB/ P-1GLAZ/ P-2/ WD-1BW-1CRK-1 WT-1210ASTORAGEGWB/ P-1P-2BR-1CON-S --EL201 ELEVATOR 1MTL-1MTL-1MTL-1 RF-1--EL202 ELEVATOR 2MTL-1WD-1WD-1WDF-1 --EL203 ELEVATOR 3MTL-1WD-1WD-1WDF-1 --ST201 STAIR 1P-1P-2BR-1CON-P --ST202 STAIR 2P-1P-2BR-1CON-P --T201GN TOILET ROOMGWB/ P-1TW-1/ TW-2BT-1TF-1--FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1LEVEL 3301MAIN HALLGWB/ P-1GLAZ/ P-2/ WD-1/ STF-1BW-1WDF-1 --301ATELECOMEXPP-2BR-1CON-S --301BELECGWB/ P-1P-2BR-1CON-S --301CPRE ACTIONGWB/ P-1P-2BR-1CON-S --301DPHONEACT-1GLAZ/ P-2BW-1CPT-1 --301EGROUP STUDYGWB/ P-1GLAZ/ AWP-1/ P-2BW-1CPT-1 --301FGROUP STUDYGWB/ P-1GLAZ/ AWP-1/ P-2BW-1CPT-1 --301GFIRE ALARMGWB/ P-1P-2BR-1CON-S --301HELECGWB/ P-1P-2BR-1CON-S --302COLLOCOTT READING RMGWB/ P-1/ ACT-1 P-2/ WD-1BW-1WDF-1/ CPT-1 WT-1303SPECIAL COLLECTIONS CLASSROOM GWB/ P-1/ ACT-1 GLAZ/ AWP-1/ P-2BW-1CPT-1 WT-3/ WT-4 AWP-1 AT ONE WALL304SC CLASSROOMGWB/ P-1/ ACT-1 GLAZ/ P-2/ STF-1BW-2CON-P --304AEXHIBIT AND RARE BOOK PREPGWB/ P-1/ ACT-1 GLAZ/ P-2/ STF-1BW-2CON-P --305SC SECURE STACKSEXPGLAZ/ P-2/ STF-1BW-2CON-P --305AVESTEXPGLAZ/ P-2/ STF-1BW-2CON-P --305BSC SECURE HALLEXPGLAZ/ P-2/ STF-1BW-2CON-P --306SC STAFF WORKROOMGWB/ P-1GLAZ/ P-2/ WD-1/ STF-1BW-1CRK-1 WT-4307SPECIAL COLLECTIONS READING ROOM GWB/ P-1GLAZ/ P-2/ WD-1/ STF-1BW-1CRK-1 WT-4307ASC SMALL GROUP ROOMGWB/ P-1GLAZ/ P-2/ WD-1/ STF-1BW-1CRK-1 WT-4307BSC MEETING ROOMGWB/ P-1/ ACT-1 GLAZ/ P-2/ STF-1BW-2CON-P --307CCONSULTGWB/ P-1/ ACT-1 GLAZ/ P-2/ STF-1BW-2CON-P --307DCONSULTGWB/ P-1/ ACT-1 GLAZ/ P-2/ STF-1BW-2CON-P --308SPECIAL COLLECTIONS ENTRYGWB/ P-1GLAZ/ P-2/ WD-1/ STF-1BW-1CRK-1 WT-4309DISCOVERY & ACCESSACT-1GLAZ/ P-2BW-1CPT-1 WT-1309AMEETING ROOMACT-1GLAZ/ AWP-1/ P-2BW-1CPT-1 --309CINTER LIBRARY LOANACT-1GLAZ/ P-2BW-1CPT-1 WT-1309DOFFICE - D&AACT-1GLAZ/ P-2BW-1CPT-1 WT-1309EOFFICE - D&AACT-1GLAZ/ P-2BW-1CPT-1 WT-1309FSTAFF ROOMGWB/ P-1/ ACT-1 GLAZ/ P-2BW-1CRK-1 WT-1309GSTORAGEACT-1P-2BW-1CRK-1 --309HOFFICE - D&AACT-1GLAZ/ P-2BW-1CPT-1 --309JPHONE (ADA)ACT-1GLAZ/ P-2BW-1CPT-1 --310OPEN READING ROOMGWB/ P-1GLAZ/ P-2/ WD-1BW-1CRK-1 WT-1310ASTORAGEGWB/ P-1P-2BR-1CON-S --310BCOLLAB ROOMGWB/ P-1GLAZ/ AWP-1/ P-2BW-1CPT-1 --310CCOLLAB ROOMGWB/ P-1GLAZ/ AWP-1/ P-2BW-1CPT-1 --EL301 ELEVATOR 1MTL-1MTL-1MTL-1 RF-1--EL302 ELEVATOR 2MTL-1WD-1WD-1WDF-1 --EL303 ELEVATOR 3MTL-1WD-1WD-1WDF-1 --ST301 STAIR 1P-1P-2BR-1CON-P --ST302 STAIR 2P-1P-2BR-1CON-P --T301WOMENGWB/ P-1TW-1/ TW-2BT-1TF-1--FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1T302MEN/GNGWB/ P-1TW-1/ TW-2BT-1TF-1WT-5FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1LEVEL 4401ROOFTOP READING ROOMGWB/P-1/ ACT-3 GLAZ/ P-2/ STF-1BW-1WDF-1 WT-3401AFIRE ALARMGWB/ P-1P-2BR-1CON-S --401BAV CLOSETGWB/ P-1P-2BR-1CON-S --402MECHANICAL ROOMGWB/ P-1P-2BR-1CON-S --402BTELECOMGWB/ P-1P-2BR-1CON-S --402CELECGWB/ P-1P-2BR-1CON-S --403CATERING PREPACT-1P-1INTEPY--405EXTERIOR TERRACE----------REFER TO EXTERIOR DRAWINGS406WOMENGWB/ P-1TW-1/ TW-2BT-1TF-1--FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1407MENGWB/ P-1TW-1/ TW-2BT-1TF-1--FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1EL402 ELEVATOR 2MTL-1WD-1WD-1WDF-1 --EL403 ELEVATOR 3MTL-1WD-1WD-1WDF-1 --ST401 STAIR 1P-1P-2BR-1CON-P --ST402 STAIR 2P-1P-2BR-1CON-P --FINISH SCHEDULEWT Name CEILING FINISH WALL BASE FLOOR WINDOW CommentsLEVEL LLEL L04 ELEVATOR 4 MTL-1 MTL-1 MTL-1 RF-1 --L01 LOWER LOBBY ACT-1 P-2 BR-1 CON-P --L01A ELEC GWB/ P-1 P-2 BR-1 CON-S --L01B ELEC GWB/ P-1 P-2 BR-1 CON-S --L01C BLDG STORAGE GWB/ P-1 P-2 BR-1 CON-S --L02 MECHANICAL GWB/ P-1 P-2 BR-1 CON-S --L03 MAIN ELECTRICAL ROOM GWB/ P-1 P-2 BR-1 CON-S --L05 EMERGENCY ELECTRICAL GWB/ P-1 P-2 BR-1 CON-S --L06 ELEVATOR CONTROL ROOM GWB/ P-1 P-2 BR-1 CON-S --ST L04 STAIR 4 P-1 P-2 BR-1 CON-P --LEVEL G001 MAIN HALL GWB/ P-1 GLAZ/ P-2/ WD-1/ STF-1 BW-1 CON-P --001A TELECOM EXP P-2 BR-1 CON-S --001B ELEC GWB/ P-1 P-2 BR-1 CON-S --001C PRE ACTION GWB/ P-1 P-2 BR-1 CON-S --001D CENTRAL SERVICE POINT GWB/ P-1 GLAZ/ P-2/ WD-1/ STF-1 BW-1 CON-P --001E PHONE ACT-1 GLAZ/ P-2 BW-1 CON-P --001F FA. CL GWB/ P-1 P-2 BR-1 CON-S --001G ELEC GWB/ P-1 P-2 BR-1 CON-S --002 BOILER ROOM GWB/ P-1 P-2 BR-1 CON-S --003 SC SECURE STACKS GWB/ P-1/ ACT-1 P-2 BW-2 CON-P --003A ELEVATOR CONTROL GWB/ P-1 P-2 BR-1 CON-S --004 CENTRAL SERVICE POINT SUPPORT GWB/ P-1/ ACT-1 GLAZ/ P-2/ STF-1 BW-2 CON-P --005 SC SECURE STACKS EXP GLAZ/ P-2/ STF-1 BW-2 CON-P --005A SC SECURE CORR. GWB/ P-1/ ACT-1 GLAZ/ P-2/ STF-1 BW-2 CON-P --006 CORR GWB/ P-1 GLAZ/ P-2/ WD-1/ STF-1 BW-1 CON-P --007V SOUTH ENTRY VESTIBULE GWB/ P-1 STON-1/ GLAZ BW-1 EM-1 --009 STAFF WORKROOM GWB/ P-1/ ACT-1 P-2 BW-1 CPT-1 WT-1009A OFFICE ACT-1 GLAZ/ P-2 BW-1 CPT-1 --009B COLLAB ROOM ACT-1 GLAZ/ AWP-1/ P-2 BW-1 CPT-1 --009C OFFICE ACT-1 GLAZ/ P-2 BW-1 CPT-1 --009D COLLAB ROOM ACT-1 GLAZ/ AWP-1/ P-2 BW-1 CPT-1 --009E OFFICE ACT-1 GLAZ/ P-2 BW-1 CPT-1 WT-1009F STORAGE GWB/ P-1 P-2 BR-1 CON-S --009G OFFICE ACT-1 GLAZ/ P-2 BW-1 CPT-1 WT-1009H OFFICE ACT-1 GLAZ/ P-2 BW-1 CPT-1 WT-1009J OFFICE ACT-1 GLAZ/ P-2 BW-1 CPT-1 WT-1009K OFFICE ACT-1 GLAZ/ P-2 BW-1 CPT-1 WT-1009L OFFICE ACT-1 GLAZ/ P-2 BW-1 CPT-1 WT-1010 OPEN COLLAB GWB/ P-1 GLAZ/ P-2/ WD-1 BW-2 CON-P WT-1010A COLLAB ROOM ACT-1 GLAZ/ AWP-1/ P-2 BW-1 CON-P --010B PHONE ACT-1 GLAZ/ P-2 BW-1 CON-P --010V WEST VESTIBULE GWB/ P-1 STON-1/ GLAZ BW-1 EM-1 --011 TLR CLASSROOM ACT-1 P-2/ AWP-1 BW-1 CON-P WT-3 AWP-1 AT ONE WALL011A CLOSET GWB/ P-1 P-2 BR-1 CON-S --011B AV CL. EXP P-2 BR-1 CON-S --012 DIGITAL MEDIA HUB GWB/ P-1/ ACT-1 GLAZ/ P-2/ WD-1 BW-1 CON-P/ CRK-1 --012A MEDIA PRODUCTION STUDIO (SELF SERVE) ACT-1 GLAZ/ AWP-1/ P-2 BW-1 CPT-1 WT-4012B MEDIA PRODUCTION STUDIO ACT-1 GLAZ/ AWP-1/ P-2 BW-1 CPT-1 WT-4012C TELECOM EXP P-2 BR-1 CON-S --012D COMPUTER CLASSROOM ACT-1 GLAZ/ AWP-1/ P-2 BW-1 CPT-1 -- AWP-1 AT ONE WALL012E COLLAB ROOM ACT-1 GLAZ/ AWP-1/ P-2 BW-1 CPT-1 --012F COLLAB ROOM ACT-1 GLAZ/ AWP-1/ P-2 BW-1 CPT-1 --012G JANITOR GWB/ P-1 TW-3 BT-2 CON-S -- TILE TO 6'-0" ALL WALLS012H ELEVATOR CONTROL ROOM GWB/ P-1 P-2 BR-1 CON-S --013 SUNKEN COURTYARD -- -- -- -- -- REFER TO LANDSCAPE DRAWINGS014 MECHANICAL GWB/ P-1 P-2 BR-1 CON-S --015 GENERAL COLLECTIONS ACT-1/ ACT-3P-2BW-1CON-P/ CRK-1 --015AOPEN READINGACT-1/ ACT-3P-2BW-1CON-P/ CRK-1 --EL001 ELEVATOR 1MTL-1MTL-1MTL-1 RF-1--EL002 ELEVATOR 2MTL-1WD-1WD-1WDF-1 --EL003 ELEVATOR 3MTL-1WD-1WD-1WDF-1 --EL004 ELEVATOR 4MTL-1MTL-1MTL-1 RF-1--ST001 STAIR 1P-1P-2BR-1CON-P --ST002 STAIR 2P-1P-2BR-1CON-P --ST003 STAIR 3 (OCULUS)WD-1P-3WDF-1 --ST004 STAIR 4P-1P-2BR-1CON-P --T001WOMENGWB/ P-1TW-1/ TW-2BT-1TF-1--FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1T002MENGWB/ P-1TW-1/ TW-2BT-1TF-1--FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1LEVEL 1100EAST ENTRYGWB/ P-1P-2/ WD-1BW-1WDF-1 --100VEAST VESTIBULEGWB/ P-1P-2/ WD-1BW-1EM-1--101MAIN HALLGWB/ P-1GLAZ/ P-2/ WD-1/ STF-1BW-1WDF-1 --101ATELECOMEXPP-2BR-1CON-S --101BELEC.GWB/ P-1P-2BR-1CON-S --101CPRE ACTIONGWB/ P-1P-2BR-1CON-S --101DMAIN SERVICE POINTGWB/ P-1GLAZ/ P-2/ WD-1/ STF-1BW-1WDF-1 --101EPHONEACT-1GLAZ/ P-2BW-1CPT-1 --101FFIRE ALARMGWB/ P-1P-2BR-1CON-S --101GLOCKERSGWB/ P-1P-2/ WD-1BW-1WDF-1 --101HCAFE SEATINGGWB/ P-1/ ACT-3 GLAZ/ P-2/ WD-1BW-1WDF-1 WT-1102BROWSING ROOM CLASSROOMGWB/ P-1P-2/ WD-1BW-1WDF-1 WT-3102AAV CL.GWB/ P-1P-2BR-1CON-S --102BSTORACT-1P-2BR-1CPT-1 --103CONWAY CENTERGWB/ P-1P-2/ WD-1BW-1WDF-1 WT-3103ACONWAY - SHARED OFFICEGWB/ P-1P-2BW-1CPT-1 WT-1103BCONWAY - OFFICEGWB/ P-1P-2BW-1CPT-1 WT-1103CCONWAY - OFFICEGWB/ P-1P-2BW-1CPT-1 WT-1103DSTORACT-1P-2BR-1CPT-1 --103ECONWAY - OFFICEGWB/ P-1P-2BW-1CPT-1 --103FCONWAY - OFFICEGWB/ P-1P-2BW-1CPT-1 --103GAV CL.GWB/ P-1P-2BW-1WDF-1 --104SERVICE POINT SUPPORTGWB/ P-1/ ACT-1 GLAZ/ P-2/ STF-1BW-2CON-P --104AOFFICEEXPGLAZ/ P-2/ STF-1BW-2CON-P --104BGROUP STUDYEXPGLAZ/ P-2/ STF-1BW-2CON-P --105SC SECURE STACKSEXPGLAZ/ P-2/ STF-1BW-2CON-P --105AVEST.GWB/ P-1STON-1/ GLAZBW-1EM-1--105BSC SECURE HALLEXPGLAZ/ P-2/ STF-1BW-2CON-P --106SC - COLLECTIONS WORKROOMACT-1GLAZ/ P-2/ STF-1BW-1CRK-1 WT-1106ASC DIGITIZATIONEXPGLAZ/ P-2/ STF-1BW-2CON-P --106BSC OFFICEEXPGLAZ/ P-2/ STF-1BW-2CON-P --106CSC OFFICEEXPGLAZ/ P-2/ STF-1BW-2CON-P --106DSC OFFICEACT-1GLAZ/ P-2BW-1CPT-1 WT-1107LIBRARY ADMINISTRATIONGWB/ P-1P-2BW-1CPT-1 --107AOFFICEACT-1GLAZ/ P-2BW-1CPT-1 WT-1107BOFFICEACT-1GLAZ/ P-2BW-1CPT-1 WT-1107COFFICE - DEAN OF LIBRARIESACT-1GLAZ/ P-2BW-1CPT-1 WT-1107DOFFICEACT-1GLAZ/ P-2BW-1CPT-1 --108NC HUB - TLR AND ACADEMIC SUCCESS GWB/ P-1GLAZ/ P-2/ WD-1BW-2CON-P WT-1108AGROUP STUDYACT-1GLAZ/ AWP-1/ P-2BW-1CPT-1 --108BGROUP STUDYACT-1GLAZ/ AWP-1/ P-2BW-1CPT-1 --108COFFICEACT-1GLAZ/ P-2BW-1CPT-1 --108DOFFICEACT-1GLAZ/ P-2BW-1CPT-1 --108EOFFICEACT-1GLAZ/ P-2BW-1CPT-1 WT-1108FSEMINAR ROOMACT-1GLAZ/ AWP-1/ P-2BW-1CPT-1 WT-1108GSTORAGE/AVEXPP-2BR-1CON-S --108HASSISTIVE TECHACT-1GLAZ/ AWP-1/ P-2BW-1CPT-1 --108JGROUP STUDYACT-1GLAZ/ AWP-1/ P-2BW-1CPT-1 --108KPHONEACT-1GLAZ/ P-2BW-1CPT-1 --109AJANITORGWB/ P-1TW-3BT-2CON-S --TILE TO 6'-0" ALL WALLS110AREADING ROOMGWB/ P-1/ ACT-3 GLAZ/ P-2/ WD-1BW-1WDF-1 WT-1110BCAFE SERVICEACT-3TW-2/ P-2/ WD-1BT-1WDF-1 WT-1110CCAFE SUPPORTGWB/ P-1P-2BR-1CON-S --111EXIT PASSAGEWAYGWB/ P-1P-2BR-1CON-S --EL101 ELEVATOR 1MTL-1MTL-1MTL-1 RF-1--EL102 ELEVATOR 2MTL-1WD-1WD-1WDF-1 --EL103 ELEVATOR 3MTL-1WD-1WD-1WDF-1 --ST101 STAIR 1P-1P-2BR-1CON-P --ST102 STAIR 2P-1P-2BR-1CON-P --ST103 STAIR 3WD-1P-3WDF-1 --T101W/GN TOILET ROOMGWB/ P-1TW-1/ TW-2BT-1TF-1--FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1T102M/GN TOILET ROOMGWB/ P-1TW-1/ TW-2BT-1TF-1--FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1T103M/GN TOILET ROOMGWB/ P-1TW-1/ TW-2BT-1TF-1WT-5FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1LEVEL 2201HALLGWB/ P-1GLAZ/ P-2/ WD-1BW-1WDF-1 --201ATELECOMEXPP-2BR-1CON-S --111NO. DATEDESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
2329282726252422ADA.5F.9J.5D.7E.1F.124.328.4EFC3025.521.2L03MAIN ELECTRICALROOMST L04STAIR 4EL L04ELEVATOR 4L06ELEVATOR CONTROLROOML05EMERGENCYELECTRICALLIMIT OF ARCH SCOPE26.527.127.325.725.3F.926.6P-2L01LOWER LOBBYL01CBLDG STORAGEL02MECHANICALL01AELECL01BELECLIMIT OF ARCH SCOPE25.41NJB-29NJB-3025.922.921.321.420.118.918.717.717.416.116.213.814.114.2FINISH GENERAL NOTES1. PATTERNS USED TO INDICATE FLOORING MATERIALS ARE FOR GRAPHIC DESIGNATION ONLY AND DO NOT RELATE TO MATERIAL SIZE OR INSTALLATION DIRECTION. REFER TO SCHEDULE AND SPECIFICATIONS FOR FURTHER INFORMATION.2. FLOORING MATERIALS EXTEND UNDER MILLWORK/TO WALL UNLESS OTHERWISE NOTED. 3. REFER TO RCP'S FOR EXTENTS OF CEILING MATERIALS.4. EXPOSED GRILLES, CONDUIT, ACCESS PANELS SHALL BE PAINTED THE SAME COLOR AS ADJOINING SURFACE5. REFER TO SPECIFICATIONS FOR ALTERNATES AND ALL FINISH INFO.GENERAL FLOOR FINISH NOTESFINISH LEGENDCON (REFER TO FINISH SCHEDULE FOR P OR S FINISH)GENERAL NOTES AND LEGEND APPLIES TO ALL AI000 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.CPT-1CRK-1EM-1TF-1WDF-1REFER TO FINISH SCHEDULEXX-XXWALL FINISH1. REFER TO AI DRAWINGS FOR LOCATION DESIGNATION OF ALL FLOO FINISHES.2. REFER TO A FOR FLOORING TRANSITION DETAILS3. ALL MATERIALS TO TRANSITION AT CENTERLINE OF DOOR OR OPENING, U.N.O.4. REFER TO A FOR TYPICAL BASE DETAIL5. REFER TO AI DRAWINGS FOR FLOOR GRAIN DIRECTION6. FLOORING MATERIALS EXTEND UNDER MILLWORK/TO WALL, U.N.O.7. PROFIDE EXTRUDED ALUMINUM TRANSITION STRIP TRIM (SCHLUTER OR SIMILAR) AT ALL FLOOR MATERIAL CHANGES.8. ALL THRESHOLDS OR TRANSITION STRIPS TO BE FLUSH WITH ADJACENT FLOOR FINISH.GENERAL WALL FINISH NOTES1. REFER TO AI DRAWINGS FOR LOCATION AND DESIGNATION OF ALL WALL FINISHES2. ALL WALLS TO BE P2 U.N.O.3. ALL GWB CLGS AND SOFFITS TO BE P1 U.N.O.4. ALL HOLLOW METAL DOORS TO BE PAINTED TO MATCH ADJACENT WALL5. ALL PAINTED DOORS AND FRAMES TO MATCH ADJACENT WALL6. PRIOR TO START OF PAINTING, REVIEW PAINT PLANS WITH ARCHITECT ON SITE.7. UNDERSIDE OF SOFFITS AT ACCENT WALLS TO REEIVE ACCENT COLOR.AWPACCOUSTIC WALL PANELTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:39:48 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000AI10LLLOWER LEVEL FINISH PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL LL FINISH PLAN1NO. DATEDESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
FDFDFDFDFDDN232120191817161514131211109829282726252422ADD.9F.3HJA.5J.5D.7E.1F.1E.5D.4GD.3C.924.328.4D.8EFE.713.6CD.1BE.317.815.813.9E.625.520.521.219.415.717.5G.6OFFICE009GSOUTHENTRYVESTIBULE007VTLRCLASSROOM011ELEVATOR4EL004DIGITALMEDIAHUB012SCSECURESTACKS003SCSECURESTACKS005001MAIN HALLCOLLABROOM009BTELECOM001AELEC001B004CENTRAL SERVICEPOINT SUPPORTWOMENT001JANITOR012GCOLLABROOM012ECOMPUTERCLASSROOM012D012BMEDIA PRODUCTIONSTUDIOFA. CL001FPREACTION001CWESTVESTIBULE010VSCSECURECORR.005AELEVATOR1EL001ELEVATOR3EL003TELECOM012CSTAIR 2ST002STAIR 1ST001STAFFWORKROOM009COLLABROOM009DOFFICE009COFFICE009AOPENCOLLAB010012AMEDIA PRODUCTIONSTUDIO (SELFSERVE)ELEVATORCONTROLROOM012HSOUTHENTRY007STAIR 3(OCULUS)ST003CENTRALSERVICEPOINT001DOPEN TO ABOVEBOILERROOM002COLLABROOM012FEL002ELEVATOR 2K26.527.127.325.7D.7E.125.324.5F.9J.5A.5STAIR 4ST004COLLABROOM010AMENT002STORAGE009FOFFICE009ECLOSET011AAV CL.011BSHAFTS004SHAFTS003SHAFTS009CORR006OFFICE009HOFFICE009JOFFICE009KOFFICE009L26.6001EPHONE010BPHONE003AELEVATOR CONTROL001GELECPLPLPLPLPLPLPL PLWVWVWVWV WVAWPWVALIGN W/ CLG. ABOVEAWPAWP25.4NJB-29NJB-30A941125.922.921.321.420.118.918.717.717.416.116.213.814.114.213.513.413.112.310.49.915' - 2"1FINISH GENERAL NOTES1. PATTERNS USED TO INDICATE FLOORING MATERIALS ARE FOR GRAPHIC DESIGNATION ONLY AND DO NOT RELATE TO MATERIAL SIZE OR INSTALLATION DIRECTION. REFER TO SCHEDULE AND SPECIFICATIONS FOR FURTHER INFORMATION.2. FLOORING MATERIALS EXTEND UNDER MILLWORK/TO WALL UNLESS OTHERWISE NOTED. 3. REFER TO RCP'S FOR EXTENTS OF CEILING MATERIALS.4. EXPOSED GRILLES, CONDUIT, ACCESS PANELS SHALL BE PAINTED THE SAME COLOR AS ADJOINING SURFACE5. REFER TO SPECIFICATIONS FOR ALTERNATES AND ALL FINISH INFO.GENERAL FLOOR FINISH NOTESFINISH LEGENDCON (REFER TO FINISH SCHEDULE FOR P OR S FINISH)GENERAL NOTES AND LEGEND APPLIES TO ALL AI000 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.CPT-1CRK-1EM-1TF-1WDF-1REFER TO FINISH SCHEDULEXX-XXWALL FINISH1. REFER TO AI DRAWINGS FOR LOCATION DESIGNATION OF ALL FLOO FINISHES.2. REFER TO A FOR FLOORING TRANSITION DETAILS3. ALL MATERIALS TO TRANSITION AT CENTERLINE OF DOOR OR OPENING, U.N.O.4. REFER TO A FOR TYPICAL BASE DETAIL5. REFER TO AI DRAWINGS FOR FLOOR GRAIN DIRECTION6. FLOORING MATERIALS EXTEND UNDER MILLWORK/TO WALL, U.N.O.7. PROFIDE EXTRUDED ALUMINUM TRANSITION STRIP TRIM (SCHLUTER OR SIMILAR) AT ALL FLOOR MATERIAL CHANGES.8. ALL THRESHOLDS OR TRANSITION STRIPS TO BE FLUSH WITH ADJACENT FLOOR FINISH.GENERAL WALL FINISH NOTES1. REFER TO AI DRAWINGS FOR LOCATION AND DESIGNATION OF ALL WALL FINISHES2. ALL WALLS TO BE P2 U.N.O.3. ALL GWB CLGS AND SOFFITS TO BE P1 U.N.O.4. ALL HOLLOW METAL DOORS TO BE PAINTED TO MATCH ADJACENT WALL5. ALL PAINTED DOORS AND FRAMES TO MATCH ADJACENT WALL6. PRIOR TO START OF PAINTING, REVIEW PAINT PLANS WITH ARCHITECT ON SITE.7. UNDERSIDE OF SOFFITS AT ACCENT WALLS TO REEIVE ACCENT COLOR.AWPACCOUSTIC WALL PANELTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:40:36 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000AI100 G1LEVEL G FINISH PLAN -SOUTHSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL G FINISH PLAN - SOUTH1NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
DN121110987632- 1DD.9F.3HJF.9J.52.5D.7E.1F.14E.55D.4G1.7D.3C.9D.8EFE.7CD.1BE.3E.6G.6DIGITALMEDIAHUB012OPENREADING015A012AMEDIA PRODUCTIONSTUDIO (SELFSERVE)OPEN TO ABOVE1KD.7E.12.7J.52.5MECHANICAL014015GENERALCOLLECTIONS013SUNKENCOURTYARD015GENERALCOLLECTIONS013SUNKENCOURTYARDALIGN W/ CLG. ABOVEAWPAWP12.310.49.9FINISH GENERAL NOTES1. PATTERNS USED TO INDICATE FLOORING MATERIALS ARE FOR GRAPHIC DESIGNATION ONLY AND DO NOT RELATE TO MATERIAL SIZE OR INSTALLATION DIRECTION. REFER TO SCHEDULE AND SPECIFICATIONS FOR FURTHER INFORMATION.2. FLOORING MATERIALS EXTEND UNDER MILLWORK/TO WALL UNLESS OTHERWISE NOTED. 3. REFER TO RCP'S FOR EXTENTS OF CEILING MATERIALS.4. EXPOSED GRILLES, CONDUIT, ACCESS PANELS SHALL BE PAINTED THE SAME COLOR AS ADJOINING SURFACE5. REFER TO SPECIFICATIONS FOR ALTERNATES AND ALL FINISH INFO.GENERAL FLOOR FINISH NOTESFINISH LEGENDCON (REFER TO FINISH SCHEDULE FOR P OR S FINISH)GENERAL NOTES AND LEGEND APPLIES TO ALL AI000 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.CPT-1CRK-1EM-1TF-1WDF-1REFER TO FINISH SCHEDULEXX-XXWALL FINISH1. REFER TO AI DRAWINGS FOR LOCATION DESIGNATION OF ALL FLOO FINISHES.2. REFER TO A FOR FLOORING TRANSITION DETAILS3. ALL MATERIALS TO TRANSITION AT CENTERLINE OF DOOR OR OPENING, U.N.O.4. REFER TO A FOR TYPICAL BASE DETAIL5. REFER TO AI DRAWINGS FOR FLOOR GRAIN DIRECTION6. FLOORING MATERIALS EXTEND UNDER MILLWORK/TO WALL, U.N.O.7. PROFIDE EXTRUDED ALUMINUM TRANSITION STRIP TRIM (SCHLUTER OR SIMILAR) AT ALL FLOOR MATERIAL CHANGES.8. ALL THRESHOLDS OR TRANSITION STRIPS TO BE FLUSH WITH ADJACENT FLOOR FINISH.GENERAL WALL FINISH NOTES1. REFER TO AI DRAWINGS FOR LOCATION AND DESIGNATION OF ALL WALL FINISHES2. ALL WALLS TO BE P2 U.N.O.3. ALL GWB CLGS AND SOFFITS TO BE P1 U.N.O.4. ALL HOLLOW METAL DOORS TO BE PAINTED TO MATCH ADJACENT WALL5. ALL PAINTED DOORS AND FRAMES TO MATCH ADJACENT WALL6. PRIOR TO START OF PAINTING, REVIEW PAINT PLANS WITH ARCHITECT ON SITE.7. UNDERSIDE OF SOFFITS AT ACCENT WALLS TO REEIVE ACCENT COLOR.AWPACCOUSTIC WALL PANELTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:41:20 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000AI100 G2LEVEL G FINISH PLAN -NORTHSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL G FINISH PLAN - NORTH1NO. DATE DESCRIPTION
FDFDFDFDFDFD232120191817161514131211109829282726252422AHJA.5J.5D.7E.1F.1GD.3C.924.328.4D.8EFE.713.6CBE.317.815.813.9E.625.520.521.219.415.717.5G.6EASTVESTIBULE100VEASTENTRY100SCSECURESTACKS105OFFICE108DLIBRARYADMINISTRATION107OFFICE107D108AGROUP STUDYGROUPSTUDY108JNC HUB- TLRANDACADEMICSUCCESS108SEMINARROOM108FASSISTIVETECH108HMAINHALL101CONWAYCENTER103102BROWSING ROOMCLASSROOMCAFESERVICE110BSERVICEPOINTSUPPORT104W/GNTOILETROOMT101M/GNTOILETROOMT102TELECOM101AELEC.101BCONWAY-SHAREDOFFICE103AFIREALARM101FPREACTION101CELEVATOR2EL102SC -COLLECTIONSWORKROOM106SCOFFICE106DEXITPASSAGEWAY111STAIR 3ST103STAIR 2ST102STAIR 1ST101ELEVATOR1EL101ELEVATOR3EL103OFFICE- DEANOFLIBRARIES107CCONWAY-OFFICE103CCONWAY-OFFICE103EOPEN TO ABOVE AND BELOWSOFFIT ABOVEOPEN TO ABOVE AND BELOWK26.527.127.325.7D.7E.125.324.5F.9J.5A.5CAFESUPPORT110CMAINSERVICEPOINT101DGROUPSTUDY108BJANITOR109AM/GNTOILETROOMT103STOR102BAV CL.102ASCOFFICE106CSCOFFICE106BSCDIGITIZATION106ASTORAGE/AV108GSHAFTS103SHAFTS104SHAFTS107OFFICE104AGROUPSTUDY104BSCSECUREHALL105BOFFICE108EOFFICE108COFFICE107BOFFICE107ACONWAY-OFFICE103BCONWAY-OFFICE103FSTOR103DSHAFTS101SHAFTS102SHAFTS105SHAFTS10626.6103GAV CL.101EPHONE108KPHONE105AVEST.101GLOCKERS101HCAFE SEATINGWOOD PANELING IN RM - SEE ELEVATIONSAWPAWPWOOD PANELING IN RM - SEE ELEVATIONSWVWVWVWVWVWVWVPLPLPLPLPLPLPL PLACCOUSTIC CEILING PANEL - SEE RCPACCOUSTIC CEILING PANEL - SEE RCPWVWVWVWVWVWVWVWVWV25.4NJB-29NJB-3025.922.921.321.420.118.918.717.717.416.116.213.814.114.213.513.413.112.310.49.9FINISH GENERAL NOTES1. PATTERNS USED TO INDICATE FLOORING MATERIALS ARE FOR GRAPHIC DESIGNATION ONLY AND DO NOT RELATE TO MATERIAL SIZE OR INSTALLATION DIRECTION. REFER TO SCHEDULE AND SPECIFICATIONS FOR FURTHER INFORMATION.2. FLOORING MATERIALS EXTEND UNDER MILLWORK/TO WALL UNLESS OTHERWISE NOTED. 3. REFER TO RCP'S FOR EXTENTS OF CEILING MATERIALS.4. EXPOSED GRILLES, CONDUIT, ACCESS PANELS SHALL BE PAINTED THE SAME COLOR AS ADJOINING SURFACE5. REFER TO SPECIFICATIONS FOR ALTERNATES AND ALL FINISH INFO.GENERAL FLOOR FINISH NOTESFINISH LEGENDCON (REFER TO FINISH SCHEDULE FOR P OR S FINISH)GENERAL NOTES AND LEGEND APPLIES TO ALL AI000 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.CPT-1CRK-1EM-1TF-1WDF-1REFER TO FINISH SCHEDULEXX-XXWALL FINISH1. REFER TO AI DRAWINGS FOR LOCATION DESIGNATION OF ALL FLOO FINISHES.2. REFER TO A FOR FLOORING TRANSITION DETAILS3. ALL MATERIALS TO TRANSITION AT CENTERLINE OF DOOR OR OPENING, U.N.O.4. REFER TO A FOR TYPICAL BASE DETAIL5. REFER TO AI DRAWINGS FOR FLOOR GRAIN DIRECTION6. FLOORING MATERIALS EXTEND UNDER MILLWORK/TO WALL, U.N.O.7. PROFIDE EXTRUDED ALUMINUM TRANSITION STRIP TRIM (SCHLUTER OR SIMILAR) AT ALL FLOOR MATERIAL CHANGES.8. ALL THRESHOLDS OR TRANSITION STRIPS TO BE FLUSH WITH ADJACENT FLOOR FINISH.GENERAL WALL FINISH NOTES1. REFER TO AI DRAWINGS FOR LOCATION AND DESIGNATION OF ALL WALL FINISHES2. ALL WALLS TO BE P2 U.N.O.3. ALL GWB CLGS AND SOFFITS TO BE P1 U.N.O.4. ALL HOLLOW METAL DOORS TO BE PAINTED TO MATCH ADJACENT WALL5. ALL PAINTED DOORS AND FRAMES TO MATCH ADJACENT WALL6. PRIOR TO START OF PAINTING, REVIEW PAINT PLANS WITH ARCHITECT ON SITE.7. UNDERSIDE OF SOFFITS AT ACCENT WALLS TO REEIVE ACCENT COLOR.AWPACCOUSTIC WALL PANELTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:41:51 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000AI101LEVEL 1 FINISH PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL 1 FINISH PLAN1NO. DATE DESCRIPTION
CFD232120191817161514131211109829282726252422ADHJA.5J.5D.7E.1F.1GD.3C.924.328.4D.8EFE.713.6CBE.317.815.813.9E.625.520.521.219.415.717.5G.6OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWSCSECURESTACKS205204SC EXHIBITTELECOM201AELEC201BFIREALARM201FPREACTION201CSCWORKROOM206SCOFFICE206D208BCAVERNONC HUB-ACADEMICSUCCESS208STORAGE210AREADINGROOM210STAIR 1ST201ELEVATOR1EL201ELEVATOR3EL203STAIR 2ST202EL202ELEVATOR 2K26.527.127.325.7D.7E.125.324.5F.9J.5A.5STAIR 3ST103REFLECTIONROOM208ASEMINARROOM209GNTOILETROOMT201STORAGE209AHALL207SCSECUREHALL205BHALL201SCSHAREDOFFICE206ASCOFFICE206BSCOFFICE206CSHAFTS203SHAFTS204SHAFTS207SHAFTS205SHAFTS206SHAFTS201SHAFTS20226.6208CPHONE205AVEST201GELECPLPLPLPL PLACCOUSTIC CEILING PANEL - SEE RCPACCOUSTIC CEILING PANEL - SEE RCPWVWVPLPLPLPLAT FACE OF SOFFIT BEHIND GLASSWVWVWVWVWVWVWVWVWVWVWVAT FACE OF SOFFIT25.4NJB-29NJB-30A941225.922.921.321.420.118.918.717.717.416.116.213.814.114.213.513.413.112.310.49.9FINISH GENERAL NOTES1. PATTERNS USED TO INDICATE FLOORING MATERIALS ARE FOR GRAPHIC DESIGNATION ONLY AND DO NOT RELATE TO MATERIAL SIZE OR INSTALLATION DIRECTION. REFER TO SCHEDULE AND SPECIFICATIONS FOR FURTHER INFORMATION.2. FLOORING MATERIALS EXTEND UNDER MILLWORK/TO WALL UNLESS OTHERWISE NOTED. 3. REFER TO RCP'S FOR EXTENTS OF CEILING MATERIALS.4. EXPOSED GRILLES, CONDUIT, ACCESS PANELS SHALL BE PAINTED THE SAME COLOR AS ADJOINING SURFACE5. REFER TO SPECIFICATIONS FOR ALTERNATES AND ALL FINISH INFO.GENERAL FLOOR FINISH NOTESFINISH LEGENDCON (REFER TO FINISH SCHEDULE FOR P OR S FINISH)GENERAL NOTES AND LEGEND APPLIES TO ALL AI000 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.CPT-1CRK-1EM-1TF-1WDF-1REFER TO FINISH SCHEDULEXX-XXWALL FINISH1. REFER TO AI DRAWINGS FOR LOCATION DESIGNATION OF ALL FLOO FINISHES.2. REFER TO A FOR FLOORING TRANSITION DETAILS3. ALL MATERIALS TO TRANSITION AT CENTERLINE OF DOOR OR OPENING, U.N.O.4. REFER TO A FOR TYPICAL BASE DETAIL5. REFER TO AI DRAWINGS FOR FLOOR GRAIN DIRECTION6. FLOORING MATERIALS EXTEND UNDER MILLWORK/TO WALL, U.N.O.7. PROFIDE EXTRUDED ALUMINUM TRANSITION STRIP TRIM (SCHLUTER OR SIMILAR) AT ALL FLOOR MATERIAL CHANGES.8. ALL THRESHOLDS OR TRANSITION STRIPS TO BE FLUSH WITH ADJACENT FLOOR FINISH.GENERAL WALL FINISH NOTES1. REFER TO AI DRAWINGS FOR LOCATION AND DESIGNATION OF ALL WALL FINISHES2. ALL WALLS TO BE P2 U.N.O.3. ALL GWB CLGS AND SOFFITS TO BE P1 U.N.O.4. ALL HOLLOW METAL DOORS TO BE PAINTED TO MATCH ADJACENT WALL5. ALL PAINTED DOORS AND FRAMES TO MATCH ADJACENT WALL6. PRIOR TO START OF PAINTING, REVIEW PAINT PLANS WITH ARCHITECT ON SITE.7. UNDERSIDE OF SOFFITS AT ACCENT WALLS TO REEIVE ACCENT COLOR.AWPACCOUSTIC WALL PANELTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:43:21 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000AI102LEVEL 2 FINISH PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL 2 FINISH PLAN1NO. DATE DESCRIPTION
FDFD232120191817161514131211109829282726252422ADHJA.5J.5D.7E.1F.1GD.3C.924.328.4D.8EFE.713.6CBE.317.815.813.9E.625.520.521.219.415.717.5G.6STAFFROOM309FCOLLABROOM310BSPECIALCOLLECTIONSCLASSROOM303GROUPSTUDY301ECOLLABROOM310CEXHIBITANDRAREBOOKPREP304ATELECOM301AELEC301BCONSULT307DCONSULT307CSCSECURESTACKS305SCCLASSROOM304WOMENT301MEN/GNT302SCMEETINGROOM307BGROUPSTUDY301FFIREALARM301GPREACTION301CSPECIALCOLLECTIONSREADINGROOM307SPECIALCOLLECTIONSENTRY308SCSTAFFWORKROOM306OPENREADINGROOM310OFFICE- D&A309EINTERLIBRARYLOAN309C309AMEETING ROOMOFFICE- D&A309HOFFICE- D&A309DSTORAGE309GSTORAGE310ASTAIR 1ST301ELEVATOR1EL301ELEVATOR3EL303STAIR 2ST302COLLOCOTTREADINGRM302EL302ELEVATOR 2K26.527.127.325.7D.7E.125.324.5F.9J.5A.526.6ST103STAIR 3309DISCOVERY &ACCESS309JPHONE (ADA)301DPHONES303SHAFTS304SHAFTS307SHAFT305BSC SECURE HALLS301SHAFTS302SHAFTS305SHAFTS306SHAFT301MAIN HALL307ASC SMALL GROUPROOM305AVEST301HELECPLPLPLPL PLACCOUSTIC CEILING PANEL - SEE RCPACCOUSTIC CEILING PANEL - SEE RCPPLPLPLWVWVWVWVWVWVWVAWP25.4A9414NJB-29NJB-3025.922.921.321.420.118.918.717.717.416.116.213.814.114.213.513.413.112.310.49.9FINISH GENERAL NOTES1. PATTERNS USED TO INDICATE FLOORING MATERIALS ARE FOR GRAPHIC DESIGNATION ONLY AND DO NOT RELATE TO MATERIAL SIZE OR INSTALLATION DIRECTION. REFER TO SCHEDULE AND SPECIFICATIONS FOR FURTHER INFORMATION.2. FLOORING MATERIALS EXTEND UNDER MILLWORK/TO WALL UNLESS OTHERWISE NOTED. 3. REFER TO RCP'S FOR EXTENTS OF CEILING MATERIALS.4. EXPOSED GRILLES, CONDUIT, ACCESS PANELS SHALL BE PAINTED THE SAME COLOR AS ADJOINING SURFACE5. REFER TO SPECIFICATIONS FOR ALTERNATES AND ALL FINISH INFO.GENERAL FLOOR FINISH NOTESFINISH LEGENDCON (REFER TO FINISH SCHEDULE FOR P OR S FINISH)GENERAL NOTES AND LEGEND APPLIES TO ALL AI000 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.CPT-1CRK-1EM-1TF-1WDF-1REFER TO FINISH SCHEDULEXX-XXWALL FINISH1. REFER TO AI DRAWINGS FOR LOCATION DESIGNATION OF ALL FLOO FINISHES.2. REFER TO A FOR FLOORING TRANSITION DETAILS3. ALL MATERIALS TO TRANSITION AT CENTERLINE OF DOOR OR OPENING, U.N.O.4. REFER TO A FOR TYPICAL BASE DETAIL5. REFER TO AI DRAWINGS FOR FLOOR GRAIN DIRECTION6. FLOORING MATERIALS EXTEND UNDER MILLWORK/TO WALL, U.N.O.7. PROFIDE EXTRUDED ALUMINUM TRANSITION STRIP TRIM (SCHLUTER OR SIMILAR) AT ALL FLOOR MATERIAL CHANGES.8. ALL THRESHOLDS OR TRANSITION STRIPS TO BE FLUSH WITH ADJACENT FLOOR FINISH.GENERAL WALL FINISH NOTES1. REFER TO AI DRAWINGS FOR LOCATION AND DESIGNATION OF ALL WALL FINISHES2. ALL WALLS TO BE P2 U.N.O.3. ALL GWB CLGS AND SOFFITS TO BE P1 U.N.O.4. ALL HOLLOW METAL DOORS TO BE PAINTED TO MATCH ADJACENT WALL5. ALL PAINTED DOORS AND FRAMES TO MATCH ADJACENT WALL6. PRIOR TO START OF PAINTING, REVIEW PAINT PLANS WITH ARCHITECT ON SITE.7. UNDERSIDE OF SOFFITS AT ACCENT WALLS TO REEIVE ACCENT COLOR.AWPACCOUSTIC WALL PANELTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:43:57 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000AI103LEVEL 3 FINISH PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL 3 FINISH PLAN1NO. DATE DESCRIPTION
FDFD232120191817161514131211109829282726252422ADHJA.5J.5D.7E.1F.1GD.3C.924.328.4D.8EFE.713.6CBE.317.815.813.9E.625.520.521.219.415.717.5G.6ROOFTOPREADINGROOM401EXTERIORTERRACE405TELECOM402BCATERINGPREP403MECHANICALROOM402STAIR 2ST402STAIR 1ST401ELEVATOR3EL403EL402ELEVATOR 2K26.527.127.325.7D.7E.125.324.5F.9J.5A.526.6SEE EXT. PLANS25.4NJB-29NJB-30A941325.922.921.321.420.118.918.717.717.416.116.213.814.114.213.513.413.112.310.49.9FINISH GENERAL NOTES1. PATTERNS USED TO INDICATE FLOORING MATERIALS ARE FOR GRAPHIC DESIGNATION ONLY AND DO NOT RELATE TO MATERIAL SIZE OR INSTALLATION DIRECTION. REFER TO SCHEDULE AND SPECIFICATIONS FOR FURTHER INFORMATION.2. FLOORING MATERIALS EXTEND UNDER MILLWORK/TO WALL UNLESS OTHERWISE NOTED. 3. REFER TO RCP'S FOR EXTENTS OF CEILING MATERIALS.4. EXPOSED GRILLES, CONDUIT, ACCESS PANELS SHALL BE PAINTED THE SAME COLOR AS ADJOINING SURFACE5. REFER TO SPECIFICATIONS FOR ALTERNATES AND ALL FINISH INFO.GENERAL FLOOR FINISH NOTESFINISH LEGENDCON (REFER TO FINISH SCHEDULE FOR P OR S FINISH)GENERAL NOTES AND LEGEND APPLIES TO ALL AI000 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.CPT-1CRK-1EM-1TF-1WDF-1REFER TO FINISH SCHEDULEXX-XXWALL FINISH1. REFER TO AI DRAWINGS FOR LOCATION DESIGNATION OF ALL FLOO FINISHES.2. REFER TO A FOR FLOORING TRANSITION DETAILS3. ALL MATERIALS TO TRANSITION AT CENTERLINE OF DOOR OR OPENING, U.N.O.4. REFER TO A FOR TYPICAL BASE DETAIL5. REFER TO AI DRAWINGS FOR FLOOR GRAIN DIRECTION6. FLOORING MATERIALS EXTEND UNDER MILLWORK/TO WALL, U.N.O.7. PROFIDE EXTRUDED ALUMINUM TRANSITION STRIP TRIM (SCHLUTER OR SIMILAR) AT ALL FLOOR MATERIAL CHANGES.8. ALL THRESHOLDS OR TRANSITION STRIPS TO BE FLUSH WITH ADJACENT FLOOR FINISH.GENERAL WALL FINISH NOTES1. REFER TO AI DRAWINGS FOR LOCATION AND DESIGNATION OF ALL WALL FINISHES2. ALL WALLS TO BE P2 U.N.O.3. ALL GWB CLGS AND SOFFITS TO BE P1 U.N.O.4. ALL HOLLOW METAL DOORS TO BE PAINTED TO MATCH ADJACENT WALL5. ALL PAINTED DOORS AND FRAMES TO MATCH ADJACENT WALL6. PRIOR TO START OF PAINTING, REVIEW PAINT PLANS WITH ARCHITECT ON SITE.7. UNDERSIDE OF SOFFITS AT ACCENT WALLS TO REEIVE ACCENT COLOR.AWPACCOUSTIC WALL PANELTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 04/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated4/6/2018 12:44:14 PMP:\4786.000 Smith NeilsonLibrary\9_bim\Archive\5_ca\180406_ARCHIVE_4786_SNL_ARCH_CENTRAL_Permit and Conformance Print set.rvt4786.000AI104LEVEL 4 FINISH PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SETSCALE 1/8" = 1'-0"LEVEL 4 FINISH PLAN1NO. DATE DESCRIPTION
GENERAL NOTES
1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS
AND SHALL CONFORM TO THE PROJECT SPECIFICATIONS, INCLUDING THE 9th EDITION OF THE
MASSACHUSETTS BUILDING CODE. ALL GOVERNING STANDARDS LISTED IN THESE NOTES SHALL BE THE
EDITION REFERENCED IN THIS GOVERNING CODE.
2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING, BRACING, AND SHEETING AND MAKE SAFE ALL
FLOORS, ROOFS, WALLS, AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. SHORING AND
SHEETING SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE PROJECT
JURISDICTION, HIRED BY THE CONTRACTOR, WHO SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS
FOR THE OWNER'S REVIEW.
3. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE
BASED ON INFORMATION CONTAINED IN VARIOUS ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS
PROVIDED BY THE OWNER, AND LIMITED FIELD OBSERVATIONS AND MEASUREMENTS. THE CONTRACTOR
SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND
OBSERVATION AT THE SITE. ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN IN
THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ENGINEER OF RECORD FOR EVALUATION
BEFORE THE AFFECTED CONSTRUCTION IS PUT IN PLACE.
4. THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. THESE NOTES HIGHLIGHT
RATHER THAN REPLACE THE SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL.
FOUNDATIONS
1. BUILDING FOUNDATIONS SHALL BE CONCRETE PILE CAPS SUPPORTED ON STEEL-ENCASED CONCRETE
PILES SOCKETED INTO SOUND ROCK TO ACHIEVE A MINIMUM CAPACITY OF 100 TONS DOWN, 50 TONS UP,
AND 5 TONS LATERAL OR MAT FOUNDATIONS BEARING ON SOIL HAVING MINIMUM BEARING CAPACITY OF
2000 PSF AS SPECIFIED BY THE GEOTECHNICAL CONSULTANT, HAYLEY & ALDRICH, IN A REPORT TITLED
"REPORT ON GEOTECHNICAL ENGINEERING RECOMMENDATIONS" AND DATED MAY 2016. ADEQUACY OF
BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO PLACING CONCRETE. ALL NECESSARY
ADJUSTMENTS TO THE BOTTOM OF FOOTINGS TO BE REVIEWED AND APPROVED BY THE STRUCTURAL
ENGINEER OF RECORD.
2. CONTRACTOR SHALL REFERENCE AND CONFORM TO THE REQUIREMENTS INDICATED IN SPECIFICATION
SECTION 312300 EXCAVATION AND BACKFILL.
3. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE ARE IN PLACE
AND HAVE ATTAINED THEIR 28 DAY STRENGTH.
4. TYPICAL TEMPORARY CONSTRUCTION DEWATERING: DEWATER AS NECESSARY TO ENABLE BELOW-
GRADE CONSTRUCTION, INCLUDING BACKFILLING, IN-THE-DRY. RECHARGE DEWATERING EFFLUENT
BACK INTO THE GROUND IN A MANNER THAT DOES NOT NEGATIVELY IMPACT THE PROGRESS OF THE
WORK, PREVIOUSLY PREPARED SUBGRADES, THE EXISTING BUILDING, OR OTHER IMPROVEMENTS.
INSIDE THE EXCAVATION LIMITS, LOWER THE WATER LEVEL AND HYDROSTATIC PRESSURE HEAD IN THE
SOIL TO A MINIMUM OF 2 FT BELOW THE EXCAVATION LEVEL, IN ADVANCE OF EXCAVATION, TO PREVENT
DISTURBANCE OF FOUNDATION BEARING SOILS. THE ENGINEER WILL MONITOR THE PERFORMANCE OF
THE SYSTEM(S) TO EVALUATE THE EFFECTIVENESS OF THE DEWATERING AND GROUNDWATER CONTROL.
5. SAND DEPRESSURIZATION: IN ADDITION TO PUMPING FROM SUMPS WITHIN THE EXCAVATION TO COLLECT
FREE WATER, THE CONTRACTOR WILL BE REQUIRED TO DESIGN AND INSTALL A TEMPORARY
DEPRESSURIZATION SYSTEM TO LOWER PIEZOMETRIC LEVELS IN THE GRANULAR SOILS BELOW THE
LACUSTRINE CLAY. CONTRACTOR SHALL INSTALL A SERIES OF DEWATERING WELLS, SCREENED AND
ISOLATED IN THE SAND DEPOSITS UNDERNEATH THE CLAY, THAT WILL BE PUMPED TO LOWER THE
PIEZOMETRIC LEVEL IN THE SAND TO AN ELEVATION THAT WILL DEVELOP A MINIMUM FACTOR OF SAFETY
OF 1.1 AGAINST UPLIFT OF THE CLAY CONFINING THE UNDERLYING SAND. THE NUMBER, LOCATIONS, AND
SCREEN LENGTHS OF DEWATERING WELLS NEED TO CONSIDER ALL INTERIM,TEMPORARY
CONSTRUCTION CONDITIONS, INCLUDING BUT NOT LIMITED TO:
A. POST-DEMOLITION CONDITION OF EXISTING BUILDINGS WHERE FOUNDATIONS ARE TO REMAIN;
B. EXCAVATION IN PREVIOUSLY UN-EXCAVATED AREAS (WHERE STRUCTURES DO NOT CURRENTLY
EXIST).
6. DURING DEMOLITION AND CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING VIBRATION LEVELS ASSOCIATED WITH THEIR ACTIVITIES BELOW A THRESHOLD VALUE (TV)
AND LIMITING VALUE (LV) OF 0.07 TO 0.1 IPS AND 0.1 TO 0.2 INCHES PER SECOND (IPS), RESPECTIVELY,
FOR VIBRATIONS MEASURED ON THE GROUND SURFACE IMMEDIATELY ADJACENT TO THE EAST WALL OF
BURTON HALL AND MCCONNELL HALL AND THE NORTH WALL OF FORD HALL. THE OWNER WILL BE
CONDUCTING VIBRATION MONITORING USING ENGINEERING SEISMOGRAPHS DURING VIBRATION
GENERATING ACTIVITIES.
7. TEMPORARY LATERAL EARTH SUPPORT INCLUDING BUT NOT LIMITED SHEETING, SHORING, AND BRACING,
AND UNDERPINNING OF EXISTING STRUCTURES AND DESIGN OF SAME SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
8. FOR THE CONDITION OF PLACEMENT OF A NEW MAT FOUNDATION ABOVE AN EXISTING MAT FOUNDATION
IN THE NORTHERN PORTION OF THE BUILDING, FOR PRICING PURPOSES, ASSUME THE INFILL BACKFILL
MATERIAL CONSISTS OF 3/8 IN. AGGREGATE SIZE, ROTARY KILN DRIED, EXPANDED SHALE AGGREGATE BY
NORLITE CORPORATION, COHOES, NY, HAVING AN IN-PLACE COMPACTED DRY UNIT WEIGHT BETWEEN 70
AND 80 POUNDS PER CUBIC FOOT (PCF), AND MEETING THE REQUIREMENTS OF ASTM C-330, OR
EQUIVALENT, AS PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. NO BYPRODUCT
SLAGS, CINDERS, OR BYPRODUCTS OF COAL COMBUSTION SHALL BE PERMITTED. THE MAXIMUM
SOUNDNESS LOSS WHEN TESTED WITH FIVE CYCLES OF MAGNESIUM SULFATE SHALL BE 10% IN
ACCORDANCE WITH ASTM C-88.
9. FOUNDATIONS MATS SHALL BEAR ON UNDISTURBED MATERIAL. MAT EXCAVATIONS SHALL BE FINISHED
WITH A SMOOTH BLADE AND ON THE SAME DAY COVERED WITH A MUD MAT.
10. MAKE NO EXCAVATIONS TO THE FULL DEPTH INDICATED WHEN FREEZING TEMPERATURES MAY BE
EXPECTED, UNLESS FOUNDATIONS OR SLABS CAN BE PLACED IMMEDIATELY AFTER THE EXCAVATION HAS
COMPLETED. PROTECT EXCAVATIONS FROM NEGATIVE WEATHER IMPACTS SUCH AS WATER OR FROST.
BEARING SURFACES SHALL BE PROTECTED AGAINST FREEZING BEFORE AND DURING CONSTRUCTION
USING INSULATING BLANKETS, GROUND HEATERS, AND/OR TENTING AND HEATING. STRUCTURES SHALL
BE BACKFILLED TO A SUFFICIENT DEPTH AS SOON AS POSSIBLE AFTER THEY ARE CONSTRUCTED FOR
PROTECTION OF THE SUBGRADES AGAINST FREEZING.
11. NO FOUNDATION CONCRETE SHALL BE PLACED IN WATER OR ON FROZEN GROUND.
12. FINISHED EXCAVATIONS SHALL BE OBSERVED AND ACCEPTED BY THE OWNERS
REPRESENTATIVE/ENGINEER BEFORE PLACEMENT OF CONCRETE.
13. CONTROL SURFACE WATER AND GROUNDWATER DURING THE WORK SO THAT FOUNDATIONS ARE
CONSTRUCTED IN THE DRY AND ON UNDISTURBED SOILS.
14. DO NOT BACKFILL AGAINST CONCRETE WALLS UNTIL PERMANENT LATERAL STRUCTURAL SUPPORT
SYSTEM IS IN PLACE AND OF FULL STRENGTH.
15. ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 4'-0" BELOW FINAL GRADE.
16. CONCRETE SHALL BE POURED IN DRY EXCAVATIONS. CONTRACTOR SHALL NOTE SOIL AND WATER
CONDITIONS AS SHOWN BY BORINGS INCLUDED IN THE REFERENCED GEOTECHNICAL SUBSURFACE
INVESTIGATION REPORT(S) AND DEPTHS OF FOOTING AS SHOWN ON FOUNDATION PLANS.
CONCRETE
1. ALL CONCRETE WORK SHALL CONFORM TO THE ACI FOLLOWING GOVERNING STANDARDS.
A. AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR CONCRETE" (ACI
318).
B. ACI "MANUAL OF CONCRETE PRACTICE", LATEST EDITION.
C. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE", LATEST
EDITION.
2. ALL CONCRETE COMPOSITE ON METAL DECK SHALL BE LIGHT WEIGHT CONCRETE WITH A MINIMUM
COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED.
3. ALL OTHER CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE
STRENGTH OF 4,500 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED.
4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 OR A775 EPOXY
COATED WHEN CALLED OUT ON PLAN. REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI
"DETAILS AND DETAILING OF REINFORCEMENT" (ACI 315).
5. REINFORCING STEEL TO BE WELDED TO CONFORM TO ASTM A706 GRADE 60.
6. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A1064, WITH A MINIMUM YIELD STRENGTH OF
65,000 PSI.
7. COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES
DRAWINGS. MINIMUM CONCRETE BETWEEN SLEEVES SHALL BE 6".
8. ALL GROUT SHALL BE NO SHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI.
9. PROVIDE CLEARANCE FROM FACE OF CONCRETE TO REINFORCEMENT AS FOLLOWS:
A. FLOOR SLABS: 3/4"
B. MAT SLABS: 3"
C. BEAMS & COLUMNS: 1-1/2"
D. FOOTINGS: 3"
E. EXTERIOR WALLS: 2" FOR #6 OR LARGER, 1-1/2" FOR #5 OR SMALLER
F. INTERIOR WALLS: 3/4"
10. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO
CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS.
11. CLEAN AND ROUGHEN TO 1/4" AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE CLEAN AND
ROUGHEN TO 1/4" AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW CONCRETE PRIOR
TO PLACEMENT.
12. SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS, INSERT AND
EMBED ITEMS.
13. REINFORCING DOWELS, WATER STOPS, AND OTHER EMBED ITEMS SHALL BE INSTALLED AND SECURED
PRIOR TO CONCRETE PLACEMENT. "WET-SETTING" OF EMBEDDED ITEMS IS NOT PERMITTED.
STEEL DECK
1. METAL DECKING WORK SHALL CONFORM TO THE AISI NORTH AMERICAN "SPECIFICATION FOR THE
DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS."
2. METAL DECKING UNITS AND ACCESSORY ITEMS SHALL BE FORMED FROM STEEL SHEETS CONFORMING
TO ASTM A611 OR A653 WITH A MINIMUM YIELD STRENGTH OF 33,000 PSI. BEFORE FORMING, THE STEEL
SHEET SHALL RECEIVE A HOT DIP GALVANIZED COATING CONFORMING TO ASTM A653, GRADE 90.
3. METAL DECKING SHALL BE SHORED AS REQUIRED BY PLANS OR BY SPAN AND LOAD CONDITIONS TO
SUPPORT WET WEIGHT OF CONCRETE AND ALL CONSTRUCTION LOADS.
4. THE SIDE LAPS OF ADJACENT UNITS SHALL BE FASTENED BY APPROVED METHOD (TO BE SHOWN ON
SHOP DRAWINGS) BETWEEN SUPPORTS, AT INTERVALS TO PROVIDE SUFFICIENT DIAPHRAGM STRENGTH
TO MAINTAIN BUILDING ALIGNMENT AND TO SUSTAIN LOCAL CONSTRUCTION LOADS WITHOUT
DISTORTION OR SEPARATION, MAXIMUM SPACING SHALL BE 3'-0" BETWEEN SUPPORT BEAMS. END LAPS
OF SHEETS SHALL BE A MINIMUM OF 2 INCHES.
5. EXCEPT AS OTHERWISE NOTED, DECK SHALL BE ATTACHED TO STRUCTURAL STEEL BY 3/4"Ø FUSION
WELDS @12" ON CENTER. AT END AND INTERIOR SUPPORTS PERPENDICULAR TO THE DECK SPAN AND AT
EDGE AND INTERIOR SUPPORTS PARALLEL TO THE DECK SPAN. WELDS MAY BE OMITTED IN RIBS IN
WHICH SHEAR CONNECTORS ARE TO BE APPLIED, EXCEPT THAT EACH DECK SECTION SHALL HAVE
SUFFICIENT WELDS TO ADEQUATELY SECURE THE DECK, BRING THE DECK INTO DIRECT CONTACT WITH
THE SUPPORTING STEEL AND TO PROVIDE SUFFICIENT DIAPHRAGM STRENGTH TO MAINTAIN BUILDING
ALIGNMENT.
6. PRIOR TO FABRICATION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE METAL DECKING
SHOWING DECK GAUGE, SIZE, AND LAYOUT AS WELL AS CLOSURE CONDITIONS, WELDS TO SUPPORTS
AND SIDE LAP DETAILS.
7. ALL REINFORCED OPENINGS IN METAL DECK SHALL BE INSTALLED BY METAL DECK SUBCONTRACTOR.
METAL DECK SUBCONTRACTOR TO PROVIDE REINFORCING AS PER TYPICAL DETAILS.
8. AT METAL DECK WITHOUT CONCRETE FILL THE FOLLOWING MAY BE ATTACHED WITHOUT SPECIFIC
APPROVAL OF THE STRUCTURAL ENGINEER: ACOUSTICAL TILE AND GYPSUM BOARD CEILING ONLY; NO
PIPING, DUCTING OR CONDUIT. MAXIMUM CEILING WEIGHT = 3.5 PSF. MAXIMUM WIRE HANGER LOAD = 60
LBS.
9. WHERE SUSPENSION OF HANGER WIRES ARE REQUIRED BY OTHERS, VERIFY AND COORDINATE
LOCATIONS, PATTERNS, SPACING, ETC. WITH THE APPROPRIATE TRADE. DRILL OR PUNCH HOLES AT
BOTTOM OF DECK FLUTES OF SUFFICIENT SIZE TO PASS SUPPORT WIRES. WIRE SUPPORTS HALL BE
LOOPED AND SECURED WITH A MINIMUM OF THREE (3) TIGHT TURNS AROUND A MINIMUM 1-1/2" x 12"
LONG FURRING CHANNEL OR NO. 3x12" LONG REINFORCING BAR CENTERED ABOVE THE HOLE AND LAID
IN THE DECK FLUTES.
POST INSTALLED ADHESIVE AND MECHANICAL ANCHORS
1. POST INSTALLED ANCHORAGE SHALL BE INSTALLED PER MANUFACTURER TECHNICAL DATA TO INTACT
BASE MATERIAL. FOR INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED
TO SUPPORT SUSTAINED TENSION LOADS, THE CONTRACTOR SHALL ARRANGE AN ANCHOR
MANUFACTURER'S REPRESENTATIVE TO PROVIDE ON-SITE INSTALLATION TRAINING FOR THE
ANCHORING PRODUCTS SPECIFIED. PROVIDE STRUCTURAL ENGINEER OF RECORD WITH DOCUMENTED
CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED
PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS PER ACI 318 APPENDIX D SECTION 9. NOTIFY
ENGINEER OF RECORD PRIOR TO INSTALLATION IF BASE MATERIAL CONDITION DEVIATES FROM
STRUCTURAL DRAWINGS OR MANUFACTURER TECHNICAL DATA. ALL HOLES SHALL BE DRY CONCRETE
AND HAMMER DRILLED UNLESS OTHERWISE NOTED.
2. MANUFACTURER DATA FOR ALTERNATE ANCHORAGE PROPOSED BY CONTRACTOR SHALL BE
SUBMITTED TO ENGINEER OF RECORD FOR REVIEW AND APPROVAL. ANCHOR CAPACITY USED IN
DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY HILTI OR SUCH OTHER METHOD AS
APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. SUBSTITUTION REQUESTS FOR ALTERNATE
PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO
USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED
PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT.
SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC-ESR SHOWING COMPLIANCE WITH THE
RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY AND
AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL
ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE AND MUST
PROVIDE INFORMATION ON THESE ITEMS.
3. UNLESS OTHERWISE INDICATED, POST INSTALLED ANCHORAGE SHALL BE ADHESIVE TYPE HILTI HIT -HY
200 INTO CONCRETE, GROUT FILLED CMU OR STONE BASE MATERIAL OR HILTI HIT -HY 70 INTO BRICK
MASONRY OR UNGROUTED CMU BASE MATERIAL.
4. EXISTING REINFORCING BARS IN THE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS.
UNLESS NOTED ON THE DRAWINGS THAT THE EXISTING REBAR'S CAN BE CUT, THE CONTRACTOR SHALL
REVIEW THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE TO LOCATE THE POSITION OF
THE REINFORCING BARS BY A MEANS APPROVED BY THE ENGINEER OF RECORD.
SPECIAL INSPECTIONS (IBC)
1. INSPECTIONS REQUIRED BY THE LOCAL JURISDICTION SHALL BE PERFORMED BY A TESTING AGENCY
PROVIDED BY THE OWNER FOR THE FOLLOWING ITEMS:
A. STEEL CONSTRUCTION (IBC 1705.2.1, AISC 360)
a. WELDING (1705.2.1, AISC 360)
b. DETAILS (1705.2.1, AISC 360)
c. HIGH-STRENGTH BOLTING (1705.2.1, AISC 360)
B. CONCRETE CONSTRUCTION (IBC 1705.3, TABLE 1705.3)
a. MATERIALS (IBC 1705.3.2)
C. MASONRY CONSTRUCTION (IBC 1705.4)
D. SOILS (IBC 1705.6, TABLE 1705.6)
E. CAST-IN-PLACE DEEP FOUNDATIONS (1705.8)
2. THE TESTING AGENCY FOR THE INSPECTIONS SHALL FILE ALL APPROPRIATE FORMS WITH THE BUILDING
DEPARTMENT
DEMOLITION NOTES
1. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF ALL APPLICABLE FEDERAL, STATE AND
LOCAL SAFETY AND HEALTH REGULATIONS REGARDING THE DEMOLITION OF STRUCTURES INCLUDING
ANSI/NFPD 2411-BUILDING CONSTRUCTION AND DEMOLITION OPERATIONS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY ADJACENT BUILDING TO REMAIN.
3. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF MASSACHUSETTS, WHO SHALL DESIGN AND SUPERVISE INSTALLATION OF ALL UNDERPINNING
AND SHORING.
4. THE CONTRACTOR SHALL SUBMIT A WRITTEN NOTIFICATION IF, DURING THE WORK OF DEMOLITION
AND CUTTING, CONDITIONS ARE DISCOVERED WHICH SIGNIFICANTLY VARY FROM THOSE SHOWN OF
THE DRAWINGS.
5. SHOP DRAWINGS SHALL BE SUBMITTED WITH THE SEAL OF THE PROFESSIONAL ENGINEER ENGAGED BY
CONTRACTOR.
6. THE CONTRACTOR FOR THE WORK OF THIS SECTION SHALL BE HELD TO HAVE VISITED THE SITE,
EXAMINED THE PREMISES, DETERMINED FOR HIMSELF THE EXISTING CONDITIONS, CHARACTER OF
EQUIPMENT AND FACILITIES NEEDED FOR THE PERFORMANCE OF THE WORK, AND ALL MATTERS WHICH
MAY IN ANY WAY AFFECT THE WORK BEFORE SUBMITTING A BID.
7. INFORMATION REGARDING EXISTING CONSTRUCTION OR CONDITIONS IS BASED ON AVAILABLE RECORD
DRAWINGS WHICH MAY OR MAY NOT TRULY REFLECT EXISTING CONDITIONS. SUCH INFORMATION IS
INCLUDED ON THE ASSUMPTION THAT IT MAY BE OF INTEREST TO THE CONTRACTOR, BUT THE
ARCHITECT, CONSTRUCTION MANAGER, OWNER AND THEIR CONSULTANTS DO NOT ASSUME
RESPONSIBILITY FOR ITS ACCURACY OR COMPLETENESS.
8. THE CONTRACTORS SHALL ACCEPT THE CONDITION OF THE SITE AND STRUCTURES AS FOUND. THE
ARCHITECT, CONSTRUCTION MANAGER AND OWNER ASSUME NO RESPONSIBILITY FOR CONDITION OF
SITE OR STRUCTURES NOT THE CONTINUATION OF THE CONDITION EXISTING AT TIME OF BIDDING OR
THEREAFTER.
9. ITEMS OF SALVAGEABLE VALUE TO THE CONTRACTOR MAY BE REMOVED FROM THE STRUCTURE AS
THE WORK PROGRESSES. SALVAGED ITEMS MUST BE TRANSPORTED FROM THE SITE AS THEY ARE
REMOVED.
10. STORAGE OR SALE OF REMOVED ITEMS ON THE SITE WILL NOT BE PERMITTED.
11. THE USE OF EXPLOSIVES WILL NOT BE PERMITTED.
12. CONDUCT DEMOLITION OPERATIONS AND THE REMOVAL OF DEBRIS TO ENSURE MINIMUM
INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT OCCUPIED OR USED FACILITIES.
13. DO NOT CLOSE OR OBSTRUCT STREET, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT
PERMISSION FROM AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND
CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY GOVERNING REGULATIONS.
14. MAINTAIN ANY EXISTING UTILITIES REQUIRED TO REMAIN; KEEP IN SERVICE AND PROTECT AGAINST
DAMAGE DURING DEMOLITION OPERATIONS.
15. DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITIES, EXCEPT WHEN
AUTHORIZED IN WRITING BY AUTHORITIES HAVING JURISDICTION.
16. DISCONNECT AND SEAL ANY ABANDONED UTILITIES BEFORE STARTING DEMOLITION OPERATIONS.
COORDINATE ALL WORK WITH LOCAL UTILITY COMPANIES HAVING JURISDICTION.
17. BEFORE COMMENCING ANY ALTERATION OR DEMOLITION WORK, SUBMIT FOR REVIEW BY THE
ARCHITECT, CONSTRUCTION MANAGER AND APPROVAL OF THE OWNER, A SCHEDULE SHOWING THE
COMMENCEMENT, THE ORDER, AND THE COMPLETION DATES FOR THE VARIOUS PARTS OF THIS WORK.
18. CONTRACTOR WILL TAKE FULL PRECAUTIONS TO PROTECT WORKMAN, PASSERS-BY OR ANY OTHER
PERSONS FROM FALLING DEBRIS AND OTHER HAZARDS OF DEMOLITION OPERATIONS.
19. CONTRACTOR WILL EXECUTE DEMOLITION WORK TO INSURE PROTECTION OF EXISTING PORTIONS OF
BUILDING TO REMAIN AGAINST DAMAGES WHICH MIGHT OCCUR FROM FALLING DEBRIS OR OTHER
CAUSE. DO NOT INTERFERE WITH USE OF ADJACENT OCCUPIED BUILDINGS AND AREAS. MAINTAIN
FREE, SAFE PASSAGE TO AND FROM OCCUPIED ADJACENT BUILDINGS.
20. CONTRACTOR WILL NOT LOAD STRUCTURE WITH WEIGHT THAT WILL ENDANGER, OVERLOAD OR CAUSE
EXCESSIVE DEFLECTION OF THAT EXISTING STRUCTURE, OR THAT WILL DAMAGE FINISHED SURFACES
ADJACENT TO AND/OR SUPPORTED BY THE EXISTING STRUCTURE, EXCEPT PORTIONS BEING REMOVED.
21. CONTRACTOR WILL NOT EMPLOY ANY CONSTRUCTION OPERATION EQUIPMENT OR VEHICLES THAT
WILL ENDANGER, OVERLOAD OR CAUSE EXCESSIVE DEFLECTION OF THE EXISTING STRUCTURE, OR
THAT WILL DAMAGE FINISHED SURFACES ADJACENT TO AND/OR SUPPORTED BY THE EXISTING
STRUCTURE, EXCEPT PORTIONS BEING REMOVED.
22. CONTRACTOR WILL TAKE PRECAUTIONS TO GUARD AGAINST MOVEMENT, SETTLEMENT, DAMAGE, OR
COLLAPSE OF ANY PART OF BUILDING, SIDEWALKS ADJACENT PROPERTY OR STREET PASSAGES; BE
LIABLE FOR ANY SUCH MOVEMENT, SETTLEMENT OR COLLAPSE. IF SUCH DAMAGE DOES
ACCIDENTALLY OCCUR, CONTRACTOR SHALL REPAIR PROMPTLY AT NO COST TO OWNER.
23. CONTRACTOR WILL PROVIDE THE NECESSARY SAFEGUARDS TO PREVENT ACCIDENTS, TO AVOID ALL
NECESSARY HAZARDS AND PROTECT THE PUBLIC, THE WORK AND PROPERTY AT ALL TIMES, INCLUDING
SATURDAYS, SUNDAYS AND HOLIDAYS.
24. CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY ARISE OR OCCUR TO ANY
PARTY WHATSOEVER BY REASON OF THE NEGLECT IN PROVIDING PROPER LIGHTS, GUARDS,
BARRIERS, OR ANY OTHER SAFEGUARD TO PREVENT DAMAGES TO PROPERTY, LIFE AND LIMB.
25. CONTRACTOR WILL MAKE SUCH EXPLORATIONS AND PROBES AS ARE NECESSARY TO ASCERTAIN ANY
REQUIRED PROTECTIVE MEASURES BEFORE PROCEEDING WITH DEMOLITION AND REMOVAL. GIVE
PARTICULAR ATTENTION TO SHORING AND BRACING REQUIREMENTS AS TO PREVENT ANY DAMAGE TO
EXISTING CONSTRUCTION.
26. PROVIDE INTERIOR AND EXTERIOR SHORING; BRACING, OR SUPPORT TO PREVENT MOVEMENT,
SETTLEMENT OR COLLAPSE OF STRUCTURES TO BE DEMOLISHED AND ADJACENT FACILITIES TO
REMAIN. A PROFESSIONAL ENGINEER SHALL ADVISE ON BRACING, SHORING, UNDERPINNING, OR OTHER
STRUCTURAL REQUIREMENTS. THE CONTRACTOR SHALL BEAR ALL RESPONSIBILITY FOR PREVENTION
OF MOVEMENT OR OTHER STRUCTURAL FAULT.
27. TAKE NECESSARY PRECAUTIONS TO PREVENT DUST AND DIRT FROM RISING BY WETTING DEMOLISHED
MASONRY, CONCRETE, PLASTER, AND SIMILAR DEBRIS. PROTECT UNALTERED PORTIONS OF THE
EXISTING BUILDING AFFECTED BY THE OPERATIONS UNDER THIS SECTION BY DUST-PROOF PARTITIONS
AND OTHER ADEQUATE MEANS.
28. PROVIDE ADEQUATE FIRE PROTECTION IN ACCORDANCE WITH LOCAL FIRE DEPARTMENT
REQUIREMENTS. 28. TAKE NECESSARY PRECAUTIONS TO PREVENT DUST AND DIRT FROM RISING BY
WETTING DEMOLISHED MASONRY, CONCRETE, PLASTER, AND SIMILAR DEBRIS. PROTECT UNALTERED
PORTIONS OF THE EXISTING BUILDING AFFECTED BY THE OPERATIONS UNDER THIS SECTION BY DUST-
PROOF PARTITIONS AND OTHER ADEQUATE MEANS.
29. DO NOT CLOSE OR OBSTRUCT WALKWAYS, PASSAGEWAYS, OR STAIRWAYS WITHOUT THE
AUTHORIZATION OF THE ARCHITECT. DO NOT STORE OR PLACE MATERIALS IN PASSAGEWAYS, STAIRS,
OR OTHER MEANS OF EGRESS. CONDUCT OPERATIONS WITH MINIMUM TRAFFIC INTERFERENCE.
30. H GEOTECHNICAL REQUIREMENTS TO CONTROL EFFECTS ON EXISTING SOILS AND FOUNDATIONS.
CONCRETE FILLED PIPE PILE
1. THE CONTRACTOR SHALL EXAMINE THE SITE AND BORING LOGS AS WELL AS ALL AVAILABLE
SUBSURFACE INFORMATION. THE CONTRACTOR SHALL, ON HIS OWN JUDGMENT, ORDER THE
APPROPRIATE LENGTH OF PILE TO OBTAIN THE REQUIRED MINIMUM LENGTH AND CAPACITY. BEFORE
START OF PILE PRODUCTION, HE MAY, AT HIS OWN EXPENSE, DRIVE TEST PILE TO DETERMINE THE
ORDERING LENGTHS REQUIRED.
2. A PILE IDENTIFICATION PLAN WITH ALL PILES NUMBERED CHRONOLOGICALLY SHALL BE PREPARED BY
THE CONTRACTOR AND SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL.
3. PILES SHALL BE INSTALLED IN ORDER TO INSURE A MINIMUM CAPACITY OF 100 TONS PER PILE, AND IN
ACCORDANCE WITH CRITERIA ESTABLISHED BY APPROVED LOAD TEST(S), AS DOCUMENTED AND FILED
WITH MA STATE THE BUILDING DEPARTMENT. THE LOAD TEST(S) SHALL BE DIRECTED BY A LICENSED
PROFESSIONAL ENGINEER WHO SHALL CERTIFY THE PIPE PILE, CONCRETE FILLING, REINFORCEMENT,
INSTALLATION, AND TESTING.
4. THE NUMBER AND LOCATION OF THE IPILES SHALL BE AS SHOWN ON THE APPROVED DRAWINGS.
5. MINIMUM PILE LENGTH SHALL BE AS REQUIRED BY THE MA STATE BUILDING CODE. PILE SHOES (POINTS)
SHALL BE REQUIRED OR PILE SHALL BE DRILLED AND SOCKETED INTO ROCK IN ORDER TO REACH THE
MINIMUM DEPTH OR CAPACITY.
6. NO PILE SHALL BE MORE THAN 3" (INCHES) FROM ITS DESIGN LOCATION, NOR OUT OF PLUMB MORE
THAN 2% OF ITS LENGTH. THE ABOVE TOLERANCES SHALL BE APPLIED AFTER PILE CUT-OFF ELEVATION.
7. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO OBTAIN ADEQUATE PILE CAPACITY,
INCLUDING JETTING, SPUDDING, PRE-AUGERING, ROCK DRILLING, SOCKETING, ETC.
8. A SURVEY AND DRAWING SHALL BE PREPARED OF THE LOCATION OF EACH PILE AS DRIVEN AND
TOGETHER WITH THE PILE LOG SHALL BE SUBMITTED TO THE ENGINEER FOR DETERMINATION OF
CORRECTIVE MEASURES OR FOR APPROVAL. PILE CUT-OFF SHALL ALSO BE INDICATED FOR EACH PILE.
9. THE DRAWING SHALL BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER RETAINED BY
THE CONTRACTOR. NOTE: PLACEMENT OF REINFORCEMENT AND PILE CONCRETE SHALL NOT BE
UNDERTAKEN UNTIL APPROVAL IS OBTAINED FROM THE ENGINEER.
10. CONCRETE FOR PILING SHALL BE STONE AGGREGATE CONCRETE HAVING A MINIMUM COMPRESSIVE
STRENGTH OF 4000 PSI AT 28 DAYS. REFER TO PILING SPECIFICATION FOR CEMENT TYPE AND
AGGREGATE GRADATION.
11. THE CONTRACTOR IS REFERRED TO "CONCRETE FILLED STEEL PIPE PILES" SPECIFICATIONS FOR WORK
INCLUDED, MATERIAL, EQUIPMENT, APPLICABLE STANDARDS, RELATED WORK, AND OTHER
REQUIREMENTS RELATIVE TO PILE FOUNDATION INSTALLATION AS NECESSARY FOR PROJECT WORK.
SAID SPECIFICATION IS INCORPORATED BY REFERENCE AND DEEMED PART OF THESE DRAWINGS AND
CONTRACT. THE ENGINEER IS THE SOLE INTERPRETER OF THE DRAWINGS AND SPECIFICATION.
STANDARD ABBREVIATIONS
ADD'L ADDITIONAL
ADJ.ADJACENT
A/E DESIGN TEAM OF RECORD
ALT.ALTERNATE
ANCH.ANCHOR
APPROX. APPROXIMATE/APPROXIMATELY
ARCH.ARCHITECT/ARCHITECTURAL
BLDG.BUILDING
BM. BEAM
B.O.BOTTOM OF
BOT.BOTTOM
BRG.BEARING
BSMT.BASEMENT
CANT.CANTILEVER
CFS COLD FORMED STEEL
C.I.P.CAST IN PLACE
C.J. CONTRACTION JOINT
CLG.CEILING
CLR.CLEAR
CMU CONCRETE MASONRY UNIT
COL.COLUMN
COMP.COMPOSITE
CONC.CONCRETE
CONST.CONSTRUCTION
CONT.CONTINUOUS
COORD.COORDINATE/COORDINATION
CONTR.CONTRACTOR
COTR CONTRACT OFFICER'S
TECHNICAL REPRESENTATIVE
CTR.CENTER
DBL.DOUBLE
DEMO DEMOLITION/DEMOLISH
DIA.DIAMETER
DIAG.DIAGONAL
DIM.DIMENSION
D.L. DEAD LOAD
DN. DOWN
DTL.DETAIL
DWG(S)DRAWING(S)
DWL.DOWEL
EA. EACH
E.F. EACH FACE
E.J. EXPANSION JOINT
EL. ELEVATION
ELEC.ELECTRICAL
ELEV.ELEVATOR
EMBED.EMBEDMENT
E.O.EDGE OF
ENGR. ENGINEER
E.O.R. ENGINEER OF RECORD
EQ. EQUAL
E.S. EACH SIDE
E.W. EACH WAY
EXP. EXPANSION
EXT. EXTERIOR
FDN. FOUNDATION
FIN. FINISH
FLR. FLOOR
FRMG. FRAMING
F.S. FAR SIDE
FT. FEET
FTG. FOOTING
GA. GAGE
GALV. GALVANIZED
G.B. GRADE BEAM
HDR. HEADER
HGR. HANGER
HORIZ. HORIZONTAL
H.P. HIGH POINT
HT. HEIGHT
HVAC HEATING, VENTILATION, &
AIR CONDITIONING
I.D. INSIDE DIAMETER
I.F. INSIDE FACE
I.J. ISOLATION JOINT
INFO INFORMATION
INT. INTERIOR
JT. JOINT
K KIP
LB. POUND
L.L. LIVE LOAD
L.L.B.B. LONG LEGS BACK-TO-BACK
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
L.P. LOW POINT
L.W. LIGHTWEIGHT
L.W. LONG WAY
MAS. MASONRY
MAX. MAXIMUM
MECH. MECHANICAL
MEP MECH., ELECT., PLUMBING, & FIRE PROTECTION
MFR. MANUFACTURER
MIN. MINIMUM
MISC. MISCELLANEOUS
M.O. MASONRY OPENING
N.F. NEAR FACE
N.I.C. NOT IN CONTRACT
NO. NUMBER
N.S. NEAR SIDE
N.T.S. NOT TO SCALE
N.W. NORMAL WEIGHT
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
O.F. OUTSIDE FACE
OPNG. OPENING
OPP. OPPOSITE
PC. PIECE
P/C PRECAST
PED. PEDESTAL
PERP. PERPENDICULAR
PL. PLATE
PLF POUNDS PER LINEAR FOOT
PREFAB. PREFABRICATED
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
P-T POST-TENSIONED
REINF. REINFORCE(D)/REINFORCEMENT
REQ'D REQUIRED
REV. REVISION
SCHED. SCHEDULE
SECT. SECTION
S.I.F. STEP IN FOOTING
S.L.B.B. SHORT LEGS-BACK-TO-BACK
SIM. SIMILAR
S.O.G. SLAB ON GRADE
SPEC. SPECIFICATION
SQ. SQUARE
S.S. STAINLESS STEEL
STD. STANDARD
STIFF. STIFFENER
STL. STEEL
S.W. SHORT WAY
SYM. SYMMETRIC
T & B TOP & BOTTOM
TEMP. TEMPORARY/TEMPERATURE
THK. THICK(NESS)
T.O. TOP OF
TR. TRANSFER
TYP. TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
VERT. VERTICAL
W/ WITH
W.P. WORK POINT
W.W.R. WELDED WIRE REINFORCEMENT
# NUMBER/SIZE
Ø DIAMETER
NO. NUMBER
N.S. NEAR SIDE
N.T.S. NOT TO SCALE
N.W. NORMAL WEIGHT
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
O.F. OUTSIDE FACE
OPNG. OPENING
OPP. OPPOSITE
PC. PIECE
P/C PRECAST
PED. PEDESTAL
PERP. PERPENDICULAR
PL. PLATE
PLF POUNDS PER LINEAR FOOT
PREFAB. PREFABRICATED
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
P-T POST-TENSIONED
REINF. REINFORCE(D)/REINFORCEMENT
REQ'D REQUIRED
REV. REVISION
SCHED. SCHEDULE
SECT. SECTION
S.I.F. STEP IN FOOTING
S.L.B.B. SHORT LEGS-BACK-TO-BACK
SIM. SIMILAR
S.O.G. SLAB ON GRADE
SPEC. SPECIFICATION
SQ. SQUARE
S.S. STAINLESS STEEL
STD. STANDARD
STIFF. STIFFENER
STL. STEEL
S.W. SHORT WAY
SYM. SYMMETRIC
T & B TOP & BOTTOM
TEMP. TEMPORARY/TEMPERATURE
THK. THICK(NESS)
T.O. TOP OF
TR. TRANSFER
TYP. TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
VERT. VERTICAL
W/ WITH
W.P. WORK POINT
W.W.R. WELDED WIRE REINFORCEMENT
# NUMBER/SIZE
Ø DIAMETER
STANDARD ABBREVIATIONS FOR EXISTING STRUCTURES
C.I. CAST IRON
(E) EXISTING MEMBER OR DIMENSION
EXIST. EXISTING
T.C. TERRACOTA
U-P UNDERPINNING
V.I.F. VERIFY IN FIELD
STRUCTURAL STEEL
1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS:
A. AISC 360 "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" AND AISC 303 "CODE OF STANDARD PRACTICE
FOR STEEL BUILDINGS AND BRIDGES.
B. AMERICAN WELDING SOCIETY (AWS D1.1) "STRUCTURAL WELDING CODE -STEEL"
2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS:
A. WIDE FLANGE BEAMS, COLUMNS, AND STRUCTURAL TEES: ASTM A992
B. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B
C. STRUCTURAL PIPE SECTIONS: ASTM A53, GRADE B
D. CHANNELS, ANGLES, AND PLATES: ASTM A36 UNLESS OTHERWISE NOTED.
E. STRUCTURAL STEEL PLATE COLUMNS SHALL BE ASTM A572 GRADE 50 HAVING A MINIMUM YIELD POINT OF 50,000
PSI. GRADE 42 HAVING A MINIMUM YIELD POINT OF 42,000 PSI FOR THICKNESS GREATER THAN 4".
F. BOLTED CONNECTIONS OF BEAMS/GIRDERS ARE TO BE DESIGNED AS FOLLOWS:
a. STANDARD BEAM TO BEAM/GIRDER: ASTM F3125, GRADES A325, F1852, A490 OR F2280 BOLTS IN BEARING
TYPE CONNECTIONS (3/4" DIAMETER MINIMUM WITH HARDENED WASHERS).
b. BEAM/GIRDER TO COLUMN CONNECTIONS, MOMENT CONNECTIONS, BRACED FRAME CONNECTIONS: ASTM
F3125, GRADES A325, F1852, A490 OR 2280 BOLTS IN SLIP CRITICAL CONNECTIONS (3/4" DIAMETER MINIMUM
WITH HARDENED WASHERS). FAYING SURFACE SHALL BE CLASS A UNLESS OTHERWISE NOTED.
c. PER AISC 341, ALL BOLTS SHALL BE INSTALLED AS PRETENSIONED HIGH STRENGTH BOLTS AND MEET THE
REQUIREMENTS FOR SURFACE PREPARATIONS FOR SLIP CRITICAL CONNECTIONS. THE AVAILABLE SHEAR
STRENGTH OF BOLTED JOINTS USING STANDARD HOLES SHALL BE CALCULATED AS THAT FOR BEARING
TYPE JOINTS.
G. ANCHOR BOLTS: ASTM F1554, GRADE 36.
H. STRUCTURAL STEEL NOTED TO BE STAINLESS STEEL SHALL BE ASTM A276 STAINLESS STEEL GRADE 304.
I. ALL STAINLESS STEEL BOLTS SHALL CONFORM TO ASTM F593 ALLOY 304.
J. ALL STAINLESS STEEL NUTS SHALL CONFORM TO ASTM F594 ALLOY 304.
3. STEEL CONNECTION SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS, AND SHALL BE SELECTED OR
COMPLETED BY AN EXPERIENCED STEEL DETAILER AND DESIGNED BY A LICENSED ENGINEER WORKING FOR THE
FABRICATOR, WHO SHALL PROVIDE CALCULATIONS, UTILIZING LFRD LOADS AND PROCEDURES.
A. UNLESS OTHERWISE NOTED ON PLAN, PROVIDE CONNECTIONS BASED ON MINIMUM SHEAR CAPACITY
REQUIREMENTS IN THE FOLLOWING TABLE.
B. REINFORCING IS TO BE PROVIDED AT CONNECTIONS WHERE CUTS REDUCE THE SHEAR OR MOMENT CAPACITY
BELOW THAT REQUIRED TO SUSTAIN THE REACTION. FLANGES AND WEB ARE TO BE REINFORCED WHERE THE
LOCAL CAPACITY TO SUSTAIN CONNECTION LOAD IS INADEQUATE.
C. CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND ECCENTRICITY, CONSIDERING THAT THE CONNECTION IS
AN EXTENSION OF THE BEAM AND GIRDERS.
MASONRY LINTELS LINTEL
4'-0" OR LESS L4x3-1/2x5/16 LLV
4'-1" to 7'-0"L6x3-1/2x5/16 LLV
A. 3-1/2" LEGS ARE HORIZONTAL.
B. PROVIDE ONE ANGLE FOR EACH 4" OF WALL THICKNESS.
C. PROVIDE L5x5x5/16 ANGLES FOR 6" THICK WALLS AND PARTITIONS WITH OPENINGS UP TO 6'-0".
D. PROVIDE MINIMUM 6" BEARING AT EACH END.
E. LINTELS OVER 6'-0" SHALL BE FIREPROOFED.
11. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW
AND APPROVAL. NO FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS.
12. PROVIDE MECHANICALLY GALVANIZED BOLTS FOR EXTERIOR APPLICATIONS.
MINIMUM SHEAR CAPACITY REQUIREMENTS
BEAM DEPTH
(NOMINAL)
MIN. SHEAR
CAPACITY LRFD
(Kips)
MIN. SHEAR
CAPACITY ASD
(Kips)
8", 10"16 24
12", 14"28 42
16"40 62
18"52 78
21"58 88
24", 27"72 108
30"84 126
33"94 142
36"102 155
40"+110 165
4. MINIMUM WELD SIZE IS 1/4" FILLET UNLESS NOTED OTHERWISE.
5. ALL BEAMS EXCEPT CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED WITH NATURAL CAMBER
UP. CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED SO THAT NATURAL CAMBER RAISES
CANTILEVER END.
6. FIELD CUTTING OR BURNING OF STEEL IS PROHIBITED EXCEPT WITH THE EXPRESS WRITTEN APPROVAL
OF THE STRUCTURAL ENGINEER OF RECORD. (IN WHICH CASE ALL BURNING OF STEEL MUST CONFORM
TO THE THERMAL CUTTING REQUIREMENTS OF AISC AND AWS)
7. WELDING SHALL BE PERFORMED BY CERTIFIED LICENSED, AWS-QUALIFIED WELDERS. ELECTRODES
SHALL BE AWS 5.1, CLASS E70XX (FOR ASTM A572 GRADE 50 KSI PLATE USE ELECTRODE E7018 OR
APPROVED EQUAL (OR ELECTRODES THAT MEET THE REQUIREMENT OF COATING MOISTURE LESS THAN
0.6%)). WELDING ELECTRODES FOR ASTM A276-97 STAINLESS STEEL, GRADE 304, SHALL CONFORM TO
AWS A5.4 FOR SHIELDED METAL ARC WELDING, ELECTRODE CLASS E304; OR AWS A5.9 FOR GAS METAL
ARC WELDING, ELECTRODE CLASS ER304, Ft=70 KSI.
8. SHOP PAINT EXTERIOR EXPOSED STEEL MEMBERS, STEEL MEMBERS NOT ENCASED IN CONCRETE OR
SPRAY FIREPROOFED, AND ALL STEEL MEMBERS AT THE EXTERIOR WALL WITH TNEMEC #10-99 OR
APPROVED EQUAL EXCEPT FOR MEMBERS TO BE HOT DIPPED GALVANIZED.
9. HOT DIP GALVANIZING SHALL CONFORM TO ASTM A123, REPAIR SCRATCHES OR ABRADED GALVANIZED
SURFACE WITH ZINC RICH PAINT. ALL EXTERIOR EXPOSED STEEL AND STEEL SUPPORTING EXTERIOR
SHALL BE HOT DIPPED GALVANIZED.
10. LINTELS SHALL BE INSTALLED OVER ALL OPENINGS IN MASONRY WALLS AS FOLLOWS:
DEMOLITION NOTES
30. ERECT TEMPORARY COVERED PASSAGEWAYS AT STREET LEVEL AS REQUIRED BY AUTHORITIES
HAVING JURISDICTION.
31. VERIFY THAT AREAS OF DEMOLITION WORK ARE PROTECTED AND TEMPORARY DUST-PROOF
PARTITIONS HAVE BEEN INSTALLED.
32. VERIFY THAT CONSTRUCTION TO BE REMOVED IS NOT LOAD BEARING OR HAS BEEN PROPERLY
BRACED, FRAMED OR SUPPORTED.
33. INSPECT EXISTING CONDITIONS OF THE PROJECT, INCLUDING ELEMENTS SUBJECT TO DAMAGE OR TO
MOVEMENT DURING DEMOLITION AND CUTTING. AFTER UNCOVERING WORK, INSPECT THE CONDITIONS
AFFECTING THE INSTALLATION OR PERFORMANCE OF THE WORK. REPORT DIFFERING OR
QUESTIONABLE CONDITIONS TO THE ARCHITECT IN WRITING; DO NOT PROCEED WITH THE WORK UNTIL
THE ARCHITECT HAS PROVIDED FURTHER INSTRUCTIONS.
34. PROVIDE ADEQUATE TEMPORARY SUPPORT AS NECESSARY TO ASSURE THE STRUCTURAL VALUE OR
INTEGRITY OF THE AFFECTED PORTION OF THE WORK.
35. PROVIDE DEVICES AND METHODS TO PROTECT OTHER PORTIONS OF THE PROJECT FROM DAMAGE.
36. USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO LIMIT THE
AMOUNT OF DUST AND DIRT RISING AND SCATTERING IN THE AIR TO THE LEVEL. COMPLY WITH
GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. DO NOT USE WATER WHEN
IT MAY CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS SUCH AS ICE, FLOODING, AND
POLLUTION.
37. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT AND DEMOLITION OPERATIONS.
RETURN ADJACENT AREAS TO CONDITION EXISTING PRIOR TO THE START OF THE WORK.
38. PROVIDE DRAINAGE FOR TEMPORARY WATER USE.
39. DO NOT CUT OR REMOVE CONSTRUCTION WHICH MIGHT WEAKEN OR IMPAIR THE STRUCTURAL
INTEGRITY OR STRENGTH OF THE STRUCTURAL FRAMING OR SUPPORT SYSTEMS WHICH ARE TO
REMAIN.
40. WHERE PORTIONS OF STRUCTURES ARE TO BE REMOVED, REMAINING PROTECTED FROM DAMAGE AND
PREPARED TO FIT NEW CONSTRUCTION. DAMAGE TO PORTIONS OF STRUCTURES TO REMAIN SHALL BE
REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
41. EXISTING WATERPROOFING SYSTEMS AND FLASHING SHALL BE CAREFULLY PROTECTED TO MAINTAIN
WORKABLE CONDITIONS OF FITTING NEW WORK CONSTRUCTION.
42. REMOVE STRUCTURAL FRAMING MEMBERS AND LOWER TO GROUND BY MEANS OF HOISTS, DERRICKS,
OR OTHER SUITABLE METHODS.
43. DESIGN, PROVIDE ERECT AND MAINTAIN NECESSARY TEMPORARY SHORING, OR SUPPORT WHERE
LOAD BEARING STRUCTURAL OR SUPPORTING MEMBERS WEAKENED BY CUTS OR OPENINGS OR ARE
SUBJECT TO DAMAGE FROM DEMOLITION OPERATIONS, AND OTHERWISE AS REQUIRED FOR SAFETY
OR TO PROTECT FINISH SURFACES FROM DAMAGE.
44. CONSTRUCTION AND ADEQUACY OF THE SHORING SHALL BE THE ENTIRE RESPONSIBILITY OF THE
CONTRACTOR ANY DAMAGE CAUSED BY THE INADEQUACY OF THE SHORING OR OTHER SUPPORT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMEDY AT NO ADDITIONAL EXPENSE TO THE
OWNER.
45. SHORING AND BRACING SHALL REMAIN UNTIL NEW STRUCTURAL FRAMING AND OR SUPPORTS ARE
INSTALLED. COORDINATE OPERATIONS FULLY WITH OTHER TRADES.
46. BE READY AT ANY TIME TO PROMPTLY PROVIDE, ADD TO, OR STRENGTHEN TEMPORARY SHORING,
BRACING, OR SUPPORT FOR EXISTING WORK, IN CASE EXISTING SIGNS OF STRUCTURAL STRESS.
47. CUT, REMOVE, ALTER, TEMPORARILY REMOVE AND REPLACE, OR RELOCATE EXISTING WORK AS
REQUIRED FOR PERFORMANCE OF THE WORK. PERFORM SUCH WORK REQUIRED WITH DUE CARE,
INCLUDING SHORING AND BRACING.
48. COORDINATE PATCHING INVOLVING THE VARIOUS TRADES WHETHER OR NOT SPECIFICALLY
MENTIONED IN THE RESPECTIVE SPECIFICATION SECTIONS.
49. CONFINE CUTTING OF EXISTING ROOF AREAS DESIGNATED TO REMAIN TO THE LIMITS REQUIRED FOR
THE PROPER INSTALLATION OF THE NEW WORK. CUT AND FOLD BACK EXISTING BUILT-UP ROOFING.
CUT AND REMOVE INSULATION AND RELATED ITEMS. PROVIDE TEMPORARY WEATHER TIGHT
PROTECTION AS REQUIRED UNTIL NEW ROOFING AND FLASHING ARE INSTALLED. CONSULT THE OWNER
TO ASCERTAIN IF EXISTING GUARANTEE BONDS ARE IN FORCE AND EXECUTE THE WORK SO AS NOT TO
INVALIDATE SUCH BONDS.
50. WHERE UTILITIES ARE REMOVED, RELOCATED OR ABANDONED, CAP VALVE PLUG, OR BYPASS TO MAKE
A COMPLETE AND WORKING INSTALLATION.
51. RESTORE EXISTING PIPE AND DUCT COVERINGS DAMAGED BY WORK UNDER THIS CONTRACT TO
ORIGINAL UNDAMAGED CONDITION.
52. IMMEDIATELY RESTORE TO SERVICE AND REPAIR ANY DAMAGE CAUSED BY CONTRACTOR'S WORKMEN
TO EXISTING PIPE AND CONDUITS, WIRES, CABLES, ETC., OF UTILITY SERVICES OR OF FIRE PROTECTION
SYSTEMS AND COMMUNICATIONS SYSTEMS WHICH ARE NOT SCHEDULED FOR DISCONTINUANCE OR
ABANDONMENT.
53. RESTORE FINISH OF FLOORS, WALLS, AND CEILINGS REMAINING IN PLACE BUT DAMAGED OR DEFACED
BECAUSE OF DEMOLITION OR ALTERATION WORK TO CONDITION EQUAL TO THAT WHICH EXISTED AT
BEGINNING OF WORK UNDER THIS CONTRACT.
54. WHERE ALTERATION OR REMOVALS EXPOSE DAMAGED OR UNFINISHED SURFACES OR MATERIALS,
REMOVE THEM AND PROVIDE NEW OR SALVAGED MATERIALS TO MAKE CONTINUOUS SURFACES
UNIFORM.
55. THE EXISTING BUILDING SHALL NOT BE USED AS A WORK SHOP. NEITHER SHALL THE FURNISHINGS OR
EQUIPMENT IN ANY ROOM BE USED AS WORK BENCHES. SHOULD ANY DAMAGE OCCUR DURING THE
PROGRESS OF THE WORK TO ANY FURNITURE, FIXTURES, EQUIPMENT, OR APPURTENANCES THEREIN,
SUCH DAMAGE SHALL BE REPAIRED, REPLACED OR MADE GOOD BY THE CONTRACTOR WITHOUT
EXTRA COST TO THE OWNER.
56. WHERE REMOVING EXISTING FLOOR FINISH AND BASE, REMOVE ALL ADHESIVE AND LEAVE FLOORS AND
WALLS SMOOTH AND FLUSH, READY TO RECEIVE NEW FINISH.
57. REMOVE FROM THE SITE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM WORK.
58. BURNING OF REMOVED MATERIALS FROM DEMOLISHED STRUCTURES IS PROHIBITED. LEGALLY DISPOSE
OF ALL REMOVED MATERIALS OFF SITE. PAY ANY AND ALL FEES ASSOCIATED WITH DISPOSAL WORK.
LEAVE THE SITE IN AN ORDERLY CONDITION TO THE APPROVAL OF THE ARCHITECT.
59. REMOVE DEBRIS AS THE WORK PROGRESSES. MAINTAIN EXISTING PREMISES IN A NEAT AND CLEAN
CONDITION.
ADDITIONAL DEMOLITION NOTES FOR PRICING:
1. CURRENT METHOD OF CONSTRUCTION INTENDED WILL RESULT IN SEQUENCES AND STAGES THAT WILL
REQUIRE SUBSTANTIAL AREAS OF ENGINEERED SHORING OF THE EXISTING BUILDING STRUCTURE TO
REMAIN AS AREAS OF EXISTING FLOOR AND ROOF FRAMING ARE REMOVED AMID PREPARATIONS FOR
REPLACEMENT WITH NEW STRUCTURE AT DIFFERENT ELEVATIONS.
2. EXISTING CONVENTIONAL CONTINUOUS WALL FOOTINGS WILL BE REINFORCED AS INDICATED WITH A
SYSTEM CONSISTING OF LOCALIZED PILE SUPPORTED FOUNDATIONS AND STRAP BEAMS.
3. EXISTING SOUTH BASEMENT STRUCTURE WILL NEED APPROPRIATE SHORING OF FOUNDATION WALLS
TO ALLOW FOR REMOVAL OF ITS EXISTING ROOF STRUCTURE WHICH PRESENTLY BRACES AND
PROVIDES STRUCTURAL SYSTEM INTEGRITY FOR THE TOP OF THE WALLS.
4. DEMOLITION AND SHORING/BRACING OPERATIONS SHALL ALSO BE COORDINATED DIRECTLY WITH
GEOTECHNICAL REQUIREMENTS TO CONTROL EFFECTS ON EXISTING SOILS AND FOUNDATIONS.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
1" = 1'-0"4/2/2018 10:47:46 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS001
04/06/18
STRUCTURAL GENERAL
NOTES
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1
1
BEING FORMED
INSPECT FORMWORK FOR SHAPE, LOCATION & DIMENSIONS OF THE CONCRETE MEMBER X ACI 318: 26.11.1.2(b)
26.5.3-26.5.5INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE & TECHNIQUES X 1705.3, 1908.9
ACI 318:
OF THE CONCRETE ACI 318: 26.4, 26.12
PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE ASTM C 31
PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS,
X 1705.3, 1908.10
ASTM C 172
1908.2, 1908.3 26.4.3, 26.4.4
VERIFYING USE OF REQUIRED DESIGN MIX X 1705.3, 1904.1, 1904.2, ACI 318: Ch. 19,
NOT DEFINED ABOVE
CONCRETE MEMBERS.MECHANICAL ANCHORS AND ADHESIVE ANCHORS X ACI 318: 17.8.2
POST-INSTALLED IN HARDENED INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS
INSPECTION OF ANCHORS ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARD X 1705.3 ACI 318: 17.8.2.4
INSPECTION OF ANCHORS CAST IN CONCRETE X 1705.3 ACI 318: 17.8.2
INSPECT ALL OTHER WELDS X 1705.3, 1705.3.1
ACI 318: 26.6.4INSPECT SINGLE-PASS FILLET WELDS. MAXIMUM 5/16"X 1705.3, 1705.3.1
AWS D1.4
STEEL WELDING ASTM A706
INSPECTION OF REINFORCING VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN X 1705.3, 1705.3.1
25.3, 26.6.1-26.6.3INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, & PLACEMENT X 1705.3, 1908.4
ACI 318: Ch. 20, 25.2,
INSPECTION AND TESTING CONTINUOUS PERIODIC
2015 IBC REFERENCE
SECTION
REFERENCE
STANDARD COMMENTS
SPECIAL INSPECTIONS PROGRAM - CONCRETE (IBC 2015 SECTION 1705.3)
5. ALL WELDS SHALL BE VISUALLY INSPECTED BY AN AWS CERTIFIED WELDING INSPECTOR.
SPECIAL INSPECTIONS IS IN COMPLIANCE.
AT THE TIME INTERVALS NECESSARY TO CON FIRM THAT ALL WORK REQUIRING
PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE
ON SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION.
4. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR SHALL BE
ALL BIDDER DESIGNED COMPONENTS.
UNCORRECTED. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO
ATTENTION OF THE CONTRACTOR FOR CORRECTION AND THE ENGINEER IF
SPECIFICATIONS AND IBC REQUIREMENTS SHALL BE IMMEDIATELY BROUGHT TO THE
BUILDING OFFICIAL. ANY CONSTRUCTION WH ICH FAILS TO MEET THE PROJECT
TESTING AN D INSPECTION REPORTS DIRECTLY TO THE ENGINEER, CONTRACTOR AND
THE GENERAL NOTES. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL
MATERIAL SAMPLI NG AND TESTING SECTION OF THE PROJECT SPECIFICATIONS AND
AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE
CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING
3. THE ITEMS CHECKED WITH AN ''X'' SHALL BE INSPECTED IN ACCORDANCE WITH IBC
APPROVED CONSTRUCTION DOCUMENTS.
IN ACCORDANCE TO IBC SECTION 1704.2.5.1 AND CERTIFIES COMPLIANCE WITH THE
2. INSPECTIONS OF FABRICATORS IS NOT REQUIRED IF THE FABRICATOR IS APPROVED
SPECIFICATIONS).
DEFINED IN CHAPTER 17 OF THE IBC (AND IN ACCORDANCE WITH THE
(IBC 2015). EACH SPECIAL INSPECTOR IS RESPONSIBLE FOR JOB SPECIFIC ITEMS AS
SPECIAL INSPECTION AS REQUIRED BY THE 2015 INTERNATIONAL BUILDING CODE
1. THE INTENTION OF THIS TABLE IS TO IDENTIFY THE CONSTRUCTION REQUIRING
STRUCTURAL TESTING & INSPECTION PROGRAM NOTES:
THAT SITE HAS BEEN PREPARED PROPERLY.
PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVED SUBGRADE AND VERIFY X 1705.6, 1804
PLACEMENT AND COMPACTION OF COMPACTED FILL
VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING X 1705.6, 1804
PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.X 1705.6, 1804
VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL X 1705.6, 1804
THE DESIGN BEARING CAPACITY
VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE X 1705.6, 1804 OBTAIN APPROVED GEOTECH REPORT IF APPLICABLE
VERIFICATION AND INSPECTION CONTINUOUS PERIODIC
2015 IBC REFERENCE
SECTION
REFERENCE
STANDARD COMMENTS
SPECIAL INSPECTIONS PROGRAM - SOILS (IBC 2015 SECTION 1705.6)
FLOOR AND ROOF DECK
SPECIAL INSPECTORS FOR COLD-FORMED STEEL
COLD-FORMED STEEL DECK SPECIAL INSPECTIONS AND QUALIFICATION OF WELDING
X 1705.2, 1705.2.2 SDI QA/QC 2011
STRUCTURES, AND PORTIONS THEREOF
OF STRUCTURAL STEEL ELEMENTS IN BUILDINGS,
STRUCTURAL STEEL SPECIAL INSPECTIONS AND NONDESTRUCTIVE TESTING
X X 1705.2, 1705.2.1 AISC 360 CH. N.5
INSPECTION AND TESTING CONTINUOUS PERIODIC
2015 IBC REFERENCE
SECTION
REFERENCE
STANDARD COMMENTS
SPECIAL INSPECTIONS PROGRAM - STEEL (IBC 2015 SECTION 1705.2)
2
IN ACCORDANCE WITH SECTION 1705.3
FOR CONCRETE ELEMENTS, PERFORM TESTS AND ADDITIONAL SPECIAL INSPECTIONS 1705.8, 1705.3
RECORD CONCRETE OR GROUT VOLUMES
ADEQUATE END-BEARING STRATA CAPACITY ARE CONSISTENT WITH APPROVED SUBMITTALS.
DIAMETERS (IF APPLICABLE), LENGTHS, EMBEDMENT INTO BEDROCK (IF APPLICABLE), AND
VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM ELEMENT DIAMETERS, BELL
X 1705.8, 1810
RECORDS FOR EACH ELEMENT
INSPECT DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE X 1705.8, 1810 OBTAIN APPROVED GEOTECH REPORT IF APPLICABLE
VERIFICATION AND INSPECTION CONTINUOUS PERIODIC
2015 IBC REFERENCE
SECTION
REFERENCE
STANDARD COMMENTS
SPECIAL INSPECTIONS PROGRAM - CAST-IN-PLACE DEEP FOUNDATION ELEMENTS (IBC 2015 SECTION 1705.8)
TMS 602 CH.3
ASCE 6,
TMS 402, ACI 530.1,MASONRY CONSTRUCTION X 1705.4
ACI 530, ASCE 5,
INSPECTION AND TESTING CONTINUOUS PERIODIC
2015 IBC REFERENCE
SECTION
REFERENCE
STANDARD COMMENTS
SPECIAL INSPECTIONS PROGRAM - MASONRY LEVEL A (IBC 2015 SECTION 1705.4)
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
NEW CONCRETE FOOTING
[##'-##"]
#
<##'-##">
NEW CONCRETE WALL (SEE
SCHEDULE)
NEW STEEL BEAM
NEW LEDGER ANGLE (SEE DETAIL)
BENT STEEL FRAMING
SHEAR CONNECTION
MOMENT CONNECTION WITH FULL PLASTIC
CAPACITY OF BEAM, U.O.N.
MBP-#BEAM POCKET IN MASONRY WITH STUB COLUMN (SEE
SCHEDULE)
TOP OF FOUNDATION ELEVATION RELATIVE
TO DATUM
TOP OF FRAMING ELEVATION RELATIVE TO
DATUM
COLUMN LINE
EXISTING CONCRETE FOOTING
EXISTING BRICK MASONRY
EXISTING CONCRETE WALL
W_X_
#REVISION
NEW WEB PENETRATION
{##'-##"}TOP OF PIER ELEVATION RELATIVE TO
DATUM
(##'-##")BOTTOM OF BASE PLATE ELEVATION
RELATIVE TO DATUM
NEW STEEL LINTEL (SEE SCHEDULE)
L
SPOT ELEVATIONT.O. STEEL=#'-#"
NEW STEEL BRACING
INDICATES SLOPE DOWN OR UP
NEW WALL OR CONCRETE
BEAM BELOW
MAT FOUNDATION SLAB (SEE SCHEDULE)
TWO WAY CONCRETE SLAB (SEE SCHEDULE)
METAL ROOF DECK (SEE SCHEDULE), OPEN
ARROW INDICATES SPAN DIRECTION
SLAB ON GRADE (SEE SCHEDULE)
MF-#
S-#
R-#
S.O.G.-#
SLOPE STEEL BEAM DIRECTION
WP#
EXISTING CONCRETE COLUMN
NEW STEEL COLUMN
.
.
.
.
EXISTING 2'-0"x2'-0"x2-0" MASONRY PIER ON
3'-0"x3'-0"x1'-0" CONCRETE FOOTING.
W#
EXISTING PILE CAP
(E) PC-#
NEW PILE CAP (SEE SCHEDULE)
PC-#
NEW GRADE BEAM (SEE SCHEDULE)
GB-#
CANTILEVERCANT.
BP-#
BEAM BEARING PLATE (SEE SCHEDULE)
UTILITY PENETRATION, SEE MEP FOR
LOCATIONS. MULTIPLE CONDUITS/SLEEVES MAY
BE REQUIRED AT PENETRATION LOCATION.
COORDINATE EXACT QUANTITY AND SIZE OF
SLEEVES WITH MEP DRAWINGS. NOT ALL UTILITY
PENETRATIONS ARE SHOWN. FOR PRICING,
ASSUME AN ADDITION 10 LOCATIONS FOR UTILITY
PENETRATIONS IN ADDITION TO THOSE SHOWN
ON PLAN.
LOCATION OF FALL ARREST ANCHOR POINT BY
OTHERS. SEE ARCHITECTURAL DRAWINGS FOR
REQUIREMENTS
EXISTING CONCRETE WALL TO
BE DEMOLISHED
COLUMN ABOVE / BELOW
LEGEND
CONCRETE WALL
TOP OF SLAB ELEVATION+#'-#"
INDICATES STEP DOWN
CONCRETE SLAB ON METAL DECK (SEE SCHEDULE),
OPEN ARROW INDICATES SPAN DIRECTION
S-#
STEEL COLUMN
.
100 TON PILES WITH 50 TON UPLIFT WHERE NOTED
SEE PILECAP SCHEDULE AND DETAILS ON S605
(E) 50 TON PILES TO REMAIN
PILES WITH 50 TON UPLIFT
EXISTING PILE CAP TO BE REMOVED AND
EXISTING PILES TO BE DEMOLISHED 12" MINIMUM
BELOW BOTTOM OF NEW FOUNDATION ELEMENT.
RAISED SLAB/STAIR/RAMP ON ISULATION BOARD.
SEE RAISED SLAB TYPICAL DETAIL
(X)#X T/B ADDITIONAL TOP OR BOTTOM BARS REQUIRED
100 TON PILES WITH 50 TON UPLIFT(T)
PC-#PILECAP # SEE SCHEDULE AND DETAILS ON S605
GRAPGICAL COLUMNS
SCHEDULE TRANFER SYMBOL
40k 40kW18X40 [35] c=1 1/4" <+12'-3">25k25k30k<+12'-3">
TOP OF STEEL
COLUMN
TOP OF STEEL EL. ABOVE DATUM
EL. 0'-0" OR BOTTOM OF ROOF DECK
ELEVATION FOR ROOF FRAMING.
ARROW INDICATES SLOPING BEAM.
# OF SHEAR STUDS.
SEE TYPICAL DETAIL
REACTION
(FACTORED)
MOMENT
CONNECTION
CAMBER
NOTE:
SEE GENERAL NOTES FOR SPECIFIC MINIMUM CONNECTION REQUIREMENTS.
STRUCTURAL STEEL FRAMING KEY
SLOPE
SHEAR
CONNECTION
50k-ft
MOMENT
REACTION
(FACTORED)h94h
(plf)
0.5LL*
(plf)
9h
(plf)
++
SATURATED
SOIL
LIVE LOAD
SURCHARGE
SEISMIC
*LIVE LOAD SURCHARGE:
LL = 250 plf FIRETRUCK ACCESSIBLE AREAS
LL = 100 plf ALL OTHER LOCATIONS
TYPICAL FOUNDATION WALL LOADING (PER FOOT OF WALL LENGTH)
9h1
(plf)
++13' - 0"h1h294h1
(plf)
0.5LL*
(plf)
SATURATED
SOIL
LIVE LOAD
SURCHARGE
SEISMIC WIND HANDRAIL
30
(plf)
50
(lb)
*LIVE LOAD SURCHARGE:
LL = 250 plf FIRETRUCK ACCESSIBLE AREAS
LL = 100 plf ALL OTHER LOCATIONS
TYPICAL RETAINING WALL LOADING (PER FOOT OF WALL LENGTH)
NOTES:
1. REFER TO GEOTECHNICAL REPORT FOR FURTHER INFO. BASED ON
GEOTECHNICAL REPORT BY HALEY AND ALDRICH DATED MAY 2016,
DESIGN GROUND WATER LEVEL IS APPROXIMATELY 182'-0" TO THE
NORTH OF GRID 14 AND VARIES LINEARLY FROM APPROXIMATELY
174'-0" AT GRID H AND 170'-0" AT GRID A TO THE SOUTH OF GRID 23.
2. LOADS SHOWN ARE PERMANENT LOADS ON THE FOUNDATION
WALL. ADEQUACY OF WALL FOR ANY TEMPORARY LOADS DURING
CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. SEE
ALSO GENERAL AND FOUNDATION NOTES.
3. DEWATERING ELEVATION DURING CONSTRUCTION SHALL BE
DETERMINED BY CONTRACTOR.
NOTES:
1. REFER TO GEOTECHNICAL REPORT FOR FURTHER INFO. BASED ON
GEOTECHNICAL REPORT BY HALEY AND ALDRICH DATED MAY 2016,
DESIGN GROUND WATER LEVEL IS APPROXIMATELY 182'-0" TO THE
NORTH OF GRID 14 AND VARIES LINEARLY FROM APPROXIMATELY
174'-0" AT GRID H AND 170'-0" AT GRID A TO THE SOUTH OF GRID 23.
2. LOADS SHOWN ARE PERMANENT LOADS ON THE FOUNDATION
WALL. ADEQUACY OF WALL FOR ANY TEMPORARY LOADS DURING
CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. SEE
ALSO GENERAL AND FOUNDATION NOTES.
3. DEWATERING ELEVATION DURING CONSTRUCTION SHALL BE
DETERMINED BY CONTRACTOR.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
As indicated
4/2/2018 10:47:52 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS002
04/06/18
LEGENDS AND DESIGN
PARAMETER TABLE
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
SLAB/DECK SCHEDULE
MARK TOTAL DEPTH COMPOSITION/REINFORCEMENT TOPPING
(E) S.O.G.-1 5" EXISTING SLAB ON GRADE. UNKNOWN REINFORCING. V.I.F.
R1.5 1 1/2" NEW 1.5" 18-GA. METAL ROOF DECK, VULCRAFT OR EQUAL
R3 3" NEW 3" 18-GA. METAL ROOF DECK, VULCRAFT OR EQUAL
R7.5 7 1/2" NEW 7.5" 18-GA. METAL ROOF DECK, VULCRAFT OR EQUAL
S6.25 6 1/4" NEW 3-1/4" LWC SLAB ON 3" 18-GA. METAL DECK, VULCRAFT OR EQUAL, W/ 6x6 - W2.5xW2.5 TOP
S6.25 +4" TO +0" 6 1/4" NEW 3-1/4" LWC SLAB ON 3" 18-GA. METAL DECK, VULCRAFT OR EQUAL, W/ 6x6 - W2.5xW2.5 TOP LWC NONSTRUCTURAL SLAB, THICKNESS VARIES, SLOPES FROM 4" AT HIGH POINT TO 0" AT
LOW POINT
S6.25+2 6 1/4" NEW 3-1/4" LWC SLAB ON 3" 18-GA. METAL DECK, VULCRAFT OR EQUAL, W/ 6x6 - W2.5xW2.5 TOP 2" LWC NONSTRUCTURAL SLAB
S7.5 7 1/2" NEW 4-1/2" NWC SLAB ON 3" 18-GA. METAL DECK, VULCRAFT OR EQUAL. PROVIDE #5 CONTINUOUS BOTTOM
REINFORCING AT EACH DECK TROUGH, W/ 6x6 - W2.5xW2.5 TOP
S8 8" #5@12 BOTTOM LONG WAY, #4@12" BOTTOM SHORT WAY, #4@12" E.A.
S10 10" NEW TWO-WAY NWC SLAB REINFORCED WITH # 6 @ 6" T&B SHORT WAY AND # 6 @ 12" T&B LONG WAY.
S12 1' - 0" NEW TWO-WAY NWC SLAB REINFORCED WITH # 6 @ 6" T&B SHORT WAY AND # 6 @ 12" T&B LONG WAY.
S18 1' - 6" NEW TWO-WAY NWC SLAB REINFORCED WITH # 6 @ 12" T&B E.W. SEE PLAN FOR ADDITIONAL BARS
S.O.G.-2 4" NEW NWC SLAB ON GRADE. SEE TYPICAL DETAIL FOR REINFORCEMENT.
S.O.G.-3 5" NEW NWC SLAB ON GRADE. SEE TYPICAL DETAIL FOR REINFORCEMENT.
WALL SCHEDULE
MARK WIDTH
REINFORCEMENT
REMARKS
OUTSIDE FACE
VERTICAL HORIZONTAL
INSIDE FACE
VERTICAL
(E) W1 1' - 2" VARIES V.I.F. VARIES V.I.F. VARIES V.I.F. EXISTING REINFORCED CONCRETE WALL
W1 2' - 1" #5@12" O.C. O.F. #5@12" O.C. E.F. #6@6" O.C. I.F.
W2 1' - 8" #8@6" O.C. O.F. #5@12" O.C. E.F. #5@12" O.C. I.F.
W3 1' - 2" #7@10" O.C. O.F. #5@12" O.C. E.F. #7@10" O.C. I.F.
W4 1' - 6" #5@12" O.C. O.F. #5@12" O.C. E.F. #6@6" O.C. I.F.
W5 1' - 4" #5@12" O.C. O.F. #5@12" O.C. E.F. #6@6" O.C. I.F.
W6 1' - 0" #4@12" O.C. O.F. #4@12" O.C. E.F. #6@6" O.C. I.F.
W8 8" #6@12" O.C. O.F. #4@12" O.C. E.F. #6@12" O.C. I.F.
W8A 8" #5@12" O.C. E.F. #5@12" O.C. E.F.
W12 1' - 0" #5@12" #5@12" #5@12"
W12A 1' - 0" #8@9" O.C.O.F. #5@12" O.C.
CENTERED
#4@12: O.C. I.F. "OUTSIDE FACE" IS FACE ADJACENT TO
SOIL. "INSIDE FACE" IS FACE ADJACENT TO
EXISTING FOUNDATION WALL.
W14 1' - 2"
EQUIVALENT STATIC FORCE ANALYSIS PROCEDURE
3 R RESPONSE MODIFICATION FACTOR
0.076 Cs SEISMIC RESPONSE COEFFICIENT
1041 K V DESIGN BASE SHEAR
ORDINARY CONCENTRIC STEEL BRACED FRAMES /
ORDINARY REINFORCED CONCRETE SHEAR WALLS BASIC SEISMIC FORCE RESISTING SYSTEM
B SEISMIC DESIGN CATEGORY
0.106 S(d1) 5-% DAMPED SPECTRAL RESPONSE COEFFICIENT AT 1-SECOND PERIODS
0.182 S(ds) 5-% DAMPED SPECTRAL RESPONSE COEFFICIENT AT SHORT PERIODS
D SITE CLASS
0.066 S1 1-SECOND PERIOD SPECTRAL RESPONSE ACCELERATION
0.171 Ss SHORT PERIOD SPECTRAL RESPONSE ACCELERATION
1.25 I SEISMIC IMPORTANCE FACTOR
SEISMIC DESIGN:
562 K V DESIGN BASE SHEAR
41 PSF C&C VELOCITY PRESSURE AT MEAN ROOF HEIGHT
+/- 0.18 GCPi INTERNAL PRESSURE COEFFICIENT
B WIND EXPOSURE CATEGORY
1 I WIND IMPORTANCE FACTOR
124 MPH BASIC WIND SPEED
WIND LOAD:
1 Ct THERMAL FACTOR
1.1 Is SNOW LOAD IMPORTANCE FACTOR
0.9 Ce SNOW EXPOSURE FACTOR
40 PSF Pg GROUND SNOW LOAD
SNOW LOAD:
BUILDING CATEGORY: III
GOVERNING CODE:Massachusetts Building Code, 9th ed.
DESIGN PARAMETER TABLE
MAT FOUNDATION SCHEDULE
MARK THICKNESS
BOTTOM REINFORCEMENT TOP REINFORCEMENT
REMARKSLONG WAY SHORT WAY LONG WAY SHORT WAY
(E) MF-1 2' - 0" #9@9" O.C. #9@9" O.C. #9@9" O.C. #9@9" O.C. EXISTING MAT FOUNDATION WITH NEW GRAVEL AND
INSULATION FILL ABOVE AND NEW SLAB ON GRADE AT
ELEVATION SHOWN ON PLAN. SLAB ON GRADE IS SOG-2.
REFER TO SLAB/DECK SCHEDULE FOR SOG-2 INFORMATION
MF-2 3' - 0" #8@12" O.C. #8@12" O.C. #8@12" O.C. #8@12" O.C.
MF-2A 2' - 6" #8@12" O.C. #8@12" O.C. #8@12" O.C. #8@12" O.C.
MF-3 1' - 6" #6@12" O.C. #6@12" O.C. #6@12" O.C. #6@12" O.C.
MF-4 3' - 0" #8@12" O.C. #8@12" O.C. #8@12" O.C. #8@12" O.C.
MF-5 1' - 0" #5@12" O.C. #5@12" O.C. #5@12" O.C. #5@12" O.C.
MF-6 2' - 0" #6@12" O.C. #6@12" O.C. #6@12" O.C. #6@12" O.C.
MF-7 5' - 0" 2 LAYERS
#8@9" O.C.
2 LAYERS
#8@9" O.C.
2 LAYERS
#8@9" O.C.
2 LAYERS
#8@9" O.C.
1
TOTAL DEPTH IS THE THICKNESS OF THE STRUCTURAL SLAB EXCLUDING ANY TOPPINGS NOTED1
1
1
2. TAPERING SOIL LOAD GIVEN IS FROM HIGH TO LOW POINT OF CONCRETE.
D. ROOF TOP READING ROOM AND OCULUS SKYLIGHT - 69 PSF TO 31 PSF OVER 8 FT.
C. PARTIAL ROOF FRAMING PLAN (3/S110) - 75 PSF TO 31 PSF OVER 9 FT.
B. NORTH & SOUTH THROAT ROOF (2/S104 & 3/S104) - 68 PSF TO 35 PSF OVER 7 FT.
A. INTERFACE OF LOW AND HIGH ROOF AT GRID LINES 10, 13, C.9, & E.7 - 66.5 PSF TO 30.8 PSF OVER 7.5 FT.
1. LOCATIONS OF SNOW DRIFT ARE AS FOLLOWS:
NOTES
TOTAL LOAD 384 164 725 164 139 164 613-748 144 139 54 214 164 206 119 54 80
LIVE LOAD 300 100 250 100 75 100 250 80 75 35 150 100 100 35 35 35
TOTAL DEAD LOAD 84 64 475 64 64 64 363-498 64 64 19 64 64 106 84 19 45
SNOW LOAD 35 35 35 35 35
OCCUPIABLE ROOF - EMERGENCY VEHICLE 250 250 250
OCCUPIABLE ROOF 100
HIGH DENSITY MECHANICAL 150 150
TERRACE 100 100
CORRIDOR ABOVE FIRST FLOOR 80 80
PARTITIONS 15 15 15
READING ROOM 60 60 60
STAIRS 100
COMPACT STORAGE 300 300
FLEXIBLE SPACE 100 100
ASSEMBLY SPACES 100 100 100
FIRST FLOOR CORRIDOR 100 100
LIVE LOAD
MISC.2/5 2 2 2 2 2 2 2 5 2 2 2 5 5 5
SOIL - PER INCH DEPTH 10 230 225 - 360 (SEE NOTE 2)
FINISH FLOOR 3 3 3 3 3 3 3 3 3 25
SLATE ROOF 25 25
CEILING 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5
MEP 5 5 5 15 5 5 5 5 5 5 5 5 5 5 5 5 5
SUPERIMPOSED DEAD LOAD
18" TWO-WAY NWC SLAB 225 225
7.5" 18-GAUGE METAL ROOF DECK 5 5
3" 18-GAUGE METAL ROOF DECK 4 4 4
4 1/2" NW CONC. ON 3" DECK WITH 4" NW CONC. NONSTRUCTURAL TOPPING SLAB 128 128
FROM 4" TO 0" (LW CONC. TO HAVE A MAXIMUM IN-PLACE DENSITY OF 115 PCF)
3 1/4" LW CONC. ON 3" DECK WITH LW CONC. NONSTRUCTURAL TOPPING SLOPING 69 69 69
(LW CONC. TO HAVE A MAXIMUM IN-PLACE DENSITY OF 115 PCF)
3 1/4" LW CONC. ON 3" DECK WITH 2" LW CONC. NONSTRUCTURAL TOPPING 69 69
3 1/4" LW CONC. ON 3" DECK (LW CONC. TO HAVE A MAXIMUM IN-PLACE DENSITY OF 115 PCF) 49 49 49 49 49 49 49 49 49
CONSTRUCTION DEAD LOAD
LOADS (PSF)
SPECIAL
COLLECTIONS
STACKS
SPECIAL
COLLECTIONS
FLEXIBLE SPACE
LEVEL G -
BELOW GRADE
OCCUPIABLE
ROOF
LEVEL G -
CORRIDOR
LEVEL 1 -
READING ROOM
LEVEL 1 - LOBBY
/ CORRIDOR
LEVEL 1 - BELOW GRADE
OCCUPIABLE ROOF
LEVEL 2 & 3 -
CORRIDOR
LEVEL 2 & 3 -
READING ROOM JB ROOF LEVEL 4 -
MECHANICAL
LEVEL 4 - EVENT
SPACE
LEVEL 4 -
TERRACE
LEVEL 4 - ROOF
BUILD-UP
CENTRAL FLAT
ROOF
CENTRAL
SLOPED ROOF
LOAD SCHEDULE
1
1 1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2 2
2
2 2
2
2
2
1
2
1
2
1
2
2
2
22
22
22
2
1
1
3 3
3
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
3 3.28.18 PACKAGE 4 - ADDENDUM #1
LEGEND
FIRST FLOOR CORRIDOR = 100 PSF
SNOW = 35 PSF
HIGH DENSITY MECHANICAL = 150 PSF
COMPACT STORAGE = 300 PSF
CORRIDOR ABOVE FIRST FLOOR = 80 PSF
ENTRYWAY OR LOBBY = 100 PSF
TERRACE = 100 PSF
BELOW GRADE -EMERGENCY VEHICLE = 250 PSF
READING ROOM = 60 PSF
BELOW GRADE OCCUPIABLE ROOF = 100 PSF
STAIRS = 100 PSF
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
As indicated
4/2/2018 10:48:00 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS003
04/06/18
LIVE LOADING DIAGRAMS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1/32" = 1'-0"S003
1 LEVEL LL LOAD MAP
1/32" = 1'-0"S003
2 LEVEL G - 1 LOAD MAP
1/32" = 1'-0"S003
3 LEVEL G - 2 LOAD MAP
1/32" = 1'-0"S003
4 LEVEL 1 - 1 LOAD MAP
1/32" = 1'-0"S003
5 LEVEL 1 - 2 LOAD MAP
1/32" = 1'-0"S003
6 LEVEL 2 LOAD MAP
1/32" = 1'-0"S003
7 LEVEL 3 LOAD MAP
1/32" = 1'-0"S003
8 LEVEL 4 LOAD MAP
1/32" = 1'-0"S003
9 ROOF LOAD MAP
1
1
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
30AG-1 23 21 20 19 18 17 16 15 1429282726252422
A
D
J
K
B
D.4
D.9
E.5
F.3
H
PC-3A
[162' - 9"]
PC-2A
[163' - 11"]
PC-2
[162' - 2"]
PC-2
[162' - 2"]
PC-2A
[163' - 11"]
PC-2A
[163' - 11"]
PC-2
[162' - 2"]PC-2D
[163' - 7"]
G
D.3
C.9
24.328.4
D.8
E
F
E.7
D.1
PC-2D
[163' - 7"]
PC-2C
[162' - 9"]
PC-2B
[162' - 5"]
PC-2
[162' - 2"]
17.5
C
E.3
25.5 20.5 15.821.4 19.4 17.8 15.7 13.9
REFER TO S100 G1 FOR PILE CAPS AND
INFORMATION REGARDING PILES SHOWN FROM
THIS POINT NORTH
155' - 6"
PC-2
[169' - 5"]
(E) W1
(E) W1(E) W1
(E) W1(E) W1
(E) W1
(E) W1 (E) W1(E) W1(E) W1 (E) W1(E) W1[156' - 11"]7' - 1 1/4"12' - 11 7/8"11' - 2"13' - 7 3/4"9' - 1 1/4"2' - 8 1/4"12' - 0"10' - 6"3' - 11 5/8"8' - 0"9' - 6"9' - 0"6' - 3"3"2' - 7 5/8"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"3' - 0"2' - 9"
1' - 2 3/4"12' - 0 1/4"5' - 11 3/4"4' - 0"6' - 0"7' - 0"8' - 0"
6' - 0"
158' - 11"
27.3 27.1 25.7 25.326.5
6' - 6"1' - 0"8' - 0"
3' - 6"
3' - 8"4' - 6"10' - 9"2' - 0"15' - 6"
7' - 3"1' - 1"1' - 10"
2' - 4"3' - 9"3' - 9"14.00°4' - 1 3/8"
1' - 2 3/4"
(T)
(T)11.00°17.00°1.00°133.00°
25.4
159' - 5"
W3
W3W3
169' - 5"
PC-2
[169' - 5"]PC-2
[169' - 5"]
W3 W3W5
G.6
A.5
F.9
J.5
5' - 0"
24.5
PC-2D
[163' - 1"]
PC-2
[169' - 5"]
PC-2
[169' - 5"]
PC-2
[169' - 5"]
1B
S300
1B
S300
1B
S300
3
S300
3
S300
4
S300
S300
2
S300
2
5
S300
6
S300
7
S300
1A
S300
SIM.
S.O.G.-2(E) MF-1 +160' - 0"
MF-5
MF-6W1
2
W
1
2
W124' - 10"EQ EQ
7
S300
REFER TO S100 G1 FOR PILE CAPS AND
INFORMATION REGARDING PILES SHOWN FROM
THIS POINT NORTH
W3
W3W3
S.O.G.-2(E) MF-1 +
1
S302
3' - 6"1' - 2"
MF-7
(T)
6 4 .0 0 °
2
2 W3W3
6' - 10"19' - 6"3
4 4
5
6
7
8
9
10
11
4 W12
W12W12W12
170' - 11"
MF-5
PC-2D(T)
[170' - 11"]
PC-2(T)
[170' - 11"]
2'-0"x2'-0"x2'-0"
SUMP PIT
W12
W12W12W12
PC-2
[170' - 11"]
MF-5
170' - 5"
2'-0"x2'-0"x2'-0"
SUMP PIT
12
13
14
26.6
D.7
E.1
MF-6
44
S.O.G.-2S.O.G.-2(E) W12
S302
1
MF-5
[165' - 10"]
MF-5
[Varies]
MF-5
[165' - 0"]
F.1
1A
S300
1
1
14.114.216.116.216.317.718.9 17.418.720.121.322.9 13.8
10' - 2"20' - 0"14' - 3"14' - 0"13' - 7"15' - 4"14' - 3 3/8"5' - 8 3/4"20' - 4 3/8"13' - 0 3/4"15' - 1 3/4"12' - 0"19' - 0"11' - 6 1/4"19' - 4 3/8"4' - 2 3/8"
4"
2 5/8"
11"
1' - 3 3/4"1' - 11 5/8"2' - 2 5/8"3' - 0"
2' - 7 5/8"
4' - 9 7/8"
1' - 6 1/2"1' - 6 1/2"
9"
4' - 10 1/2"
7 1/2"
1' - 11 1/2"
5"9"
2' - 2 1/4"3' - 1 3/4"
3' - 6 5/8"7 5/8"
2' - 8 3/8"
4' - 9"6' - 4 3/8"7 1/2"9' - 2 3/4"
2' - 0 3/4"1' - 3 1/4"
A.1
A.2
A.3
A.4
A.6
J.7
J.4
J.8
J.9
H.7
J.6
28' - 11 5/8"9' - 3 5/8"1' - 8"8' - 2"16' - 7 1/8"24' - 0 7/8"11' - 2 3/4"1' - 10"38' - 5 1/4"3' - 10"4' - 6 1/4"7' - 2 3/8"8' - 5 1/8"5' - 5 1/2"8 1/4"2' - 10 1/8"10 7/8"8' - 3"1' - 4 3/8"4' - 8 3/4"1' - 4"4 1/2"3' - 9 3/4"3"1' - 11 7/8"4' - 10 1/4"5 7/8"7 1/2"1' - 4"1' - 5"2"2 5/8"11 3/4"2' - 8 1/4"9 1/8"8' - 7 3/4"1' - 4 1/4"7"4' - 9 3/4"25.9
D.10
9"
5' - 5 7/8"
1' - 8 1/8"
3 7/8"
2' - 8 5/8"
2' - 7 1/2"
2' - 10 1/2"3' - 1 1/4"
3' - 1 1/4"HSS6x6x5/8HSS6x6x5/8HSS6x6x5/821.2
E.6
1. T.O. SLAB ON GRADE ELEVATION = 160' - 0", U.O.N., THUS = +XXX' - XX" INDICATING VARIANCE
FROM TYPICAL ELEVATION.
2. ALL PILES SHOWN THAT ARE WITHIN THE PERIMETER OF THE EXISTING MAT FOUNDATION WILL
BE DRILLED THROUGH THE MAT FOUNDATION FOR INSTALLATION. COORDINATE WITH
ARCHITECTURAL DRAWINGS FOR WATERPROOFING REQUIREMENTS.
3. SEE S603 FOR TYPICAL PILE DETAILS AND PILECAP SCHEDULE.
4. SEE ARCHITECTURAL DRAWINGS FOR TOPPING SLAB ELEVATION AND EXTENT.
5. COORDINATE WITH ARCH/MEP/CIVIL DRAWINGS FOR ALL UNDERSLAB PIPING/UTILITY
REQUIREMENTS AND MEP LINES WITHIN GRAVEL LAYER ABOVE EXISTING MAT SLAB.
COORDINATE SEQUENCE OF INSTALLATION OF PILES AND UTILITIES/UNDERSLAB PIPING,
INCLUDING MEETING GEOTECHNICAL REQUIREMENTS FOR PILE INSTALLATION AND STABILITY.
6. COORDINATE HAUNCHES IN SLAB ON GRADE WITH TRENCH DRAIN LAYOUT. SEE MEP DRAWINGS
FOR LAYOUT AND TYPICAL DETAIL.
7. COORDINATE NOTCHES IN TOP OF EXISTING MAT SLAB FOR PLUMBING BENDS. SUBMIT ALL
PROPOSED NOTCHES FOR REVIEW PRIOR TO WORK. SUBMIT PLAN LOCATIONS AND DIMENSIONS
OF NOTCHES (WIDTH, LENGTH, AND DEPTH INTO MAT SLAB)
8. COORDINATE ALL PENETRATIONS IN NEW AND EXISTING FOUNDATION WALLS WITH
CIVIL/LANDSCAPE/ARCHITECTURAL/MEP REQUIREMENTS.
9. PROVIDE PERFORATED PIPE FOR DRAINAGE IN THE GRAVEL LAYER ABOVE THE EXISTING MAT
SLAB. COORDINATE QUANTITIES AND LAYOUT WITH PLUMBING DRAWINGS.
10. COORDINATE ELECTRICAL CABLE PIT QUANTITY, LAYOUT, AND SIZE WITH ELECTRICAL
DRAWINGS. SEE TYPICAL DETAIL FOR MORE INFORMATION.
11. FOR BID AND SCOPE PURPOSES, TOP OF EXISTING MAT SLAB IS ASSUMED TO BE ELEVATION
158'-11" WITH RESPECT TO TOP OF PILE CAP ELEVATIONS.NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NOTES:
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
KEYNOTES:
1/8" = 1'-0"4/2/2018 10:48:05 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS10LL
04/06/18
LEVEL LL PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1/8" = 1'-0"S10LL
1 LEVEL LL
1
1
10 LOCALLY CUT EXISTING MAT SLAB TO ALLOW FOR
INSTALLATION OF NEW PILE CAPS AND ELEVATOR PIT
BELOW. EXPOSE MAT SLAB REINFORCING TO PERMIT USE
OF COUPLERS TO ACHIEVE CONTINUITY OF MAT REBAR
DEVELOPED INTO ELEVATOR PIT WALLS, IN THE FORM OF
HOOKED DOWELS.
11 PROVIDE #5@12 DOWELS INTO (E) WALL ON EACH SIDE OF
OPENING CENTERED ON WALL THICKNESS.
12 NEW WALL OPENING TO BE COORDINATED WITH NEW
TUNNEL STRUCTURE IN FUTURE BULLETIN.
13 RAISED RAMP. SEE ARCHITECTURAL DRAWINGS AND
TYPICAL DETAILS ON S501.
14 RAISED SLAB. SEE ARCHITECTURAL DRAWINGS AND
TYPICAL DETAILS ON S501.
44 TOP OF RAISED SLAB IN VAULT SHALL BE 162'-0" (6" BELOW
TOP OF RAISED SLAB AT INTERIOR SPACE).
1 DOWEL NEW TUNNEL WALLS AND SLABS INTO EXISTING
CONCRETE WALLS WITH #5 BARS @ 12 LOCATED AT CENTER
OF TUNNEL WALLS/SLAB EMBEDDED 6" MINIMUM WITH HILTI
HIT HY-200 ADHESIVE SYSTEM.
2 EXISTING UTILITY TUNNEL STRUCTURES ARE NOT
CURRENTLY SHOWN.
3 (E) ELEVATOR PIT TO BE FILLED AND COVERED WITH SLAB
ON GRADE.
4 12" DEEP ELECTRICAL CABLE PIT IN SLAB ON GRADE. SEE
TYPICAL DETAIL AND ELECTRICAL PLANS.
5 NEW 2'-0"X2-0"X3'-0" DEEP SUMP PIT (DEPTH IS FROM TOP OF
SLAB ON GRADE). SEE TYPICAL DETAIL.
6 2'-0"X2'-0"X2'-0" SUMP PIT IN BUILD UP (NOT IN MAT SLAB).
7 CAST NEW CONCRETE COLUMN BUTTRESS AGAINST
EXISTING CONCRETE WALL ALIGNED WITH CENTERLINE OF
DEMOLISHED AREAWAY WALL.
8 BUILD UP TOP OF PILE CAP 2'-0" WITH CONCRETE TO
BOTTOM OF ELEVATOR PIT AT 157'-6".
9 NEW HOLD-DOWN PILES TO RESIST HYDROSTATIC
PRESSURES. SEE TYPICAL DETAIL ON S603.
LEVEL SCHEDULE
NAME ELEVATION
T.O. SLAB (E) LEVEL LL 158' - 11"
T.O. STEEL LEVEL G 174' - 5"
LEVEL G 175' - 11"
SOUTH ENTRY 177' - 6"
T.O. STEEL LEVEL 1 (AT 6.5" SLAB) 185' - 11"
T.O. STEEL LEVEL G.5 187' - 5 3/4"
T.O. SLAB LEVEL G.5 188' - 0"
T.O. STEEL LEVEL 1 191' - 6 3/4"
T.O. SLAB LEVEL 1 192' - 1"
T.O. STEEL LEVEL 2 202' - 6 3/4"
T.O. SLAB LEVEL 2 203' - 1"
T.O. STEEL LEVEL 3 213' - 6 3/4"
T.O. SLAB LEVEL 3 214' - 1"
T.O. STEEL THROAT ROOF 224' - 1 3/4"
T.O. SLAB THROAT ROOF 224' - 8"
T.O. STEEL LEVEL 4 227' - 7 3/4"
T.O. STEEL JEWEL BOX ROOF 228' - 0"
T.O. SLAB LEVEL 4 228' - 2"
T.O. DECK JEWEL BOX ROOF 228' - 3"
T.O. STEEL ROOF (HP) 241' - 8 1/2"
T.O. DECK ROOF (HP) 241' - 11 1/2"
T.O. STEEL DOG HOUSE ROOF 248' - 3 1/2"
1
2
2
2
2
3 3
3
3
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
3 3.28.18 PACKAGE 4 - ADDENDUM #1
30 23 21 20 19 18 17 16 15 14 13 12 11 1029282726252422
A
D
J
K
B
D.4
D.9
E.5
F.3
HMATCH LINESEE /1S100-G2PC-2
[175' - 3"]PC-2
[175' - 3"]
PC-2
[175' - 3"]
PC-2
[175' - 3"]
PC-2
[175' - 3"]
G
D.3
C.9
24.328.4
D.8
E
F
E.7
D.1
13.617.5
C
E.3
S201
2
25.5 20.5 15.8
S201
3
S202
2
21.4 19.4 17.8 15.7 13.9
PC-2
[175' - 3"]
S202
1
S201
1
175' - 9"
PC-2D
[175' - 3"]
PC-2
[175' - 9"]
PC-2
[175' - 9"]
LOW POINT
HIGH POINT
HIGH POINT
LOW POINT
W6
PC-2
[175' - 3"]
PC-2D
[175' - 3"]
PC-2C
[175' - 3"]
PC-2
[175' - 3"]
W12
W12 W12 MF-3S202
5
27.3 27.1 25.7 25.326.5
S203
1
S203
2
S203
3
S203
4
PC-2
[175' - 9"]
40.00°
25.4
W3
W3W3
W5
W3W3
T.O. WALL= 179' - 10"
T.O. WALL= 182' - 0"
T.O. WALL= 183' - 0"
T.O. WALL= 186' - 0"
PC-2
[175' - 3"]
PC-2
[175' - 9"]
PC-2C
[175' - 3"]
T.O. WALL= 177' - 6"
G.6
A.5
F.9
J.5
24.5
MF-6
MF-6
MF-411' - 6"2' - 0"1B
S300
1B
S300
1B
S300
3
S300
3
S300
4
S300
5
S300
7
S300
6
S300
7
S300
1A
S300
8
S300
SIM.
2A
S301
2B
S301
4
S301
7
S301
1
S301
3
S301
5
S301
SEE FOR
STAIR DETAILS
/1 S110
S12
172' - 3 3/8"
174' - 4"
S18
S18
174' - 2"
174' - 4"MF-3
TYP
3' - 0"8" TYPW1
2
W
1
2
W12(E) W1
(E) W1
(E) W1(E) W1(E) W1175' - 10"
8
S300
SIM.TYP. WHERE MAT SLAB
DOES NOT PROJECT INTO
WALL
TYP. WHERE MAT SLAB
PROJECTS INTO WALL
1
S301TYP. WHERE MAT SLAB
DOES NOT PROJECT INTO
WALL
TYP. WHERE MAT SLAB
PROJECTS INTO WALL
MF-4 MF-4
MF-4
MF-4 MF-4175' - 10"
175' - 10"
PC-2
[175' - 7 1/2"]
(6)#8T (6)#8T
(3)#8B(3)#8B
S12
170' - 0"
1
S302
W3
W3W3
PC-2E
[175' - 3"]
PC-2D
[175' - 3"]
PC-2E
[175' - 3"]
PC-2E
[175' - 3"]
PC-2E
[175' - 3"]
S.O.G.-3
175' - 9"
175' - 9"
175' - 9"
MF-4
7' - 0"WF1[174' - 9"]W12A8' - 10"W12AWF2[174' - 9"]3 0 .00°
PC-4(T)
[175' - 9"]
15.00°
PC-4(T)
[175' - 3"]
PC-4(T)
[175' - 7"]
PC-4(T)
[175' - 3"]
PC-3(T)
[175' - 9"]
PC-2
[175' - 7"]
PC-4(T)
[175' - 7"]
PC-3(T)
[175' - 9"]PC-4(T)
[175' - 7"]
1
S402
1
S402
1
S402
1
S402
1
S402
1
S402
1
S402
4-#9 BARS
SLOPE DN.
7-#9 BARS
20-#9 BARS
OPEN
9-#9 BARS CONTINUOUS
ACROSS STEP IN SLAB
W12W12W12 W12 W12W12
6-#9 BARS
SLOPE DN.15
15 15 15
16
9-#9 BARS CONTINUOUS
ACROSS STEP IN SLAB
26.6
D.7
E.1
17
18
13
13
14
13
20
21 21 21
22
175' - 9"
175' - 9"
175' - 9"
174' - 4"
SEE FOR
STAIR DETAILS
/2 S110
W12
W12W12W12W12W12W12
W12
14
1
RAMP UPRAMP UPRAMP UP
1
OPEN
S8
13
W8A
W8AW8A
S18
175' - 9"
F.1
175' - 9"
1A
S300
1
S12
2
S302
W1
14.114.216.116.216.317.718.9 17.418.720.121.322.9 13.8 13.413.5 13.1 12.3 9.910.4
10' - 2"20' - 0"14' - 3"14' - 0"13' - 7"15' - 4"14' - 3 3/8"5' - 8 3/4"20' - 4 3/8"13' - 0 3/4"15' - 1 3/4"12' - 0"19' - 0"11' - 6 1/4"19' - 4 3/8"4' - 2 3/8"31' - 7"5' - 11 3/8"11' - 8"5' - 6 5/8"
4"
2 5/8"
11"
1' - 3 3/4"
11' - 5 1/4"4' - 2 3/4"
1' - 0"
11' - 1 5/8"
1' - 6 5/8"
6 1/4"
1' - 11 5/8"2' - 2 5/8"3' - 0"
2' - 7 5/8"
4' - 9 7/8"
1' - 6 1/2"1' - 6 1/2"
9"
4' - 10 1/2"
7 1/2"
1' - 11 1/2"
5"
9"
2' - 2 1/4"3' - 1 3/4"
3' - 6 5/8"7 5/8"
2' - 8 3/8"
4' - 9"6' - 4 3/8"
7 1/2"
9' - 2 3/4"
2' - 0 3/4"1' - 3 1/4"
3' - 10 3/8"
2' - 3 5/8"1' - 11 3/8"
A.1
A.2
A.3
A.4
A.6
J.7
J.4
J.8
J.9
H.7
J.6
MF-2
7"4' - 9 3/4"3' - 10"4' - 6 1/4"7' - 2 3/8"8' - 5 1/8"5' - 5 1/2"8 1/4"3' - 9 3/4"3"1' - 11 7/8"4' - 10 1/4"5 7/8"7 1/2"1' - 4"1' - 5"2"2 5/8"11 3/4"2' - 8 1/4"9 1/8"8' - 7 3/4"1' - 4 1/4"7"4' - 9 3/4"28' - 11 5/8"9' - 3 5/8"1' - 8"8' - 2"16' - 7 1/8"24' - 0 7/8"11' - 2 3/4"1' - 10"38' - 5 1/4"2' - 10 1/8"10 7/8"8' - 3"1' - 4 3/8"4' - 8 3/4"1' - 4"4 1/2"25.9
1' - 8 1/8"
3 7/8"
2' - 8 5/8"
2' - 7 1/2"
9"
D.10
2' - 10 1/2"
3' - 1 1/4"HSS6x6x5/8HSS6x6x5/8HSS6x6x5/82' - 11 1/2"3' - 6"2' - 10 1/2"2' - 10 1/2"4' - 7 1/2"
4' - 3 1/4"HSS6x6x5/8HSS6x6x5/8HSS6x6x5/8HSS10x4x5/8HSS6x6x5/8HSS6x6x5/8HSS10x4x5/8HSS6x6x5/8HSS10x4x5/821.2
E.6
1. T.O. SLAB ON GRADE ELEVATION = 175' - 9", THUS +XXX'-XX" INDICATING VARIANCE FROM TYPICAL
ELEVATION.
2. SEE ARCHITECTURAL DRAWINGS FOR TOPPING SLAB ELEVATION AND EXTENT.
3. COORDINATE WITH ARCH/MEP/CIVIL DRAWINGS FOR ALL UNDERSLAB PIPING/UTILITY
REQUIREMENTS. COORDINATE SEQUENCE OF INSTALLATION OF PILES AND UTILITIES/UNDERSLAB
PIPING, INCLUDING MEETING GEOTECHNICAL REQUIREMENTS FOR PILE INSTALLATION AND
STABILITY.
4. PROVIDE NORMAL WEIGHT CONCRETE FOR RAISED SLAB, RAISED SLAB AT STAIR, AND RAISED
SLAB AT RAMP SOUTH OF GRIDLINE 23 WHERE FLOOR FINISH IS EXPOSED CONCRETE. SEE
TYPICAL DETAIL.
5. CONTRACTOR SHALL SUBMIT PROPOSED LOCATIONS AND EXTENTS OF MAT SLAB
CONSTRUCTION JOINT FOR REVIEW PRIOR TO PLACEMENT OF CONCRETE. SEE TYPICAL DETAIL.
6. COORDINATE ALL PENETRATIONS IN NEW AND EXISTING FOUNDATION WALLS WITH
CIVIL/LANDSCAPE/ARCHITECTURAL/MEP REQUIREMENTS.
7. COORDINATE FLOOR BOX QUANTITY, SIZE, AND LAYOUT WITH ARCHITECTURAL AND MEP
DRAWINGS. FOR PRICING PURPOSES, ASSUME 69 TOTAL FLOOR BOXES IN LEVEL G. FLOOR
BOXES TO BE EMBEDDED IN STRUCTURAL SLAB. FINAL FLOOR BOX LAYOUT WILL BE PROVIDED IN
A FUTURE ISSUANCE. WHERE TOP MAT SLAB REINFORCEMENT INTERFERES WITH FLOOR BOX,
STOP MAT SLAB REINFORCEMENT AT FLOOR BOX AND PROVIDE SPLICED BARS ON EITHER SIDE
OF FLOOR BOX MATCHING INTERRUPTED REBAR. (THIS NOTE APPEARS ON SHEETS S100-G1 AND
S100-G2, BUT THE TOTAL QUANTITY ON LEVEL G IS 69).
8. 2" CONCRETE TOPPING SLABS SHALL BE BONDED TO SUPPORTING CONCRETE SURFACE. APPLY
BONDING AGENT PRIOR TO CASTING 2" CONCRETE TOPPING SLABS. SEE SPECIFICATION SECTION
033000.
9. SEE BASEPLATE SCHEDULE FOR BOTTOM OF BASEPLATE ELEVATIONS. THERE ARE MANY
COLUMNS THAT HAVE BASEPLATES RECESSED INTO THE TOP OF THE MAT. SEE TYPICAL DETAIL
FOR RECESSED BASEPLATE DETAIL. COORDINATE BOXOUT SIZE WITH BASEPLATE SIZE AND
TYPICAL DETAIL.NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NOTES:
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
KEYNOTES:
1/8" = 1'-0"4/2/2018 10:48:09 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS100-G1
04/06/18
LEVEL G-1 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1/8" = 1'-0"S100-G1
1 LEVEL G - 1
20 EXISTING CONCRETE PIER AND FOOTING BELOW TO BE ABANDONED,
TYP.
21 EXISTING CONCRETE BUTTRESS OF UNKNOWN CONSTRUCTION.
BUTTRESS AND EXISTING EAST FOUNDATION WALL TO BE EXAMINED
BY EOR TO EVALUATE REMOVAL POSSIBILITIES OR WALL SUPPORT
CHANGES TYP.
22 (E) PC-4 TO BE DEMOLISHED AND EXISTING PILES CUT DOWN TO A
MINIMUM OF 12" BELOW NEW CAP TYP AT NEW CAP.
1 DOWEL NEW TUNNEL WALLS AND SLABS INTO EXISTING CONCRETE
WALLS WITH #5 BARS @ 12 LOCATED AT CENTER OF TUNNEL
WALLS/SLAB EMBEDDED 6" MINIMUM WITH HILTI HIT HY-200 ADHESIVE
SYSTEM.
13 RAISED RAMP. SEE ARCHITECTURAL DRAWINGS AND TYPICAL
DETAILS ON S501.
14 RAISED SLAB. SEE ARCHITECTURAL DRAWINGS AND TYPICAL
DETAILS ON S501.
15 PROVIDE ADDITIONAL 6-#6 TOP BARS EACH WAY OVER TOP OF
COLUMN.
16 SLOPE TOP OF VAULT ROOF SLAB FROM HIGH POINT AT NORTH TO
LOW POINT AT SOUTH.
17 TOP OF EXISTING FOUNDATION WALLS AROUND ENTIRE BASEMENT
PERIMETER ARE TO BE CAREFULLY CUT DOWN TO 12" MIN. BELOW
EXISTING TOP OF WALL EL. TO EXPOSE EXISTING VERTICAL REBAR
FOR FULL TENSION CAPACITY MECHANICAL COUPLER INSTALLATION
FOR ALL VERTICAL WALL REINFORCING EXCLUDING EXISTING SLAB
DOWELS.
18 NEW STAIR OPENING.
1
1
1
LEVEL SCHEDULE
NAME ELEVATION
T.O. SLAB (E) LEVEL LL 158' - 11"
T.O. STEEL LEVEL G 174' - 5"
LEVEL G 175' - 11"
SOUTH ENTRY 177' - 6"
T.O. STEEL LEVEL 1 (AT 6.5" SLAB) 185' - 11"
T.O. STEEL LEVEL G.5 187' - 5 3/4"
T.O. SLAB LEVEL G.5 188' - 0"
T.O. STEEL LEVEL 1 191' - 6 3/4"
T.O. SLAB LEVEL 1 192' - 1"
T.O. STEEL LEVEL 2 202' - 6 3/4"
T.O. SLAB LEVEL 2 203' - 1"
T.O. STEEL LEVEL 3 213' - 6 3/4"
T.O. SLAB LEVEL 3 214' - 1"
T.O. STEEL THROAT ROOF 224' - 1 3/4"
T.O. SLAB THROAT ROOF 224' - 8"
T.O. STEEL LEVEL 4 227' - 7 3/4"
T.O. STEEL JEWEL BOX ROOF 228' - 0"
T.O. SLAB LEVEL 4 228' - 2"
T.O. DECK JEWEL BOX ROOF 228' - 3"
T.O. STEEL ROOF (HP) 241' - 8 1/2"
T.O. DECK ROOF (HP) 241' - 11 1/2"
T.O. STEEL DOG HOUSE ROOF 248' - 3 1/2"
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
3 3.28.18 PACKAGE 4 - ADDENDUM #1
7 6 5 4 3 2
D
J
K
B
- 1
89
D.4
D.9
E.5
F.3
H
MATCH LINESEE /1S100-G1MATCH LINESEE /1S100-G110' - 9 7/8"12' - 0"12' - 0"12' - 0"7' - 0"10' - 4 1/4"22' - 7 1/2"24' - 9"
G
1.7
D.3
C.9
D.8
E
F
E.7
D.1
MF-2
C
E.3
W6 W6W6W4
174' - 10"
W2
MF-2
1
W6
W6W6
G.6
F.9
J.5
2.7 2.5
W6MF-2A
175' - 4"
(E) W1
(E) W1(E) W1
6
S301
5
S301
5
S301
5
S301
5
S301
MF-2A
174' - 10"
MF-2
8
S301
8
S301 (2) #8 B(1) #8 B(1) #8 T
D.7
E.1
24
25 26 26
F.1
W 66' - 0"4' - 10 1/4"7' - 2"11' - 5"
A.6
J.7
J.4
J.8
J.9
H.7
J.6
175' - 9"2"2 5/8"3' - 9 3/4"3"1' - 11 7/8"4' - 10 1/4"5 7/8"7 1/2"1' - 4"1' - 5"11 3/4"2' - 8 1/4"9 1/8"8' - 7 3/4"1' - 4 1/4"7"4' - 9 3/4"28' - 11 5/8"9' - 3 5/8"1' - 8"8' - 2"16' - 7 1/8"24' - 0 7/8"11' - 2 3/4"1' - 10"2' - 10 1/8"10 7/8"8' - 3"1' - 4 3/8"4' - 8 3/4"1' - 4"4 1/2"8' - 3 3/4"D.10
E.6
1. T.O. SLAB ON GRADE ELEVATION = 175' - 9", U.O.N., THUS = +XXX' - XX" INDICATING VARIANCE
FROM TYPICAL ELEVATION.
2. SEE ARCHITECTURAL DRAWINGS FOR TOPPING SLAB ELEVATION AND EXTENT.
3. COORDINATE WITH ARCH/MEP DRAWINGS FOR ALL UNDERSLAB PIPING/UTILITY REQUIREMENTS.
4. CONTRACTOR SHALL SUBMIT PROPOSED LOCATIONS AND EXTENTS OF MAT SLAB
CONSTRUCTION JOINT FOR REVIEW PRIOR TO PLACEMENT OF CONCRETE. SEE TYPICAL DETAIL.
5. COORDINATE ALL PENETRATIONS IN NEW AND EXISTING FOUNDATION WALLS WITH
CIVIL/LANDSCAPE/ARCHITECTURAL/MEP REQUIREMENTS.
6. SEE BASEPLATE SCHEDULE FOR BOTTOM OF BASEPLATE ELEVATIONS. THERE ARE MANY
COLUMNS THAT HAVE BASEPLATES RECESSED INTO THE TOP OF THE MAT. SEE TYPICAL DETAIL
FOR RECESSED BASEPLATE DETAIL. COORDINATE BOXOUT SIZE WITH BASEPLATE SIZE AND
TYPICAL DETAIL.
7. COORDINATE FLOOR BOX QUANTITY, SIZE, AND LAYOUT WITH ARCHITECTURAL AND MEP
DRAWINGS. FOR PRICING PURPOSES, ASSUME 69 TOTAL FLOOR BOXES IN LEVEL G. FLOOR
BOXES TO BE EMBEDDED IN STRUCTURAL SLAB. FINAL FLOOR BOX LAYOUT WILL BE PROVIDED IN
A FUTURE ISSUANCE. WHERE TOP MAT SLAB REINFORCEMENT INTERFERES WITH FLOOR BOX,
STOP MAT SLAB REINFORCEMENT AT FLOOR BOX AND PROVIDE SPLICED BARS ON EITHER SIDE
OF FLOOR BOX MATCHING INTERRUPTED REBAR. (THIS NOTE APPEARS ON SHEETS S100-G1 AND
S100-G2, BUT THE TOTAL QUANTITY ON LEVEL G IS 69).
8. 2" CONCRETE TOPPING SLABS SHALL BE BONDED TO SUPPORTING CONCRETE SURFACE. APPLY
BONDING AGENT PRIOR TO CASTING 2" CONCRETE TOPPING SLABS. SEE SPECIFICATION SECTION
033000.
9. SEE BASEPLATE SCHEDULE FOR BOTTOM OF BASEPLATE ELEVATIONS. THERE ARE MANY
COLUMNS THAT HAVE BASEPLATES RECESSED INTO THE TOP OF THE MAT. SEE TYPICAL DETAIL
FOR RECESSED BASEPLATE DETAIL. COORDINATE BOXOUT SIZE WITH BASEPLATE SIZE AND
TYPICAL DETAIL.NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NOTES:
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
KEYNOTES:
1/8" = 1'-0"4/2/2018 10:48:13 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS100-G2
04/06/18
LEVEL G-2 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1/8" = 1'-0"S100-G2
1 LEVEL G - 2
LEVEL SCHEDULE
NAME ELEVATION
T.O. SLAB (E) LEVEL LL 158' - 11"
T.O. STEEL LEVEL G 174' - 5"
LEVEL G 175' - 11"
SOUTH ENTRY 177' - 6"
T.O. STEEL LEVEL 1 (AT 6.5" SLAB) 185' - 11"
T.O. STEEL LEVEL G.5 187' - 5 3/4"
T.O. SLAB LEVEL G.5 188' - 0"
T.O. STEEL LEVEL 1 191' - 6 3/4"
T.O. SLAB LEVEL 1 192' - 1"
T.O. STEEL LEVEL 2 202' - 6 3/4"
T.O. SLAB LEVEL 2 203' - 1"
T.O. STEEL LEVEL 3 213' - 6 3/4"
T.O. SLAB LEVEL 3 214' - 1"
T.O. STEEL THROAT ROOF 224' - 1 3/4"
T.O. SLAB THROAT ROOF 224' - 8"
T.O. STEEL LEVEL 4 227' - 7 3/4"
T.O. STEEL JEWEL BOX ROOF 228' - 0"
T.O. SLAB LEVEL 4 228' - 2"
T.O. DECK JEWEL BOX ROOF 228' - 3"
T.O. STEEL ROOF (HP) 241' - 8 1/2"
T.O. DECK ROOF (HP) 241' - 11 1/2"
T.O. STEEL DOG HOUSE ROOF 248' - 3 1/2"
24 3'-0"X3'-0"X3'-0" SUMP PIT.
25 MF-2A OCCURS WHERE THE TOP OF EXISTING
MAT SLAB BELOW IS AT APPROXIMATELY
ELEVATION 172'-4".
26 TOP OF MAT SLAB AT SUNKEN COURTYARD
(MF-2 & MF-2A NOTED HERE) IS SLOPED TO
ALLOW DRAINAGE. MAT SLAB THICKNESS
SHOWN IN SCHEDULE IS MINIMUM
THICKNESS. INCREASE THICKNESS UPWARDS
TO ALLOW FOR SLOPE.
1
2
2
2
2
2
2
2
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 3.28.18 PACKAGE 4 - ADDENDUM #1
30 23 21 20 19 18 17 16 15 14 13 12 11 1029282726252422
A
D
J
K
B
D.4
D.9
E.5
F.3
H
MATCH LINESEE /1S101-2MATCH LINESEE /1S101-2L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8
W18x86W14x82
W12x26
W24x104W24x104
W24x192W24x176W24x94W12x30W8x15W24x55
W16x67W12x19W24x146W12x19W8x15W12x19W12x19 W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [22]W18x40 W21x44 [16]
W27x102 W14x30 W27x94 W8x35 [20] HIW14x30 W8x15W12x26
W8x15W30x90 W27x102 [56]
W18x40 W12x40 [26]W14x53 [17]W12x19W24x76 [52]W27x235 [52]W27x178W12x19W12x19W8x15W12x19W10x19 HIW16x26 [24] HIW12x26 HIW12x19 [18]W12x19 [18]W12x40 [26]246 k
W24x103 W27x84 [24]W16x26
G
D.3
C.9
24.328.4
D.8
E
F
E.7
D.1
13.6
W21x62W21x62W21x62W21x62W8x21 [12]W21x62W21x62W21x62W21x62W8x21 [12]W8x21 [12]W12x19W12x19W12x19W12x19W24x62
W24x76 [38]
W24x76 [62]W14x61
W12x19W12x19W12x19W8x15W8x15W24x68 W24x146W8x24W8x15W8x15W12x30 [20]W14x30
W12x30 [20]W12x30 [20]W12x30 [20]W14x30
W12x30 [20]W12x30 [20]W14x30 W12x30 [20]W12x30 [20]W14x30 [24]W12x30 [20]W12x30 [20]W14x43W12x30 [20]W12x30 [20]W12x35 [20]W12x35 [20]W8x15W8x1517.5
C
E.3
S201
2
W8x1525.5
W10x30 [22]W10x49 [22]50 kW10x30 [22]W10x30 [22]W8x18W8x18W8x18W8x18W8x18W8x18W8x1820.5
W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]15.8
W27x84W27x84
W27x84
W24x84
W27x84
S201
3
S202
2
W16x26 [22]
W16x26
W27x84 [52]W27x178 [52]21.4 19.4 17.8 15.7 13.9
W8x18W8x15 [14]S202
1
W30x90 [68]
S201
1
S6.25
S6.25L6x4x3/8L6x4x3/8L6x4x3/8L6x4x3/8L6x4x3/8L6x4x3/8L6x4x3/8L6x4x3/8 L6x4x3/8 L6x4x3/8
S6.25+2
W1
W6W8x15W12x65 [26]W8x15W12x30 [20]W12x30 [20]W12x30 W27x84 [52]W12x30 [20]W12x30 [20]192' - 0"
W21x68 [28] W21x68 [16]
W24x84 [54]W12x30 [20]W12x30 [20]0" / 12"0" / 12"0" / 12"0" / 12"
0" / 12"0" / 12"0" / 12"0" / 12"S7.5
MBP-2MBP-2MBP-2MBP-2MBP-1MBP-1MBP-1MBP-1MBP-1MBP-1MBP-1W16x77 MBP-3MBP-2MBP-2MBP-2MBP-2MBP-2MBP-2MBP-3W18x35 [10]W18x35 [10]
94 k
118 k34 k34 k31 k31 k31 k32 k99 k 100 k
W8x15
W8x15
BP-3 BP-3 BP-3 BP-3 BP-3BP-3 BP-3 BP-3 BP-3 BP-3W10x39 [36]37 k36 k36 k50 k37 k36 k36 kCANT.165 kCANT.CANT.203 kCANT.93 kCANT.145 k37 kW10x30 [22]37 k39 kW10x30 [22]39 k36 kW10x30 [22]36 k36 kW10x30 [22]36 k39 kW10x30 [22]39 k37 kW10x30 [22]37 k60 k110 k
W24x162
114 k
162 k
CANT.
CANT.
CANT.
CANT.CANT.115 k 154 k54 kW12x79 [48]54 k 54 k W12x79 [48] 54 k174 k W24x176 [24] 292 k
54 k W12x79 [30]54 k 54 k W12x79 [30] 54 k292 kW24x176 [24]174 k
140 kW14x53
W12x19 HIW10x19W16x26 [24] LOW< 187' - 5 3/4" >W8x35 LOW< 187' - 5 3/4" >W30x90
BP-4
BP-4
BP-4
L6x4x3/8L6x4x3/8T.O.WALL EL.
SEE ARCH. DWGS.HIGH POINT
CANT.CANT.27.3 27.1 25.7 25.326.5
S203
1
S203
2
S203
3
S203
4
CANT.W8x15W8x15192' - 1"
25.4
31 kW8x21 [12]31 k31 kW8x21 [12]31 k32 kW8x21 [12]31 k35 kW8x21 [12]35 k33 kW8x21 [12]33 k39 kW8x21 [12]38 k31 kW8x21 [12]31 k1/2" / 12"
1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"G.6
A.5
F.9
J.5
24.5
W12x26 W12x40W12x19 [17]W12x19 [17]W12x40W8x15 [14]W10x19W14x26 [24]BP-4 BP-4BP-4
W8x24S6.25W12x19W12x19W12x19W12x19W12x19W12x19W12x19W18x35 [26]W18x35 [26]W18x35 [26]W18x35 [26]W18x35 [26]W18x35 [26]W18x35 [26]W18x35 [26]W18x35 [26]W18x35 [26]W18x35 [18]W8x15 [12]W8x15 [12]W21x50 [30]W8x15 [12]W14x22 [12]W14x22 [12]W8x15 [12]W8x15 [12]W24x55 [28]W8x15 [12]2A
S301
2B
S301
4
S301
7
S301
3
S301
S110
1
S110
2
W24x76
W24x76
W12x19
W12x19 W8x15 [12]W8x15 HI
W21x44 [32] LO
< 188' - 10 1/4" >
1
S400 3
S400
H
1
S400
1
S400
3
S400
2
S400
2
S400
3
S400
2
S400
2
S400
3
S400
W12x40
188' - 0"
1
S301
8
S300
SIM.
4
S401
TYP. WHERE MAT SLAB
DOES NOT PROJECT INTO
WALL
TYP. WHERE MAT SLAB
PROJECTS INTO WALLW12x30 [20]W12x30 [20]MBP-2L6x4x3/8 W12x30 [20]W12x30 [20]W24x103W 24x103W24x103
W
24x103
W 2 4 x 1 0 3
W24x103W24
x
103
2
S402
3
S402113 k214 k
45 kW10x30 [22]45 k37 kW10x30 [22]37 k45 kW10x39 [36]45 k44 k W14x53 44 k
50 k
W14x30
W10x19
W10x19
W10x19
W10x19139 k140 k 87 kW14x145
57 k 37 kW10x30 [22]37 k37 kW10x30 [22]37 k19 kW10x60 [22]19 k47 k W14x109
45 k
155 k220 kW10x19
W10x19
W10x19
120 k
182 k
W24x84 [54]41 kW8x4026.6
D.7
E.1
W10x19
W10x19
W10x19
W10x19
W8x15 [12]W8x15 [12]W8x15 [12]W8x15 [12]W8x15 [12]W8x15 [12]W10x19
W10x19
W10x19
W10x19
7
S300
HSS8x4x3/8
OPEN
W12x26 HI
W14x53W18x35
W12x19 W12x19
W12x26 LO
< 187' - 5 3/4" >W14x53W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >W14x38< 187' - 5 3/4" >W12x35< 187' - 5 3/4" >W12x35
< 187' - 5 3/4" >W12x40< 187' - 5 3/4" >W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
< 187' - 5 3/4" >W16x45< 187' - 5 3/4" >W12x35
< 187' - 5 3/4" >
W12x40
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W12x40 LO
< 187' - 5 3/4" >W14x38< 187' - 5 3/4" >W12x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W12x35
< 187' - 5 3/4" >
W12x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W12x19
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >W14x38< 187' - 5 3/4" >W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >W24x55< 187' - 5 3/4" >W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >W12x35< 187' - 5 3/4" >W12x35
< 187' - 5 3/4" >
W12x35< 187' - 5 3/4" >
W12x26 LO
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W12x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
C8x11.5< 187' - 5 3/4" >
C8x11.5
W10x19
< 187' - 5 3/4" >W16x45< 187' - 5 3/4" >W12x35
< 187' - 5 3/4" >
W12x35
< 187' - 5 3/4" >
W12x40
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
OPEN
W12x19
W12x19
W21x44 [32]
< 188' - 10 1/4" >
W21x44 [32]
< 188' - 10 1/4" >
W21x44 [32]
< 188' - 10 1/4" >W21x62< 188' - 3 5/8" >95 k95 kBP-3
LOW POINT
188' - 8"
W10x19W8x1530k-ft10k-ft20k-ft60k-ft60k-ft10k-ft10k-ft75k-ft5k-ft525k-ft
525k-ft
30k-ft
45k-ft
10k-ft
75k-ft
40k-ft
135k-ft
155k-ft10k-ft55k-ft55k-ft15k-ft45k-ft55k-ft27
28
29
30
S101-1
2
F.1
W24x68
45
4545
45 45
45
45
45
W14x26 [24]W14x26 [24]BP-4
W10x19
W8x15W12x19
5
S402
5
S402
14.1
10' - 2"20' - 0"14' - 3"14' - 0"13' - 7"15' - 4"14' - 3 3/8"5' - 8 3/4"20' - 4 3/8"13' - 0 3/4"15' - 1 3/4"12' - 0"19' - 0"11' - 6 1/4"19' - 4 3/8"4' - 2 3/8"31' - 7"5' - 11 3/8"11' - 8"5' - 6 5/8"
14.2
4"
2 5/8"
11"
1' - 3 3/4"
11' - 5 1/4"4' - 2 3/4"
1' - 0"
11' - 1 5/8"
1' - 6 5/8"
6 1/4"1' - 11 5/8"2' - 2 5/8"
16.116.216.317.718.9
3' - 0"
2' - 7 5/8"
4' - 9 7/8"
1' - 6 1/2"1' - 6 1/2"
9"
4' - 10 1/2"
7 1/2"
1' - 11 1/2"
17.418.720.121.322.9
5"
9"
2' - 2 1/4"
3' - 1 3/4"
3' - 6 5/8"7 5/8"
2' - 8 3/8"
4' - 9"6' - 4 3/8"
7 1/2"
1' - 8 1/8"
3 7/8"
2' - 8 5/8"
2' - 7 1/2"
9' - 2 3/4"
2' - 0 3/4"1' - 3 1/4"
13.8 13.413.5 13.1 12.3
3' - 10 3/8"
9.9
2' - 3 5/8"1' - 11 3/8"
10.4
A.1
A.2
A.3
A.4
A.6
J.7
J.4
J.8
J.9
H.7
J.63' - 10"4' - 6 1/4"7' - 2 3/8"8' - 5 1/8"5' - 5 1/2"8 1/4"3' - 9 3/4"3"1' - 11 7/8"4' - 10 1/4"5 7/8"7 1/2"1' - 4"1' - 5"11 3/4"2' - 8 1/4"9 1/8"8' - 7 3/4"1' - 4 1/4"7"4' - 9 3/4"28' - 11 5/8"9' - 3 5/8"1' - 8"8' - 2"16' - 7 1/8"24' - 0 7/8"11' - 2 3/4"1' - 10"38' - 5 1/4"2' - 10 1/8"10 7/8"8' - 3"1' - 4 3/8"4' - 8 3/4"1' - 4"4 1/2"W8x1525.9
9"
D.10
4' - 1 7/8"4 1/2"7 1/2"6' - 0 7/8"4' - 11 1/2"
2' - 4 1/8"3' - 2 3/8"3' - 8 1/2"1' - 11 7/8"2' - 10 1/2"2' - 10 1/2"2' - 11 1/2"3' - 6"H SS 10x4x5/8H S S10x4x5/8H S S6x6x5/8H SS10x4x5/8H S S 6x6x5/8H S S 6x6x5/8W8x15
W8x15
W8x15
21.2
W8x15W8x15 W8x15W12x30W8x15W8x15W8x15 W8x15
W8x15W8x15W8x15W8x15
E.6W8x18
1. T.O. SLAB ON METAL DECK PER LEVEL SCHEDULE, U.O.N., THUS = +XXX'-XX INDICATING VARIANCE
FROM TYPICAL ELEVATION.
2. T.O. STEEL ELEVATION TO BE -6 1/4" FROM T.O. METAL DECK ELEVATION, U.O.N., THUS <+XXX'-
XX"> INDICATING VARIANCE FROM TYPICAL ELEVATION.
3. STEEL BEAMS ARE COMPOSITE AND HAVE (1) STUD PER FOOT OF LENGTH, U.O.N., THUS (XX).
4. SEE ARCHITECTURAL DRAWINGS FOR TOPPING SLAB ELEVATION AND EXTENT.
5. FOR PRICING ASSUME 20% OF EAST/WEST SPANNING BEAMS HAVE A MINIMUM OF 1 BEAM WEB
PENETRATION THAT IS REINFORCED PER PENETRATION TYPE P-A (SEE TYPICAL DETAILS).
APPROXIMATELY 35 PENETRATIONS TOTAL.
6. FOR PRICING ASSUME 60 POKE-THRU ELECTRICAL/TELECOM FLOOR BOXES REQUIRING DECK
REINFORCING PER TYPICAL DETAIL ON S503.
16 15 14
E.5
F.3
E
F
E.7
E.3
15.8 15.7 13.9
E.1
W12x26 < 187' - 5 3/4" >
W12x22
< 187' - 5 3/4" >W12x19< 187' - 5 3/4" >W24x55< 187' - 5 3/4" >W8x15< 187' - 5 3/4" >W14x53< 187' - 5 3/4" >W12x19
< 187' - 5 3/4" >
F.1
8"
14.114.216.1 13.8
D.10
6 1/4"
1' - 11 5/8"2' - 2 5/8"
19' - 4 3/8"4' - 2 3/8"
4"
2 5/8"11"
1' - 3 3/4"16' - 7 1/8"4' - 0 7/8"1' - 11 7/8"4' - 10 1/4"5 7/8"7 1/2"H S S 6x6x5/8HSS6x6x5/8H SS6x6x5/81' - 0 3/8"
4' - 3 1/4"1' - 4"1' - 5"E.6
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NOTES:
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
KEYNOTES:
1/8" = 1'-0"4/2/2018 10:48:19 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS101-1
04/06/18
LEVEL 1-1 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1/8" = 1'-0"S101-1
1 LEVEL 1 - 1
1
1
1
1
27 6" CONCRETE CURB. TOP OF CURB
EL.=193'-1 1/2".
28 6" CONCRETE CURB. TOP OF CURB
EL.=194'-1 1/2".
29 CONTINUOUS CURVED WIDE FLANGE BEAM
WITH WELDED PLATE, PLATE THICKNESS
TO MATCH BEAM WEB. SEE FACADE
SECTIONS FOR DETAILS.
30 6" CONCRETE CURB. TOP OF CURB
EL.=196'-7 1/2".
45 FOR PRICING PROVIDE ADD-ALTERNATE
10"X3" RECTANGULAR PLATE COLUMN.
AESS TYPE 3
LEVEL SCHEDULE
NAME ELEVATION
T.O. SLAB (E) LEVEL LL 158' - 11"
T.O. STEEL LEVEL G 174' - 5"
LEVEL G 175' - 11"
SOUTH ENTRY 177' - 6"
T.O. STEEL LEVEL 1 (AT 6.5" SLAB) 185' - 11"
T.O. STEEL LEVEL G.5 187' - 5 3/4"
T.O. SLAB LEVEL G.5 188' - 0"
T.O. STEEL LEVEL 1 191' - 6 3/4"
T.O. SLAB LEVEL 1 192' - 1"
T.O. STEEL LEVEL 2 202' - 6 3/4"
T.O. SLAB LEVEL 2 203' - 1"
T.O. STEEL LEVEL 3 213' - 6 3/4"
T.O. SLAB LEVEL 3 214' - 1"
T.O. STEEL THROAT ROOF 224' - 1 3/4"
T.O. SLAB THROAT ROOF 224' - 8"
T.O. STEEL LEVEL 4 227' - 7 3/4"
T.O. STEEL JEWEL BOX ROOF 228' - 0"
T.O. SLAB LEVEL 4 228' - 2"
T.O. DECK JEWEL BOX ROOF 228' - 3"
T.O. STEEL ROOF (HP) 241' - 8 1/2"
T.O. DECK ROOF (HP) 241' - 11 1/2"
T.O. STEEL DOG HOUSE ROOF 248' - 3 1/2"
1
1 1 1
1
1
1
1
1
1/8" = 1'-0"S101-1
2 LEVEL 1 - 1 - PARTIAL FRAMING PLAN
1
1
1
1 1
1
2
2
2
2 2 222
2
2
2
1
2
2 2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3 3
3 3 3 3
3
3 333
3
3
3
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
3 3.28.18 PACKAGE 4 - ADDENDUM #1
7 6 5 4 3 2
D
J
K
B
- 1
89
D.4
D.9
E.5
F.3
H
MATCH LINESEE /1S101-1MATCH LINESEE /1S101-1W21x68 [16]
G
1.7
D.3
D.8
E
F
E.7
D.1
W10x19 W12x72
W21x68 [16]W21x68 [16] W21x68 [16] W21x68 W8x48 [40]W21x62W21x62W21x62W21x62W21x62W8x18 [14]W8x18 [14]W8x18 [14]W8x18 [14]W10x19W10x19W12x136W8x18
W8x18 [12]
W8x18 [12]
W8x18 [12]W14x26W14x26W14x26W8x15W27x84W27x84W27x84 [54]W27x84 [30]W24x62 [68]W27x84 [38]W27x84 [32]W21x44 [40]W8x24 W14x38
W8x24 W14x38
W8x24 W14x38
W8x24 W14x38
W8x24 W14x38
W8x24 W12x16 [36]
W14x38W8x24
W8x18
W8x24
W14x38
W8x18 [12]W8x24 W14x38
W14x38W8x24W8x18 [12]
W8x24 W14x38
W14x34 [24]W8x24W14x26 [38]
W12x16W21x62W21x62W21x62W21x62W21x62W18x50W16x26W8x18 [14]W8x21 [14]W8x18W8x18 [14]W8x18 [16]W21x62W21x62C
E.3S7.5S7.5 W6W6
W6
W1
W4W2
W21x68 [16]
0" / 12"
188' - 8"
LOW POINT
LOW POINT
HIGH POINT
HIGH POINT
W8x18 [12]
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"1/2" / 12"
1/2" / 12"
1/2" / 12"
0" / 12"1/2" / 12"
1/2" / 12"1/2" / 12"
1/2" / 12"1/2" / 12"
1/2" / 12"1/2" / 12"
1/2" / 12"1/2" / 12"
1/2" / 12"1/2" / 12"
1/2" / 12"1/2" / 12"
1/2" / 12"1/2" / 12"
1/2" / 12"1/2" / 12"0" / 12"0" / 12"
0" / 12"
0" / 12"0" / 12"0" / 12"0" / 12"0" / 12"0" / 12"0" / 12"0" / 12"0" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"
BP-3 BP-3 BP-3BP-3 BP-3 BP-3BP-3 BP-3 BP-3 BP-3BP-3 BP-330 k31 k28 k28 k30 k30 k32 k32 k32 k32 k32 k32 k34 k28 k33 k34 k96 k 101 k
35 k
35 k
35 k
35 k
35 k
35 k
35 k
35 k
35 k
35 k
35 k
35 k
35 k
35 k
35 k 35 k
55 k
65 k
60 k
60 k
55 k
55 k
55 k
55 k
55 k
55 k
55 k
130 k60 k
65 k
60 k
60 k
55 k
55 k
55 k
55 k
55 k
55 k
55 k
150 k150 kBP-7 BP-7
BP-7
BP-4 BP-4
BP-6
BP-6
BP-6
BP-6
BP-6
BP-6
BP-6
BP-6
BP-6
BP-6
BP-6
BP-6
BP-6
BP-4
BP-4
BP-4
189' - 5 7/8"
189' - 6"
W8x180" / 12"
187' - 11 1/2"
1
W 6BP-3 BP-3
BP-736 kW8x21 [12]35 k35 kW8x21 [12]35 k39 kW8x21 [12]38 k1/2" / 12"1/2" / 12"
1/2" / 12"W2
7
x
1
0
2
G.6
F.9
J.5
2.7 2.5
1/2" / 12"W8x18
W8x18
W8x18
W8x18
W8x18
W8x18
W8x18
W8x18
W14x26 [20]
W14x26 [20]
W14x26 [20]
W14x26 [20]
W14x26 [20]
W14x26 [20]
W14x26 [20]
W14x26 [20]
W14x26 [20]W8x15W16x26W16x26W16x26W16x50 [26]W14x26 [20]
W8x24 W14x38 [38]
0" / 12"
1/2" / 12"
55 k55 kW14x26 [20]
BP-6
(E) W1
W6W6
W6S10W6W6
W8
x
6
7
W8x18
W8x18BP-3
0" / 12"
0" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
0" / 12"
1/2" / 12"
0" / 12"
1/2" / 12"
BP-4
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
1/2" / 12"
BP-3W10x22 [12]W10x22W8x24
W12x16
186' - 9 1/2"
188' - 4 7/8"
187' - 3"
187' - 3"
HIGH POINT
LOW POINT
50 k
50 k
50 k
50 k
50 k
50 k
50 k
50 k
50 k
50 k
50 k
50 k
50 k
50 k
50 k
50 k
50 k
50 k
50 k
50 k
50 k
50 k
50 k
65 k65 k10' - 9 7/8"12' - 0"12' - 0"12' - 0"7' - 0"10' - 4 1/4"22' - 7 1/2"24' - 9"S10185' - 7 1/2"
187' - 2 7/8"
6
S301
5
S301
5
S301
5
S301
5
S301(14)#6T(14)#6T(1)#6T(1)#6T
R.C. LINTEL 12" W x 18"
(2) No.8 T &B w/ No.4 @4" O.C.
20 k
20 k
20 k
20 k
20 k
20 k
20 k
20 k
20 k 20 k
20 k
20 k
20 k
20 k
20 k
20 k
20 k
20 k
4
S402
34 k141 k
31 k30 k
30 k
30 k
30 k
30 k
30 k
30 k
30 k
30 k
30 k
30 k
30 k
30 k
30 k30 k
30 k
30 k
30 k
30 k
30 k
30 k
30 k
30 k
30 k
30 k
30 k
30 k
30 k45 k31 k39 k39 k4
S402
20 k
W8x18
20 k
D.7
E.1
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >W12x19< 187' - 5 3/4" >W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >W18x40< 187' - 5 3/4" >W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W12x19
< 187' - 5 3/4" >
W10x19
< 188' - 10 1/4" >W21x62< 188' - 3 5/8" >95 k95 kBP-3
1/2" / 12"
23
23
OPEN
32
33
33
43
F.1
6' - 0"4' - 10 1/4"7' - 2"11' - 5"
A.6
J.7
J.4
J.8
J.9
H.7
J.62"2 5/8"3' - 9 3/4"3"1' - 11 7/8"4' - 10 1/4"5 7/8"7 1/2"1' - 4"1' - 5"11 3/4"2' - 8 1/4"9 1/8"8' - 7 3/4"1' - 4 1/4"7"4' - 9 3/4"28' - 11 5/8"9' - 3 5/8"1' - 8"8' - 2"16' - 7 1/8"24' - 0 7/8"11' - 2 3/4"1' - 10"2' - 10 1/8"10 7/8"8' - 3"1' - 4 3/8"4' - 8 3/4"1' - 4"8' - 3 3/4"D.102' - 3"7' - 1 1/8"4' - 6 7/8"5' - 3"6' - 0"6' - 0"7 1/8"5' - 6 1/4"5' - 3 1/8"3' - 0"3' - 10 1/8"3' - 3"10 1/8"E.6
1. T.O. SLAB ON METAL DECK PER LEVEL SCHEDULE, U.O.N., THUS = +XXX'-XX INDICATING VARIANCE
FROM TYPICAL ELEVATION.
2. T.O. STEEL ELEVATION TO BE -7 1/2" FROM T.O. METAL DECK ELEVATION, U.O.N., THUS <+XXX'-
XX"> INDICATING VARIANCE FROM TYPICAL ELEVATION.
3. STEEL BEAMS ARE COMPOSITE AND HAVE (1) STUD PER FOOT OF LENGTH, U.O.N., THUS (XX).
4. SEE ARCHITECTURAL DRAWINGS FOR TOPPING SLAB ELEVATION AND EXTENT.
5. FOR PRICING ASSUME EACH PRIMARY BEAM SPANNING BETWEEN COLUMNS HAS A MINIMUM OF 1
BEAM WEB PENETRATION THAT IS REINFORCED PER PENETRATION TYPE P-A (SEE TYPICAL
DETAILS). APPROXIMATELY 50 PENETRATIONS TOTAL.NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NOTES:
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
KEYNOTES:
1/8" = 1'-0"4/2/2018 10:48:24 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS101-2
04/06/18
LEVEL 1-2 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1/8" = 1'-0"S101-2
1 LEVEL 1 - 2
1
1
LEVEL SCHEDULE
NAME ELEVATION
T.O. SLAB (E) LEVEL LL 158' - 11"
T.O. STEEL LEVEL G 174' - 5"
LEVEL G 175' - 11"
SOUTH ENTRY 177' - 6"
T.O. STEEL LEVEL 1 (AT 6.5" SLAB) 185' - 11"
T.O. STEEL LEVEL G.5 187' - 5 3/4"
T.O. SLAB LEVEL G.5 188' - 0"
T.O. STEEL LEVEL 1 191' - 6 3/4"
T.O. SLAB LEVEL 1 192' - 1"
T.O. STEEL LEVEL 2 202' - 6 3/4"
T.O. SLAB LEVEL 2 203' - 1"
T.O. STEEL LEVEL 3 213' - 6 3/4"
T.O. SLAB LEVEL 3 214' - 1"
T.O. STEEL THROAT ROOF 224' - 1 3/4"
T.O. SLAB THROAT ROOF 224' - 8"
T.O. STEEL LEVEL 4 227' - 7 3/4"
T.O. STEEL JEWEL BOX ROOF 228' - 0"
T.O. SLAB LEVEL 4 228' - 2"
T.O. DECK JEWEL BOX ROOF 228' - 3"
T.O. STEEL ROOF (HP) 241' - 8 1/2"
T.O. DECK ROOF (HP) 241' - 11 1/2"
T.O. STEEL DOG HOUSE ROOF 248' - 3 1/2"
23 COORDINATE FRAMING WITH SKYLIGHT
LOCATIONS PROVIDED BY ARCH., TYP.
SEE TYPICAL DETAIL ON S502 FOR
FRAMING REQUIREMENTS.
32 T.O.WALL EL. SEE ARCH. DWGS.
33 T.O.WALL EL. SEE DETAIL.
43 COORDINATE FRAMING WITH SKYLIGHT
LOCATIONS PROVIDED BY ARCH., TYP.
SEE TYPICAL DETAIL ON S502 FOR
FRAMING REQUIREMENTS.
1
1
1
1
1
1
1
1
1
1
1
1
2
2
3
3
3
3
3
3
3
3
3
3
3 3
33
3
333
3
3
3
3
3
3
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
3 3.28.18 PACKAGE 4 - ADDENDUM #1
23 21 20 19 18 17 16 15 14 13 12 11 1029282726252422
A
D
J
K
B
H H H
89
D.4
D.9
E.5
F.3
H
G
D.3
C.9
24.328.4
D.8
E
F
E.7
D.1
13.617.5
C
E.3
S201
2
25.5 20.5 15.8
S201
3
S202
2
21.4 19.4 17.8 15.7 13.9
S202
1
S201
1 S6.25S6.25S6.25+2
S6.25
203' - 0"W14x99 [38]W8x15 [12]W8x15 [12]W8x15 [12]W8x15 [12]W8x15 [12]W8x15 [12]W8x15 [12]W12x26
W16x26W16x26W8x15W8x15 [12]W14x43W8x15W16x26W12x26 [12]W12x19W12x26W8x15W16x26 W8x15 [22]W18x35
W10x19
W18x35
HSS8x4x3/8
W12x19W8x15W12x35 [25]W14x53W16x45W16x26W16x26 W16x26W16x26W16x26W16x26W16x26W16x36
W16x36
W16x36
W16x36
W8x24 [16]
W8x31 W8x31 W8x31 W8x31
W21x55
W12x19 W21x55
W8x15W8x15W8x15
W12x26
W8x15W8x15W8x15W8x15W8x15W14x22
W16x26 W16x36 [24]W12x19
W12x19W12x19
W12x19 W12x19W12x58
W18x76
W18x35
W16x100
W16x40
W18x35W18x35W16x40
W16x40 W18x35W18x35W16x40 W16x31W16x26
W12x58 [38]
W24x55 [32]W10x19W12x26W8x15W8x15W12x58W27x84
W21x62
W14x22
W21x62 [44]
W21x50 [18]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W12x58 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W12x19 [13]W16x26W10x49W10x49W8x18W8x18 [8]W8x18W8x18W8x18W8x18W8x18W8x18W8x18W8x31W8x15 [14]W8x15W8x15W14x109 [38]W12x65 [8]W8x15 [12]W8x15 [12]W8x15W8x15W8x15W8x15W10x19 W8x15W8x15W8x15W8x15W8x15W16x40W16x40W18x35
W18x35
W18x35
W18x35
S6.25
W8x31
MBP-3 MBP-4 MBP-2 MBP-2 MBP-4
W8x15W16x31W8x1826 k37 kW10x3037 k37 kW10x3037 k36 kW10x3036 k36 kW10x3036 k40 kW10x30 [22]40 k39 kW10x30 [18]39 k49 kW14x13257 k
82 kW12x170 [78]81 k 54 k W12x79 54 k30 k W12x22 [24]
27 k
81 k W12x170 [78]
83 k 54 k W12x79 54 k
27 k
W12x22 [24]30 k 36 kW10x3036 k36 kW10x3036 k37 kW10x3037 k85 kW14x159
50 k 49 k
W14x82
61 k
47 k W24x55 [46] 45 k
W8x15
W8x15
220 kW18x119155 kW18x76W18x211170 kW14x109 [38]W12x65 [8]
27.3 27.1 25.7 25.326.5
S203
1
S203
2
S203
3
S203
4
W10x19
W10x19W8x15 [12]25.4
W18x35
S6.25
S6.25MBP-4
W12x65 [8] W12x65 [10]
G.6
A.5
F.9
J.5
24.5
W12x26 [16]
W12x26
W12x19 W12x35 [25]W12x19W12x19W12x19W8x15 [14]W16x26W12x65W12x35 [25]W16x31W18x35W16x31W12x35 [16]W12x40 [27]W8x15 [12]W12x40 [26]W8x15
W16x31W16x31 [13]W10x19 [12] W10x19 [12]
W8x15 W8x15W8x15 W8x15
W10x19W10x19
W18x76W10x19 W10x19
C 8x11.5C8x11.5C 8x11.5C
8
x
1
1.5
W12x35 [25]W12x19W10x19
W8x15W10x19
W10x19
W8x15W10x19
W10x19
W8x15W10x19
W10x19
W8x15W10x19
W8x15
8
S400
7
S400
6
S400
8
S400
8
S400
5
S400
4
S400
6
S400
7
S400
2
S401
1
S401
4
S401
3
S401
11
S40013
S400
12
S400
11
S400
11
S400
12
S400
13
S400
12
S400
13
S400
12
S400
2
S401
1
S401
3
S401
6
S400
7
S400
W18x35
4
S401
170 k
120 k
W18x258
13
S400 W18x35W18x35H H H H H
W8x15W8x15 W8x15 W8x15 W8x15 W8x15
W8x15W8x15W8x15W8x15W8x1554 kW14x99 [38]43 kW14x90 [38]29 kW14x90 [38]25 k25 kW14x90 [38]29 k56 kW14x90 [38]25 k2
S40145 kW10x39 [24]45 k38 kW10x30 [18]38 k45 kW10x39 [36]45 k37 kW10x3037 k36 kW10x3036 k58 k W14x82
44 k W14x109
W8x15 W18x211120 k139 kW18x175131 k W18x283
210 k
W24x103
W 24x103W24x103W2
4
x1
0
3
W24x103
W 2 4 x 1 0 3
6
S402
W
16x57
W16x57
W 1 6 x 5 7
W16x57W16x57
W 1 6 x 5 7
5
S402
5
S402
SIM
5
S402
5
S402
SIM
W18x11990 k26.6
D.7
E.1
W10x19 W10x19
W10x19
W8x15C8x11.5
OPEN
OPEN
OPEN
OPEN
OPEN10k-ft5k-ft10k-ft20k-ft15k-ft35k-ft25k-ft5k-ft
30k-ft
10k-ft
5k-ft
5k-ft
5k-ft
5k-ft10k-ft5k-ft10k-ft10k-ft10k-ft5k-ft5k-ft50 kW10x39 [36]50 k29
29
34
35
35
3540k-ft40k-ft40k-ft80k-ft90k-ft60k-ft100k-ft215k-ftS6.25
OPEN
85k-ft
95k-ft
85k-ft
70k-ft
70k-ft
105k-ft
20k-ft40k-ft50k-ft90k-ft40k-ft80k-ft55k-ft220k-ftF.1
2
45 45
45
45
45
45 45
45
3
14.114.216.116.216.317.718.9 17.418.720.121.322.9 13.8 13.413.5 13.1 12.3 9.910.4
20' - 0"14' - 3"14' - 0"13' - 7"15' - 4"14' - 3 3/8"5' - 8 3/4"20' - 4 3/8"13' - 0 3/4"15' - 1 3/4"12' - 0"19' - 0"11' - 6 1/4"19' - 4 3/8"4' - 2 3/8"31' - 7"5' - 11 3/8"11' - 8"5' - 6 5/8"14' - 0 1/8"10' - 9 7/8"
4"
2 5/8"
11"
1' - 3 3/4"
11' - 5 1/4"4' - 2 3/4"
1' - 0"
11' - 1 5/8"
1' - 6 5/8"
6 1/4"
1' - 11 5/8"2' - 2 5/8"3' - 0"
2' - 7 5/8"
4' - 9 7/8"
1' - 6 1/2"1' - 6 1/2"
9"
4' - 10 1/2"
7 1/2"
1' - 11 1/2"
5"
9"
2' - 2 1/4"3' - 1 3/4"
3' - 6 5/8"7 5/8"
2' - 8 3/8"
4' - 9"6' - 4 3/8"
7 1/2"
9' - 2 3/4"
2' - 0 3/4"1' - 3 1/4"
3' - 10 3/8"
2' - 3 5/8"1' - 11 3/8"
1' - 8 1/8"
3 7/8"
2' - 8 5/8"
2' - 7 1/2"
A.1
A.2
A.3
A.4
A.6
J.7
J.4
J.8
J.9
H.7
J.6
W8x15
2"2 5/8"3' - 9 3/4"3"1' - 11 7/8"4' - 10 1/4"5 7/8"7 1/2"1' - 4"1' - 5"11 3/4"2' - 8 1/4"9 1/8"8' - 7 3/4"1' - 4 1/4"7"4' - 9 3/4"28' - 11 5/8"9' - 3 5/8"1' - 8"8' - 2"16' - 7 1/8"24' - 0 7/8"11' - 2 3/4"1' - 10"38' - 5 1/4"2' - 10 1/8"10 7/8"8' - 3"1' - 4 3/8"4' - 8 3/4"1' - 4"4 1/2"8' - 3 3/4"3' - 10"4' - 6 1/4"7' - 2 3/8"8' - 5 1/8"5' - 5 1/2"8 1/4"W14x5325.9
D.10
W12x192' - 7 3/8"5 1/8"2' - 6 5/8"
21.2
2' - 10 1/2"3' - 6"2' - 11 1/2"2' - 10 1/2"H SS6x6x5/8H SS6x6x5/8H S S10x4x5/8H SS 10x4x5/8H SS 10x4x5/8H SS6x6x5/8W8x15 W8x15 [12]W8x15
H SS 6x6x5/8H SS6x6x5/8H SS6x6x5/85' - 2 5/8"
4' - 3 1/4"
E.6
1. T.O. SLAB ON METAL DECK PER LEVEL SCHEDULE, U.O.N., THUS = +XXX'-XX INDICATING VARIANCE
FROM TYPICAL ELEVATION.
2. T.O. STEEL ELEVATION TO BE -6 1/4" FROM T.O. METAL DECK ELEVATION, U.O.N., THUS <+XXX'-
XX"> INDICATING VARIANCE FROM TYPICAL ELEVATION.
3. STEEL BEAMS ARE COMPOSITE AND HAVE (1) STUD PER FOOT OF LENGTH, U.O.N., THUS (XX).
4. SEE ARCHITECTURAL DRAWINGS FOR TOPPING SLAB ELEVATION AND EXTENT.
5. FOR PRICING ASSUME EACH PRIMARY BEAM SPANNING EAST/WEST HAS A MINIMUM OF 2 BEAM
WEB PENETRATIONS THAT ARE REINFORCED PER PENETRATION TYPE P-A (SEE TYPICAL
DETAILS). APPROXIMATELY 150 PENETRATIONS TOTAL.
6. FOR PRICING ASSUME 60 POKE-THRU ELECTRICAL/TELECOM FLOOR BOXES REQUIRING DECK
REINFORCING PER TYPICAL DETAIL ON S503.NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NOTES:
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
KEYNOTES:
1/8" = 1'-0"4/2/2018 10:48:25 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS102
04/06/18
LEVEL 2 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1/8" = 1'-0"S102
1 LEVEL 2
1
1
1
1
LEVEL SCHEDULE
NAME ELEVATION
T.O. SLAB (E) LEVEL LL 158' - 11"
T.O. STEEL LEVEL G 174' - 5"
LEVEL G 175' - 11"
SOUTH ENTRY 177' - 6"
T.O. STEEL LEVEL 1 (AT 6.5" SLAB) 185' - 11"
T.O. STEEL LEVEL G.5 187' - 5 3/4"
T.O. SLAB LEVEL G.5 188' - 0"
T.O. STEEL LEVEL 1 191' - 6 3/4"
T.O. SLAB LEVEL 1 192' - 1"
T.O. STEEL LEVEL 2 202' - 6 3/4"
T.O. SLAB LEVEL 2 203' - 1"
T.O. STEEL LEVEL 3 213' - 6 3/4"
T.O. SLAB LEVEL 3 214' - 1"
T.O. STEEL THROAT ROOF 224' - 1 3/4"
T.O. SLAB THROAT ROOF 224' - 8"
T.O. STEEL LEVEL 4 227' - 7 3/4"
T.O. STEEL JEWEL BOX ROOF 228' - 0"
T.O. SLAB LEVEL 4 228' - 2"
T.O. DECK JEWEL BOX ROOF 228' - 3"
T.O. STEEL ROOF (HP) 241' - 8 1/2"
T.O. DECK ROOF (HP) 241' - 11 1/2"
T.O. STEEL DOG HOUSE ROOF 248' - 3 1/2"
1
1
1
29 CONTINUOUS CURVED WIDE FLANGE BEAM WITH
WELDED PLATE, PLATE THICKNESS TO MATCH
BEAM WEB. SEE FACADE SECTIONS FOR DETAILS.
34 6" CONCRETE CURB. TOP OF CURB EL. = 208'-7 1/2".
35 6" CONCRETE CURB. TOP OF CURB EL. = 205'-1 1/2".
45 FOR PRICING PROVIDE ADD-ALTERNATE 10"X3"
RECTANGULAR PLATE COLUMN. AESS TYPE 3
1
1 1 1 1 1
1
1
111
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1 1 1 1
1
1
1 1
1
1
1
1
2 2
2
2
1
1
2 2
2
1
1
2
2
2
2
2
2
2
2
2
2
2
2 2
2
2
2
3
3
3
3
3
3
3 33
3
3
1
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
3 3.28.18 PACKAGE 4 - ADDENDUM #1
23 21 20 19 18 17 16 15 14 13 12 11 1029282726252422
A
D
J
K
B
W14x109 W18x76 [42]W18x76 [40]W18x76 [40]W18x76 [40]W18x76 [40]W18x76 [40]W18x76 [40]W18x76 [40]W18x76 [40]W12x26W16x26W16x26
W8x15W14x53W12x19W16x26W12x26W8x15W16x26 W18x35
W16x26
W18x35
W10x60W12x19W8x15W12x40W14x53W16x26W16x26W16x26W16x26W16x26W16x36
W16x36
W16x36
W16x36
W14x159
W16x26
W24x55W16x40
W12x26
W10x22W8x15W8x15W8x15W10x22W24x68 W24x68
W24x68
W12x19
W24x68 W8x15 [14]W10x19W10x19W18x97
W14x53W14x38 [24]W18x40
W12x19W18x65
W12x19W12x19W12x19 W12x19 W16x89 [24]W16x40
W16x77
W16x77
W12x26
W16x77
W16x31W16x77W16x77W14x38 [24]W14x38 [24]W16x77
W16x77
W16x77W16x77W16x77W16x77W16x7789
D.4
D.9
E.5
F.3
H
HSS8x4x3/8
W16x26W8x15W16x40
W8x15W8x15G
D.3
C.9
24.328.4
D.8
E
F
E.7
D.1
13.6
W24x103W8x15W24x55 W24x103W10x19W10x19W24x55
W14x82 W24x76 [46]W12x19W12x26W16x89 [40]W16x100 [40]W16x89 [40]W16x100 [40]W16x100 [40]W16x100 [40]17.5
C
E.3
S201
2
25.5 20.5 15.8
S201
3
S202
2
21.4 19.4 17.8 15.7 13.9
W16x26W8x15 [22]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W14x30W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W8x15 [14]W24x55W24x84
W24x68
W24x84
W24x68 [30]W10x30 [36]W10x49 [36]W12x170 [78]W12x87 [54]W12x22 [24]W10x39 [36]W12x170 [78] W12x87 [54]W12x22 [24]W8x18W8x18 [8]W10x30W10x30 [36]W10x30 [36]W8x18W8x18W8x18W8x18W10x30 [18]W10x30 [22]W10x30W 8x15W8
x
1
5
W 8x15W8
x
1
5 W16x40W18x40W8x15 [14]S202
1
S201
1W8x15W8x15W8x15
W30x90 [31]< 213' - 6 3/4" >
W16x67 [31]< 211' - 0 3/4" >W30x90 < 213' - 6 3/4" >
W24x84 [31]< 213' - 6 3/4" >W12x19 < 213' - 6 3/4" >
W16x67< 211' - 0 3/4" >L6x4x3/8W16x67W16x100W16x67W16x67W16x67L6x4x3/8S6.25S6.25+2
S6.25S6.25
S6.25
S6.25
S6.25
214' - 0"W8x15W8x15W8x15W8x15W8x15W16x77
W16x77
W16x77
W16x77
W16x77W18x76
W18x76 [38]W18x76
W18x76 [38]MBP-3
MBP-4 MBP-4 MBP-4 MBP-4 MBP-4 MBP-4 MBP-4 MBP-4 MBP-3
MBP-4MBP-4MBP-5MBP-5MBP-4MBP-445 k
52 k
70 k
50 k37 k36 k36 k50 k37 k36 k36 kW14x30
W16x31W16x3181 k 58 k
58 k81 k
83 k
83 k
60 k
60 k
39 k40 k37 k37 k36 k39 k40 k37 k37 k36 kW8x15
W8x15
50k-ft27.327.1 25.7 25.326.5
S203
1
S203
2
S203
3
S203
4
W8x15W10x19W10x19W10x19
W16x77W10x19W8x15W8x1525.4
S6.25S6.25W16x77W16x77W8x13
G.6
A.5
F.9
J.5
24.5
W12x26W12x40
W12x19W8x15 [14]W21x83W21x83W8x15W12x19W12x19W12x26W8x13W12x26W12x65 [25]W12x40 [25]W12x40W12x19 < 213' - 6 3/4" >
211' - 7"
W16x77
W16x77
W16x77
W16x89 [40]W16x89 [40]W16x100 [40]W16x100 [40]W16x89 [40]W16x31W16x100
W16x67 [20] < 211' - 0 3/4" >
W16x100
W16x100 W16x100W16x89 [40]W16x100 [40]W16x89 [40]W16x89 [40]W16x100 [40]MBP-3W18x76 [40]W18x76 [40]W18x76 [40]W18x76 [40]W18x76 [40]W18x76 [40]W18x76 [40]W18x76
W18x40W8x15W8x15W8x15
W18x76 W18x76 W18x76 W18x76 W18x76 W18x76
W16x77W16x77W10x19W10x19
C 8x11.5C
8
x
1
1.5
C
8
x
1
1.5
W10x19 W10x19
C 8x11.5W16x77W16x7750 k
4
S400
5
S400
8
S400
8
S400
6
S400
4
S400
5
S400
9
S400
8
S4007
S400
6
S400
8
S400
8
S400
5
S400
6
S400
7
S400
5
S400
4
S400
7
S400
W30x90 [31]
< 213' - 6 3/4" >
4
S400
H H H H
HW16x26
MBP-3W16x57
W16x57W
16x57
W16x57W16x57
W 1 6 x 5 7
W16x57
W16x57
W 1 6 x 5 7
W1
6
x
5
7
W16x57W1 6x57W16x57
W16x5736 kW10x3036 k45 kW10x30 [22]45 k38 kW10x30 [18]38 k45 kW10x39 [36]45 k37 kW10x3037 k36 kW10x3036 k58 k W14x82
26 kW14x2229 k49 kW14x132
57 k
2
S401
4
S401
2
S401
5
S402
5
S402
5
S402
5
S402
SIM.
SIM.
2
S401
4
S401
2
S401
26.6
D.7
E.1
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W8x1510k-ft10k-ft20k-ft20k-ft30k-ft15k-ft15k-ft
30k-ft
10k-ft
5k-ft 15k-ft5k-ft
5k-ft5k-ft
5k-ft10k-ft10k-ft10k-ft10k-ftW10x30W8x18 [8]W12x19OPEN
OPEN
W16x3125k-ft10k-ft15k-ft15k-ft20k-ft10k-ft30k-ft5k-ft
20k-ft
30k-ft
30k-ft
30k-ft
30k-ft
25k-ft40k-ft10k-ft10k-ft20k-ft15k-ft10k-ft20k-ft36
29
37
14
14
13
29
38
39
F.1
5k-ftW12x195k-ftW16x2613
45 45
45
45
45
4545
45
14.114.216.116.216.317.718.9 17.418.720.121.322.9 13.8 13.413.5 13.1 12.3 9.910.4
20' - 0"14' - 3"14' - 0"13' - 7"15' - 4"14' - 3 3/8"5' - 8 3/4"20' - 4 3/8"13' - 0 3/4"15' - 1 3/4"12' - 0"19' - 0"11' - 6 1/4"19' - 4 3/8"4' - 2 3/8"31' - 7"5' - 11 3/8"11' - 8"5' - 6 5/8"14' - 0 1/8"10' - 9 7/8"
4"
2 5/8"
11"
1' - 3 3/4"
11' - 5 1/4"4' - 2 3/4"
1' - 0"
11' - 1 5/8"
1' - 6 5/8"
6 1/4"
1' - 11 5/8"2' - 2 5/8"3' - 0"
2' - 7 5/8"
4' - 9 7/8"
1' - 6 1/2"
1' - 6 1/2"9"
4' - 10 1/2"
7 1/2"
1' - 11 1/2"
5"
9"
2' - 2 1/4"3' - 1 3/4"
3' - 6 5/8"7 5/8"
2' - 8 3/8"
4' - 9"6' - 4 3/8"
7 1/2"
9' - 2 3/4"
2' - 0 3/4"1' - 3 1/4"
3' - 10 3/8"
2' - 3 5/8"1' - 11 3/8"
1' - 8 1/8"
3 7/8"
2' - 8 5/8"
2' - 7 1/2"
A.1
A.2
A.3
A.4
A.6
J.7
J.4
J.8
J.9
H.7
J.62"2 5/8"3' - 9 3/4"3"1' - 11 7/8"4' - 10 1/4"5 7/8"7 1/2"1' - 4"1' - 5"11 3/4"2' - 8 1/4"9 1/8"8' - 7 3/4"1' - 4 1/4"7"4' - 9 3/4"28' - 11 5/8"9' - 3 5/8"1' - 8"8' - 2"16' - 7 1/8"24' - 0 7/8"11' - 2 3/4"1' - 10"38' - 5 1/4"2' - 10 1/8"10 7/8"8' - 3"1' - 4 3/8"4' - 8 3/4"1' - 4"4 1/2"8' - 3 3/4"3' - 10"4' - 6 1/4"7' - 2 3/8"8' - 5 1/8"5' - 5 1/2"8 1/4"25.9
D.10
4' - 4 3/8"1' - 3 1/2"2' - 2 1/8"
1' - 8 5/8"2' - 4 1/8"3' - 2 3/8"3' - 0"1' - 11 7/8"4 1/4"W12x1921.2
3' - 6"2' - 10 1/2"2' - 9 1/2"2' - 10 1/2"W12x19 H SS6x6x5/8H SS6x6x5/8H SS6x6x5/8H S S10x4x5/8H SS 10x4x5/8HS S10x4x5/8W8x15
W8x15
W8x15
W16x100 [40]1' - 0 3/4"
E.6
H SS6x6x5/8H SS6x6x5/8H SS6x6x5/85' - 2 5/8"
4' - 3 1/4"
OPEN
W8x15W8x15W8x15
1. T.O. SLAB ON METAL DECK PER LEVEL SCHEDULE, U.O.N., THUS = +XXX'-XX INDICATING VARIANCE
FROM TYPICAL ELEVATION.
2. T.O. STEEL ELEVATION TO BE -6 1/4" FROM T.O. METAL DECK ELEVATION, U.O.N., THUS <+XXX'-
XX"> INDICATING VARIANCE FROM TYPICAL ELEVATION.
3. STEEL BEAMS ARE COMPOSITE AND HAVE (1) STUD PER FOOT OF LENGTH, U.O.N., THUS (XX).
4. SEE ARCHITECTURAL DRAWINGS FOR TOPPING SLAB ELEVATION AND EXTENT.
5. FOR PRICING ASSUME EACH PRIMARY BEAM SPANNING EAST/WEST HAS A MINIMUM OF 2 BEAM
WEB PENETRATIONS THAT ARE REINFORCED PER PENETRATION TYPE P-A (SEE TYPICAL
DETAILS). APPROXIMATELY 210 PENETRATIONS TOTAL.
6. FOR PRICING ASSUME 60 POKE-THRU ELECTRICAL/TELECOM FLOOR BOXES REQUIRING DECK
REINFORCING PER TYPICAL DETAIL ON S503.NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NOTES:
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
KEYNOTES:
1/8" = 1'-0"4/2/2018 10:48:30 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS103
04/06/18
LEVEL 3 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1/8" = 1'-0"S103
1 LEVEL 3
1
1
LEVEL SCHEDULE
NAME ELEVATION
T.O. SLAB (E) LEVEL LL 158' - 11"
T.O. STEEL LEVEL G 174' - 5"
LEVEL G 175' - 11"
SOUTH ENTRY 177' - 6"
T.O. STEEL LEVEL 1 (AT 6.5" SLAB) 185' - 11"
T.O. STEEL LEVEL G.5 187' - 5 3/4"
T.O. SLAB LEVEL G.5 188' - 0"
T.O. STEEL LEVEL 1 191' - 6 3/4"
T.O. SLAB LEVEL 1 192' - 1"
T.O. STEEL LEVEL 2 202' - 6 3/4"
T.O. SLAB LEVEL 2 203' - 1"
T.O. STEEL LEVEL 3 213' - 6 3/4"
T.O. SLAB LEVEL 3 214' - 1"
T.O. STEEL THROAT ROOF 224' - 1 3/4"
T.O. SLAB THROAT ROOF 224' - 8"
T.O. STEEL LEVEL 4 227' - 7 3/4"
T.O. STEEL JEWEL BOX ROOF 228' - 0"
T.O. SLAB LEVEL 4 228' - 2"
T.O. DECK JEWEL BOX ROOF 228' - 3"
T.O. STEEL ROOF (HP) 241' - 8 1/2"
T.O. DECK ROOF (HP) 241' - 11 1/2"
T.O. STEEL DOG HOUSE ROOF 248' - 3 1/2"
1
1
1 1
1
13 RAISED RAMP. SEE ARCHITECTURAL DRAWINGS AND
TYPICAL DETAILS ON S501.
14 RAISED SLAB. SEE ARCHITECTURAL DRAWINGS AND
TYPICAL DETAILS ON S501.
29 CONTINUOUS CURVED WIDE FLANGE BEAM WITH
WELDED PLATE, PLATE THICKNESS TO MATCH BEAM
WEB. SEE FACADE SECTIONS FOR DETAILS.
36 6" CONCRETE CURB. TOP OF CURB EL.= 220'-6 1/2".
37 6" CONCRETE CURB. TOP OF CURB EL. = 218'-7 1/2".
38 6" CONCRETE CURB. TOP OF CURB EL. = 216'-7 1/2".
39 6" CONCRETE CURB. TOP OF CURB EL. = 220'-1 1/2".
45 FOR PRICING PROVIDE ADD-ALTERNATE 10"X3"
RECTANGULAR PLATE COLUMN. AESS TYPE 3
1
1
1 1 1
1
1
111
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
1
1
11
1
1 1 1
1
1
1
1
1
1
1
1
1
1
2
2
22 2
2
2
1
2
2
2
2 2 2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
333
3
3
3
3 3
3 3 3 3 3
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
3 3.28.18 PACKAGE 4 - ADDENDUM #1
23 21 20 19 18 17 16 15 14 13 12 11 1029282726252422
A
D
J
K
B
W10x26W14x22 R3
89
D.4
D.9
E.5
F.3
H
W18x65
W18x65
W12x19W8x15W8x24W18x35W14x53W21x48 [14] W24x55 W40x149
W12x19
W40x149
W8x15W14x53W18x65
W12x26W12x19
W12x22 W12x19W8x15W8x15W12x19 W33x118W18x97 W12x19W14x38W14x38S104
2
S104
3
H
H H
HSS8x4x3/8
G
D.3
C.9
24.328.4
D.8
E
F
E.7
D.1
13.6
W8x15W12x19W8
x
1
5
W 8x15W12x19W14x30
17.5
C
E.3
S201
2
25.5 20.5 15.8
S201
3
S202
2
21.4 19.4 17.8 15.7 13.9
W8x15W8x15W8x15W8x15W8x15W8x15W8x15W10x19W8x15W8x15W8x15W21x44W21x73 [32]W12x152 W21x68
W12x152
W14x22W14x22W8x15W16x40
W18x35
W12x26W12x26W18x35W18x35W14x22W8x15W8x15W21x48
W21x48W12x19W12x19W12x26W12x19
W12x19W12x19
W12x19W12x50W12x26W12x19
W8x15W12x50W12x26
W12x19W12x26W8x15W8x15W8x15W12x19W12x19S202
1
S201
1
W8x15W16x89 [40]W16x100 [51]W16x100 [50]W18x106 [40]W18x106 [106]W12x279 < 227' - 7 3/4" >
W40x149 < 227' - 7 3/4" >
W8x67 < 227' - 7 3/4" >
W16x45 [31]< 224' - 1 3/4" >W16x31 < 224' - 1 3/4" >W16x31 < 224' - 1 3/4" >
W8x48 < 227' - 7 3/4" >W16x89 [40]S6.25
W 8x15W8
x
1
5
R3S6.25 +4" TO +0"S6.25 +4" TO +0"
S6.25
W8x15
W24x76W27x84W24x94W30x108 [70]W40x149W10x19W14x22
W16x100 [48]W16x89MBP-3MBP-4MBP-3W16x89W16x89W16x89W16x89W16x89W16x89W16x89W16x89MBP-4MBP-4MBP-4MBP-5MBP-5MBP-4MBP-4MBP-4R3W8x15W12x26W12x26L6x4x3/8L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8
MBP-3MBP-3MBP-3MBP-3MBP-3MBP-3MBP-3MBP-3MBP-3MBP-3MBP-3MBP-3MBP-3MBP-3226' - 9"W16x89W16x89W16x89W16x89W16x89W16x89W16x89W8x15
25 k
99 k
W21x50 [52]
92 k
142 k180 k
HSS8x4x3/8
27.3 27.1 25.7 25.326.5
S203
1
S203
2
S203
3
S203
4
W18x35W8x1525.4
G.6
A.5
F.9
J.5
24.5
W8x15W12x19 W12x19W8x15W14x22
W8x15W12x26W16x40W12x26
W12x26
W12x26
W12x26
W12x26
W12x26
W12x26
W12x26W12x19W12x19W12x26W12x26W12x26R3 W16x89L6x4x3/8 W12x26W10x19
W12x26W16x89 [40]MBP-4MBP-4W16x89 [40]MBP-4W16x89 [40]MBP-4MBP-4W16x89 [40]MBP-4L6x4x3/8MBP-4L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8
L6x4x3/8
224' - 8"
W16x77 W16x77
W16x89 [40]W16x89 [40]C
8
x
1
1.5 C 8x11.5C 8x11.5C
8
x
1
1.5
W12x26TYP.T YP.TYP.W12x40
< 227' - 7 3/4" >
W12x96 < 227' - 7 3/4" >
15
S400
SIM.
15
S400
SIM.
15
S400
SIM.
7
S401
7
S401
15
S400
SIM.
15
S400
SIM.
15
S400
SIM.
W10x19 W10x19
W10x19W10x19
W10x19
W8x15W8x15W8x15< 224' - 1 3/4" >W12x26W12x26W12x26W12x26W12x26 W12x26W12x26
W12x26W12x26W12x26W12x26W12x26W12x26W12x26W12x26W12x26W12x26
W12x26W12x26W12x26 W12x26
W12x26W12x26
W12x26W12x26W12x26W12x26W12x26W12x26W12x26 W12x26W12x26
W12x26W12x26
W12x26W12x26
W12x26W12x26W12x26W12x26W12x26W12x26
W12x26W12x26W12x26W12x26 W12x26W12x26 W12x26W12x26W12x26
MBP-4S202
3W6
x
2
0
HSS10x4x1/2
H
S
S
1
0
x
4
x
1/2
HSS10x4x1/2W6 x20
HS S 10x 4 x1/2
H
S
S
1
0x4x1/2
H S S 1 0 x 4 x 1 /2
228' - 3"
HSS10x4x1/2
HSS10x4x1/2H
S
S
10x4x1/2
HSS10x4x1/2H SS10x4x1/2HSS10x4x1/2HS
S
1
0
x
4
x
1/2 W6x20W6x20TYP.
228' - 3"
91 k W21x50
W12x50
W12x50 W12x50W12x50W12x50W1
2
x
5
0
W12x50
W 1 2 x 5 0
W12x50
W 1 2 x 5 0W12x
5
0W12x50W 1 2 x 5 0
W12x50
W
1
2x50
26.6
D.7
E.1
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
S202
8W8x15< 226' - 2 3/4" >W10x19
< 226' - 2 3/4" >
OPEN
OPEN
35k-ftW12x2620k-ftW12x2615k-ftW12x2615k-ftW12x2610k-ftW12x2615k-ftW12x2610k-ftW12x2615k-ftW12x26W12x2635k-ftW12x2620k-ftW12x2640k-ftW12x2635k-ftW12x2635k-ftW12x2630k-ftW12x2630k-ftW12x2640k-ftW10x19W8x15W10x19W10x1930k-ft
W12x26
W12x5830k-ft
40k-ft
W12x26
35k-ft
W12x26
35k-ft
W12x26
35k-ft
W12x26
25k-ft
W12x26
42 41
29
29 25k-ftW12x2625k-ftW12x2620k-ftW12x2620k-ftW12x2640k-ftW12x2630k-ftW12x2625k-ftW12x2625k-ftW12x26W12x26 30k-ft
W12x26 25k-ft
W12x26 25k-ft
W12x26 25k-ft
W12x26 25k-ft
W12x26 30k-ft
W12x26
30k-ft
W12x26 30k-ft
W12x26
20k-ft
W12x26 25k-ftW12x2630k-ftW12x2625k-ftW12x2625k-ftW12x2635k-ftW12x2635k-ftW12x2625k-ftW12x2655k-ftW12x2625k-ftW8x67< 226' - 1 3/4" >W8x67
< 226' - 1 3/4" >
W8x67
< 226' - 1 3/4" >
W10x19
< 226' - 2 3/4" >
W10x19
< 226' - 2 3/4" >W12x19< 226' - 1 3/4" >W8x67< 226' - 1 3/4" >W8x67
< 226' - 1 3/4" >
W8x67
< 226' - 1 7/8" >
< 226' - 2 5/8" >
< 226' - 2 3/4" >P=30kP=65k1
1
F.130k-ft
W12x26
20k-ftW12x2620k-ft
W12x26
W30x148W30x1486
S401
5
S401
14.114.216.116.216.317.718.9 17.418.720.121.322.9 13.8 13.413.5 13.1 12.3 9.910.4
20' - 0"14' - 3"14' - 0"13' - 7"15' - 4"14' - 3 3/8"5' - 8 3/4"20' - 4 3/8"13' - 0 3/4"15' - 1 3/4"12' - 0"19' - 0"11' - 6 1/4"19' - 4 3/8"4' - 2 3/8"31' - 7"5' - 11 3/8"11' - 8"5' - 6 5/8"14' - 0 1/8"10' - 9 7/8"
4"
2 5/8"
11"
1' - 3 3/4"
11' - 5 1/4"4' - 2 3/4"
1' - 0"
11' - 1 5/8"
1' - 6 5/8"
6 1/4"
1' - 11 5/8"2' - 2 5/8"3' - 0"
2' - 7 5/8"
4' - 9 7/8"
1' - 6 1/2"1' - 6 1/2"
9"
4' - 10 1/2"
7 1/2"
1' - 11 1/2"
5"9"5' - 4"3' - 6 5/8"7 5/8"
2' - 8 3/8"
4' - 9"6' - 4 3/8"
7 1/2"
9' - 2 3/4"
2' - 0 3/4"1' - 3 1/4"
3' - 10 3/8"
2' - 3 5/8"1' - 11 3/8"
1' - 8 1/8"
3 7/8"
2' - 8 5/8"
2' - 7 1/2"
A.1
A.2
A.3
A.4
A.6
J.7
J.4
J.8
J.9
H.7
J.62"2 5/8"3' - 9 3/4"3"1' - 11 7/8"4' - 10 1/4"5 7/8"7 1/2"1' - 4"1' - 5"11 3/4"2' - 8 1/4"9 1/8"8' - 7 3/4"1' - 4 1/4"7"4' - 9 3/4"28' - 11 5/8"9' - 3 5/8"1' - 8"8' - 2"16' - 7 1/8"24' - 0 7/8"11' - 2 3/4"1' - 10"38' - 5 1/4"2' - 10 1/8"10 7/8"8' - 3"1' - 4 3/8"4' - 8 3/4"1' - 4"4 1/2"8' - 3 3/4"3' - 10"4' - 6 1/4"7' - 2 3/8"8' - 5 1/8"5' - 5 1/2"8 1/4"25.9
D.10
W8x15W10x19
W10x19
W10x19
6' - 8 3/8"
7 5/8"
6' - 8 1/2"11 7/8"2' - 6 7/8"8 7/8"3' - 4 5/8"8 1/8"6 1/4"4' - 10 7/8"
1' - 2 3/8"
2' - 5 7/8"5 7/8"
7' - 0 7/8"
1' - 10 5/8"
1' - 0"
5"
3' - 1 5/8"
7"2' - 9"4' - 2 1/8"6' - 9"
1' - 11 1/8"2' - 2"
2"W16x89 [40]W16x89 [40]W16x100 [40]21.2
E.6
W8x15
W8x15
W8x15 2' - 9 1/2"2' - 10 1/2"3' - 6"2' - 10 1/2"H SS6x6x5/8H SS6x6x5/8H SS6x6x5/8H SS 10x4x5/8H SS 10x4x5/8H S S10x4x5/8W24x765' - 2 5/8"
4' - 3 1/4"
H SS6x6x5/8H SS 6x6x5/8H SS6x6x5/8W12x26W8x15W8x15W8x15
15 14
D
B
D.4
D.9
E.5
F.3
H
G
D.3
C.9
D.8
E
F
E.7
D.1
13.6
C
E.3
13.9
S6.25G.6
F.9
224' - 8"
D.7
E.1
S202
6
S202
7
W18x35
< 224' - 1 3/4" >
W18x35
< 224' - 1 3/4" >W18x35< 224' - 1 3/4" >W18x35< 224' - 1 3/4" >W18x35< 224' - 1 3/4" >W18x35< 224' - 1 3/4" >W18x35< 224' - 1 3/4" >W18x35< 224' - 1 3/4" >W18x35< 224'
-
1 3/4" >W18x35< 224' - 1 3/4" >W18x35
< 224' - 1 3/4" >
W18x35
< 224' - 1 3/4" >
W18x35
< 224' - 1 3/4" >
W18x35
< 224' - 1 3/4" >W18x35< 224' - 1 3/4" >W8x15
< 224' - 1 3/4" >
S202
8
16
S400
17
S400
W18x35
< 224' - 1 3/4" >
W18x35
< 224' - 1 3/4" >
P=20k
P=30k
P=20k
P=20k
P=30k
F.1
14.114.2 13.8 13.5
D.10
4' - 2 3/8"
4"
2 5/8"
11"
1' - 3 3/4"
11' - 5 1/4"4' - 2 3/4"1' - 8"8' - 2"16' - 7 1/8"24' - 0 7/8"11' - 2 3/4"1' - 10"1' - 5"1' - 4"5' - 3"2"2 5/8"4' - 0 7/8"1' - 11 7/8"4' - 10 1/4"5 7/8"4' - 7 7/8"2' - 10 1/8"10 7/8"1' - 4 3/8"4' - 8 3/4"1' - 4"4 1/2"E.6
2324 22
D
B
D.4
D.9
E.5
F.3
H
G
D.3
C.9
24.3
D.8
E
F
E.7
D.1
14' - 3 3/8"5' - 8 3/4"
C
E.3
S202
4
S202
5 S6.25G.6
F.9
224' - 8"S202
3
D.7
E.1
W12x19< 224' - 1 3/4" >W12x22
< 224' - 1 3/4" >
W12x22
< 224' - 1 3/4" >W12x26< 224' - 1 3/4" >W12x26< 224' - 1 3/4" >W12x53
< 224' - 1 3/4" >
W12x53
< 224' - 1 3/4" >W8x15< 224' - 1 3/4" >W12x19< 224' - 1 3/4" >W12x19< 224' - 1 3/4" >W8x15< 224' - 1 3/4" >W12x53
< 224' - 1 3/4" >
W12x53
< 224' - 1 3/4" >
W12x19
< 224' - 1 3/4" >
W12x19
< 224' - 1 3/4" >
W12x19
< 224' - 1 3/4" >
W12x19
< 224' - 1 3/4" >W12x19< 224' - 1 3/4" >W 8x15< 224' - 1 3/4" >W8x15< 224'
-
1 3/4"
>16
S400
17
S400
S6.25
F.1
22.9
D.10
4' - 9"7 5/8"1' - 8"8' - 2"16' - 7 1/8"24' - 0 7/8"11' - 2 3/4"1' - 10"1' - 5"1' - 4"5' - 3"2"2 5/8"4' - 0 7/8"1' - 11 7/8"4' - 10 1/4"5 7/8"4' - 7 7/8"2' - 10 1/8"10 7/8"1' - 4 3/8"4' - 8 3/4"1' - 4"4 1/2"E.6
1. T.O. SLAB ON METAL DECK PER LEVEL SCHEDULE, U.O.N., THUS = +XXX'-XX INDICATING VARIANCE
FROM TYPICAL ELEVATION.
2. T.O. STEEL ELEVATION AT MAIN HALL BETWEEN GRIDS 13.9 AND 23 TO BE -6 1/4" FROM T.O. METAL
DECK ELEVATION, U.O.N., THUS <+- XX'-XX"> INDICATING VARIANCE FROM TYPICAL ELEVATION.
3. T.O. METAL DECK ELEVATION SOUTH OF GRID 23 AT SOUTH JEWEL BOX AND NORTH OF GRID 13.9
AT NORTH JEWEL BOX = 229'-3", U.O.N, THUS = +XXX'-XX" INDICATING VARIANCE FROM TYPICAL
ELEVATION.
4. T.O. STEEL ELEVATION SOUTH OF GRID 23 AT SOUTH JEWEL BOX AND NORTH OF GRID 13.9 AT
NORTH JEWEL BOX TO BE -3" FROM T.O. METAL DECK ELEVATION, U.O.N, THUS <+- XXX'-XX">
INDICATING VARIANCE FROM TYPICAL ELEVATION.
5. STEEL BEAMS ARE COMPOSITE AND HAVE (1) STUD PER FOOT OF LENGTH, U.O.N., THUS (XX).
6. ROOF DECK SHALL BE FASTENED TO STRUCTURAL STEEL IN A 24/4 PATTERN USING 3/4" PUDDLE
WELDS AND WELDED SIDE LAPS
7. W12x50 + PLATE NOTE INDICATES CONTINUOUS RING BEAM FABRICATED WITH PLATE TO CREATE
TUBULAR CROSS SECTION. SEE CUT SECTION 11/S400 FOR FURTHER INFORMATION.
8. FOR PRICING ASSUME EACH PRIMARY BEAM SPANNING EAST/WEST HAS A MINIMUM OF 2 BEAM
WEB PENETRATIONS THAT ARE REINFORCED PER PENETRATION TYPE P-A (SEE TYPICAL
DETAILS). APPROXIMATELY 200 PENETRATIONS TOTAL.
9. FOR PRICING ASSUME 40 POKE-THRU ELECTRICAL/TELECOM FLOOR BOXES REQUIRING DECK
REINFORCING PER TYPICAL DETAIL ON S503.NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NOTES
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
KEYNOTES:
1/8" = 1'-0"4/2/2018 10:48:37 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS104
04/06/18
LEVEL 4 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1/8" = 1'-0"S104
1 LEVEL 4
1/8" = 1'-0"S104
3 NORTH THROAT ROOF
1/8" = 1'-0"S104
2 SOUTH THROAT ROOF
1
1
1
1
1
1
1
1
1
1
1
1
LEVEL SCHEDULE
NAME ELEVATION
T.O. SLAB (E) LEVEL LL 158' - 11"
T.O. STEEL LEVEL G 174' - 5"
LEVEL G 175' - 11"
SOUTH ENTRY 177' - 6"
T.O. STEEL LEVEL 1 (AT 6.5" SLAB) 185' - 11"
T.O. STEEL LEVEL G.5 187' - 5 3/4"
T.O. SLAB LEVEL G.5 188' - 0"
T.O. STEEL LEVEL 1 191' - 6 3/4"
T.O. SLAB LEVEL 1 192' - 1"
T.O. STEEL LEVEL 2 202' - 6 3/4"
T.O. SLAB LEVEL 2 203' - 1"
T.O. STEEL LEVEL 3 213' - 6 3/4"
T.O. SLAB LEVEL 3 214' - 1"
T.O. STEEL THROAT ROOF 224' - 1 3/4"
T.O. SLAB THROAT ROOF 224' - 8"
T.O. STEEL LEVEL 4 227' - 7 3/4"
T.O. STEEL JEWEL BOX ROOF 228' - 0"
T.O. SLAB LEVEL 4 228' - 2"
T.O. DECK JEWEL BOX ROOF 228' - 3"
T.O. STEEL ROOF (HP) 241' - 8 1/2"
T.O. DECK ROOF (HP) 241' - 11 1/2"
T.O. STEEL DOG HOUSE ROOF 248' - 3 1/2"
1
1
1
1
1
1
1
29 CONTINUOUS CURVED WIDE FLANGE BEAM WITH
WELDED PLATE, PLATE THICKNESS TO MATCH BEAM
WEB. SEE FACADE SECTIONS FOR DETAILS.
41 LIGHT GAUGE BUILD-UP BY OTHERS. SEE ARCH.
42 8" C.I.P. CURB. SEE ARCH FOR LOCATION AND EXTENTS.
1
2
2
2
2
2
2
2
2
2
2
1
2
3 3
3 3
3
33
33333
3
3
3
3
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
3 3.28.18 PACKAGE 4 - ADDENDUM #1
23 21 20 19 18 17 16 15 14 13 12 11 1029282726252422
A
D
J
K
B
89
D.4
D.9
E.5
F.3
H
G
D.3
C.9
24.328.4
D.8
E
F
E.7
D.1
13.617.5
C
E.3
25.5 20.5 15.821.4 19.4 17.8 15.7 13.9
S202
1
R3
W30x132W30x132W30x108W36x135W16x36W14x53W12x19
W12x19W36x150 W40x149 W36x150W14x53W30x132 W16x40
W14x43
W16x36
W33x118 W/ CONT. 9/16" PL. W33x118 W/ CONT. 9/16" PL. W33x118 W/ CONT. 9/16" PL.W12x26W12x26W14x38W24x68W14x48W18x35
W18x50C6x8.2C6x8.2
W36x135W14x38C8x11.5W30x90
W18x76HSS12x4x3/8 HSS12x4x3/8 HSS12x4x3/8 CANT.W14x38W14x38HSS12x4x3/8
W12x19
W12x19 W30x132W 12x22W1
2
x
2
2
W1
2
x
2
2 W 12x22W 10x49W1
0
x
4
9
6 1/2" / 12"6 1/2" / 12"
CANT.
CANT.
CANT.
30k-ftCANT.
S202
2
S201
2
S201
1
W10x19
HOIST BM.HOIST BM.
27.3 27.1 25.7 25.326.5
R7.5W10x26
9" / 12"
25.4
R7.5
W10x26
9" / 12"
241' - 11 1/2"
G.6
A.5
F.9
J.5
24.5
R7.5241' - 11 1/2"
R7.5
W10x33W10x33W10x33W10x33W10x33W10x33W36x150
MC18X42.7
9
S401 8
S401
7
S401
10
S401
13
S401
7
S401
10
S401
12
S401
12
S401
9"
13' - 0"W30x132W30x108W24x68W21x44
W24x68W8x15W8x15W8x15W8x15W8x15W8x15W8x15W8x15W8x18W8x18W8x18W12x45W12x45W8x186' - 10 1/2"6' - 10 1/2"6' - 10 1/2"6' - 10 1/2"6' - 10 1/2"6' - 10 5/8"6' - 10 1/2"6' - 10 1/2"6' - 10 1/2"6' - 10 1/2"5' - 7"5' - 5 3/4"S110
3
0"11
S401
11
S401
14
S401
L4x4x1/4 L4x4x1/4
W14x26W14x26W14x26W14x26W14x26
15
S401
15
S401
SIM.
15
S401
SIM.W6x25W6x25W6x25W6x25W6x25W6x25W6x25W6x25W6x25W6x25W6x25R1.5
26.6
D.7
E.1
W6x25
W6x25
W6x25
W6x25
W6x25
W6x25
W6x25
W6x25W12x2610k-ft
15k-ft
25k-ft 25k-ft25k-ft25k-ft25k-ft30k-ft25k-ft25k-ft30k-ft25k-ft25k-ft25k-ft10k-ft
10k-ft
10k-ft25k-ft2
5
k
-ft
50k-ft60k-ft60k-ft80k-ft130k-ftOPEN
W8x18130k-ft 450k-ft 150k-ft 150k-ft
W10x19
W10x15HSS12x4x3/8
30k-ft
W10x19
41
F.1
5
S401
6
S401
14.114.216.116.216.317.718.9 17.418.720.121.322.9 13.8 13.413.5 13.1 12.3 9.910.4
20' - 0"14' - 3"14' - 0"13' - 7"15' - 4"14' - 3 3/8"5' - 8 3/4"20' - 4 3/8"13' - 0 3/4"15' - 1 3/4"12' - 0"19' - 0"11' - 6 1/4"19' - 4 3/8"4' - 2 3/8"31' - 7"5' - 11 3/8"11' - 8"5' - 6 5/8"14' - 0 1/8"10' - 9 7/8"
4"
2 5/8"
11"
1' - 3 3/4"
11' - 5 1/4"4' - 2 3/4"
1' - 0"
11' - 1 5/8"
1' - 6 5/8"
6 1/4"
1' - 11 5/8"2' - 2 5/8"3' - 0"
2' - 7 5/8"
4' - 9 7/8"
1' - 6 1/2"1' - 6 1/2"
9"
4' - 10 1/2"
7 1/2"
1' - 11 1/2"
5"
9"
2' - 2 1/4"3' - 1 3/4"
3' - 6 5/8"7 5/8"
2' - 8 3/8"
4' - 9"6' - 4 3/8"
7 1/2"
9' - 2 3/4"
2' - 0 3/4"1' - 3 1/4"
3' - 10 3/8"
2' - 3 5/8"1' - 11 3/8"
1' - 8 1/8"
3 7/8"
2' - 8 5/8"
2' - 7 1/2"
A.1
A.2
A.3
A.4
A.6
J.7
J.4
J.8
J.9
H.7
J.6
25.9
D.10
2"2 5/8"3' - 9 3/4"3"1' - 11 7/8"4' - 10 1/4"5 7/8"7 1/2"1' - 4"1' - 5"11 3/4"2' - 8 1/4"9 1/8"8' - 7 3/4"1' - 4 1/4"7"4' - 9 3/4"28' - 11 5/8"9' - 3 5/8"1' - 8"8' - 2"16' - 7 1/8"24' - 0 7/8"11' - 2 3/4"1' - 10"38' - 5 1/4"2' - 10 1/8"10 7/8"8' - 3"1' - 4 3/8"4' - 8 3/4"1' - 4"4 1/2"8' - 3 3/4"3' - 10"4' - 6 1/4"7' - 2 3/8"8' - 5 1/8"5' - 5 1/2"8 1/4"W12x26 W12x26 W12x26 W12x26 W12x26 W12x26 W12x26 W12x26 W12x26
W12x26 W12x26
W12x26 W12x26
W12x26
W12x26
W12x26
W12x26
W12x26
W12x26
21.2
E.6
W8x15
W8x15
W8x15 W8x15
W8x15
MC18X42.7W12x45MC18X42.71. T.O. METAL DECK PER LEVEL SCHEDULE, U.O.N., THUS = +XXX'-XX INDICATING VARIANCE FROM
TYPICAL ELEVATION.
2. T.O. STEEL ELEVATION TO BE -3" FROM T.O. METAL DECK ELEVATION, U.O.N., THUS <+XXX'-XX">
INDICATING VARIANCE FROM TYPICAL ELEVATION.
3. FOR PRICING ASSUME EACH PRIMARY BEAM SPANNING EAST/WEST HAS A MINIMUM OF 3 BEAM
WEB PENETRATIONS THAT ARE REINFORCED PER PENETRATION TYPE P-A (SEE TYPICAL
DETAILS). APPROXIMATELY 44 PENETRATIONS TOTAL.
4. FOR PRICING ASSUME ROOF OVER OCCULUS OPENING COMPRISED OF 7 PSF OF AESS PLATE
STEEL COLUMN ELEMENTS SUPPORTING 8 PSF OF TAPERED WIDE FLANGE BEAMS.NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NOTES:
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
KEYNOTES:
1/8" = 1'-0"4/2/2018 10:48:42 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS105
04/06/18
ROOF PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1/8" = 1'-0"S105
1 ROOF
LEVEL SCHEDULE
NAME ELEVATION
T.O. SLAB (E) LEVEL LL 158' - 11"
T.O. STEEL LEVEL G 174' - 5"
LEVEL G 175' - 11"
SOUTH ENTRY 177' - 6"
T.O. STEEL LEVEL 1 (AT 6.5" SLAB) 185' - 11"
T.O. STEEL LEVEL G.5 187' - 5 3/4"
T.O. SLAB LEVEL G.5 188' - 0"
T.O. STEEL LEVEL 1 191' - 6 3/4"
T.O. SLAB LEVEL 1 192' - 1"
T.O. STEEL LEVEL 2 202' - 6 3/4"
T.O. SLAB LEVEL 2 203' - 1"
T.O. STEEL LEVEL 3 213' - 6 3/4"
T.O. SLAB LEVEL 3 214' - 1"
T.O. STEEL THROAT ROOF 224' - 1 3/4"
T.O. SLAB THROAT ROOF 224' - 8"
T.O. STEEL LEVEL 4 227' - 7 3/4"
T.O. STEEL JEWEL BOX ROOF 228' - 0"
T.O. SLAB LEVEL 4 228' - 2"
T.O. DECK JEWEL BOX ROOF 228' - 3"
T.O. STEEL ROOF (HP) 241' - 8 1/2"
T.O. DECK ROOF (HP) 241' - 11 1/2"
T.O. STEEL DOG HOUSE ROOF 248' - 3 1/2"
1
1 11
41 LIGHT GAUGE BUILD-UP BY OTHERS. SEE ARCH.
1
1
2
3 3
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
3 3.28.18 PACKAGE 4 - ADDENDUM #1
3
3
3 3
3
3
18 17
D.8
E.7
HSS4X4X3/8 TRUSSING
CENTERED ON
STRINGERS
HSS12X4X3/8 TUBE
STRINGER (TYP). PROVIDE
CONTINUITY AT ALL
CHANGES OF SLOPE
HSS12x4x3/8 TYP.
HSS12x4x3/8 TYP.
HSS4x4x3/8 TYP.
19' - 0"10' - 11"1' - 1 3/8"6' - 10 1/2"10 7/8"D.7
E.1
W16x57
W16x50W1
0x1
9
W 10x19W1
0
x
1
9
W 1 0 x 1 9
W10x19W16x57 W27x178W10x19
W10x19W
16x50
W16x77
16.317.7 17.4
D.10
6' - 4 3/8"2' - 3 1/2"3' - 0"
E.6
13 12 11 10
D.3
C.9
D.8
5' - 11 3/8"11' - 8"5' - 6 5/8"10' - 6 1/4"6' - 5 1/8"D.7
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
W10x19
< 187' - 5 3/4" >
C 8x11.5< 187' - 5 3/4" >C
8
x
1
1.5
< 1
8
7' - 5 3/4" >W12x35< 187' - 5 3/4" >W12x19< 187' - 5 3/4" >W14x38< 187' - 5 3/4" >W14x38< 187' - 5 3/4" >HSS 6X4X1/2 TUBE STRINGER
(TYP). PROVIDE CONTINUITY AT
ALL CHANGES OF SLOPE
6"x1 3/8" OUTRIGGER PLATE, TYP
13.1 12.3 9.910.4
1' - 6 5/8"2' - 1"3' - 3"1' - 11 3/8"
5
S402
SIM.
5
S402
SIM.
21 20 19 18 17 16
H
G
17.520.5 15.821.4 19.4 17.8 15.7
G.6
F.9HSS4x4x5/16 TYP.
HSS4x4x3/8
< 248' - 3 1/2" >
HSS4x4x3/8
< 248' - 3 1/2" >
HSS4x4x3/8
< 248' - 3 1/2" >
HSS4x4x3/8
< 248' - 3 1/2" >HSS4x4x3/8< 248' - 5" >HSS4x4x3/8< 248' - 5" >HSS4x4x3/8< 248' - 5" >HSS4x4x3/8< 248' - 5" >HSS4x4x3/8< 248' - 5" >HSS4x4x3/8
< 248' - 3 1/2" >
HSS4x4x3/8
< 248' - 3 1/2" >
HSS4x4x3/8
< 248' - 6 1/2" >
HSS4x4x3/8
< 248' - 6 1/2" >
HSS4x4x3/8
< 248' - 6 1/2" >
HSS4x4x3/8
< 248' - 6 1/2" >
HSS4x4x3/8
< 248' - 6 1/2" >
HSS4x4x3/8
< 248' - 6 1/2" >HSS4x4x3/8R1.5248' - 6 5/8"2"2 5/8"16.116.216.317.718.9 17.418.720.121.3
H.7 1' - 8"7' - 11 3/8"13' - 0 3/4"27' - 1 3/4"19' - 0"11' - 6 1/4"
9"5' - 4"3' - 6 5/8"5"4' - 10 1/2"
7 1/2"
1' - 11 1/2"4' - 9 7/8"1' - 6 1/2"
1' - 6 1/2"
9"3' - 0"2' - 7 5/8"
6 1/4"
1' - 11 5/8"
2' - 2 5/8"
21.2
HSS4x4x3/810k-ftHSS4x4x3/8< 248' - 5" >10k-ft10k-ftHSS4x4x3/8< 248' - 5" >10k-ft10k-ft
HSS4x4x3/8
10k-ft
10k-ftHSS4x4x3/8< 248' - 5" >10k-ft10k-ftHSS4x4x3/8< 248' - 5" >10k-ft10k-ft
HSS4x4x3/8
10k-ft
10k-ft HSS4x4x3/8 10k-ft 10k-ft HSS4x4x3/8 10k-ft
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
1/4" = 1'-0"4/2/2018 10:48:44 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS110
04/06/18
PARTIAL PLANS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1/4" = 1'-0"S110
1 PARTIAL PLAN - STAIR 1
1/4" = 1'-0"S110
2 PARTIAL PLAN - STAIR 2
1/4" = 1'-0"S110
3 PARTIAL ROOF FRAMING PLAN
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 3.28.18 PACKAGE 4 - ADDENDUM #1
LEVEL G
EL. 175' - 11"
1716
T.O. STEEL LEVEL 1
EL. 191' - 6 3/4"
T.O. STEEL LEVEL 2
EL. 202' - 6 3/4"
T.O. STEEL LEVEL 3
EL. 213' - 6 3/4"
T.O. STEEL LEVEL 4
EL. 227' - 7 3/4"
17.815.7
T.O. STEEL ROOF (HP)
EL. 241' - 8 1/2"
W36x150
W 1 2 x 9 6
W40x149
W1
2x
7
9 W 12x79W30x90
W
12x79
W21x55
W30x90 [68]W14x211W14x211W12x170
11' - 3 5/8"
W.P.
W12x79
W 1 2 x 7 9
W 1 2 x 1 7 0
W 1 2 x170P =3 35 KP=145K
P =26 0K
P
=
9
5
K P =12 0K
P=2
20KP=2 5 0 K
P=195K
P =7 5 K
16.3
9' - 1"11' - 6 1/4"
4' - 2 1/4"3' - 0"14' - 2 1/8"
LEVEL G
EL. 175' - 11"
2120
T.O. STEEL LEVEL 1
EL. 191' - 6 3/4"
T.O. STEEL LEVEL 2
EL. 202' - 6 3/4"
T.O. STEEL LEVEL 3
EL. 213' - 6 3/4"
T.O. STEEL LEVEL 4
EL. 227' - 7 3/4"
20.5 21.419.4
T.O. STEEL ROOF (HP)
EL. 241' - 8 1/2"W14x211W14x211W
12x96
W 1 2 x7 9
19' - 10"
W 1 2 x 7 9
W36x150W36x150
W12x96 W12x40
W30x90 [31]W30x90 [31]
W12x79 W 12x79W21x55
W30x90
W12x40
W18x35
W12x170
W.P.
W
12x170
W 1 2 x7 9
P=300K P=1 2 5 K
P
=
515
K
P=95K
P =7 5 K
P=150KP =2 5 0 K
P=180K
8' - 0"13' - 0 3/4"
10' - 3 1/4"3' - 6 5/8"3' - 1 3/4"2' - 11 1/4"
21.2
LEVEL G
EL. 175' - 11"
20 19
T.O. STEEL LEVEL 1
EL. 191' - 6 3/4"
T.O. STEEL LEVEL 2
EL. 202' - 6 3/4"
T.O. STEEL LEVEL 3
EL. 213' - 6 3/4"
T.O. STEEL LEVEL 4
EL. 227' - 7 3/4"
20.5
W12x152
W1
2
x
7
9 W 12x79W24x68
W1
2x7
9W12x79
W21x62
W1
2x
7
9 W 1 2 x79W1
2
x
1
7
0W12x170W27x84W14x211 W14x211P=425KP
=
4
2
5
K
P =290KP
=
2
9
0
K
P
=
2
1
0
KP=190K
P
=
9
0
K P=90K15' - 1 3/4"
9' - 6 1/8"
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
1/4" = 1'-0"4/2/2018 10:48:48 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS201
04/06/18
BRACE FRAME ELEVATIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1/4" = 1'-0"S201
1 FRAMING ELEVATION
1/4" = 1'-0"S201
2 FRAMING ELEVATION
1/4" = 1'-0"S201
3 FRAMING ELEVATION
1
1
1
2
2
2
2
2
2
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
LEVEL G
EL. 175' - 11"
19 18 17 16
T.O. STEEL LEVEL 1
EL. 191' - 6 3/4"
T.O. STEEL LEVEL 2
EL. 202' - 6 3/4"
T.O. STEEL LEVEL 3
EL. 213' - 6 3/4"
T.O. STEEL LEVEL 4
EL. 227' - 7 3/4"
17.5 15.8
T.O. STEEL ROOF (HP)
EL. 241' - 8 1/2"
W 12x170W1
2
x
1
7
0
W27x84
W 12x79W1
2x
7
9
W21x62 [44]
W 12x7 9W1
2
x7
9
W24x68 [30]
W 12x79W1
2
x
7
9
W12x152
W33x118 W/ CONT. 9/16" PL.W14x211W14x211W14x211W21x68
W24x84
W14x22
W24x84
W33x118 W/ CONT. 9/16" PL.
W
12x79
P=415KP=
4
3
0
KP =280KP
=
2
8
5
K
P =1 90K P
=
2
0
KP=85KP
=
9
0
K
P=80K
18.9
T.O. STEEL LEVEL 2 SC
EL. 202' - 5 3/4"
T.O. STEEL LEVEL 1 SC
EL. 191' - 5 3/4"
T.O. STEEL LEVEL 3 SC
EL. 213' - 5 3/4"
11' - 6 1/4"19' - 0"12' - 0"
7 1/2"7' - 10 7/8"1' - 11 5/8"
LEVEL G
EL. 175' - 11"
T.O. STEEL LEVEL 1
EL. 191' - 6 3/4"
T.O. STEEL LEVEL 2
EL. 202' - 6 3/4"
T.O. STEEL LEVEL 3
EL. 213' - 6 3/4"
T.O. STEEL LEVEL 4
EL. 227' - 7 3/4"
EF
W14x53 [17]
W14x53
W14x53
W14x53
W14x53
W10x77W10x77W 10x49W
10x49
W 1 0 x 4 9W1
0x49
W 10x4 9
T.O. STEEL ROOF (HP)
EL. 241' - 8 1/2"
P =17 5K
P=150K
P =8 5 K
P
=
45
K
P =1 1 0 K
T.O. STEEL LEVEL 2 SC
EL. 202' - 5 3/4"
T.O. STEEL LEVEL 1 SC
EL. 191' - 5 3/4"
T.O. STEEL LEVEL 3 SC
EL. 213' - 5 3/4"
16' - 7 1/8"
E.6
7' - 7 1/8"
D
T.O. STEEL JEWEL BOX
ROOF
EL. 228' - 0"
T.O. STEEL LEVEL 4
EL. 227' - 7 3/4"
T.O. STEEL THROAT
ROOF
EL. 224' - 1 3/4"
D.8
E F
H S S 4 x 4 x 5 /1 6 HSS4x4x5/16
W12x26
W8x15
W12x26
W8x15 W12x26W12x26
W10x60W10x88W10x88W10x60HSS4x4x5/16 H S S 4 x 4 x 5 /1 6
F.1
P =2 0 KP=20K
P=20K P =2 0 K
24' - 0 7/8"16' - 7 1/8"
7' - 6"1' - 5"
E.6
232524 22
T.O. STEEL LEVEL 4
EL. 227' - 7 3/4"
T.O. STEEL THROAT
ROOF
EL. 224' - 1 3/4"W12x53W10x60
W10x88HSS6x6x1/2W14x30
HSS4x4x5/16
25.3
H S S 4 x 4 x 5 /1 6
W10x49W21x48 W18x65
P=30K
P =3 0 K
P=20K
P=20K
5' - 8 3/4"14' - 3 3/8"15' - 4"
2' - 7 1/2"
23 2422
T.O. STEEL JEWEL BOX
ROOF
EL. 228' - 0"
T.O. STEEL LEVEL 4
EL. 227' - 7 3/4"
T.O. STEEL THROAT
ROOF
EL. 224' - 1 3/4"
25.5
W10x88W10x60HSS6x6x1/2W12x53
W10x26
25.4
HSS4x4x5/16
W10x68W21x48W12x19
H S S 4 x 4 x 5 /1 6
P =3 0 K
P=30K
P=30K
P=20K
22.9
5' - 8 3/4"14' - 3 3/8"
7 5/8"20' - 8 1/8"3 7/8"
15 14
T.O. STEEL LEVEL 4
EL. 227' - 7 3/4"
T.O. STEEL THROAT
ROOF
EL. 224' - 1 3/4"
13.9
HSS4x4x5/16
W18x35
W18x35
HSS6x6x1/2HSS10x6x5/8W16x40
P = 20K
P=30K
14.114.2
11"
2 5/8"
4"
4' - 2 3/8"
15 14
T.O. STEEL LEVEL 4
EL. 227' - 7 3/4"
T.O. STEEL THROAT
ROOF
EL. 224' - 1 3/4"
13.9
HSS4x4x5/16
W12x26
HSS8x6x1/2HSS8x6x1/2P=30K
14.114.2 13.8
4' - 2 3/8"
1' - 3 3/4"
11"
2 5/8"
4"
D
D.4D.9E.5
T.O. STEEL LEVEL 4
EL. 227' - 7 3/4"
T.O. STEEL THROAT
ROOF
EL. 224' - 1 3/4"
D.3 C.9D.8
E
D.1E.3 D.7E.1
W12x50W12x50
H S S 4 x 4 x 5 /1 6HSS4x4x5/16
HSS4x4x5/16 H S S 4 x 4 x 5 /1 6
W18x35W18x35HSS8x4x5/8HSS8x4x5/8HSS8x4x1/4P =2 0 KP=20KP=2 0 KP=20K
D.10
24' - 0 7/8"
1' - 11 7/8"
4' - 10 1/4"
5 7/8"7 1/2"
4' - 0 3/8"2' - 10 1/8"
10 7/8"
1' - 4 3/8"4' - 8 3/4"1' - 4"
4 1/2"
E.6
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
1/4" = 1'-0"4/2/2018 10:48:56 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS202
04/06/18
BRACE FRAME ELEVATIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1/4" = 1'-0"S202
1 FRAMING ELEVATION
1/4" = 1'-0"S202
2 FRAMING ELEVATION
1/4" = 1'-0"S202
3 FRAMING ELEVATION
1/4" = 1'-0"S202
4 FRAMING ELEVATION
1/4" = 1'-0"S202
5 FRAMING ELEVATION
1/4" = 1'-0"S202
6 FRAMING ELEVATION
1
1/4" = 1'-0"S202
7 FRAMING ELEVATION
1
1/4" = 1'-0"S202
8 FRAMING ELEVATION
1
1
1
1
1
1
1
1 1
1 1
2
2
2
2
2
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
LEVEL G
EL. 175' - 11"
T.O. SLAB LEVEL 1
EL. 192' - 1"
T.O. SLAB LEVEL 2
EL. 203' - 1"
T.O. SLAB LEVEL 3
EL. 214' - 1"
T.O. SLAB LEVEL 4
EL. 228' - 2"
JK H
T.O. SLAB THROAT ROOF
EL. 224' - 8"
FOR PRICING ASSUME THESE
EXISTING OPENINGS HATCHED
ARE TO BE FILLED SOLID WITH
MASONRY PER TYPICAL DETAILS
FOR UNLINTELED OPENING.
REMOVE ANY EXISTING LINTELS,
SHORING AS REQUIRED, TO
COMPLETE WORK. COORDINATE
WITH ARCHITECTURAL DRAWINGS
FOR ADDITIONAL REQUIREMENTS.
W 8x31W30x148
W8x31W8x67 W8x67 W8x67 W8x67 W8x67
W8x67 W8x67 W8x67 W8x67 W8x67
W
8x31W8
x
3
1W8
x
3
1
W8x31
W 8 x 3 1
W8x31
W8
x31
W8x31
W 8x31W8
x
3
1
W8x31
W 8x31W8x31
W8
x
3
1
J.5
W 6x20W6x20
W6
x
2
0
W8x31
W8x31W6x20 W6x20
W6
x
2
0W6x20 W 6 x 2 0 W
6x20
W8x67
W8x67 W8x31
W8x67W8x67
W8x31
W8x67
W8x31
W8x67
W8x31
W8
x
3
1
W 8x31W 8 x 3 1
W
8x31W8x3
1W8x31W 8 x 3 1
W
8x31W8
x
31W8x31W10x88W10x88P=80KP=150K
?P=70KP=65KP=85KP
=15
K
P=1 70 K
P =70KP
=
1
3
0
K
W12A
P
=
8
0
KP=80KP
=
8
0
K P=
1
0
0
KP=100KP =1 2 0 K
P=120K
P=100K
P =5 0 K P=30K
P=130K
P=50KP
=
3
0
K
P=130K P=90KP=60KP
=
1
0
0
KP=50K
P
=
3
0
K
????
15k-ft 15k-ft
J.7 J.4J.8J.9 H.7J.6
LEVEL G
EL. 175' - 11"
T.O. SLAB LEVEL 1
EL. 192' - 1"
T.O. SLAB LEVEL 2
EL. 203' - 1"
T.O. SLAB LEVEL 3
EL. 214' - 1"
T.O. SLAB LEVEL 4
EL. 228' - 2"
J KH
T.O. SLAB THROAT ROOF
EL. 224' - 8"
FOR PRICING ASSUME THESE
EXISTING OPENINGS HATCHED ARE
TO BE FILLED SOLID WITH MASONRY
PER TYPICAL DETAILS FOR
UNLINTELED OPENING. REMOVE
ANY EXISTING LINTELS, SHORING AS
REQUIRED, TO COMPLETE WORK.
COORDINATE WITH ARCHITECTURAL
DRAWINGS FOR ADDITIONAL
REQUIREMENTS.
W30x148
W8
x
3
1
W8x67 W8x67 W8x67 W8x67 W8x31W8x67
W 8 x 3 1
W 8 x 3 1
W8x67W8x67 W8x67 W8x67 W8x67
W 8 x3 1
W8x31
W
8x31
W8x31
W 8 x 3 1
W8x31W8
x
3
1
W8x31
W 8x31W 8x31W8x31
W8
x
3
1
W8x31
W 8x31W 8x31J.5
W 6 x 2 0 W6x20
W6x20 W6x20
W6
x
2
0W6x20 W6x20
W6
x
2
0W6x20
W8x67 W8x67 W8x67W8x67W8x67
W8x67 W8x67 W8x67 W8x67 W8x67
W
8x31W8
x
3
1
W 8x31W 8 x 3 1
W8x31W 8 x 3 1
W
8x31W8x31 W8x
3
1W8x31P =100K
P=1 3 0K
P
=
5
0
K P=50KT=135K
P=60KP =1 3 0 K
P=130K P=5
0KP=60KP =75K
P
=
7
5
KP=75KP=
9
0
KP=95KP =1 2 0 K
P=120K
P =1 2 0 K
P=90KP
=
3
0
KP=30KP =1 3 0 K
P=30KP
=
3
0
K
P =1 5 0 K
P=40K
P =3 0 K P=
1
0
0
K P=60K?
15k-ft 15k-ft
J.7J.4 J.8 J.9H.7 J.6
LEVEL G
EL. 175' - 11"
T.O. SLAB LEVEL 1
EL. 192' - 1"
T.O. SLAB LEVEL 2
EL. 203' - 1"
T.O. SLAB LEVEL 3
EL. 214' - 1"
T.O. SLAB LEVEL 4
EL. 228' - 2"
AB
FOR PRICING ASSUME THESE
HATCHED EXISTING OPENINGS
ARE TO BE FILLED SOLID WITH
MASONRY PER TYPICAL
DETAILS FOR UNLINTELED
OPENING. REMOVE ANY
EXISTING LINTELS, SHORING AS
REQUIRED, TO COMPLETE
WORK. COORDINATE WITH
ARCHITECTURAL DRAWINGS
FOR ADDITIONAL
REQUIREMENTS.
A.5
W 8 x 3 1
W8x67
W8
x
3
1
W 8 x 3 1 W8x31 W 8 x 3 1 W8x31
W
8x31
W8x31W8x67
W 8x31W8x67W8x67W8x67
W 8 x31W
8x31
W8x67W8x67 W8x67
W
8x
3
1
W
8x31
W8x67
W
8x31W8x31
W8x67
W8x67
W8x31
W8x67
W8x67
W 8 x 3 1
W8x67
W
8x31
W24x103 W24x103 W8x
31
W 8 x 3 1
W8x67
W8x67 W8x67
W 8x31W8x67
W8
x
3
1
W24x103W24x103
W8x31W24x103
W8
x
3
1W 8x31W8x67
W8x31
W8x31
W8x67 W8x67
W 8 x 3 1
W8x67
W8x31
W8x67
W 8x3 1
W8x67 W8x67 W8x67
W8x67
W8x31
P=55K
P=75K P =5 0 K P=80K P =3 5 KP=100KP=1
3
5
KP=130KM=15k-ft M=105k-ft M=135k-ft M=155k-ft M=120k-ft M=95k-ft M=120k-ft M=130k-ft M=110k-ft
P
=
8
0
KP=85KP
=
12
0
K
P =1 2 5 K
P
=115K
P =9 5 K
P =1 5 K
P=100K
P=205K P =30 K
P=135K
P=145K P=50KP
=
9
5
KP=90KP
=
1
5
5
K
P =1 5 K P =7 0 K P=65K P =6 5 K P=70K
P=55K
A.1A.2A.3A.4A.6
LEVEL G
EL. 175' - 11"
T.O. SLAB LEVEL 1
EL. 192' - 1"
T.O. SLAB LEVEL 2
EL. 203' - 1"
T.O. SLAB LEVEL 3
EL. 214' - 1"
T.O. SLAB LEVEL 4
EL. 228' - 2"
A B
FOR PRICING ASSUME THESE
HATCHED EXISTING OPENINGS ARE
TO BE FILLED SOLID WITH
MASONRY PER TYPICAL DETAILS
FOR UNLINTELED OPENING.
REMOVE ANY EXISTING LINTELS,
SHORING AS REQUIRED, TO
COMPLETE WORK. COORDINATE
WITH ARCHITECTURAL DRAWINGS
FOR ADDITIONAL REQUIREMENTS.
A.5
W8x67 W8x67 W8x67
W8x31
W8x31W8x31W8x31W8x31
W 8 x 3 1
W8x67
W8x67
W8x67
W 8x31W8x67W8x67W8x67W8x67W8x67
W8
x
3
1 W 8 x3 1
W8x67
W 8 x31
W8x67 W8x67W8
x31 W 8 x 3 1
W8x67
W 8 x 3 1
W
8x31W8
x
3
1
W8x67
W
8x31
W 8 x 3 1
W
8x31
W8x67
W 8 x 3 1
W8x67
W 8 x31
W8x67
W 8x31W24x103 W24x103 W24x103 W24x103 W24x103
W
8x
3
1
W8x67
W 8x3 1W 8x31W8x67W8x67
W8
x
3
1W8x31W8x67W8x67W8
x
3
1
W8x67 W8x67 W8x67
W 8x31W 8x31?W8x31
W8x31 W8
x31
M = 10 k-ft
M = 110 k-ft M = 135 k-ft M = 120 k-ft M = 120 k-ftM = 90 k-ft M = 130 k-ftM = 155 k-ft M = 115 k-ft M = 15 k-ft
P
=
5
5
KP =130KP=55KP=90KP
=
13
0
K
P
=
1
0
5
K P =12 0 K
P
=
13
0
K
P =90 K
P
=
6
5
KP=85KP
=
9
0
K
P=130K
P =1 3 0 K
P =1 2 0 K
P=95K
P =1 0 0 K
P =1 4 0 KP=9 5 K
P
=
4
5
K P =1 4 0 K P
=
30
K P =1 9 0 K P
=15
K
P =160KP=1
00KP =5 0 K
P =7 0 K P=65K P =6 5 K P=70K
P=10K
P=85KA.1 A.2 A.3 A.4 A.6
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
1/4" = 1'-0"4/2/2018 10:49:02 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS203
04/06/18
ELEVATIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1/4" = 1'-0"S203
1 EAST PAVILION SOUTH MASONRY WALL ELEVATION
1/4" = 1'-0"S203
2 EAST PAVILION NORTH MASONRY WALL ELEVATION
1/4" = 1'-0"S203
3 WEST PAVILION SOUTH MASONRY WALL ELEVATION
1/4" = 1'-0"S203
4 WEST PAVILION NORTH MASONRY WALL ELEVATION
1 1
11
2
2
2 2 2
2
2
2
2
2
22
2
2 2
2
2
22 2
2
2
2
2
22
22
22
2
2
2
2
2
2
2 2
2
2
22
2
2
2 22
2
2
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
SL1C01
SL1M01
SL1M02
SL1M03
SL1M04
SL1C02
SL1C03SL1C04
SL1C05
SL1M05
SL1C06
SL1C07
SL1C08
SL1C09
SL1C10
SL1C11
SL1C12
SL1C13
SL1C14
SL1C15
SL1M06
SL1M07
SL1M09
SL1M10
SL1M11
SL1M12
SL1M13
SL1M15
SL1M14
SL1M16
SL1M17
SL1M08
SL2C01
SL2M02
SL2C02
SL2C03SL2C04
SL2C05
SL2C06
SL2C07
SL2C08
SL2C09
SL2C10
SL2C11
SL2C12
SL2C13
SL2C14
SL2C15
SL2M03
SL2M04SL2M05
SL2M06
SL2M07
SL2M08
SL2M09
SL2M10
SL2M11
SL2M12
SL2M13 SL2M15
SL2M14
SL2M16
SL3C01
SL3M02
SL3C02
SL3C03SL3C04
SL3C05
SL3C06
SL3C07
SL3C08
SL3C09
SL3C10
SL3C11
SL3C12
SL3C13
SL3C14
SL3C15
SL3M03
SL3M04SL3M05
SL3M06
SL3M07
SL3M08
SL3M09
SL3M10
SL3M11
SL3M12
SL3M13 SL3M15
SL3M14
SL3M16
SRLC01
SRLM02
SRLC02
SRLC03SRLC04
SRLC05
SRLC06
SRLC07
SRLC08
SRLC09
SRLC10
SRLC11
SRLC12
SRLC13
SRLC14
SRLC15
SRLM03
SRLM04SRLM05
SRLM06
SRLM07
SRLM08
SRLM09
SRLM10
SRLM11
SRLM12
SRLM13 SRLM15
SRLM14
SRLM16
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
1/8" = 1'-0"4/2/2018 10:49:07 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS210
04/06/18
SOUTH JEWEL BOX
ANTICIPATED DEFLECTION
PLANS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1
1/8" = 1'-0"S210
1 SOUTH JEWEL BOX LEVEL 1
ABSOLUTE DEFLECTION SOUTH (IN)
LEVEL MARK
STRUCTURAL
SELF-WEIGHT GLAZING MASONRY FLOOR SDL 1ST FLOOR LL 2ND FLOOR LL 3RD FLOOR LL ROOF SNOW
LEVEL 1 SL1C01 0 0 0.01 0 -0.01 0 0 0
LEVEL 1 SL1C02 -0.02 -0.02 -0.06 -0.01 0.05 -0.03 -0.03 -0.02
LEVEL 1 SL1C03 -0.09 -0.05 -0.11 -0.05 0.06 -0.09 -0.09 -0.06
LEVEL 1 SL1C04 -0.11 -0.07 -0.11 -0.06 0.02 -0.1 -0.1 -0.07
LEVEL 1 SL1C05 -0.08 -0.05 -0.1 -0.04 0 -0.07 -0.07 -0.05
LEVEL 1 SL1C06 -0.05 -0.03 -0.07 -0.02 -0.02 -0.03 -0.03 -0.03
LEVEL 1 SL1C07 -0.05 -0.02 -0.03 -0.02 -0.01 -0.04 -0.04 -0.02
LEVEL 1 SL1C08 -0.04 -0.02 -0.04 -0.02 -0.01 -0.04 -0.04 -0.02
LEVEL 1 SL1C09 -0.08 -0.02 -0.12 -0.04 -0.03 -0.06 -0.06 -0.04
LEVEL 1 SL1C10 -0.07 -0.02 -0.15 -0.03 -0.03 -0.05 -0.05 -0.04
LEVEL 1 SL1C11 -0.06 -0.02 -0.12 -0.03 -0.02 -0.04 -0.04 -0.04
LEVEL 1 SL1C12 -0.09 -0.04 -0.09 -0.04 -0.04 -0.07 -0.07 -0.04
LEVEL 1 SL1C13 -0.04 -0.02 -0.05 -0.02 -0.02 -0.03 -0.03 -0.02
LEVEL 1 SL1C14 0 0 -0.09 0 0.02 -0.01 -0.01 -0.01
LEVEL 1 SL1C15 0 0 0 0 0 0 0 0
LEVEL 1 SL1M01 0 0 0.01 0 -0.01 0 0 0
LEVEL 1 SL1M02 -0.01 -0.01 -0.03 0 0.02 -0.01 -0.01 -0.01
LEVEL 1 SL1M03 -0.07 -0.04 -0.14 -0.04 0.1 -0.08 -0.08 -0.06
LEVEL 1 SL1M04 -0.15 -0.09 -0.16 -0.07 0.05 -0.14 -0.14 -0.1
LEVEL 1 SL1M05 -0.09 -0.06 -0.11 -0.04 0.01 -0.08 -0.08 -0.06
LEVEL 1 SL1M06 -0.05 -0.04 -0.08 -0.02 -0.01 -0.04 -0.04 -0.03
LEVEL 1 SL1M07 -0.04 -0.03 -0.05 -0.02 -0.02 -0.03 -0.03 -0.03
LEVEL 1 SL1M08 -0.04 -0.03 -0.02 -0.02 -0.02 -0.03 -0.03 -0.02
LEVEL 1 SL1M09 -0.04 -0.02 -0.02 -0.02 -0.01 -0.03 -0.03 -0.02
LEVEL 1 SL1M10 -0.06 -0.02 -0.08 -0.03 -0.02 -0.05 -0.05 -0.03
LEVEL 1 SL1M11 -0.08 -0.02 -0.15 -0.04 -0.03 -0.06 -0.06 -0.04
LEVEL 1 SL1M12 -0.06 -0.02 -0.14 -0.03 -0.02 -0.04 -0.04 -0.04
LEVEL 1 SL1M13 -0.07 -0.03 -0.11 -0.03 -0.03 -0.06 -0.06 -0.04
LEVEL 1 SL1M14 -0.14 -0.09 -0.12 -0.04 -0.09 -0.07 -0.07 -0.04
LEVEL 1 SL1M15 -0.02 -0.01 -0.09 -0.01 0.01 -0.02 -0.02 -0.02
LEVEL 1 SL1M16 0 0 0 0 0 0 0 0
LEVEL 1 SL1M17 0 0 0 0 0 0 0 0
LEVEL 2 SL2C01 -0.01 0 0.01 0 -0.01 0 0 0
LEVEL 2 SL2C02 -0.03 -0.02 -0.06 -0.02 0.05 -0.04 -0.04 -0.03
LEVEL 2 SL2C03 -0.09 -0.05 -0.11 -0.05 0.06 -0.09 -0.09 -0.07
LEVEL 2 SL2C04 -0.12 -0.07 -0.11 -0.06 0.02 -0.11 -0.11 -0.08
LEVEL 2 SL2C05 -0.08 -0.06 -0.1 -0.04 0 -0.07 -0.07 -0.06
LEVEL 2 SL2C06 -0.05 -0.04 -0.07 -0.02 -0.02 -0.04 -0.04 -0.03
LEVEL 2 SL2C07 -0.06 -0.02 -0.03 -0.03 -0.01 -0.05 -0.05 -0.03
LEVEL 2 SL2C08 -0.06 -0.02 -0.05 -0.03 -0.01 -0.05 -0.05 -0.03
LEVEL 2 SL2C09 -0.08 -0.02 -0.12 -0.04 -0.03 -0.06 -0.06 -0.04
LEVEL 2 SL2C10 -0.08 -0.02 -0.15 -0.04 -0.03 -0.06 -0.06 -0.04
LEVEL 2 SL2C11 -0.06 -0.02 -0.12 -0.03 -0.02 -0.04 -0.04 -0.04
LEVEL 2 SL2C12 -0.09 -0.04 -0.09 -0.04 -0.04 -0.07 -0.07 -0.05
LEVEL 2 SL2C13 -0.05 -0.02 -0.05 -0.02 -0.02 -0.04 -0.04 -0.02
LEVEL 2 SL2C14 -0.01 0 -0.03 -0.01 0 -0.01 -0.01 -0.01
LEVEL 2 SL2C15 0 0 0 0 0 0 0 0
LEVEL 2 SL2M02 -0.01 -0.01 -0.03 -0.01 0.03 -0.01 -0.02 -0.01
LEVEL 2 SL2M03 -0.06 -0.04 -0.09 -0.03 0.06 -0.07 -0.07 -0.05
LEVEL 2 SL2M04 -0.13 -0.07 -0.12 -0.07 0.04 -0.16 -0.12 -0.08
LEVEL 2 SL2M05 -0.1 -0.06 -0.11 -0.05 0.01 -0.09 -0.09 -0.07
LEVEL 2 SL2M06 -0.08 -0.05 -0.09 -0.03 -0.01 -0.08 -0.05 -0.04
LEVEL 2 SL2M07 -0.05 -0.03 -0.05 -0.02 -0.02 -0.02 -0.04 -0.03
LEVEL 2 SL2M08 -0.12 -0.01 -0.01 -0.05 -0.01 -0.21 -0.05 -0.03
LEVEL 2 SL2M09 -0.12 -0.01 -0.02 -0.05 -0.01 -0.2 -0.05 -0.03
LEVEL 2 SL2M10 -0.06 -0.02 -0.08 -0.03 -0.02 -0.04 -0.05 -0.04
LEVEL 2 SL2M11 -0.09 -0.02 -0.14 -0.04 -0.03 -0.08 -0.06 -0.05
LEVEL 2 SL2M12 -0.06 -0.02 -0.14 -0.03 -0.03 -0.05 -0.05 -0.04
LEVEL 2 SL2M13 -0.07 -0.03 -0.11 -0.03 -0.03 -0.04 -0.06 -0.04
LEVEL 2 SL2M14 -0.2 -0.04 -0.07 -0.07 -0.04 -0.34 -0.08 -0.04
LEVEL 2 SL2M15 -0.02 -0.01 -0.04 -0.01 -0.01 -0.01 -0.02 -0.01
LEVEL 2 SL2M16 0 0 -0.01 0 0 0 0 0
LEVEL 3 SL3C01 -0.01 0 0.01 0 -0.01 0 0 0
LEVEL 3 SL3C02 -0.04 -0.02 -0.06 -0.02 0.05 -0.04 -0.04 -0.03
LEVEL 3 SL3C03 -0.1 -0.05 -0.11 -0.05 0.06 -0.09 -0.1 -0.07
LEVEL 3 SL3C04 -0.12 -0.07 -0.11 -0.06 0.02 -0.11 -0.12 -0.08
LEVEL 3 SL3C05 -0.09 -0.06 -0.1 -0.04 0 -0.07 -0.08 -0.06
LEVEL 3 SL3C06 -0.05 -0.04 -0.07 -0.02 -0.02 -0.04 -0.04 -0.04
LEVEL 3 SL3C07 -0.06 -0.02 -0.03 -0.03 -0.01 -0.05 -0.06 -0.04
LEVEL 3 SL3C08 -0.06 -0.02 -0.05 -0.03 -0.01 -0.05 -0.06 -0.04
LEVEL 3 SL3C09 -0.09 -0.02 -0.12 -0.04 -0.03 -0.06 -0.06 -0.04
LEVEL 3 SL3C10 -0.08 -0.02 -0.15 -0.04 -0.03 -0.06 -0.06 -0.05
LEVEL 3 SL3C11 -0.06 -0.02 -0.12 -0.03 -0.02 -0.04 -0.05 -0.04
LEVEL 3 SL3C12 -0.1 -0.04 -0.09 -0.04 -0.04 -0.07 -0.08 -0.05
LEVEL 3 SL3C13 -0.06 -0.02 -0.05 -0.03 -0.02 -0.04 -0.05 -0.03
LEVEL 3 SL3C14 -0.01 0 -0.03 -0.01 -0.01 -0.01 -0.01 -0.01
LEVEL 3 SL3C15 0 0 0 0 0 0 0 0
LEVEL 3 SL3M02 -0.02 -0.01 -0.03 -0.01 0.03 -0.02 -0.01 -0.02
LEVEL 3 SL3M03 -0.07 -0.04 -0.09 -0.04 0.06 -0.07 -0.07 -0.05
LEVEL 3 SL3M04 -0.14 -0.07 -0.12 -0.07 0.04 -0.12 -0.16 -0.09
LEVEL 3 SL3M05 -0.1 -0.06 -0.11 -0.05 0.01 -0.09 -0.09 -0.07
LEVEL 3 SL3M06 -0.07 -0.05 -0.09 -0.03 -0.01 -0.05 -0.08 -0.04
LEVEL 3 SL3M07 -0.05 -0.03 -0.05 -0.02 -0.02 -0.04 -0.03 -0.03
LEVEL 3 SL3M08 -0.13 -0.02 -0.01 -0.06 -0.01 -0.05 -0.22 -0.04
LEVEL 3 SL3M09 -0.13 -0.01 -0.02 -0.06 -0.01 -0.05 -0.21 -0.04
LEVEL 3 SL3M10 -0.07 -0.02 -0.08 -0.03 -0.02 -0.05 -0.04 -0.04
LEVEL 3 SL3M11 -0.1 -0.02 -0.14 -0.04 -0.03 -0.06 -0.08 -0.05
LEVEL 3 SL3M12 -0.07 -0.02 -0.14 -0.03 -0.03 -0.05 -0.05 -0.04
LEVEL 3 SL3M13 -0.07 -0.03 -0.11 -0.03 -0.03 -0.06 -0.04 -0.04
LEVEL 3 SL3M14 -0.2 -0.04 -0.07 -0.08 -0.04 -0.08 -0.35 -0.05
LEVEL 3 SL3M15 -0.02 -0.01 -0.04 -0.01 -0.01 -0.02 -0.01 -0.01
LEVEL 3 SL3M16 0 0 -0.01 0 0 0 0 0
ROOF LEVEL SRLC01 -0.01 0 0.01 0 -0.01 0 0 -0.01
ROOF LEVEL SRLC02 -0.04 -0.02 -0.06 -0.02 0.05 -0.04 -0.04 -0.04
ROOF LEVEL SRLC03 -0.1 -0.05 -0.11 -0.05 0.06 -0.09 -0.1 -0.08
ROOF LEVEL SRLC04 -0.12 -0.07 -0.12 -0.06 0.02 -0.11 -0.12 -0.09
ROOF LEVEL SRLC05 -0.09 -0.06 -0.1 -0.04 0 -0.07 -0.08 -0.06
ROOF LEVEL SRLC06 -0.05 -0.04 -0.07 -0.03 -0.02 -0.04 -0.04 -0.04
ROOF LEVEL SRLC07 -0.06 -0.02 -0.03 -0.04 -0.01 -0.05 -0.06 -0.04
ROOF LEVEL SRLC08 -0.07 -0.02 -0.05 -0.04 -0.01 -0.05 -0.06 -0.05
ROOF LEVEL SRLC09 -0.09 -0.02 -0.12 -0.04 -0.03 -0.06 -0.06 -0.05
ROOF LEVEL SRLC10 -0.08 -0.02 -0.15 -0.04 -0.03 -0.06 -0.06 -0.05
ROOF LEVEL SRLC11 -0.06 -0.02 -0.12 -0.03 -0.02 -0.05 -0.05 -0.04
ROOF LEVEL SRLC12 -0.1 -0.04 -0.09 -0.05 -0.04 -0.07 -0.08 -0.06
ROOF LEVEL SRLC13 -0.06 -0.02 -0.05 -0.03 -0.02 -0.04 -0.05 -0.04
ROOF LEVEL SRLC14 -0.01 0 -0.03 -0.01 -0.01 -0.01 -0.01 -0.01
ROOF LEVEL SRLC15 0 0 0 0 0 0 0 0
ROOF LEVEL SRLM02 -0.02 -0.01 -0.03 -0.02 0.02 -0.01 -0.02 -0.04
ROOF LEVEL SRLM03 -0.07 -0.04 -0.09 -0.04 0.06 -0.07 -0.07 -0.05
ROOF LEVEL SRLM04 -0.13 -0.07 -0.12 -0.09 0.04 -0.12 -0.12 -0.14
ROOF LEVEL SRLM05 -0.1 -0.06 -0.11 -0.05 0.01 -0.09 -0.1 -0.07
ROOF LEVEL SRLM06 -0.07 -0.05 -0.09 -0.05 -0.01 -0.05 -0.05 -0.08
ROOF LEVEL SRLM07 -0.05 -0.03 -0.05 -0.02 -0.02 -0.04 -0.05 -0.02
ROOF LEVEL SRLM08 -0.08 -0.02 -0.01 -0.1 -0.01 -0.05 -0.07 -0.19
ROOF LEVEL SRLM09 -0.08 -0.02 -0.02 -0.1 -0.01 -0.05 -0.06 -0.19
ROOF LEVEL SRLM10 -0.07 -0.02 -0.08 -0.03 -0.02 -0.05 -0.06 -0.03
ROOF LEVEL SRLM11 -0.09 -0.02 -0.14 -0.05 -0.03 -0.06 -0.07 -0.06
ROOF LEVEL SRLM12 -0.07 -0.02 -0.14 -0.04 -0.03 -0.05 -0.05 -0.06
ROOF LEVEL SRLM13 -0.08 -0.03 -0.11 -0.03 -0.03 -0.06 -0.06 -0.03
ROOF LEVEL SRLM14 -0.14 -0.04 -0.07 -0.15 -0.04 -0.08 -0.1 -0.3
ROOF LEVEL SRLM15 -0.02 -0.01 -0.04 -0.01 -0.01 -0.02 -0.02 -0.01
ROOF LEVEL SRLM16 0 0 -0.01 -0.01 0 0 0 -0.01
1/8" = 1'-0"S210
2 SOUTH JEWEL BOX LEVEL 2
1/8" = 1'-0"S210
3 SOUTH JEWEL BOX LEVEL 3
1/8" = 1'-0"S210
4 SOUTH JEWEL BOX ROOF
NO. DATE DESCRIPTION
1 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
NL2C01
NL2C02
NL2C03
NL2C04
NL2C05
NL2C06
NL2C07
NL2C08
NL2C09
NL2C10NL2C11
NL2C12
NL2C13
NL2M01
NL2M02 NL2M03
NL2M04
NL2M05
NL2M06
NL2M07
NL2M08
NL2M09
NL2M10NL2M11
NL2M12
NL2M13
NL3C01
NL3C02
NL3C03
NL3C04
NL3C05
NL3C06
NL3C07
NL3C08
NL3C09
NL3C10NL3C11
NL3C12
NL3C13
NL3M01
NL3M02 NL3M03
NL3M04
NL3M05
NL3M06
NL3M07
NL3M08
NL3M09
NL3M10NL3M11
NL3M12
NL3M13
NRLC01
NRLC02
NRLC03
NRLC04
NRLC05
NRLC06
NRLC07
NRLC08
NRLC09
NRLC10NRLC11
NRLC12
NRLC13
NRLM01
NRLM02 NRLM03
NRLM04
NRLM05
NRLM06
NRLM07
NRLM08
NRLM09
NRLM10NRLM11
NRLM12
NRLM13
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
1/8" = 1'-0"4/2/2018 10:49:10 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS211
04/06/18
NORTH JEWEL BOX
ANTICIPATED DEFLECTION
PLANS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1/8" = 1'-0"S211
1 NORTH JEWEL BOX LEVEL 2
1/8" = 1'-0"S211
2 NORTH JEWEL BOX LEVEL 3
1/8" = 1'-0"S211
3 NORTH JEWEL BOX ROOF
ABSOLUTE DEFLECTION NORTH (IN)
LEVEL
LOCATION
MARK
STRUCTURAL
SELF-WEIGHT GLAZING MASONRY FLOOR SDL 1ST FLOOR LL 2ND FLOOR LL 3RD FLOOR LL ROOF SNOW
LEVEL 2 NL2C01 0.015 0.002 0.029 0.003 0.001 0.011 0.009
LEVEL 2 NL2C02 -0.136 -0.008 -0.083 -0.029 -0.03 -0.071 -0.04
LEVEL 2 NL2C03 -0.211 -0.012 -0.109 -0.043 -0.05 -0.1 -0.051
LEVEL 2 NL2C04 -0.109 -0.008 -0.076 -0.016 -0.018 -0.047 -0.021
LEVEL 2 NL2C05 -0.099 -0.003 -0.083 -0.019 -0.014 -0.05 -0.03
LEVEL 2 NL2C06 -0.306 -0.013 -0.137 -0.068 -0.076 -0.15 -0.083
LEVEL 2 NL2C07 -0.378 -0.025 -0.177 -0.079 -0.085 -0.183 -0.097
LEVEL 2 NL2C08 -0.128 -0.014 -0.117 -0.019 -0.013 -0.064 -0.034
LEVEL 2 NL2C09 -0.06 -0.005 -0.046 -0.009 -0.009 -0.027 -0.014
LEVEL 2 NL2C10 -0.224 -0.008 -0.045 -0.048 -0.058 -0.104 -0.054
LEVEL 2 NL2C11 -0.219 -0.011 -0.111 -0.043 -0.047 -0.108 -0.061
LEVEL 2 NL2C12 -0.085 -0.004 -0.068 -0.013 -0.016 -0.038 -0.027
LEVEL 2 NL2C13 0.028 0.002 0.031 0.004 0.003 0.013 0.011
LEVEL 2 NL2M01 -0.071 -0.004 -0.059 -0.015 -0.013 -0.04 -0.024
LEVEL 2 NL2M02 -0.255 -0.015 -0.127 -0.053 -0.076 -0.114 -0.061
LEVEL 2 NL2M03 -0.177 -0.01 -0.099 -0.033 -0.038 -0.083 -0.04
LEVEL 2 NL2M04 -0.049 -0.004 -0.056 -0.005 -0.004 -0.022 -0.01
LEVEL 2 NL2M05 -0.178 -0.006 -0.112 -0.038 -0.032 -0.093 -0.053
LEVEL 2 NL2M06 -0.549 -0.033 -0.202 -0.119 -0.192 -0.225 -0.121
LEVEL 2 NL2M07 -0.243 -0.02 -0.156 -0.046 -0.038 -0.123 -0.065
LEVEL 2 NL2M08 -0.071 -0.009 -0.081 -0.009 -0.005 -0.034 -0.018
LEVEL 2 NL2M09 -0.102 -0.005 -0.039 -0.02 -0.024 -0.046 -0.024
LEVEL 2 NL2M10 -0.253 -0.014 -0.079 -0.051 -0.072 -0.11 -0.058
LEVEL 2 NL2M11 -0.263 -0.016 -0.109 -0.052 -0.072 -0.118 -0.063
LEVEL 2 NL2M12 -0.176 -0.008 -0.105 -0.032 -0.036 -0.085 -0.051
LEVEL 2 NL2M13 -0.03 -0.002 -0.029 -0.004 -0.005 -0.013 -0.01
LEVEL 3 NL3C01 0.002 0.002 0.028 0 0.001 0 0.007
LEVEL 3 NL3C02 -0.168 -0.008 -0.082 -0.036 -0.031 -0.093 -0.052
LEVEL 3 NL3C03 -0.239 -0.013 -0.109 -0.051 -0.049 -0.12 -0.062
LEVEL 3 NL3C04 -0.129 -0.01 -0.077 -0.018 -0.019 -0.056 -0.024
LEVEL 3 NL3C05 -0.115 -0.005 -0.083 -0.021 -0.015 -0.058 -0.035
LEVEL 3 NL3C06 -0.345 -0.013 -0.137 -0.08 -0.076 -0.179 -0.098
LEVEL 3 NL3C07 -0.414 -0.026 -0.177 -0.089 -0.083 -0.21 -0.112
LEVEL 3 NL3C08 -0.137 -0.017 -0.114 -0.02 -0.015 -0.066 -0.034
LEVEL 3 NL3C09 -0.072 -0.007 -0.049 -0.01 -0.01 -0.032 -0.017
LEVEL 3 NL3C10 -0.256 -0.008 -0.044 -0.057 -0.057 -0.128 -0.066
LEVEL 3 NL3C11 -0.257 -0.011 -0.112 -0.053 -0.047 -0.136 -0.075
LEVEL 3 NL3C12 -0.079 -0.004 -0.063 -0.01 -0.016 -0.031 -0.025
LEVEL 3 NL3C13 0.011 0.002 0.026 0 0.003 0 0.008
LEVEL 3 NL3M01 -0.101 -0.005 -0.05 -0.021 -0.02 -0.05 -0.034
LEVEL 3 NL3M02 -0.315 -0.012 -0.119 -0.069 -0.053 -0.202 -0.073
LEVEL 3 NL3M03 -0.203 -0.012 -0.098 -0.04 -0.04 -0.094 -0.049
LEVEL 3 NL3M04 -0.104 -0.011 -0.07 -0.009 -0.007 -0.046 -0.016
LEVEL 3 NL3M05 -0.183 -0.006 -0.106 -0.043 -0.04 -0.089 -0.062
LEVEL 3 NL3M06 -0.738 -0.023 -0.183 -0.163 -0.115 -0.497 -0.142
LEVEL 3 NL3M07 -0.255 -0.025 -0.153 -0.049 -0.047 -0.115 -0.073
LEVEL 3 NL3M08 -0.088 -0.012 -0.081 -0.01 -0.006 -0.044 -0.019
LEVEL 3 NL3M09 -0.095 -0.006 -0.038 -0.018 -0.022 -0.038 -0.027
LEVEL 3 NL3M10 -0.527 -0.011 -0.075 -0.114 -0.075 -0.366 -0.096
LEVEL 3 NL3M11 -0.472 -0.012 -0.104 -0.101 -0.066 -0.324 -0.096
LEVEL 3 NL3M12 -0.187 -0.009 -0.104 -0.035 -0.036 -0.087 -0.058
LEVEL 3 NL3M13 -0.013 -0.001 -0.021 0.001 -0.006 0.003 -0.007
ROOF LEVEL NRLC01 0 0.002 0.028 -0.001 0.001 0 0.004
ROOF LEVEL NRLC02 -0.182 -0.008 -0.082 -0.042 -0.031 -0.093 -0.069
ROOF LEVEL NRLC03 -0.246 -0.012 -0.108 -0.057 -0.048 -0.119 -0.078
ROOF LEVEL NRLC04 -0.136 -0.01 -0.077 -0.018 -0.019 -0.056 -0.028
ROOF LEVEL NRLC05 -0.123 -0.005 -0.083 -0.024 -0.015 -0.059 -0.041
ROOF LEVEL NRLC06 -0.359 -0.013 -0.137 -0.088 -0.075 -0.179 -0.12
ROOF LEVEL NRLC07 -0.425 -0.026 -0.176 -0.097 -0.082 -0.208 -0.134
ROOF LEVEL NRLC08 -0.143 -0.017 -0.113 -0.019 -0.016 -0.067 -0.034
ROOF LEVEL NRLC09 -0.079 -0.007 -0.051 -0.011 -0.011 -0.034 -0.019
ROOF LEVEL NRLC10 -0.267 -0.008 -0.044 -0.064 -0.056 -0.126 -0.085
ROOF LEVEL NRLC11 -0.27 -0.011 -0.111 -0.06 -0.047 -0.135 -0.095
ROOF LEVEL NRLC12 -0.086 -0.004 -0.062 -0.008 -0.016 -0.034 -0.022
ROOF LEVEL NRLC13 0.011 0.002 0.026 -0.002 0.003 0 0.005
ROOF LEVEL NRLM01 -0.146 -0.005 -0.052 -0.019 -0.021 -0.066 -0.041
ROOF LEVEL NRLM02 -0.322 -0.012 -0.117 -0.093 -0.052 -0.134 -0.172
ROOF LEVEL NRLM03 -0.201 -0.012 -0.098 -0.041 -0.04 -0.1 -0.047
ROOF LEVEL NRLM04 -0.122 -0.007 -0.07 -0.009 -0.008 -0.037 -0.037
ROOF LEVEL NRLM05 -0.196 -0.007 -0.105 -0.044 -0.04 -0.108 -0.049
ROOF LEVEL NRLM06 -0.712 -0.024 -0.184 -0.233 -0.114 -0.264 -0.458
ROOF LEVEL NRLM07 -0.269 -0.023 -0.152 -0.043 -0.047 -0.137 -0.05
ROOF LEVEL NRLM08 -0.092 -0.012 -0.082 -0.012 -0.007 -0.038 -0.028
ROOF LEVEL NRLM09 -0.109 -0.006 -0.04 -0.017 -0.022 -0.052 -0.017
ROOF LEVEL NRLM10 -0.511 -0.011 -0.076 -0.161 -0.074 -0.184 -0.322
ROOF LEVEL NRLM11 -0.471 -0.012 -0.105 -0.142 -0.065 -0.181 -0.283
ROOF LEVEL NRLM12 -0.192 -0.009 -0.102 -0.037 -0.036 -0.097 -0.057
ROOF LEVEL NRLM13 -0.04 -0.001 -0.024 0.005 -0.006 -0.012 0.001
1
NO. DATE DESCRIPTION
1 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
1/2" = 1'-0"4/2/2018 10:49:11 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS300
04/06/18
FOUNDATION SECTIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1/2" = 1'-0"S300
1A SECTION
1/2" = 1'-0"S300
2 SECTION
1/2" = 1'-0"S300
3 SECTION
1/2" = 1'-0"S300
4 SECTION
1/2" = 1'-0"S300
1B SECTION
1/2" = 1'-0"S300
5 SECTION
1/2" = 1'-0"S300
6 SECTION
1/2" = 1'-0"S300
7 SECTION
1/2" = 1'-0"S300
8 SECTION
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
1/2" = 1'-0"S300
1A SECTION
1/2" = 1'-0"S300
2 SECTION
1/2" = 1'-0"S300
3 SECTION
1/2" = 1'-0"S300
4 SECTION
1/2" = 1'-0"S300
1B SECTION
1/2" = 1'-0"S300
5 SECTION
1/2" = 1'-0"S300
6 SECTION
1/2" = 1'-0"S300
7 SECTION
1/2" = 1'-0"S300
8 SECTION
EXISTING CONCRETE
FOUNDATION WALL.
EXISTING 24" THICK MAT
SLAB. REBAR SHOWN
SCHEMATICALLY
7" CRUSHED STONE (WITH
PERFORATED PIPE FOR
DRAINAGE), 1" RIGID
INSULATION, WATERPROOFING
MEMBRANE
NEW 4" SLAB ON GRADE.
REINFORCE WITH W.W.R. PER
TYPICAL DETAILS
NOTES:
1. SEE TYPICAL DETAIL FOR MORE INFORMATION ON SLAB ON
GRADE AND SUBSLAB PACKAGE
2. SEE PILE DETAILS FOR MORE INFORMATION WHERE PILES
ARE ADJACENT TO FOUNDATION WALL
REMOVE CONCRETE AT TOP OF EXISTING
WALL. DO NOT CUT OR REMOVE EXISTING
VERTICAL REBAR. VERTICAL EXTENT OF
CONCRETE REMOVAL TO BE 12" MINIMUM.
INSTALL MECHANICAL COUPLER ON ALL
EXISTING VERTICAL REINFORCEMENT.
MECHANICAL COUPLER SHALL BE
DESIGNED FOR 1.25fy.
MECHANICAL REBAR
COUPLER, TYPICAL
HOOKED DOWELS TO MATCH SLAB REBAR (NOTE: IF VERTICAL
DIMENSION OF NEW WALL SEGMENT ALLOWS, IT IS ACCEPTABLE
TO PROVIDE NEW STRAIGHT VERTICAL WALL REBAR AND
SEPARATE HOOKED SLAB DOWELS WITH FULL TENSION LAP
SPLICE)
NEW REINFORCED CONCRETE
SLAB. SEE PLAN FOR THICKNESS
AND LOCATIONS WHERE SLAB IS SLOPING
RIGID INSULATION
SOIL OR PAVERS. SEE
ARCHITECTURAL DRAWINGS FOR
LAYOUT AND MORE INFORMATION
ON ASSEMBLIES OF EACH
NEW WALL
STRUCTURE
EXISTING
WALL
STRUCTURE
EXISTING VERTICAL
REBAR
T.O. LEVEL LL SLAB ON GRADE
SEE PLAN
PERIMETER DRAIN. COORDINATE WITH
ARCHITECTURAL, LANDSCAE, AND CIVIL
DRAWINGS.
WATERPROOFING MEMBRANE, DRAIN
BOARD, AND RIGID INSULATION. SEE
ARCHITECTURAL DRAWINGS FOR MORE
INFORMATION, INCLUDING EXTENT (EXTEND
DOWN FACE OF WALL TO BOTTOM OF
EXCAVATION)
AT SECTION 1A ONLY:
RAISED SLAB WITH
CONCRETE WING WALLS
(NOT SHOWN HERE). SEE
TYPICAL DETAIL
SCALE:
1B
S300 1/2" = 1'-0"
SECTION
CONTINUOUS
WATERSTOP, TYP.
S300
1A
EXISTING FOUNDATION WALL.
EXISTING 24" THICK MAT
SLAB. REBAR SHOWN
SCHEMATICALLY
7" CRUSHED STONE WITH
PERFORATED PIPE FOR
DRAINAGE
CONTINUOUS WATERSTOP
NEW 4" SLAB ON GRADE.
REINFORCE WITH W.W.R. PER
TYPICAL DETAILS
1" RIGID INSULATION
WATERPROOFING
HOOKED DOWELS. WHAT SIZE ARE THESE? (NOTE: IF VERTICAL
DIMENSION OF NEW WALL SEGMENT ALLOWS, IT IS ACCEPTABLE
TO PROVIDE NEW STRAIGHT VERTICAL WALL REBAR AND
SEPARATE HOOKED SLAB DOWELS WITH FULL TENSION LAP
SPLICE
NEW REINFORCED
CONCRETE SLAB
NEW WALL
STRUCTURE
EXISTING
WALL
STRUCTURE
T.O. LEVEL LL SLAB ON GRADE
T.O. MECHANICAL TRENCH SLAB
SEE PLAN
T.O. LEVEL G SLAB
SEE PLAN
WATERPROOFING MEMBRANE, DRAIN
BOARD, AND RIGID INSULATION. SEE
ARCHITECTURAL DRAWINGS FOR MORE
INFORMATION, INCLUDING EXTENT (EXTEND
DOWN FACE OF WALL TO BOTTOM OF
EXCAVATION)
CONTINUOUS
WATERSTOP, TYPICAL
NEW REINFORCED CONCRETE
MAT SLAB
SCALE:
5
S300 1/2" = 1'-0"
SECTION
EXISTING FOUNDATION WALL.
REBAR SHOWN SCHEMATICALLY
EXISTING 24" THICK MAT
SLAB. REBAR SHOWN
SCHEMATICALLY
CONTINUOUS WATERSTOP
NEW 4" SLAB ON GRADE.
REINFORCE WITH W.W.R. PER
TYPICAL DETAILS
1" RIGID INSULATION
WATERPROOFING
CUT DOWN MINIMUM 12" OF EXISTING WALL TO EXPOSE
EXISTING VERTICAL REINFORCEMENT. INSTALL
MECHANICAL COUPLER ON ALL EXISTING VERTICAL
REINFORCEMENT. MECHANICAL COUPLER SHALL BE
DESIGNED FOR 1.25fy.
MECHANICAL REBAR
COUPLER, TYPICAL
NEW REINFORCED
CONCRETE SLAB
NEW WALL
STRUCTURE
EXISTING
WALL
STRUCTURE
T.O. LEVEL LL SLAB ON GRADE
PILE CAP. REINFORCEMENT SHOWN
SCHEMATICALLY. SEE PLAN AND
S604
WATERPROOFING MEMBRANE, DRAIN BOARD,
AND RIGID INSULATION. SEE ARCHITECTURAL
DRAWINGS FOR MORE INFORMATION,
INCLUDING EXTENT (EXTEND DOWN FACE OF
WALL TO BOTTOM OF EXCAVATION)
3" LEAN CONCRETE MUD MAT
BENEATH NEW FOUNDATIONS
SEE S604 FOR TYPICAL PILE DETAILS.
COORDINATE WATERPROOFING DETAILS WITH
ARCHITECTURAL DRAWINGS
SCALE:
7
S300 1/2" = 1'-0"
SECTION
NEW REINFORCED CONCRETE
FOUNDATION WALL.
NOTES:
1. SEE TYPICAL DETAIL FOR MORE INFORMATION ON SLAB ON
GRADE AND SUBSLAB PACKAGE
2. SEE PILE DETAILS FOR MORE INFORMATION WHERE PILES
ARE ADJACENT TO FOUNDATION WALL
SOIL OR PAVERS. SEE
ARCHITECTURAL DRAWINGS FOR
LAYOUT AND MORE INFORMATION
ON ASSEMBLIES OF EACH
EXISTING CONCRETE
FOUNDATION WALL
NEW REINFORCED CONCRETE FOUNDATION WALL.
INTERIOR WALL ASSEMBLY NOT SHOWN HERE (SEE
ARCHITECTURAL DRAWINGS
PROVIDE DOWELS BETWEEN NEW AND EXISTING
FOUNDATION WALLS. DOWELS TO MATCH HORIZONTAL
REINFORCING SIZE AND SPACING IN NEW FOUNDATION
WALL. LENGTH TO BE 2'-0". EPOXY INTO EXISTING WALL
WITH HILTI HIT-HY 200 EPOXY (EMBED MINIMUM 6")
NEW OPENING
FOR AREAWAY
CONTINUOUS L3x3x1/4 ANGLE
(HOT-DIP GALVANIZED) ALL
AROUND GRATING. PROVIDE 12"
DIAMETER 6" LONG HEADED
SHEAR STUDS (HOT-DIP
GALVANIZED) AT 24" O/C
GRATING AT AREAWAY. SHIM AT
SUPPORT POINTS
NEW REINFORCED CONCRETE MAT SLAB
6" WIDE CURB WITH #4@12"
O/C DOWELS (EMBED 24"
INTO TOP OF WALL)
T.O. LEVEL LL AREAWAY SLAB
SEE PLAN
WATERPROOFING, DRAIN
BOARD, RIGID INSULATION. SEE
ARCHITECTURAL DRAWINGS
CONTINUOUS WATERSTOP,
TYPICAL
CONTINUOUS
WATERPROOFING WITH DRAIN
BOARD. SEE ARCHITECTURAL
DRAWINGS
WATERPROOFING AND
INSULATION. SEE
ARCHITECTURAL DRAWINGS
SCALE:
2
S300 1/2" = 1'-0"
SECTION
SCALE:
3
S300 1/2" = 1'-0"
SECTION
SOIL OR PAVERS. SEE
ARCHITECTURAL DRAWINGS FOR
LAYOUT AND MORE INFORMATION
ON ASSEMBLIES OF EACH
CONTINUOUS L3x3x1/4 ANGLE
(HOT-DIP GALVANIZED) ALL
AROUND GRATING. PROVIDE 12"
DIAMETER 6" LONG HEADED
SHEAR STUDS (HOT-DIP
GALVANIZED) AT 24" O/C
GRATING AT AREAWAY. SHIM AT
SUPPORT POINTS
EXISTING MAT
SLAB
NEW MAT SLAB
6" WIDE CURB AT
INTERIOR/EXTERIOR BOUNDARY
WITH #4@12" O/C HOOKED DOWELS
(HORIZONTAL LEG LENGTH IS 2'-6")
INTERIOR EXTERIOR
AREAWAY
T.O. LEVEL LL SLAB ON GRADE
SEE PLAN
T.O. LEVEL LL AREAWAY SLAB
SEE PLAN
DOWEL NEW MAT SLAB INTO
EXISTING MAT SLAB. DOWELS TO BE
#5@24" EACH ROW x 2'-0" O/C TOP
AND BOTTOM. STAGGER ROWS AND
SPACE ROWS 8" APART VERTICALLY.
EMBED WITH HILTI HIT-HY 200 EPOXY
(EMBED MINIMUM 6").
CONTINUOUS WATERSTOP,
TYPICAL
NEW REINFORCED CONCRETE
MAT SLAB. SLOPE TOP TO DRAIN
6" WIDE CURB WITH #4@12"
O/C DOWELS (EMBED 24"
INTO TOP OF WALL)
WATERPROOFING AND
INSULATION. SEE
ARCHITECTURAL DRAWINGS
SCALE:
4
S300 1/2" = 1'-0"
SECTION
T.O. INTERSTITIAL MAT SLAB
PILE CAP BEYOND. SEE S604
FOR TYPICAL PILE DETAILS
T.O. LEVEL G SLAB
SEE PLAN
CONTINUOUS
WATERSTOP,
TYPICAL
SCALE:
6
S300 1/2" = 1'-0"
SECTION
ADDITIONAL BARS AS
INDICATED ON PLAN
#4@12" STIRRUPS FOR
FULL LENGTH OF
ADDITIONAL BARS
INDICATED ON PLAN
WATERPROOFING AND
INSULATION. SEE
ARCHITECTURAL DRAWINGS
SCALE:
8
S300 1/2" = 1'-0"
SECTION
T.O. LEVEL G MAT SLAB
EL. SEE PLAN
EXISTING MASONRY
WALL TO REMAIN
SEE TYPICAL BEAM
POCKET DETAIL
EXISTING CONCRETE
FOOTING TO REMAIN
T.O. LEVEL 1 SLAB
EL. SEE PLAN
RAISED SLAB ON INSULATION
SEE TYPICAL DETAIL
7" CRUSHED STONE (WITH
PERFORATED PIPE FOR
DRAINAGE), 1" RIGID
INSULATION, WATERPROOFING
MEMBRANE
7" CRUSHED STONE WITH
PERFORATED PIPE FOR
DRAINAGE
CMU WALL. SEE
ARCHITECTURAL
PLANS AND WALL
TYPES.
REINFORCEMENT
NOT SHOWN FOR
CLARITY.
INSULATION. SEE
ARCHITECTURAL
DRAWINGS
PROVIDE DEFLECTION HEAD
AT TOP OF CMU WALL (LEVEL
1 STRUCTURE DOES NOT
BEAR ON WALL)
HOOKED DOWELS
TO MATCH
VERTICAL WALL
REINFORCEMENT.
REMOVE CONCRETE AT TOP OF EXISTING
WALL. DO NOT CUT OR REMOVE EXISTING
VERTICAL REBAR. VERTICAL EXTENT OF
CONCRETE REMOVAL TO BE 12" MINIMUM.
INSTALL MECHANICAL COUPLER ON ALL
EXISTING VERTICAL REINFORCEMENT.
MECHANICAL COUPLER SHALL BE
DESIGNED FOR 1.25fy.
MECHANICAL REBAR
COUPLER, TYPICAL
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
1/2" = 1'-0"4/2/2018 10:49:12 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS301
04/06/18
FOUNDATION SECTIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1/2" = 1'-0"S301
4 SECTION
1/2" = 1'-0"S301
3 SECTION
1/2" = 1'-0"S301
2 SECTION
1/2" = 1'-0"S301
1 SECTION
1/2" = 1'-0"S301
5 SECTION
1/2" = 1'-0"S301
6 SECTION
1/2" = 1'-0"S301
7 SECTION
1/2" = 1'-0"S301
8 SECTION
1/2" = 1'-0"S301
2A SECTION
1/2" = 1'-0"S301
2B SECTION
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
1/2" = 1'-0"S301
4 SECTION
1/2" = 1'-0"S301
3 SECTION
1/2" = 1'-0"S301
2 SECTION
1/2" = 1'-0"S301
1 SECTION
1/2" = 1'-0"S301
5 SECTION
1/2" = 1'-0"S301
6 SECTION
1/2" = 1'-0"S301
7 SECTION
1/2" = 1'-0"S301
8 SECTION
1/2" = 1'-0"S301
2A SECTION
1/2" = 1'-0"S301
2B SECTION
MAT SLAB "FINGER"
EXTENDING UNDER THE
EXISTING WALL. SEE PLAN
FOR LAYOUT
WATERPROOFING AND
INSULATION. SEE
ARCHITECTURAL DRAWINGS
SCALE:
1
S301 1/2" = 1'-0"
SECTION
SCALE:
2B
S301 1/2" = 1'-0"
SECTION
SCALE:
3
S301 1/2" = 1'-0"
SECTION
SUNKEN COURTYARD LANDSCAPE
PACKAGE. SEE LANDSCAPE AND
ARCHITECTURAL DRAWINGS FOR
COMPONENTS, TRENCH DRAINS, PIPING,
AND SNOWMELT SYSTEM. PACKAGE IS
NOT SHOWN HERE
T.O. LEVEL G MAT SLAB
T.O. LEVEL G MAT SLAB
T.O. LEVEL G MAT SLAB
WATERPROOFING AND
INSULATION. SEE
ARCHITECTURAL DRAWINGS
WATERPROOFING AND
INSULATION. SEE
ARCHITECTURAL DRAWINGS
PERIMETER DRAIN.
COORDINATE WITH
ARCHITECTURAL, LANDSCAE,
AND CIVIL DRAWINGS.
WATERPROOFING MEMBRANE, DRAIN
BOARD, AND RIGID INSULATION. SEE
ARCHITECTURAL DRAWINGS FOR MORE
INFORMATION, INCLUDING EXTENT (EXTEND
DOWN FACE OF WALL TO BOTTOM OF
EXCAVATION)
SOIL RETENTION SYSTEM OUTBOARD OF
EXTERIOR WALL PACKAGE. SEE
ARCHITECTURAL AND CIVIL DRAWINGS,
AND COORDINATE WITH GEOTECHNICAL
REQUIREMENTS
WATERPROOFING AND
INSULATION. SEE
ARCHITECTURAL DRAWINGS
WATERPROOFING MEMBRANE, DRAIN
BOARD, AND RIGID INSULATION. SEE
ARCHITECTURAL DRAWINGS FOR MORE
INFORMATION, INCLUDING EXTENT (EXTEND
DOWN FACE OF WALL TO BOTTOM OF
EXCAVATION)
SCALE:
4
S301 1/2" = 1'-0"
SECTION
SCALE:
5
S301 1/2" = 1'-0"
SECTION SCALE:
6
S301 1/2" = 1'-0"
SECTION
T.O. LEVEL G MAT SLAB
EL. SEE PLAN
EXTEND LONGITUDINAL REINFORCEMENT
TO EDGE OF PILE
EXTEND STIRRUPS
2'-0" BEYOND PILE
(4)#8 BOTTOM BARS
(2)#5 STIRRUPS @ 8"
O/C (4 LEGS TOTAL)
(8)#8 TOP BARS
3'-0" X 2'-0" BEAM CAST INTEGRALLY WITH
MAT SLAB. TYPICAL MAT REINFORCEMENT
TO BE CONTINUOUS THROUGH BEAM
SECTION. CLEAR COVER TO BE PER
GENERAL NOTES
EXISTING MASONRY
WALL TO REMAIN
NEW STEEL BEAM.
SEE PLAN
SEE TYPICAL BEAM
POCKET DETAIL
8"
SEE S604 FOR TYPICAL
PILE DETAILS
EXISTING CONCRETE
FOOTING TO REMAIN
T.O. LEVEL G MAT SLAB
EXISTING MASONRY
WALL TO REMAIN
T.O. LEVEL 1 SLAB
EL. SEE PLAN
T.O. LEVEL 1 SLAB
EL. SEE PLAN
T.O. LEVEL 1 SLAB
EL. SEE PLAN
SEE S604 FOR TYPICAL PILE DETAILS SEE S604 FOR TYPICAL PILE DETAILSEXISTING CONCRETE
FOOTING TO REMAIN
EXISTING CONCRETE
FOOTING TO REMAIN
EXISTING MASONRY
WALL TO REMAIN
NEW REINFORCED CONCRETE
MAT SLAB, SEE S002 FOR
REINFORCEMENT INFORMATION
SEE S501 FOR TYPICAL DETAIL
AT MAT SLAB THICKNESS
TRANSITION
NEW REINFORCED CONCRETE
MAT SLAB, SEE S002 FOR
REINFORCEMENT INFORMATION
SEE S501 FOR TYPICAL DETAIL
AT MAT SLAB THICKNESS
TRANSITION
A-A
A-A
SECTION A-A
REINFORCED CONCRETE
CANTILEVERED FOUNDATION
WALL. SEE SCHEDULE FOR
REINFORCEMENT
DOWEL TO MATCH INSIDE FACE
REINFORCING. PROVIDE FULL TENSION
DEVELOPMENT LENGTH INTO WALL BELOW
(BELOW SHELF)
TOP OF GRADE
VARIES. SEE
LANDSCAPE PLAN
REINFORCED CONCRETE
FOUNDATION WALL. SEE
SCHEDULE FOR
REINFORCEMENT
CMU WALL. SEE
ARCHITECTURAL
PLANS AND WALL
TYPES.
REINFORCEMENT
NOT SHOWN FOR
CLARITY.
INSULATION. SEE
ARCHITECTURAL
DRAWINGS
PROVIDE DEFLECTION HEAD
AT TOP OF CMU WALL (LEVEL
1 STRUCTURE DOES NOT
BEAR ON WALL)
HOOKED DOWELS
TO MATCH
VERTICAL WALL
REINFORCEMENT.
SCALE:
7
S301 1/2" = 1'-0"
SECTION
T.O. LEVEL G MAT SLAB
EXISTING MASONRY
WALL TO REMAIN
T.O. LEVEL 1 SLAB
EL. SEE PLAN
SEE S604 FOR TYPICAL PILE DETAILS
EXISTING CONCRETE
FOOTING TO REMAIN
NEW REINFORCED CONCRETE
MAT SLAB, SEE S002 FOR
REINFORCEMENT INFORMATION
SEE S501 FOR TYPICAL DETAIL
AT MAT SLAB THICKNESS
TRANSITION
STEEL COLUMN
SCALE:
8
S301 1/2" = 1'-0"
SECTION
T.O. LEVEL G MAT SLAB
NEW REINFORCED CONCRETE
MAT SLAB, SEE S002 FOR
REINFORCEMENT INFORMATION
CURB FOR PAVER AND TRENCH DRAIN SUPPORT.
COORDINATE DIMENSIONS AND HEIGHT WITH
LANDSCAPE, MEP, AND ARCHITECTURAL DRAWINGS
SEE S501 FOR TYPICAL DETAIL
AT MAT SLAB THICKNESS
TRANSITION
GLAZING. SEE ARCHITECTURAL
DRAWINGS
(3)#5 CONTINUOUS
ALONG EDGE OF MAT
(3)#5 CONTINUOUS
ALONG EDGE OF MAT
3" LEAN CONCRETE MUD MAT
BENEATH NEW FOUNDATIONS
REINFORCED CONCRETE
CANTILEVERED FOUNDATION
WALL. SEE SCHEDULE FOR
REINFORCEMENT
CANTILEVERED RETAINING WALL FOOTING
WITH #8@9" O/C TOP SHORT-WAY, #5@12"
O/C BOTTOM SHORT-WAY, AND (7) #5
CONTINUOUS LONGITUDINAL.1'-0"DOWELS TO MATCH VERTICAL WALL
REINFORCEMENT SIZE AND SPACING, WITH
FULL TENSION LAP SPLICES AT EACH LEG
T.O. WALL VARIES PER GRADE
REINFORCED CONCRETE
CANTILEVERED FOUNDATION
WALL. SEE SCHEDULE FOR
REINFORCEMENT
CANTILEVERED RETAINING WALL FOOTING
WITH #8@9" O/C TOP SHORT-WAY, #5@12"
O/C BOTTOM SHORT-WAY, AND (7) #5
CONTINUOUS LONGITUDINAL.1'-0"DOWELS TO MATCH VERTICAL WALL
REINFORCEMENT SIZE AND SPACING, WITH
FULL TENSION LAP SPLICES AT EACH LEG
T.O. WALL VARIES PER GRADE
RETAINING WALL AND FOOTING IS AT
SECTION 2B ONLY. NOT AT SECTION 2A
S300
2A
#4@12" O/C HOOKED DOWELS (2'-6"
LONG LEGS)
1'-1"
T.O. LEVEL G MAT SLAB
#4 CONTINUOUS
EMBEDDED WEEPS. SEE
ARCHITECTURAL DRAWINGS FOR
SPACING AND OTHER INFORMATION
STEEL BRACE BEAM AND DIAGONALS
SEE BRACE ELEVATIONS
(3)#5 CONTINUOUS
ALONG EDGE OF MAT
STEEL COLUMN
STEEL BRACE BEAM AND DIAGONALS
SEE BRACE ELEVATIONSSTEEL BRACE BEAM AND DIAGONALS
SEE BRACE ELEVATIONS
STEEL BRACE BEAM AND DIAGONALS
SEE BRACE ELEVATIONS
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
1/2" = 1'-0"4/2/2018 10:49:13 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS302
04/06/18
FOUNDATION SECTIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
1/2" = 1'-0"S302
4 SECTION
1/2" = 1'-0"S302
3 SECTION
1/2" = 1'-0"S302
2 SECTION
1/2" = 1'-0"S302
1 SECTION
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
3/4" = 1'-0"4/2/2018 10:49:15 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS400
04/06/18
SUPERSTRUCTURE
SECTIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
3/4" = 1'-0"S400
1 SECTION
3/4" = 1'-0"S400
2 SECTION
3/4" = 1'-0"S400
3 SECTION
3/4" = 1'-0"S400
4 SECTION
3/4" = 1'-0"S400
5 SECTION
3/4" = 1'-0"S400
6 SECTION
3/4" = 1'-0"S400
7 SECTION
3/4" = 1'-0"S400
8 SECTION
3/4" = 1'-0"S400
9 SECTION
3/4" = 1'-0"S400
10 SECTION
3/4" = 1'-0"S400
11 SECTION
3/4" = 1'-0"S400
12 SECTION
3/4" = 1'-0"S400
13 SECTION
3/4" = 1'-0"S400
14 SECTION
3/4" = 1'-0"S400
1C SECTION
3/4" = 1'-0"S400
1B SECTION
3/4" = 1'-0"S400
16 SECTION
3/4" = 1'-0"S400
17 SECTION
3/4" = 1'-0"S400
15 SECTION
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
3/4" = 1'-0"S400
1 SECTION
3/4" = 1'-0"S400
2 SECTION
3/4" = 1'-0"S400
3 SECTION
3/4" = 1'-0"S400
4 SECTION
3/4" = 1'-0"S400
5 SECTION
3/4" = 1'-0"S400
6 SECTION
3/4" = 1'-0"S400
7 SECTION
3/4" = 1'-0"S400
8 SECTION
3/4" = 1'-0"S400
9 SECTION
3/4" = 1'-0"S400
10 SECTION
3/4" = 1'-0"S400
11 SECTION
3/4" = 1'-0"S400
12 SECTION
3/4" = 1'-0"S400
13 SECTION
3/4" = 1'-0"S400
14 SECTION
3/4" = 1'-0"S400
1C SECTION
3/4" = 1'-0"S400
1B SECTION
3/4" = 1'-0"S400
16 SECTION
3/4" = 1'-0"S400
17 SECTION
3/4" = 1'-0"S400
15 SECTION
6"
1'-312"1'-2"
1'-0"
FACE OF WATERPROOFING /
INSIDE FACE OF INSULATION
OUTSIDE FACE OF INSULATION
3/8" OURTIGGER
PLATES @ 3'-0" O.C.
CONTINUOUS CURVED
GALVANIZED L6x6x12 SHELF
ANGLE -TYP
1'-312"1'-2"
1'-312"1'-2"
118"
INSULATION LINE
1'-4"3'-6"6"1"
1'-312"1'-2"
1'-312"1'-2"
118"
5"2'-012"
1'-0"
5"2'-012"
1'-0"
FACE OF
STONE
BEYOND
FACE OF
STONE
BEYOND
1'-312"
118"
6"
1'-2"
1'-0"
1'-312"
1'-0"
118"
6"
1'-2"
T.O. CURB
EL. VARIES (SEE PLAN)
T.O. CURB
EL. VARIES (SEE PLAN)
T.O. CURB
EL. VARIES (SEE PLAN)
SCALE:
8
S400 3/4" = 1'-0"
SECTION
SCALE:
9
S400 3/4" = 1'-0"
SECTION
SCALE:
15
S400 3/4" = 1'-0"
SECTION
SCALE:
3
S400 3/4" = 1'-0"
SECTION
SCALE:
2
S400 3/4" = 1'-0"
SECTION
SCALE:
4
S400 3/4" = 1'-0"
SECTION
SCALE:
5
S400 3/4" = 1'-0"
SECTION
SCALE:
6
S400 3/4" = 1'-0"
SECTION
SCALE:
7
S400 3/4" = 1'-0"
SECTION
SCALE:
10
S400 3/4" = 1'-0"
SECTION
118"
3/8" CURVED BENT PLATE POUR
STOP. STIFFEN WITH 3
8" RIBS @
12" o.c. AT ALL CURB LOCATIONS
A706 GRADE 60 WELDABLE REBAR AS FOLLOWS:
·#4 @ 12" O.C. FOR CURB HEIGHTS H < 2'-0"
·#5 @ 12" O.C. FOR CURB HEIGHTS 2'-0" < H < 4'-6"
·#5 @ 6" O.C. FOR CURB HEIGHTS H > 4'-6"
#4 @ 12" O.C. HORIZONTAL BARS
GALAVANIZED W6x20
@ 3'-0" O.C.
1
2" x 6" RECEIVING PLATE @ 3'-0" O.C. SHOP WELDED TO
OUTRIGGER PLATES. ALLOW FOR 12" FABREEKA
THERMAL ISOLATION PAD OR APPROVED EQUAL
BETWEEN PLATE AND W6
CONTINUOUS 9/16" CURVED
FACE PLATE AT RING BEAM
NOTES:
1. TYPICAL DETAIL AT BASE STONE SUPPORT AT LEVEL 1 SOUTH AT
GLAZING TRANSITION.
2. AS AN ALTERNATE TO CURVED ROLLED SECTIONS AT POUR STOPS
AND STONE SHELVES, CONTRACTOR MAY SUBMIT BUILT-UP WELDED
PLATE ASSEMBLIES FOR ENGINEERS APPROVAL.
NOTES:
1. TYPICAL DETAIL AT BASE STONE SUPPORT AT LEVEL 1 SOUTH
WITH NO GLAZING TRANSITION.
2. SEE DETAIL 1 FOR BALANCE OF INFORMATION NOT SHOWN HERE.
FOR PRICING ALLOW FOR 8" 16 GAGE
METAL STUDS @ 16" O.C. BY MARINOWARE
OR APPROVED EQUAL. SEE
ARCHITECTURAL DRAWINGS FOR WALL
ASSEMBLY. FINAL DESIGN AND
SPECIFICATION OF STUDS TO BE BY
MANUFACTURERS ENGINEER.
1
4"
(2)34" Ø A325 SC BOLTS @ 3" O.C. -
PROVIDE OVERSIZE / SLOTTED
HOLES AS REQ'D TO ALLOW FOR
FIELD ADJUSTABILITY
NOTES:
1. TYPICAL DETAIL AT BASE STONE SUPPORT AT LEVEL 1 SOUTH AT
COLUMN LOCATIONS.
2. SEE DETAILS 1 & 2 FOR BALANCE OF INFORMATION NOT SHOWN HERE.
10"x34"x10" BASE PLATE
WITH (4) 3
4"Ø A325 SC
ANCHOR BOLTS @ 7" O.C.
5"
NOTES:
1. TYPICAL DETAIL AT LEVELS 2 & 3 SOUTH, AND LEVEL 3 NORTH AT
GLAZING TRANSITION.
2. SEE DETAILS 1 & 2 FOR BALANCE OF INFORMATION NOT SHOWN HERE.
10"x34"x10" BASE / CAP
PLATES WITH (4) 3
4"Ø A325
SC ANCHOR BOLTS @ 7"
O.C.
412"
NOTES:
1. TYPICAL DETAIL AT LEVEL 2 SOUTH AT GLAZING TRANSITION WITH
COLUMNS.
2. SEE DETAILS 1 & 2 FOR BALANCE OF INFORMATION NOT SHOWN HERE.
NOTES:
1. TYPICAL DETAIL AT LEVELS 2 & 3 SOUTH, AND LEVEL 3 NORTH WITH
NO GLAZING TRANSITION.
2. SEE DETAILS 1 & 2 FOR BALANCE OF INFORMATION NOT SHOWN HERE.
NOTES:
1. TYPICAL DETAIL AT LEVELS 2 & 3 SOUTH, AND LEVEL 3 NORTH WITH
NO GLAZING TRANSITION - AT COLUMN LOCATIONS.
2. SEE DETAILS 1 & 2 FOR BALANCE OF INFORMATION NOT SHOWN HERE.
10"x3
4"x10" BASE / CAP
PLATES WITH (4) 34"Ø A325
SC ANCHOR BOLTS @ 7"
O.C.
SEE ARCHITECTURAL DRAWINGS FOR GLAZING /
MULLION DETAILS.
14" CURVED BENT PLATE
POUR STOP - TYP AT SLAB
SET-BACK LOCATIONS
NOTES:
1. TYPICAL DETAIL AT LEVELS 2 & 3 SOUTH, AND LEVEL 3 NORTH SLAB
SETBACKS FOR GLAZING
2. SEE DETAILS 1 & 2 FOR BALANCE OF INFORMATION NOT SHOWN HERE.
NOTES:
1. TYPICAL DETAIL AT LEVEL 3 SOUTH SLAB SETBACK FOR GLAZING - AT
COLUMN LOCATIONS.
2. SEE DETAILS 1 & 2 FOR BALANCE OF INFORMATION NOT SHOWN HERE.
BUILT-UP PLATE
COLUMN - SEE
SCHEDULE
BUILT-UP PLATE
COLUMN - SEE
SCHEDULE
10"x3
4"x10" BASE / CAP
PLATES WITH (4) 34"Ø A325
SC ANCHOR BOLTS @ 7"
O.C.
412"
1
4"
SCALE:
1
S400 3/4" = 1'-0"
SECTION
6"
1'-312"1'-2"
1'-0"
5/8" OURTIGGER
PLATES @ 3'-0" O.C.
1'-5"
T.O. CURB
EL. VARIES (SEE PLAN)
3/8" CURVED BENT PLATE POUR
STOP. STIFFEN WITH 3
8" RIBS @
12" o.c. AT ALL CURB LOCATIONS
A706 GRADE 60 WELDABLE REBAR AS FOLLOWS:
·#4 @ 12" O.C. FOR CURB HEIGHTS H < 2'-0"
·#5 @ 12" O.C. FOR CURB HEIGHTS 2'-0" < H < 4'-6"
·#5 @ 6" O.C. FOR CURB HEIGHTS H > 4'-6"
#4 @ 12" O.C. HORIZONTAL BARS
CONTINUOUS 9/16" CURVED
FACE PLATE AT RING BEAM
SEE ARCHITECTURAL DRAWINGS FOR GLAZING /
MULLION DETAILS.6'-4"8"
2'-8" x 12" SHAPED FLAT PLATE
TO MATCH CURVED PROFILE OF
WALL SOFFIT.GALVANIZED WT6x25
@ 3'-0" O.C.
8"x12"x0'-8" RECEIVING PLATE @
3'-0" O.C. SHOP WELDED TO
OUTRIGGER PLATES. ALLOW FOR
12" FABREEKA THERMAL
ISOLATION PAD OR APPROVED
EQUAL BETWEEN PLATE AND
ANGLES AS SHOWN
GALVANIZED SHAPED
L4x4x38 ANGLE EACH
SIDE OF WT
NOTES:
1. TYPICAL DETAIL AT BASE STONE SUPPORT AT LEVEL 1 NORTH AT GLAZING TRANSITION.
2. AS AN ALTERNATE TO CURVED ROLLED SECTIONS AT POUR STOPS, CONTRACTOR MAY
SUBMIT BUILT-UP WELDED PLATE ASSEMBLIES FOR ENGINEERS APPROVAL.
SCALE:
12
S400 3/4" = 1'-0"
SECTION
SCALE:
11
S400 3/4" = 1'-0"
SECTION
FOR PRICING ALLOW FOR 8" 16 GAGE
METAL STUDS @ 16" O.C. BY MARINOWARE
OR APPROVED EQUAL. SEE
ARCHITECTURAL DRAWINGS FOR WALL
ASSEMBLY. FINAL DESIGN AND
SPECIFICATION OF STUDS TO BE BY
MANUFACTURERS ENGINEER.
1'-312"1'-2"
118"
NOTES:
1. TYPICAL DETAIL AT BASE STONE SUPPORT AT LEVEL 2 NORTH
WITH NO GLAZING TRANSITION.
2. SEE DETAIL 11 FOR BALANCE OF INFORMATION NOT SHOWN HERE.
FOR PRICING ALLOW FOR 8" 16 GAGE
METAL STUDS @ 16" O.C. BY MARINOWARE
OR APPROVED EQUAL. SEE
ARCHITECTURAL DRAWINGS FOR WALL
ASSEMBLY. FINAL DESIGN AND
SPECIFICATION OF STUDS TO BE BY
MANUFACTURERS ENGINEER.
14"
(2)3
4" Ø A325 SC BOLTS @ 4" O.C. -
PROVIDE OVERSIZE / SLOTTED
HOLES AS REQ'D TO ALLOW FOR
FIELD ADJUSTABILITY
1
4"
14" x 4" TALL STIFFENER
EACH SIDE
38" OUTRIGGER
PLATES
PLATE AND ANGLE ASSEMBLIES TO BE
FABRICATED IN SECTIONS BETWEEN
OUTRIGGER PLATES. ALLOW FOR SHIM
SPACE BETWEEN ANGLES AND WT, AND
SLOTTED / OVERSIZE HOLES AT BOLT
LOCATIONS FOR FIELD ADJUSTABILITY.
GALVANIZED
WT
GALVANIZED SHAPED
STONE SUPPORT PLATES
516"
SCALE:
13
S400 3/4" = 1'-0"
SECTION
NOTES:
1. TYPICAL DETAIL AT BASE STONE SUPPORT AT LEVEL 2 NORTH AT
COLUMN LOCATIONS.
2. SEE DETAIL 11 FOR BALANCE OF INFORMATION NOT SHOWN HERE.
FOR PRICING ALLOW FOR 8" 16 GAGE
METAL STUDS @ 16" O.C. BY MARINOWARE
OR APPROVED EQUAL. SEE
ARCHITECTURAL DRAWINGS FOR WALL
ASSEMBLY. FINAL DESIGN AND
SPECIFICATION OF STUDS TO BE BY
MANUFACTURERS ENGINEER.
FOR PRICING ALLOW FOR 8" 16 GAGE
METAL STUDS @ 16" O.C. BY MARINOWARE
OR APPROVED EQUAL. SEE
ARCHITECTURAL DRAWINGS FOR WALL
ASSEMBLY. FINAL DESIGN AND
SPECIFICATION OF STUDS TO BE BY
MANUFACTURERS ENGINEER.
FOR PRICING ALLOW FOR 8" 16 GAGE
METAL STUDS @ 16" O.C. BY MARINOWARE
OR APPROVED EQUAL. SEE
ARCHITECTURAL DRAWINGS FOR WALL
ASSEMBLY. FINAL DESIGN AND
SPECIFICATION OF STUDS TO BE BY
MANUFACTURERS ENGINEER.
1'-312"1'-2"
118"
10"x34"x10" BASE PLATE
WITH (4) 34"Ø A325 SC
ANCHOR BOLTS @ 7" O.C.
5"SCALE:
14
S400 3/4" = 1'-0"
SECTION
1'-11"
CURVED HSS TUBE
W6 OUTRIGGER
BEAMSSHEAR TAB SHOP WELDED TO
CURVED HSS TUBE. PROVIDE
MIN SHEAR CONNECTION PER
GENERAL NOTES
SHAPED 5
8" STIFFENER
PLATES AT EACH
OUTRIGGER BEAMS.
SEE ARCH
8"x1
2"x0'-10" RECEIVING PLATE @ 3'-0" O.C.
SHOP WELDED TO OUTRIGGER PLATES /
BEAMS. ALLOW FOR 12" FABREEKA THERMAL
ISOLATION PAD OR APPROVED EQUAL
BETWEEN PLATE AND ANGLES AS SHOWN
CONTINUOUS 3/8" CURVED
FACE PLATE AT RING BEAM5"38" SHAPED GUTTER SUPPORT
OUTRIGGERS @ 3'-0" O.C.(4)34"Ø A325 SC
BOLTS
CONTINUOUS 14" CURVED
FACE PLATE
SCALE:
16
S400 3/4" = 1'-0"
NORTH & SOUTH LEVEL 4 / ROOF SECTION @ THROAT
9
12
CONTINUOUS 14" BENT PLATE
POUR STOP / DECK SUPPORT
- PROVIDE STIFFENERS IN
BENT PLATE AT LOCATIONS
WHERE THERE IS NO DECK.
CURVED / SLOPED LIGHT GAGE
METAL ROOF OVERBUILD. FINAL
DESIGN AND DETAILS BY
MANUFACTURERS ENGINEER.
SEE ARCHITECTURAL DRAWINGS
FOR LAYOUT.
8" CONCRETE
KNEE WALL W/ #5
@ 12" O.C. EACH
DIRECTION
8"x12"x0'-10" RECEIVING PLATE @ 3'-0" O.C.
SHOP WELDED TO OUTRIGGER PLATES /
BEAMS. ALLOW FOR 1
2" FABREEKA THERMAL
ISOLATION PAD OR APPROVED EQUAL
BETWEEN PLATE AND ANGLES AS SHOWN
38" SHAPED GUTTER SUPPORT
OUTRIGGERS @ 3'-0" O.C.
CONTINUOUS 1
4" CURVED
FACE PLATE
SCALE:
17
S400 3/4" = 1'-0"
NORTH & SOUTH LEVEL 4 / ROOF SECTION @ THROAT
NOTES:
1. SEE ARCHITECTURAL DRAWING FOR ALL ROOFING AND
ENCLOUSRE INFORMATION..
NOTES:
1. SEE ARCHITECTURAL DRAWING FOR ALL ROOFING AND
ENCLOUSRE INFORMATION..
2. SEE DETAIL 16 FOR BALANCE OF INFORMATION NOT SHOWN HERE.
PROVIDE 6" HIGH BY 8" LONG ACCESS
HOLE IN WEB OF BEAM FOR BOLT
INSTALLATION AT COLUMN LOCATIONS
412"
PROVIDE 6" HIGH BY 8" LONG ACCESS
HOLE IN WEB OF BEAM FOR BOLT
INSTALLATION AT COLUMN LOCATIONS
PROVIDE 6" HIGH BY 8" LONG ACCESS
HOLE IN WEB OF BEAM FOR BOLT
INSTALLATION AT COLUMN LOCATIONS
614"3"
612"
12" x 3" TALL STIFFENER
EACH SIDE FROM
ANGLE TO ANGLE
BUILT-UP PLATE
COLUMN - SEE
SCHEDULE
BUILT-UP PLATE
COLUMN - SEE
SCHEDULE
BUILT-UP PLATE
COLUMN - SEE
SCHEDULE
BUILT-UP PLATE
COLUMN - SEE
SCHEDULE
DETAIL NO LONGER USED
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
3/4" = 1'-0"4/2/2018 10:49:16 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS401
04/06/18
SUPERSTRUCTURE
SECTIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
3/4" = 1'-0"S401
1 SECTION
3/4" = 1'-0"S401
2 SECTION
3/4" = 1'-0"S401
3 SECTION
3/4" = 1'-0"S401
4 SECTION
3/4" = 1'-0"S401
5 SECTION
3/4" = 1'-0"S401
6 SECTION
3/4" = 1'-0"S401
7 SECTION
3/4" = 1'-0"S401
8 SECTION
3/4" = 1'-0"S401
9 SECTION
3/4" = 1'-0"S401
10 SECTION
3/4" = 1'-0"S401
12 SECTION
3/4" = 1'-0"S401
13 SECTION
3/4" = 1'-0"S401
11 SECTION
3/4" = 1'-0"S401
14 SECTION
3/4" = 1'-0"S401
15 SECTION
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 3.28.18 PACKAGE 4 - ADDENDUM #1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
3/4" = 1'-0"4/2/2018 10:49:17 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS402
04/06/18
SUPERSTRUCTURE
SECTIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
3/4" = 1'-0"S402
1 SECTION
3/4" = 1'-0"S402
2 SECTION
3/4" = 1'-0"S402
3 SECTION
3/4" = 1'-0"S402
4 SECTION
3/4" = 1'-0"S402
5 SECTION
3/4" = 1'-0"S402
6 SECTION
3/4" = 1'-0"S402
7 SECTION
3/4" = 1'-0"S402
8 SECTION
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
W.W.R.
2 1
2"x3"
CONTINUOUS
KEYTHICKNESS "t" SLAB ON GRADE THICKNESS "t" DEPTH OF THICKENEDSLAB = 1.5 x SLAB SAWED CONTRACTION JOINT
MAXIMUM DISTANCE BETWEEN
CONTRACTION JOINTS IN INCHES
IS 36 TIMES SLAB THICKNESS
CONSTRUCTION JOINT
M IN .3"JOINTS
CONCRETE PIER OR
STEEL COLUMN
(SEE PLAN)
SLAB ON GRADE
ISOLATION JOINT AT COLUMN
SLAB REINF.
(MESH REBAR)
ADDITIONAL REINFORCEMENT
AT ALL RE-ENTRANT CORNERS
SLAB EDGE
2-#4 @ 3"x4'-0" LONG
ADDITIONAL AT ALL
RE-ENTRANT
CORNERS
CONCRETE SLAB
6"x6" W2.1 x W2.1 W.W.F.
10 MIL POLYETHYLENE
VAPOR BARRIER
NOTES:
1. SLAB ON GRADE SHALL BE PLACED IN ALTERNATING
STRIPS WHERE EACH SINGLE STRIP DOES NO EXCEED 36
TIMES SLAB THICKNESS WIDTH IN INCHES.
ALTERNATIVELY, LARGE BLOCK PLACEMENTS WITH
INTERIOR CONTRACTION JOINTS ARE ACCEPTABLE IF THE
CONTRACTION JOINTS ARE MADE IN BOTH DIRECTIONS AT
SPECIFIED INTERVALS IN A TIMELY MANNER.
2. SAWED CONTRACTION JOINTS SHALL BE LOCATED AT A
MAXIMUM SPACING IN INCHES OF 36 TIMES THE SLAB
THICKNESS. JOINTS SHALL BE SAWED NO LATER THAN 24
HOURS AFTER CONCRETE IS PLACED.
3. GRAVEL OR CRUSHED STONE BASE SHALL BE
COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM
MOISTURE CONTENT.1" CLR.6" GRAVEL OR STONE
UNDISTURBED
SOIL OR FILL
SLAB ON GRADE
WATERSTOP
WATERSTOP. 2" COVER
MIN. E.S. (OR AS REQ'D
BY WATERSTOP MFR.)
VAPOR BARRIER
6" GRAVEL OR
CRUSHED STONE
UNDISTURBED SOIL OR
FILL
SLAB-ON-GRADE & WALL INTERFACEU.N.O.5"SAW CUT
1-1/2" DEEP
3/16" x 2" COLLAR
ALL AROUND3/16
NOTE: SPACE ADJACENT TO PIPE SLEEVES A
MINIMUM DISTANCE APART. EQUAL TO WALL
THICKNESS.FOR INSIDE DIAMETER,SEE UTILITY/PIPING DWGS.CONCRETE WALL
ROLLED PLATE OR PIPE
WITH 1/4" MIN. WALL
THK.
PIPE
3/16" x 2" COLLAR ALL
AROUND WITH CONTINUOUS
WELD, WELD TO SLEEVE
3/16
NOTE: PROVIDE SPACE BETWEEN PIPE AND/ OR OPENINGS A
MINIMUM 6" OR PIPE SLEEVE DIAMETER APART (WHICHEVER IS
GREATER.)
T.O. SLAB
EL. SEE PLAN
SLEEVE ID
PIPE O.D. +2"
ROLLED PLATE OR PIPE
WITH 1/4" WALL THICKNESS
1
1
6"x6" W2.9xW2.9 W.W.F.6"NOTES:
1. FOR SIZE AND LOCATION SEE ARCHITECTURAL AND MECHANICAL
DRAWINGS.
2. CONCRETE FOR PADS SHALL BE NORMAL WEIGHT WITH f'c = 4000 PSI.
NOTES:
1. MAT FOUNDATIONS SHALL BEAR ON FIRM UNDISTURBED SOIL WITH A MINIMUM
BEARING CAPACITY AS SPECIFIED IN THE GENERAL NOTES.
2. FOR SIZE, DEPTH AND REINFORCING SEE PLAN.
ISOLATION JOINT 1/2"
MIN. SEE TYPICAL
SLAB ON GRADE
DETAIL
COLUMN, SEE PLAN AND
COLUMN SCHEDULE
CONCRETE SLAB ON
GRADE
BASE PLATE, SEE
TYPICAL DETAIL
NON-SHRINK
GROUT, 2" MIN.
ANCHOR BOLTS,
SEE TYPICAL DETAIL
TYP.
3" MIN.6"WATERPROOFING
(SEE ARCH)MAX 2'-0""X"2 "X" (MIN.)
1' - 0" MIN.CONTINUOUS WALL FOOTING
STANDARD
HOOK.
(TYP.)
FOR REINF. SEE
WALL SECTION
SLOPE BY CONTRACTOR TO
MAINTAIN SOIL STABILITY, VERIFY
WITH GEOTECHNICAL ENGINEER
WATERSTOP
HORIZONTAL
REINFORCING TO RUN
THRU UNINTERRUPTED
NOTE:MAXIMUM POUR LENGTHS:
FOUNDATION WALL = 80'-0"'T'T/3T/31 1/2"
1
1
#5 TOP AND BOTTOM
EACH WAY
WATERSTOP
#4 @ 12" O.C. VERTICAL
AND HORIZONTAL
#5 @ 12" O.C.1' - 0"SEE PLAN 0"1' - 0" PIT MAT
SEE PLAN 1' - 0" CONC. WALL
1' - 0"
PROJECTION, IF
NO
WATERPROOFING
0" ELEVATOR PIT
(SEE PLAN)PIT DEPTH1' - 0"3" CLR.#5@12" O.C. TYP.
2"x4" KEYWAY
CONTINUOUS TOP & BOTTOM
TYP.
1' - 0"
BENTONITE WATER STOP (TYP.)
#4@12" O.C. TYP.
#5 NOSING BAR
ALL AROUND
1' - 4"
3" CLR.
3" CONCRETE MUD SLAB
(ALL AROUND)
3' - 0"
WATERPROOFING ALL
AROUND PROVIDE
PROTECTION BOARD (SEE
ARCH'L DWGS.)
3" CONCRETE MUD LINE
#4@12" O.C. TYP.
#5@12" O.C. TYP.11"1
2
2-#4 TOP &
BOT. CONT.
#4 @ 12"
#4 CONT.
T.O. SLAB
EL. (SEE PLAN)
T.O. SLAB
EL. (SEE PLAN)
T.O. SLAB
EL. (SEE PLAN)T.O. SLAB
EL. (SEE PLAN).SEE PLAN FOR
SLAB THICKNESS
(TYP.)FOR DIM.SEE PLAN1-#4 CONT.
1' - 0"
STEP LESS THAN OR EQUAL TO SLAB THICKNESS
STEP GREATER THAN SLAB THICKNESS
1' - 0"
#4 @ 12" MAX.1'-6" PLANSEE1' - 0"
2' - 6"
1' - 0" MIN.2"3" MIN.4"4'-0" EACH WAY (TYP.)2' - 0" MAX..
RAMP THICKNESS 0" TO 2" USE SIKA DUR 21 LO-MOD
LV OR ARDEX SD-P, FOLLOW ALL MANUFACTURER
RECOMMENDATIONS INCLUDING ADDED
AGGREGATE AND SURFACE PREP
#4 REBAR WITH HILTI HIT-HY 200 ADHESIVE/
ANCHOR OR APPROVED EQUAL @ 4'-0"
DRILLED INTO EXISTING SLAB (3 BARS MIN.) W/
2" EMBED.
1-#4 (TYP.)
4"x4"-W2.1xW2.1 W.W.R.
(6"x6"-W2.9xW2.9 W.W.R.
ALTERNATIVE)
3000 PSI LT. WT. CONCRETE (PROVIDE
NORMAL WEIGHT CONCRETE WHERE
FLOOR FINISH IS EXPOSED CONCRETE.
COORDINATE LOCATIONS WITH
ARCHITECTURAL DRAWINGS)
SEE ARCH'L DWGS
FOR SLOPE OF RAMP
HIGH DENSITY EXTRUDED
POLYSTYRENE HAVING A MIN.
COMPRESSIVE STRENGTH OF
20 PSI
EXISTING CONCRETE SLAB2' - 0"1 1/2" MIN.EXISTING
CONCRETE
SLAB
1-#4 (TYP.)#4 REBAR WITH HILTI HIT-HY
200 ADHESIVE/ ANCHOR OR
APPROVED EQUAL @ 4'-0"
DRILLED INTO EXISTING SLAB
(3 BARS MIN.) W/ 2" EMBED.
HIGH DENSITY EXTRUDED
POLYSTYRENE HAVING A MIN.
COMPRESSIVE STRENGTH OF
20 PSI
#4 NOSING
BAR CONT.. DRAWINGS
SEE ARCH'L 1 1/2" TYP.
MIN.
1' - 0"
4"x4"-W2.1xW2.1 W.W.R.
(6"x6"-W2.9xW2.9
W.W.R. ALTERNATE)
3,000 PSI LT. WT. CONCRETE (PROVIDE NORMAL WEIGHT
CONCRETE WHERE FLOOR FINISH IS EXPOSED CONCRETE.
COORDINATE LOCATIONS WITH ARCHITECTURAL DRAWINGS)1 1/2"3" MIN.2' - 0" MAX.4"
(TYP.)
4' - 0" EACH WAY
LAP SPLICE
TENSION
..
STANDARD HOOK
.
STANDARD HOOK
TEE-INTERSECTION
CORNER
NOTE: FOR TENSION LAP SPLICE LENGTH AND DEVELOPMENT LENGTH SEE
TABLE..LAP SPLICETENSIONLAP SPLICETENSIONDEFORMED BAR TENSION DEVELOPMENT LENGTH (Ld)
FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS
BAR SIZE
3000 PSI
CONCRETE
4000 PSI
CONCRETE
5000 PSI
CONCRETE
6000 PSI
CONCRETE
CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2
#3 17 25 15 22 13 20 12 18
#4 22 33 19 29 17 26 16 24
#5 28 42 24 36 22 32 20 30
#6 33 50 29 43 26 39 24 35
#7 48 72 42 63 38 56 34 51
#8 55 83 48 72 43 64 39 59
#9 62 93 54 81 48 72 44 66
#10 70 105 61 91 54 81 50 74
#11 78 116 67 101 60 90 55 82
DEFORMED TENSION BAR NOTES:
1. FOR HORIZONTAL REINFORCEMENT WITH 12 INCH OR MORE FRESH CONCRETE CAST BELOW IT, TENSION
DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE 1.3X THE VALUES GIVEN.
2. FOR EPOXY-COATED BARS:
A. WHERE CONCRETE COVER IS LESS THAN 3X BAR DIAMETER, OR CLEAR SPACING IS LESS THAN 6X BAR
DIAMETER, TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE 1.5X THE VALUES
GIVEN.
B. WHERE CONCRETE COVER IS EQUAL TO OR GREATER THAN 3X BAR DIAMETER AND CLEAR SPACING IS
GREATER THAN 6X BAR DIAMETER, TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH
SHALL BE 1.2X THE VALUES GIVEN.
CASE 1: CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN DB, CLEAR COVER NOT LESS
THAN DB, AND STIRRUPS OR TIES THROUGHOUT LD NOT LESS THAN THE CODE MINIMUM OR CLEAR SPACING OF
BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2DB AND CLEAR COVER NOT LESS THAN DB.
CASE 2: OTHER CASES
DEFORMED BAR TENSION LAP SPLICE -CLASS B
FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS
BAR SIZE
3000 PSI
CONCRETE
4000 PSI
CONCRETE
5000 PSI
CONCRETE
6000 PSI
CONCRETE
CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2
#3 22 33 19 28 17 25 16 23
#4 29 43 25 37 23 34 21 31
#5 36 54 31 47 28 42 26 38
#6 43 65 37 56 34 50 31 46
#7 63 94 54 81 49 73 45 67
#8 72 107 62 93 56 83 51 76
#9 81 121 70 105 63 94 57 86
#10 91 136 79 118 71 106 64 96
#11 101 151 87 131 78 117 71 107
DEFORMED BAR COMPRESSION DEVELOPMENT
LENGTH (Ldc)
DEFORMED BAR COMPRESSION LAP
SPLICE
FOR NORMAL WEIGHT STONE CONCRETE &
UNCOATED BARS
FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED
BARS
BAR SIZE 3000 PSI
CONCRETE
4000 PSI
CONCRETE
5000 PSI
CONCRETE
6000 PSI
CONCRETE BAR SIZE 3000 PSI
CONCRETE
4000 PSI
CONCRETE
5000 PSI
CONCRETE
6000 PSI
CONCRETE
#3 9 8 8 8 #3 12 12 12 12
#4 11 10 9 9 #4 15 15 15 15
#5 14 12 12 12 #5 19 19 19 19
#6 17 15 14 14 #6 23 23 23 23
#7 20 17 16 16 #7 27 27 27 27
#8 22 19 18 18 #8 30 30 30 30
#9 25 22 21 21 #9 34 34 34 34
#10 28 25 23 23 #10 39 39 39 39
#11 31 27 26 26 #11 43 43 43 43
WATERPROOFING
AND INSULATION
(SEE ARCH.)
CONSTRCUTION JOINT
NEW C.I.P CONCRETE
SLAB (SEE PLAN)
PROVIDE (3) #6 x 6'-6" @
12" O.C. ALONG LENGTH OF
CONSTRUCTION JOINT
WATERSTOPEQ
EQEQ6"
CONTINUOUS SHEAR KEY
NOTES:
1. MAT SLAB REINFORCEMENT MUST HAVE FULL TENSION LAP SPLICE ON EACH SIDE OF THE
CONSTRUCTION JOINT TO MAINTAIN CONTINUITY OF ALL REINFORCING.
2. ADDITIONAL REINFORCING MAY BE REQUIRED AT CONSTRUCTION JOINT DEPENDING ON
LOCATION. FINAL REINFORCING TO BE CONFIRMED UPON REVIEW OF CONTRACTOR'S
PROPOSED MAT SLAB CONSTRUCTION JOINT LAYOUT.
TRANSITION LINE ON PLAN
WATERPROOFING AND INSULATION (SEE ARCH.)
FULL TENSION
DEVELOPMENT LENGTH
3" CLR.MAT SLAB
TYPE 1
MAT SLAB
TYPE 2
1
1
WATERPROOFING AND INSULATION (SEE ARCH.)
STANDARD ACI
HOOK LENGTH
(TYP.)
FULL TENSION
DEVELOPMENT
LENGTH (TYP.)
FULL TENSION DEVELOPMENT
LENGTH (TYP.)
1' - 0"
MIN.
1' - 0"SEE PLANPIT
(SEE PLAN)PIT DEPTH1' - 0"3" CLR.#5@12" O.C. TYP.
2"x4" KEYWAY
CONTINUOUS TOP & BOTTOM
TYP.
1' - 0"
BENTONITE WATER STOP (TYP.)
#4@12" O.C. TYP.
#5 NOSING BAR
ALL AROUND
1' - 4"
3" CLR.
3" CONCRETE MUD SLAB
(ALL AROUND)
3' - 0"
WATERPROOFING ALL
AROUND PROVIDE
PROTECTION BOARD (SEE
ARCH'L DWGS.)
3" CONCRETE MUD LINE
#4@12" O.C. TYP.
#5@12" O.C. TYP.11"TRENCH DRAIN. SEE MEP
DRAWINGS
GRAVEL
EXISTING MAT SLAB
MINIMUM 5" HAUNCH BELOW
BOTTOM OF TRENCH DRAIN
WRAP MESH UNDER
TRENCH DRAIN,
EXTEND FOR MINIMUM
1"-0" OVERLAP WITH
TYPICAL MESH ON
EACH SIDE
SLAB ON GRADE
(2) #4 CONTINUOUS BARS
CAST-IN CONDUITS
FOR MEP. SEE MEP
DRAWINGS FOR
LAYOUT.
GRAVEL
EXISTING MAT SLAB
SLAB ON GRADE
CABLE PIT
#4@ 24" O/C HOOKED DOWELS.
EMBED INTO MAT SLAB 4" WITH
HILTI HIT-HY 200 EPOXY.
HORIZONTAL LEG TO BE 18".
TYPICAL ALL AROUND PIT
6" CONCRETE CURB
ELECTRICAL LINE,
SHOWN
SCHEMATICALLY.
COORDINATE
QUANTITY, LAYOUT,
AND
PENETRATIONS
INTO PIT WITH
ELECTRICAL
DRAWINGS.
NOTE: COORDINATE CABLE PIT LOCATIONS AND SIZE WITH
ELECTRICAL DRAWINGS
6"
5" S.O.G.
SEE TYPICAL SLAB ON GRADE
DETAIL ON S501 FOR
INFORMATION NOT SHOWN
#4X4'-0" @ 24" O/C
#4 CONTINUOUS
WATERSTOP
MAT SLAB. SEE
PLAN AND
SCHEDULE FOR
INFORMATION
VARIESTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
As indicated
4/2/2018 10:49:23 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS501
04/06/18
TYPICAL DETAILS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
N.T.S.
TYPICAL SLAB ON GRADE
N.T.S.
TYPICAL PIPE SLEEVE IN CONCRETE WALL
N.T.S.
TYPICAL FORMED CONCRETE SLAB PIPE SLEEVE
N.T.S.
TYPICAL EQUIPMENT PAD ON GRADE-EXTERIOR
N.T.S.
TYPICAL STEEL COLUMN ON MAT FOUNDATION
N.T.S.
TYPICAL STEPPED WALL FOOTING
N.T.S.
TYPICAL CONSTRUCTION JOINT IN CONCRETE WALL
N.T.S.
TYPICAL ELEVATOR SUMP PIT
N.T.S.
TYPICAL ELEVATOR PIT
N.T.S.
TYPICAL STEP ON SLAB ON GRADE
N.T.S.
TYPICAL RAISED SLAB WITH RAMP
N.T.S.
TYPICAL RAISED SLAB AND RAISED SLAB AT STAIR
N.T.S.
TYPICAL HORIZONTAL REINFORCEMENT AT CORNERS
AND JUNCTIONS OF WALLS AND BEAMS
N.T.S.
DEFORMED BAR TENSIONS
N.T.S.
MAT SLAB CONSTRUCTION JOINT (TYPICAL)
N.T.S.
MAT SLAB THICKNESS TRANSITION (TYP.)
N.T.S.
MAT SLAB DEPRESSION OR STEP IN MAT SLAB (TYP.)
N.T.S.
TYPICAL NEW PIT AT EXISTING MAT SLAB
N.T.S.
TYPICAL TRENCH DRAIN AT INTERIOR SLAB ON GRADE
N.T.S.
TYPICAL ELECTRICAL CABLE PIT AT LEVEL LL
N.T.S.
TYPICAL S.O.G. TO MAT TRANSITION
1
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
A A
EACH SIDE
1/16" ERECTION
TOLERANCE
PROVIDE SHIM
PLATE AS
REQUIREDFINISH COLUMNFINISH COLUMN4'-0" NOTES:
1. DETAIL SPLICE AND PROVIDE MATERIALS IN ACCORDANCE WITH TABLE
14-3 CASE I OF THE AISC ENGINEERING FOR STEEL CONSTRUCTION
HANDBOOK AND ALL OSHA REQUIREMENTS.
2. MAXIMUM LENGTH OF COLUMN TO BE LESSER OF 30ft OR 2 STORIES.
3. SEE FRAME ELEVATIONS FOR NET TENSION AT COLUMN SPLICES AND
COLUMN BASES, IF ANY
PROVIDE FILLER PLATE TO
BEAR ON LOWER COLUMN.
SIZE FASTENERS TO
DEVELOP PLATES IN
BEARING, PER TABLE 14-3,
CASE II
Du
NOTES:
1. DETAIL SPLICE AND PROVIDE MATERIALS IN ACCORDANCE WITH TABLE
14-3 CASE II OF THE AISC ENGINEERING FOR STEEL CONSTRUCTION
HANDBOOK AND ALL OSHA REQUIREMENTS.
2. MAXIMUM LENGTH OF COLUMN TO BE LESSER OF 30ft OR 2 STORIES.
3. SEE FRAME ELEVATIONS FOR NET TENSION AT COLUMN SPLICES AND
COLUMN BASES, IF ANYFINISH COLUMNFINISH COLUMN EACH SIDE
1/8" ERECTION TOLERANCE
T.O. SLAB4'-0" COLUMN SPLICE WHERE Du AND DL NOMINALLY THE SAME COLUMN SPLICE WHERE Du NOMINALLY 2" LESS THAN DL
T.O. SLAB
Du
DL DL FINISH COLUMNFINISH COLUMN4'-0" T.O. SLAB
NOTES:
1. DETAIL SPLICE AND PROVIDE MATERIALS IN ACCORDANCE WITH AISC
ENGINEERING FOR STEEL CONSTRUCTION HANDBOOK AND ALL OSHA
REQUIREMENTS.
2. MAXIMUM LENGTH OF COLUMN TO BE LESSER OF 30'-0" OR 2 STORIES.
3. PROVIDE ALIGNMENT PLATES AS REQUIRED FOR COLUMN ERECTION.
REMOVE ALIGNMENT PLATES AFTER COLUMN IS INSTALLED.
WF COLUMN, SEE
PLANS OR SCHEDULE
FOR SIZE BEARING PLATE W/ 3/4" Ø
A325 BOLTS (2 EACH SIDE).
LENGTH & WIDTH AS
REQUIRED, MINIMUM
PLATE THICKNESS TO
MATCH FLANGE
THICKNESS OF BEAM
BELOW.
MILL BOTTOM OF COLUMN
STIFFENER PLATE EACH
SIDE TO MATCH FLANGE
THICKNESS OF COLUMN
ABOVE. WELDS TO BEAM
WEB SHALL HAVE CAPACITY
TO CARRY ENTIRE COLUMN
LOAD.
BEAM, SEE PLAN
1/4
POCKET
1"
BEARING
PLATE LENGTH
(2)-L3x3x5/16x0'-3"EXISTING CONCRETE WALL
BEARING PLATE (SEE
SCHEDULE)
NOTE:CUT POCKET IN WALL AS SHOWN. AFTER
BEAM IS INSTALLED GROUT SOLID
SECTION AT EXISTING
CONCRETE WALL ELEVATION
CONCRETE WALL
BEAM DEPTHSEE PLANBEARING
PLATE WIDTH
1" CL.
1" CL.1" NON-SHRINKGROUT2" CL.
2" CL.1" NON-SHRINKGROUT1/4
BEAM POCKET TO BE FILLED
SOLID WITH CONCRETE AFTER
SETTING BEAM
(2)-L3x3x5/16x0'-3" LONG
BEARING PLATE
(SEE SCHEDULE)
STEEL BEAM
CONCRETE WALL
1" NON-SHRINK GROUT
BEAM POCKET
SECTION AT NEW
CONCRETE WALL
WT SAME SIZE AS
COLUMN SECTION
EACH SIDE
STEEL PLATE WITH (4)-3/4" Ø
A325-SC BOLTS (MIN.). MINIMUM
PLATE THICKNESS TO MATCH
FLANGE THICKNESS OF BEAM
ABOVE
WF COLUMN, SEE
PLANS OR SCHEDULE
FOR SIZE
BEARING PLATE W/ 3/4" Ø A325 BOLTS
(2 EACH SIDE). LENGTH & WIDTH AS
REQUIRED, MINIMUM PLATE
THICKNESS TO MATCH FLANGE
THICKNESS OF BEAM BELOW.
MILL BOTTOM OF COLUMN
WT STIFFENER EACH SIDE TO MATCH
COLUMN ABOVE. WELDS TO BEAM
WEB SHALL HAVE CAPACITY TO
CARRY ENTIRE COLUMN LOAD.
STEEL BEAM
SHEAR PLATE
AISC BOLTS
HSS STEEL COLUMN
STEEL BEAM
DOUBLE ANGLES
AISC BOLTS
WF STEEL COLUMN
STEEL BEAM
DOUBLE ANGLES
AISC BOLTS
WF STEEL COLUMN
WF STEEL BEAM
DOUBLE ANGLES
AISC BOLTS
CAP PLATE (AT
COLUMN TOP)
IF REQUIRED FOR
CAPACITY EXTEND
PLATE THROUGH
COLUMN
BEAM TO HSS COLUMN BEAM TO WF COLUMN FLANGE BEAM TO WF COLUMN WEB WF BEAM TO WF BEAM
NOTES:
1. CONNECTION DETAILS SHOWN ABOVE ARE SCHEMATIC ONLY. THE CONTRACTOR MAY SUBMIT ALTERNATE DETAILS FROM THOSE
SHOWN ABOVE, BUT IN ANY CASE THE CONTRACTOR IS RESPONSIBLE FOR PRODUCING STEEL SHOP DRAWINGS IN ACCORDANCE
WITH THE PROJECT GENERAL NOTES AND AISC GUIDELINES. CALCULATIONS SHALL BE SUBMITTED AS REQUIRED IN THE GENERAL
NOTES AND ELSEWHERE IN THE CONTRACT DOCUMENTS.
2. THE CONTRACTOR SHALL DETAIL THE PROJECT CONNECTIONS FOR THE LOADS AS INDICATED IN THE CONTRACT DOCUMENTS, PER
AISC GUIDELINES. THE SCHEMATIC DETAILS ABOVE ARE NOT SUGGESTIVE OF SPECIFIC CAPACITIES. THE NUMBER AND SIZE OF
BOLTS, SIZE AND LENGTH OF WELDS, AND SIZE OF STEEL PIECES MUST BE DETERMINED PER AISC GUIDELINES AND THE CONTRACT
DOCUMENTS.
3. PROVIDE FULL DEPTH CONNECTIONS AT ALL PERIMETER BEAM CONNECTIONS AND AT BEAM CONNECTIONS TO PERIMETER BEAMS,
UNLESS OTHERWISE NOTED.
AT BEAM PARALLEL
TO SPAN OF DECK
AT BEAM PERPENDICULAR
TO SPAN OF DECK
STEEL BEAM
6x6-W2.1xW2.1
W.W.F. MINIMUM
(U.N.O.)COMPOSITESTEEL DECKCONCRETEFIREPROOFING; SEE
ARCH.TO W.W.F.3/4" CLEAR5' - 0"
6x6-W2.1xW2.1 W.W.F. MINIMUM
(U.N.O) AT TOPPING SLAB
SLAB DEPTH ASSHOWN ON PLANWATERPROOFING FINISH
AS PER ARCH. DWGS.
ADDITIONAL 6x6-W2.1xW2.1 W.W.F. TOP
REINFORCEMENT OVER ALL BEAMS
PARALLEL TO SPAN OF DECK; TYP.
NEW CONCRETE TOPPING
SLAB-SEE PLAN FOR SIZE
MIN.
4 1/2"
FOR DECK
SPANNING
PARALLEL
TO BEAM
3" MIN.
PREFERRED
LOCATION
NOTES:
1. WHERE A SINGLE NUMBER IS INDICATED ( ) IN PLAN THE NUMBER OF SHEAR STUD
CONNECTORS SHALL BE DISTRIBUTED UNIFORMLY ALONG THE LENGTH OF THE BEAM,
UNLESS OTHERWISE NOTED.
2. STUDS SHALL BE PLACED IN SINGLE ROW OVER WEB WHERE POSSIBLE.
3. WHERE THE NUMBER OF STUDS EXCEEDS THE MAXIMUM THAT CAN BE PLACED IN A
SINGLE ROW, PLACE AS MANY STUDS AS POSSIBLE IN A ROW (BASED ON MINIMUM
SPACING) AND ADD REMAINDER AT END OF SPAN IN MULTIPLE ROWS.
4. WHERE A SINGLE NUMBER IS INDICATED ( ) IN PLAN AND THE EXTENT IS DESIGNATED
BY ARROWS, THE NUMBER OF SHEAR CONNECTORS SHALL BE DISTRIBUTED
UNIFORMLY ALONG THE DESIGNATED LENGTH.
5. WHERE A SERIES OF NUMBERS IS INDICATED ( ) FOR BEAM OR GIRDER SUPPORTING
OTHER BEAMS, THE SHEAR CONNECTORS SHALL BE DISTRIBUTED AS IN THE
FOLLOWING EXAMPLE.
6. STUDS ARE NOT PERMITTED TO BE SHOP FASTENED.
7. SPACING OF SHEAR STUDS SHALL NOT BE GREATER THAN ONE EVERY 12 INCHES
AVERAGED OVER THE LENGTH OF THE BEAM. CONTRACTOR SHALL ADD SHEAR
STUDS AS REQUIRED TO MEET THIS REQUIREMENT.
MIN.
1 1/4"
W16x31 W16x31 (10,14,6,20)
(44)
4 6 20 14 20 20 10 NUMBER
OF STUDS
NUMBER
OF STUDS
1/4" STIFF. PLATE EACH
SIDE OF BEAM EACH
END OF OPENING
TOP & BOTTOM. REINF. PLATES
EACH SIDE (U.N.O.) OF BEAM WEB 1 1/2"MIN. RADIUS
BEAM AND OPENING
TYP.3/8" CLR."D"OPENING DEPTH(SECONDS NUMBER SHOWN ON PLAN)"W"
("W"/4 MIN. TYP.)
PLATE EXTENSION
OPENING WIDTH
(FIRST NUMBER
SHOWN ON PLAN)
DETAIL P-A
BEAM AND OPENING
3/8" CLR. TYP."D"OPENING DEPTH(SECONDS NUMBER SHOWN ON PLAN)OPENING WIDTH
(FIRST NUMBER
SHOWN ON PLAN)
SECTION
SECTION
"b""t"1/4
TYP.
1/4
TYP.
NOTES:
1. SEE PLAN FOR OPENING SIZE AND LOCATION
2. ALL OPENING TO BE CENTERED AT BEAM MID-DEPTH.
3. AN ADDITIONAL 2 STUDS PER FOOT (IN ADDITION TO STUDS SHOWN ON
PLAN) ARE REQUIRED AT EACH END OF OPENING FOR 3'-0".
4. COORDINATE ALL BEAM PENETRATION WITH HVAC, PLUMBING AND
ELECTRICAL CONTRACTORS.
1/4
TYP.ALIGN
"W"
1 1/2"MIN. RADIUS
TOP & BOTTOM. REINF. PLATES
EACH SIDE (U.N.O.) OF BEAM WEB
BEAM AND OPENING
"D" OPENING
DIAMETER
(SHOWN ON PLAN) PIPE REINFORCING
3/8" CLR.
1/4
TYP.
PIPE LENGTH
PER SCHEDULE
PIPE LENGTH
PER SCHEDULE
("W"/4 MIN. TYP.)
PLATE EXTENSION
DETAIL P-B
DETAIL P-C
SECTION
1/4
TYP.
"b""t""b""t"PACK SOLID WITH
MASONRY AND/ OR
GROUT
DRYPACK
NEW ANGLE LINTELS. PROVIDE ONE FOR
EACH 4" WALL WIDTH. SEE PLAN OR
SCHEDULE FOR SIZE. BEAR LINTELS, 6" AT
EACH END
EXISTING MASONRY WALL
POUR STOP BY DECK
MANUFACTURER. SIZE
FOR CANTILEVERED
SPAN
#4 CONT. WHERE
TOP BARS ARE REQ'D
TOP BARS
WHERE REQ'D
FIREPROOFING; SEE ARCH.
#4 @ 16" O.C. AT
EXTERIOR
CMU WALLS
ONLY
2'-6"
2'-6"
2' - 0"3/4" CLEAR3/4" CLEAR TO W.W.F.2" MIN. SLAB OVERHANG (U.N.O.)
TOP BARS NOT REQ'D
LESS THAN 6"
#4 @ 12" O.C. TOP BARS.
6" TO 1' - 2"
GREATER THAN 1'-2", PROVIDE
3/8" BENT PLATE IN ADDITION
TO TOP BARS
POUR STOP BY DECK
MANUFACTURER. SIZE
FOR CANTILEVERED
SPAN
#4 CONT. WHERE
TOP BARS ARE REQ'D
TOP BARS
WHERE REQ'D
FIREPROOFING;
SEE ARCH.
2' - 0"
#4 @ 16" AT EXTERIOR
CMU WALLS ONLY
2' -6"
2' -6"
3/4" CLEAR
2" MIN. SLAB OVERHANG (U.N.O.)
TOP BARS NOT REQ'D
LESS THAN 6" 3/4" CLEAR TO W.W.F.#4 @ 12" O.C. TOP BARS
6" TO 1' - 2"
GREATER THAN 1'-2", PROVIDE
3/8" BENT PLATE IN ADDITION
TO TOP BARS
AT BEAM PARALLEL
TO SPAN OF DECK
AT BEAM PERPENDICULAR
TO SPAN OF DECK
STEEL BEAM
6x6-W2.1xW2.1
W.W.F. MINIMUM
(U.N.O.)COMPOSITESTEEL DECKCONCRETEFIREPROOFING ; SEE
ARCH.TO W.W.F.3/4" CLEAR5' - 0"
ADDITIONAL 6x6-W2.1xW2.1 W.W.F.
TOP REINFORCEMENT OVER ALL
BEAMS PARALLEL TO SPAN OF DECK;
TYP.SLAB DEPTH ASSHOWN ON PLANROUGHEN TO 1/4" AMPLITUDE
OR
COAT CONTACT SURFACE WITH
LATEX BONDING AGENT
HOOKED #3 DOWEL @
18" O.C. W/ MIN. 2-3/4"
EMBEDMENT IN HY-200
ADHESIVE OR
APPROVED EQUAL
SEE BELOW TABLE FOR
TYPICAL REINFORCING
4" U.N.O.AT SUPPORTED SLAB AT SLAB ON GRADE
NOTES:
1. FOR SIZE AND LOCATION SEE ARCHITECTURAL AND MECHANICAL
DRAWINGS.
2. CONCRETE FOR PADS SHALL BE NORMAL WEIGHT WITH f'c = 4,000 PSI.
3" CL.12" MAX.EQUIPMENT PAD TEMPERATURE AND
SHRINKAGE REINFORCING
REINFORCINGPAD THICKNESS
#3 @ 12" O.C. EACH WAY4"-5"
#4 @ 12" O.C. EACH WAY6"-9"
#5 @ 12" O.C. EACH WAY10"-12"
STIFFENER PLATE
EACH
SIDE. THICKNESS TO
MATCH COLUMN
FLANGE BELOW
STEEL PLATE WITH
(4)-3/4" Ø A325-SC
BOLTS (MIN.). MINIMUM
PLATE THICKNESS TO
MATCH FLANGE THICKNESS
OF BEAM ABOVE
2 1/2" TYP.
3/8" STIFFENER
PLATE BOTH
SIDES OF BEAM
WEB TYP.
STEEL PLATE WITH (4)-3/4" Ø
A325-SC BOLTS (MIN.). MINIMUM
PLATE THICKNESS TO MATCH
FLANGE THICKNESS OF BEAM
ABOVEHSS HANGER
SEE PLAN.SKYLIGHT PER ARCH.
COMPOSITE DECK.
SEE PLAN
ROUND REINFORCED
CONCRETE WALL (SEE ARCH.
FOR TOP OF WALL ELEV.)
SECTION A-A
6" THICK, ROUND REINFORCED
CONCRETE WALL ABOVE (SEE ARCH.
FOR TOP OF WALL EL.)
WALL TO BE REINFORCED WITH #4 @8"
VERT. WITH DOWELS TO MATCH & #3
TIES OR SPIRAL REINFORCING AT 6"
SPACING
C8x11.5 TYP
WIDE FLANGE BEAM
SEE PLAN
6"6"
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
As indicated
4/2/2018 10:49:28 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS502
04/06/18
TYPICAL DETAILS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
N.T.S.
TYPICAL COLUMN SPLICE
N.T.S.
TYPICAL HSS COLUMN SPLICE
N.T.S.
TYPICAL STIFFENER PLATE AT BEAM SUPPORTED COLUMN
N.T.S.
TYPICAL BEAM BEARING ON CONCRETE WALL
BEAM BEARING PLATE SCHEDULE
MARK
SIZE
BEARING WALL TYPEWIDTH LENGTH THICKNESS
BP-3 9" 8" 1 1/8" NEW CONCRETE
BP-4 5" 8" 3/8" NEW CONCRETE
BP-5 5" 8" 1/2" NEW CONCRETE
BP-6 8" 8" 1" NEW CONCRETE
BP-7 1' - 3" 8" 1 1/2" NEW CONCRETE
N.T.S.
TYPICAL BEAM CONTINUOUS OVER COLUMN
N.T.S.
TYPICAL STIFFENER PLATE AT BEAM SUPPORTED COLUMN
N.T.S.
TYPICAL SUGGESTED SHEAR CONNECTIONS AT GRAVITY LOADS ONLY
N.T.S.
TYPICAL COMPOSITE SLAB AND BEAM CONSTRUCTION
WITH WATERPROOFING AND TOPPING SLAB
N.T.S.
TYPICAL COMPOSITE BEAMS SHEAR STUD CONNECTORS
N.T.S.
TYPICAL BEAM WEB PENETRATION
N.T.S.
TYPICAL ANGLE LINTEL IN EXISTING WALL
N.T.S.
TYPICAL COMPOSITE FLOOR DECK PERPENDICULAR
EDGE CONDITION
N.T.S.
TYPICAL COMPOSITE FLOOR DECK PARALLEL
EDGE CONDITION
N.T.S.
TYPICAL COMPOSITE SLAB CONSTRUCTION
N.T.S.
TYPICAL EQUIPMENT PAD
N.T.S.
TYPICAL BEAM CONTINUOUS OVER COLUMN
N.T.S.
TYPICAL HANGER CONNECTION TO BEAM
N.T.S.
TYPICAL SKYLIGHT FRAMING PLAN DETAIL
1
2
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
1-1 1-1
2-22-214" GAUGE SHEET WELDED
TO EACH CELL ALL AROUND
(BY DECKING CONT.)
NOTES:
1. SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR OPENING SIZE AND LOCATION.
2. WHERE POSSIBLE; EXTEND DECK CONTINUOUSLY OVER OPENING REINFORCE, BLOCK/BOX OUT
CONCRETE, AND CUT DECK WHEN OPENING IS REQUIRED.6" MIN. EACH SIDE OF OPNGNO REINF. REQUIRED WHERE "L" IS 6" OR LESS IN DIRECTION
PERPENDICULAR TO DECK.
FOR OPENINGS UP TO 12" PERPENDICULAR TO
DECK
NO REINF. REQUIRED FOR HOLES 6" Ø OR
LESS.
FOR OPENINGS UP TO 2'-0" PERPENDICULAR TO DECK
2' - 0" MAX. OPENING
1' - 0" MAX. OPENINGC4x5.4 EXTENDED
& WELD TO RIBS
BEYOND OPNG.
(EACH SIDE BY
DECK CONTR.)
L=12"
MAX. OPENING
(12" MAX.)VARIES16" GAUGE SHEET WELDED
TO EACH CELL ALL AROUND
(BY DECKING CONT.)
NOTES:
1. SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR OPENING
SIZE AND LOCATION.
2. WHERE POSSIBLE; EXTEND DECK CONTINUOUSLY OVER OPENING,
REINFORCE AND CUT DECK WHEN OPENING IS REQUIRED.SIDE OF OPNG.8" MIN. EACH.
8" MIN. OR EXTEND
3" BEYOND NEXT
FULL METAL DECK
RIB, WHICHEVER IS
GREATER
NO REINF. REQUIRED WHERE "L" IS 2" OR LESS IN DIRECTION PERPENDICULAR TO DECK.
FOR OPENINGS UP TO 13" PERPENDICULAR TO
DECK
L=13" MAX. OPENING
VARIES (13" MAX.)TOP OF
ANGLES
FLUSH
WITH TOP
OF BEAM
MOMENT CONNECTION
WHERE REQUIRED
COORDINATE DECK
SUPPORT ANGLES
WITH MOMENT FRAME
CONNECTION PLATES
EXTEND ANGLE TO WEB
OF RAISED GIRDER
SEE MEP DRAWINGS
FOR PENETRATIONS
L3x3x1/4 MIN.
CUT
ANGLE AT
BEAM
FLANGE
INTERIOR COLUMN
CORNER COLUMN
L4x4x5/1
6
1" TYP.1/4
TYP.
CLOSURE
PLATE
5/16" THICK
CONTINUOUS
ANGLE
#4 BAR CONT.
FIRE PROOFING SEE
ARCH. DWGS.
1/4" STIFFENER
PLATE @ 2'-6"
CLOSURE
PLATE
FIRE PROOFING
SEE ARCH. DWGS.
5/16" THICK CONTINUOUS
ANGLE
#4 BAR CONT.STEEL DECKCONC.STEEL DECKCONC.MIN.
2"
3/16 SLAB DROP (SEE PLAN)T.O. SLAB
EL. (SEE PLAN)
DETAIL AT SLAB DROP 5" OR LESS CONC.STEEL DECKSTEEL DECKCONC.SLAB DROP(SEE PLAN)T.O. SLAB
EL. (SEE PLAN)
MIN.
2"
1/4 3-12
DETAIL AT SLAB DROP GREATER THAN 5"
NOTE:FOR NOTES AND INFORMATION NOT SHOWN SEE TYPICAL FLOOR CONSTRUCTION
1/4 3-12
24" MIN.
24" MIN.
#4 Z-BAR AT 12" O/C
AT FLANGES,
TYP.STEEL BEAM. SEE PLAN FOR
SIZE AND LOCATION
NOTES:
1. FLANGE AND WEB SPLICE CONNECTIONS TO DEVELOP THE FULL CAPACITY OF
THOSE BEAM ELEMENTS.
2. ALTERNATE BOLTED FLANGE PLATE IS ACCEPTABLE AT BEAM FLANGE SPLICE
CONNECTIONS PROVIDED THAT THE CONNECTION DEVELOPS THE FULL
CAPACITY OF BEAM FLANGE.
3. COORDINATE AND SUBMIT SPLICE LOCATIONS TO THE ENGINEER FOR REVIEW
AND APPROVAL PRIOR TO FABRICATION.
4. ALL FULL PENETRATION WELDS TO BE ULTRASONICALLY TESTED.
T.O. SLAB
SEE PLAN
L6x4x3/8" LLV (CONT.) WITH
13/16" Ø HOLES FOR ANCHORS
EXISTING CONCRETE OR
SOLID MASONRY WALL
3/4" Ø HILTI HAS THREADED
ROD IN HILTI HIT HY-70
ADHESIVE SYSTEM @ 1'-4" O.C.
(MIN. 2 PER ANGLE)
NOTE:SIM. FOR PERPENDICULAR DECK ORIENTATION
EMBED.
8"
3" MIN. BRG.
PROVIDE 3/4"X5.25" LONG
HEADED SHEAR STUD AT 2'-0"
O/C MAX. (MIN. 3 PER ANGLE)
T.O. SLAB
SEE PLAN
NOTE:AT CONTRACTOR'S OPTION, BENT PLATE MAY BE FIELD WELDED TO BEAM.
EMBED.
8"
PROVIDE 3/4"X5.25" LONG
HEADED SHEAR STUD AT 2'-0"
O/C MAX. (MIN. 3 PER ANGLE)
PROVIDE 1/4" BENT PLATE
WIDE FLANGE BEAM
SEE PLAN
2@12
2@12
8"1' - 0"1 1/2"6"6"1 1/2"
3"3"1 1/2"6"6"6"6"1 1/2"TYPICAL
1' - 3"(TYPICAL)WP1 WP2 WP3 WP4
R=20 KIPS
(3 STUDS)
R=40 KIPS
(6 STUDS)
R=60 KIPS
(9 STUDS)
R=80 KIPS
(12
STUDS)
.
REINFORCED
CONCRETE
FOUNDATION
WALL
STANDARD AISC DOUBLE
ANGLE BOLTED
CONNECTION WELDED TO
FACE PLATE
STEEL MEMBER
1/2" STEEL FACE
PLATE (TYPICAL)
3-3/4" Ø STUDS @ 6" O.C. TYP.
EACH ROW
2-#5 WELDED
TO FACE
PLATE
6"
NOTE: FORCES SHOWN ARE LRFD
1/2" MAX.1/2" MAX.1/2"1/2"1/2" MAX. 2" MIN. DRYPACK
LINTELS (SEE PLAN FOR SIZE)
FIREPROOFING AS REQUIRED
"I""II"
TEMPORARY NEEDLE
BEAMS & SHORING AS
REQUIRED
3/8" CONTINUOUS TOP PLATES
PROVIDE WHERE REQUIRED FOR
1/2" MAX. MASONRY OVERHANG
(OMIT WHERE OVERHANG IS 1/2"
OR LESS)
SEQUENCE OF CONSTRUCTION:
1. PROVIDE NEEDLING AND SHORING AS REQUIRED FOR EXISTING WALL ABOVE.
2. INSTALL BEARING PLATE AT EACH END FOR LINTEL BEAM BEARING ON EXISTING WALL.
3. CHASE OUT EXISTING MASONRY AT "I" AND INSTALL NEW LINTEL BEAM(S) "I".
4. PROVIDE CONTINUOUS DRYPACK ABOVE LINTEL.
5. AFTER DRYPACK AT "I" HAS SET REPEAT STEPS 2 THRU 4 FOR LINTEL BEAM(S) "II".
6. INSTALL BOLT AND PIPE SEPARATORS AT LINTEL SPAN 1/3 POINTS AND AT EACH END.
7. REMOVE WALL BELOW LINTEL AT NEW OPENING.
NOTES:
1. DENOTES BRICK TO BE REPLACED. WHERE CRACK IS THRU WALL REPLACE
ALL WYTHES OF BRICK ON EACH SIDE OF CRACK TO 1ST MORTAR JOINT. REPLACE
EXISTING HEADERS WITH NEW HEADERS. REPLACE LOOSE AND CRACKED BRICKS.
WHERE CRACK IS ONLY IN OUTER WYTHE, REPLACE ONLY OUTER WYTHE.
2. WHERE CRACK IS OPEN AND 1/4" OR LESS AND IS PRESENT ONLY IN OUTER WYTHE AND
ONLY IN JOINTS, RAKE AND REPOINT JOINTS ONLY.
EXISTING
OPEN
CRACK
Db = DEPTH OF BEAMGUSSET PLATE
CONNECTION TO BEAM
TO BE DESIGNED FOR
Pbrace HORIZONTAL
COMPONENT H PLUS
MOMENT DUE TO
ECCENTRICITY (H) x
(Db)/(2)
W.P.
GUSSET PLATE (1/2"
MIN.)
DOUBLE ANGLES, TOP &
BOTTOM OF WIDE FLANGE
BRACE
NEUTRAL AXIS OF WIDE
FLANGE BRACE
TOP OF SLAB REFERENCE
LINE
SEE PLANS FOR BEAM SIZE
LINES MUST COINCIDE AS
SHOWN
1/4
MIN.
ALTERNATE
BOLTS
NEUTRAL AXIS OF WIDE
FLANGE BRACE
H=Pbrace HORIZ.
COMPONENT
V=Pbrace VERT.
COMPONENT
P
bra
c
e
STEEL COLUMN
STEEL BEAM
NOTE: CONNECTION DETAILS SHOWN ABOVE ARE
SCHEMATIC DETAILS ONLY. CONTRACTOR SHALL DETAIL
BRACE CONNECTIONS BASED ON AXIAL LOADS INDICATED IN
LATERAL FRAME ELEVATIONS AND R VALUE GIVEN HEREIN
AND SHALL PROVIDE SIGNED AND SEALED CALCULATIONS
PRIOR TO SUBMISSION OF SHOP DRAWINGS.
Dc = DEPTH OF COLUMN
1/4
MIN.
TYP.Db = DEPTH OF BEAMGUSSET PLATE CONNECTION
TO BEAM TO BE DESIGNED FOR
Pbrace HORIZONTAL
COMPONENT H PLUS MOMENT
DUE TO ECCENTRICITY (H) x
(Db)/(2)
W.P.
COPE ANGLES AND BEAM
FLANGE AS REQUIRED TYP.
GUSSET PLATE (1/2" MIN.)
WIDE FLANGE BRACE, TYP.
DOUBLE ANGLES, TOP &
BOTTOM OF WIDE FLANGE
BRACE
NEUTRAL AXIS OF WIDE
FLANGE BRACE
TOP OF SLAB REFERENCE
LINE
SEE PLANS FOR BEAM SIZE
LINES MUST COINCIDE AS
SHOWN
ALTERNATE
BOLTS1/4
MIN
.
NEUTRAL AXIS OF WIDE
FLANGE BRACE
H=Pbrace HORIZ.
COMPONENT
V=Pbrace VERT.
COMPONENT
P
bra
c
e
COLUMN
BEAM
NOTE: CONNECTION DETAILS SHOWN ABOVE ARE
SCHEMATIC DETAILS ONLY. CONTRACTOR SHALL DETAIL
BRACE CONNECTIONS BASED ON AXIAL LOADS INDICATED IN
LATERAL FRAME ELEVATIONS AND R VALUE GIVEN HEREIN
AND SHALL PROVIDE SIGNED AND SEALED CALCULATIONS
PRIOR TO SUBMISSION OF SHOP DRAWINGS.
ALTERNATE
BOLTS
DOUBLE ANGLES,
TOP & BOTTOM OF
WIDE FLANGE BRACE
GUSSET PLATE CONNECTION
TO BEAM TO BE DESIGNED
FOR Pbrace HORIZONTAL
COMPONENT H PLUS
MOMENT DUE TO
ECCENTRICITY (H) x (Db)/(2)
1/4 MIN.
NEUTRAL AXIS OF
WIDE FLANGE BRACEDb = DEPTH OF BEAMPbraceV=Pbrace VERT.
COMPONENT
H=Pbrace HORIZ.
COMPONENT
LINES MUST
COINCIDE AS SHOWN
3/8" MINIMUM STIFFENER PLATE
BOTH SIDES OF WEB
SEE PLAN FOR BEAM
SIZE
CL OF STEEL BEAMW.P.
NOTE: CONNECTION DETAILS SHOWN ABOVE ARE
SCHEMATIC DETAILS ONLY. CONTRACTOR SHALL DETAIL
BRACE CONNECTIONS BASED ON AXIAL LOADS INDICATED IN
LATERAL FRAME ELEVATIONS AND R VALUE GIVEN HEREIN
AND SHALL PROVIDE SIGNED AND SEALED CALCULATIONS
PRIOR TO SUBMISSION OF SHOP DRAWINGS.
POUR STOP OF BENT
PLATE SEE TYPICAL
DETAILS.
FULL HEIGHT
STIFFENER SHEAR
PLATE CONNECTION.
PL. TO BE 3/8" MIN.
SEE PLANS FOR STEEL
BEAM SIZE
(2) L4X4X5/16 HANGERS
@ 4'-0" O/C TO
SUPPORT RELIEVING
ANGLES BELOW.
L6X6X5/16 GALVANIZED CONTINUOUS RELIEVING
ANGLE. PROVIDE VERT. SLOTTED HOLES FOR
ADJUSTMENT. TACK WELD NUT AFTER ANGLE HAS
BEEN SET AT PROPER ELEVATION.
6" CMU
6" CMU NOT SHOWN
FOR CLARITY
4" STONE MASONRY
SEE ARCH. DRAWINGS.
(3) 3/4" A325 SC BLOTS
MIN.
CAVITY WITH
INSULATION SEE
ARCH. DRAWINGS.
EXISTING MASONRY WALL
1" MAX.
1 1/2"
PLATE AND BOLTS TO
BE AS EXTENDED
SHEAR PLATE.
CONNECTION SHOWN
IS SCEMATIC AND
MUST BE DESIGNED
FOR BEAM REACTION
INCLUDING
ECCENTRICITY
WELD TO BE DESIGNED
FOR SHEAR
LOAD/REACTION OF
BEAM
STUB COLUMN (SEE
SCHEDULE)
WING PLATE OR STIFFENER PLATE EACH SIDE OF
PIPE, SEE SCHEDULE. SEE SECTION 2-2 FOR
STIFFENER LAYOUT
5"x5"x1/2" TOP PLATE
INFILL OPENING W/ SOLID
GROUT AFTER INSTALLING
CONNECTION.
"B""D"BEARING PLATE (SEE
SCHEDULE)
SECTION 1-1
1/4
STUB COLUMN
MASONRY BEAM POCKET SCHEDULE
MBP-1
BEARING PLATE SIZE
MARK STUB
COLUMN WIDTH "B"THICKNESS "t"LENGTH "D"
PIPE 4 XS 7"6"0.75"
REMARKS
MBP-2 PIPE 4 XS 7"9"0.75"
MBP-3 PIPE 4 XS 7"13"1"
MBP-4 PIPE 4 XS
MBP-5 PIPE 4 XS
SECTION 2-21"1"
BEARING PLATE (SEE
SCHEDULE)
3/8" STIFFENER PLATE
1/4
1/4
7"
7"
19"0.75"
25"0.75"3/8" STIFFENER EACH SIDE
3/8" STIFFENER EACH SIDE
3"X3"X1/4" WING PLATE
3"X3"X1/4" WING PLATE
3"X3"X1/4" WING PLATE
CONCRETE ON
METAL DECK
STEEL BEAM
2L 6X3-1/2X5/16
HSS TUBE FOR
SUPPORT OF
ELEVATOR
GUIDERAILS
HILTI KWIK BOLT 3
EXPANSION
ANCHOR
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
As indicated
4/2/2018 10:49:32 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS503
04/06/18
TYPICAL DETAILS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
N.T.S.
TYPICAL REINFORCEMENT FOR UNFRAMED OPENINGS
IN COMPOSITE FLOOR DECK
N.T.S.
TYPICAL REINFORCEMENT FOR UNFRAMED
OPENINGS IN ROOF DECK
N.T.S.
TYPICAL DECK SUPPORT AT COLUMNS
N.T.S.
TYPICAL STEP IN SLAB ON STEEL DECK
N.T.S.
TYPICAL BEAM SPLICE
N.T.S.
TYPICAL SHELF ANGLE AT EXISTING LOAD BEARING WALL
FOR COMPOSITE FLOOR DECK SUPPORT
N.T.S.
TYPICAL STEEL BEAM FOUNDATION WALL STEEL CONNECTION (FWSC)
N.T.S.
TYPICAL WF LINTEL IN INTERIOR WALL
N.T.S.
TYPICAL CRACK REPAIR IN BRICK MASONRY
N.T.S.
TYPICAL WIDE FLANGE LATERAL BRACE
CONNECTION AT COLUMN FLANGE (R=1.25)
N.T.S.
TYPICAL WIDE FLANGE LATERAL BRACE CONNECTION AT COLUMN WEB (R=1.25)
N.T.S.
TYPICAL WIDE FLANGE LATERAL CHEVRON BRACE
CONNECTION TO BEAM (R=1.25)
N.T.S.
TYPICAL SPANDREL FACADE SUPPORT DETAIL AT SOUTH JEWEL
BOX LEVEL 1 AND NORTH JEWEL BOX LEVEL 2
N.T.S.
TYPICAL BEAM CONNECTING TO EXISTING MASONRY WALL - "MBP-#"
1
2
NOT
USED
N.T.S.
TYPICAL HSS TUBE
GUIDERAIL SUPPORTS
3
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
3 3.28.18 PACKAGE 4 - ADDENDUM #1
WALL OPENING
REINF. AND
DOWELS PER TABLE
2x (2) #5
ADDITIONAL
EACH SIDE OF
OPENING TYP.
REINF. AND
DOWELS PER TABLE
WALL OPENING
2x (2) #5
ADDITIONAL
EACH SIDE OF
OPENING TYP.SEE SCHEDULESEE SCHEDULENOTE:PROVIDE LINTELS AS REQUIRED OVER WALL
OPENINGS.SLABSLABANCHOR TOP OF CMU WALL TO UNDERSIDE OF SLAB
W/ 3/16" GALV. STEEL U SHAPED CLIP 3"x BY WALL
THICKNESS x 8" LONG @ SPACING TO MATCH AND
ALIGN WITH VERTICAL WALL REINFORCING (PTA 422 BY
H & B OR EQUAL) W/ 2-3/8" Ø EXPANSION BOLTS TO
UNDERSIDE OF SLAB. PROVIDE COMPRESSIBLE PAD
BETWEEN TOP OF BLOCK & CLIP
INTERIOR WALLS
NOMINAL CMU
THICKNESS
VERTICAL
REBAR
HORIZONTAL
REBAR
MAXIMUM
HEIGHT (FT)
DOWELS
6"
#4 @ 48"9 GAGE LADDER
REINFORCING @
16" O.C.
23'-6"SAME AS
VERTICAL BARS
8"27'-7"SAME AS
VERTICAL BARS
#4 @ 48"9 GAGE LADDER
REINFORCING @
16" O.C.
EXTERIOR WALLS
NOMINAL CMU
THICKNESS
VERTICAL
REBAR
HORIZONTAL
REBAR
MAXIMUM
HEIGHT (FT)
DOWELS
6"
#5 @ 24"9 GAGE LADDER
REINFORCING @
16" O.C.
14'-6"SAME AS
VERTICAL BARS
8"18'-8"SAME AS
VERTICAL BARS
#5 @ 24"9 GAGE LADDER
REINFORCING @
16" O.C.
T.O. SLAB T.O. SLAB
SEE TYPICAL DETAIL REINF.
FOR NON-LOAD BEARING
WALLS
AT CAST IN PLACE SLABSLAB DEPTH ASSHOWN ON PLANCONCRETECOMPOSITESTEEL DECKSEE TYPICAL DETAIL REINF.
FOR NON-LOAD BEARING
WALLS
AT STEEL DECK SLAB
CAST INPLACE SLABSLAB DEPTH ASSHOWN ON PLAN(1)-#5 BAR
ADDITIONAL EACH
FACE OF WALL
NOTES:
1. HOOK ALL BARS INTERRUPTED BY OPENING.
2. HORIZONTAL BARS TO EXTEND DEVELOPMENT LENGTH BEYOND
OPENING, VERTICAL BARS TO BE FULL STORY HEIGHT.
LENGTH
DEVELOPMENT
PROVIDE ADDITIONAL BARS
PARALLEL TO SIDES OF
OPENING, EQUAL TO AREA
OF INTERRUPTED BARS 2-#5
MIN.
ADDITIONAL BARS AT
TOP OPENING (2-#5)
DOWELS, SAME QUANTITY
AND SIZE AS COLUMN
VERTICAL BARS
NOTE:PROVIDE MECHANICAL REBAR COUPLERS TO DEVELOP MIN. 125% OF YIELD
STRENGTH OF VERTICAL REINFORCING AT ALL SPLICES..
VERTICAL BARS, SEE COL. SCHEDULE
TIES
FOR COLUMN SIZE SEE SCHEDULE
USE SEPARATE DWLS SAME
QUANTITY AND SIZE AS
VERTICAL BARS IN OFFSET
COLUMN FACE BELOW, IF
DIAGONAL BEND IS NOT USED
S = TIE SPACING. SEE TYPICAL
COLUMN CROSS-SECTION
FOR SIZE, ARRANGEMENT,
DETAILS AND SPACING OF
TIES
BEND AT TOP OF SLAB
BAR OFFSET. MAX. SLOPE OF OFFSET
BAR (OTHERWISE USE SEPARATE
DOWELS)
1
6 3" MAX. COMPRESSION SPLICE (MIN.)
TENSION SPLICE WHERE
REQUIRED BY ENGINEER
DIM "A" SLAB OR BEAM BARS
1/2"S""S""S""S"HOOK IN FOOTING
COMPRESSION SPLICE (MIN.)
TENSION SPLICE WHERE REQUIRED
BY ENGINEER
COMPRESSION DEV. LENGTH (MIN.)
TENSION DEV. WHERE REQ'D
BY ENGINEER
FOOTING, PILE CAP, PIER OR
BUTTRESS. SEE FOUNDATION PLAN
2' - 0""S""S"1/2 "S""S""S"TOP LEVEL
BEAMS
AND/OR
SLABS2 SPACES @ 3"
COMPRESSION SPLICE (MIN.)
TENSION SPLICE WHERE
REQUIRED BY ENGINEER
INTERMEDIATE LEVEL
BEAMS AND/OR SLABS 2 SPACES @ 3"
FOR COLUMN SIZE
SEE COLUMN SCHED.
LONGITUDINAL BARS
SEE COLUMN SCHEDULE
ALTERNATE 90° AND
180° STANDARD HOOKS
STANDARD 90°
HOOKS ALTERNATE CORNERS
NOTES:
1. TIE SIZE #3 FOR LONGITUDINAL BARS UP TO #9 AND
#4 BARS #10, #11, #14 & #18
2. TIE SPACING NO GREATER THAN:
A) 16 x DIAMETER OF LONG BARS.
B) 48 x DIAMETER OF TIES
C) MINIMUM DIMENSION OF COLUMN
3. EVERY CORNER AND ALTERNATE LONGITUDINAL
BAR SHALL HAVE LATERAL SUPPORT PROVIDED BY
CORNER OF A TIE HAVING AN INCLUDED ANGLE OF
NOT MORE THAN 135° AND NO BAR SHALL BE
FARTHER THAN 6" CLEAR OF EITHER SIDE FROM
SUCH A LATERALLY SUPPORTED BAR.
ld (HOOK IF NOT
ATTAINABLE)
ADD'L 1-#5 BAR
AROUND EACH
OPENING OR
GROUP OF
OPENINGS, TYP.
ADD'L 1-#5 BAR BETWEEN
EACH OPENING, TYP.
"D"
MIN. 6"
2 "D" OR
"D"
MIN. 6"
2 "D" OR
"D"
NOTES:
1. LIMIT 3 PENETRATIONS IN A ROW IN ANY DIRECTION.
2. COORDINATE WITH TYPICAL DETAIL FOR FORMED CONCRETE SLAB PIPE SLEEVE.
3. SHOULD PENETRATIONS BE CUT AFTER CONCRETE IS POURED, CONTRACTOR TO
SUBMIT PLAN SHOWING ALL PROPOSED CORE DRILLING LOCATIONS TO E.O.R.
FOR APPROVAL. CONTRACTOR TO USE NDE METHODS TO LOCATE REBAR PRIOR
TO CUTTING SLAB.
PROVIDE 1/2" OF TOP AND
BOTTOM REINFORCING
INTERRUPTED BY OPENING.
AT EACH SIDE OF OPENING
MINIMUM 1 -#5 TOP AND
BOTTOM EACH SIDE
HOOK ALL TOP BARS
INTERRUPTED BY OPENING
.(HOOK IF NOT ATTAINABLE)
TENSION LAP SPLICE LENGTH
BOTTOM
REINFORCING TO RUN
THRU
UNINTERRUPTED
NOTE: PROVIDE PROPOSED JOINT LOCATION TO
ENGINEER FOR REVIEW PRIOR TO CONCRETE POUR.'D'ADDED REINFORCING
SLABS #4x3'-0" @ 12" O.C.SLABS 1 1/2"D/3D/3D/3S S
S S S S
AT SUPPORT
LAP DIMENSION "LS"
IF BOT. REINF. IS CONT.
SPAN L2
WHERE CONT. TOP BARS OCCUR
IN ADJOINING SPANS, LAPS
SHALL BE CLASS A TENSION
SPLICE AT MIDSPAN. MIN. 50% As
TOP OR 2 BARS, WHICH EVER IS
GREATER, TO BE CONT.
EXTEND TOP BARS TENSION
DEVELOPMENT LENGTH BEYOND
SPAN IN WHICH BAR IS REQ'D
(FOR OTHERS SEE SECTION)
FOR BEAM BOT.
BARS, SEE
BEAM
SCHEDULE
FOR
STIRRUP
SPACING "S"
SEE BEAM
SCHEDULE0" EXTEND REINF.
WHERE POSSIBLE,
OTHERWISE PROVIDE
STANDARD HOOK
CONTINUOUS TOP BARS FOR
NUMBER AND SIZE SEE BEAM
SCHEDULE. (MIN. 50% As TOP OR 2
BARS, WHICH EVER IS GREATER,
TO BE CONT.
NON-CONT. TOP
REINF. 50% As TOP
50% As TOP
TOP OF BEAM AND SLAB
NON-CONTINUOUS END CONTINUOUS END
BEAM WIDTH
SECTION AT INTERIOR BEAMSBEAM DEPTHCLOSED STIRRUPS
(HOOPS) SEE SCHEDULE
SKIN REINFORCEMENT
SPACING
(Ssk) max.in.
DEPTH, d (Ab)min. at
(Ssk)max. in.²
36 6 0.032
42 7 0.084
48 8 0.144
60 10 0.30
72 12 0.51
84 12 0.65
S/2
.25 L1
.33 L2
GREATER OF
.33 L1
.33 L2
GREATER OF
.33 L1
S/2 S/2
SPAN L2
.125 CL.
SPAN L1
.125 CL.
SUPPORT
WIDTH OF CLEAR SPAN L1
SUPPORT
WIDTH OF
2" CL.FOR BEAMS WHERE EFFECTIVE
DEPTH 'd' EXCEEDS 36"
PROVIDE SKIN
REINFORCEMENT PER TABLE
BUT NOT LESS THAN #4 @ 12"
O.C. EACH FACE
TIES OR STIRRUPS
SEE BEAM SCHEDULE
3" CLR FOR
GRADE BMS
1-1/2" CLEAR
TO STIRRUPS
DEVELOP. LENGTH
TENSION
0" 0" 0" SLAB TOP BARS
BEAM WIDTH
SECTION AT PERIMETER BEAMSBEAM DEPTHCLOSED STIRRUPS
(HOOPS) SEE SCHEDULE
1-1/2" CLEAR
TO STIRRUPS
SLAB TOP BARS
BEAM WIDTH
ALTERNATE CLOSED STIRRUP PROFILEBEAM DEPTHU-STIRRUP WITH
135° HOOKS
1-1/2" CLEAR
TO STIRRUPS
TOP CLOSURE TO MATCH U-
STIRRUP SIZE AND SPACING.
TO STIRRUPS
1-1/2" CLEAR
BEAM TOP BARS
BOT. REINF.
TOP BEAM REINF. (IF NONE
INDICATED PROVIDE 2-#5
CONTINUOUS AT STIRRUPS
BOT. REINF.BOT. REINF.0" 0" STOP DISCONTINUOUS REINFORCING
HERE. AT BEAMS SUPPORTING
CONCENTRATED LOADS EXTEND ALL BARS
INTO SUPPORTS UNLESS OTHERWISE
NOTED
AT LEAST 50% BUT NOT LESS THAN
2 BOTTOM BARS CONTINUOUS
THRU SUPPORT, CLASS A TENSION
SPLICE AS REQUIRED
(1
0)
B
Ø
4"
M
I
N
.
1-1/2" CLEAR
TO STIRRUPS
(1
0)
B
Ø
4"
M
I
N
.
1-1/2" CLEAR
TO STIRRUPS
1' - 0"T/4 MAX."T"T/4 MAX.2T (SEE PLAN)3/4T MAX.U.O.N.(SEE PLAN)3/4T MAX.U.O.N.> 1.25TSTEPS < T/4
STEPS < T
STEPS > 3/4T
IN LIEU OF PROVIDING
SEPARATE SPLICE
BARS, BEND 1-TO-6 AND
LAP
LAP-SPLICED BARS
BENT 1-TO-6 MAX.
VERT. "Z" BAR @ 12
"Z" BARS BENT 1:2 SLOPE
& LAP SPLICED. PROVIDE
2.0 x AS SPECIFIED
BM. PER SCHED.
BMS. FRAME TO
COLUMNS OR
SUPPORTING
GIRDERS
DRAP BOT. BAR
FOR SLAB
NOTES:
1. SPLICE MAY INCLUDE DIMENSION OF SLOPED BAR UP TO 4" FROM SPLICED BAR.
2. FOR A <3/4" SLOPE REINF. @ STEP.
3. FOR STEPS UP TO 3/4T, TOP BAR SPLICES ONLY REQ'D AT TOP BARS CROSSING STEP."T""T""T""T""T"Ldt
HOOK SLAB TOP BARS
HOOK SLAB TOP BARS
HOOK SLAB TOP BARS
SEE PLAN
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
As indicated
4/2/2018 10:49:36 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS504
04/06/18
TYPICAL DETAILS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
N.T.S.
TYPICAL REINFORCING FOR NON-BEARING MASONRY WALLS (PLAN)
N.T.S.
TYPICAL REINFORCING FOR NON-BEARING MASONRY WALLS
(SECTION)
N.T.S.
TYPICAL OPENING IN CONCRETE WALLS
N.T.S.
TYPICAL CONCRETE COLUMN
N.T.S.
TYPICAL CROSS-SECTION OF CONCRETE COLUMN
3/4" = 1'-0"S504
6
TYPICAL SLAB PENETRATION WITH SLEEVE
DIAMETER LESS THAN 6"
N.T.S.
TYPICAL ADDITIONAL REINFORCEMENT AT OPENING IN FRAMED SLAB
N.T.S.
TYPICAL CONSTRUCTION JOINT IN FRAMED SLAB OR BEAM
N.T.S.
TYPICAL CONCRETE BEAM (NON-SEISMIC & ORDINARY MOMENT FRAME)
N.T.S.
TYPICAL SLAB STEPS
1
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
T.O. SLAB (E) LEVEL
LL
T.O. SLAB (E) LEVEL
LL
158' - 11"158' - 11"
LEVEL G LEVEL G
175' - 11"175' - 11"
T.O. STEEL LEVEL 1 T.O. STEEL LEVEL 1
191' - 6 3/4"191' - 6 3/4"
T.O. STEEL LEVEL 2 T.O. STEEL LEVEL 2
202' - 6 3/4"202' - 6 3/4"
T.O. STEEL LEVEL 3 T.O. STEEL LEVEL 3
213' - 6 3/4"213' - 6 3/4"
T.O. STEEL LEVEL 4 T.O. STEEL LEVEL 4
227' - 7 3/4"227' - 7 3/4"
T.O. DECK ROOF (HP)T.O. DECK ROOF (HP)
241' - 11 1/2"241' - 11 1/2"
T.O. STEEL DOG
HOUSE ROOF
T.O. STEEL DOG
HOUSE ROOF
248' - 3 1/2"248' - 3 1/2"
Column Locations
A.1-14.1 A.1-22.9 A.2-14.1 A.2-22.9 A.3-14.1 A.3-22.9 A.4-14.1 A.4-22.9
A.4(-1' - 11
1/8")-25.9(-9")
A.4(-1' - 11
1/8")-27(1' - 6")
A.4(-1' - 11
1/8")-28
A.4(-1' - 11
1/8")-29(1' - 2
5/8")
A.5-16.2 A.5-16.3 A.5-17.7 A.5-18.9 A.5-20.5
A.5-21.2(1' - 3
1/4")A.6-14.1 A.6-22.9
B(2' - 9
1/4")-9(-4' - 1
5/8")
B-14.1 B-15.8 B-17.5 B-19 B-20.5 B-21.2(5 1/4") B-22.9 C-9 C-9.9 C-13.1 C-13.4 C-25 C-25.7 C-27.1 C-28 C-30 C.9-11
T.O. SLAB (E) LEVEL
LL
T.O. SLAB (E) LEVEL
LL
158' - 11"158' - 11"
LEVEL G LEVEL G
175' - 11"175' - 11"
T.O. STEEL LEVEL 1 T.O. STEEL LEVEL 1
191' - 6 3/4"191' - 6 3/4"
T.O. STEEL LEVEL 2 T.O. STEEL LEVEL 2
202' - 6 3/4"202' - 6 3/4"
T.O. STEEL LEVEL 3 T.O. STEEL LEVEL 3
213' - 6 3/4"213' - 6 3/4"
T.O. STEEL LEVEL 4 T.O. STEEL LEVEL 4
227' - 7 3/4"227' - 7 3/4"
T.O. DECK ROOF (HP)T.O. DECK ROOF (HP)
241' - 11 1/2"241' - 11 1/2"
T.O. STEEL DOG
HOUSE ROOF
T.O. STEEL DOG
HOUSE ROOF
248' - 3 1/2"248' - 3 1/2"
Column Locations
C.9-12 D-13.6 D-13.9 D-15 D-16 D-17 D-18 D-19 D-20 D-21 D-22 D-23 D-24 D-25.3 D-26.5 D-26.6 D-28 D-28.4 D-30 D.3-9 D.3-10 D.3-13 D.4-2.7 D.4-3 D.4-4 D.7-13.9 D.7-27.1 D.7-28 D.7-28.4 D.7-30
D.7(1' - 5
3/4")-30(-7' - 8")D.8-22 D.8-23 D.8-24 D.8-25.5 D.8-25.9 D.8-27 D.9-1.7W10x54W10x45W8x48W8x24W10x88W10x88HSS14x6x1/2HSS6x6x1/2C10 30"x 12"(8)#9 VERT & 2x#4@6" TIESW10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88C1 12"x 12"(4)#8 VERT & #4@12" TIESC7 12"x 12"(12)#6 VERT & #4@12" TIESC6 14"x 14"(4)#9 VERT & #4@14" TIESC6 14"x 14"(4)#9 VERT & #4@14" TIESClerestoryHSS5-1/2x5-1/2x1/4W10x88W14x211W14x211W14x211W14x211W10x88W8x48W8x48W8x48W10x45W8x40W8x31W8x31HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3W12x106C1 12"x 12"(4)#8 VERT & #4@12" TIESC3 16"x 16"(12)#6 VERT & #4@14" TIESW10x49W8x24C1 12"x 12"(4)#8 VERT & #4@12" TIESC3 16"x 16"(12)#6 VERT & #4@14" TIESHSS14x6x1/2C3 16"x 16"(12)#6 VERT & #4@14" TIESW10x49W10x60HSS6x6x1/2W10x88W12x2612.5x4 Steel Bar AESS Type 3W12x65W12x6512.5x4 Steel Bar AESS Type 3W12x26W12x2612.5x4 Steel Bar AESS Type 3W12x65HSS10x6x5/812.5x4 Steel Bar AESS Type 3HSS6x6x1/2HSS12x6x5/8HSS8x6x5/8HSS12x6x1/212.5x4 Steel Bar AESS Type 3HSS12x6x1/2HSS6x6x5/8HSS10x6x5/8HSS6x6x1/2HSS6x6x5/8HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3C1 12"x 12"(4)#8 VERT & #4@12" TIESC3 16"x 16"(12)#6 VERT & #4@14" TIESW10x45W10x49W10x45C1 12"x 12"(4)#8 VERT & #4@12" TIESC3 16"x 16"(12)#6 VERT & #4@14" TIESC1 12"x 12"(4)#8 VERT & #4@12" TIESC4 14"x 18"(8)#7 VERT & #4@12" TIESC1 12"x 12"(4)#8 VERT & #4@12" TIESC3 16"x 16"(12)#6 VERT & #4@14" TIESC6 14"x 14"(4)#9 VERT & #4@14" TIESC3 16"x 16"(12)#6 VERT & #4@14" TIESC6 14"x 14"(4)#9 VERT & #4@14" TIESHSS8x4x1/4HSS10x4x1/4HSS10x4x1/4HSS10x4x1/4HSS10x4x1/4HSS10x4x1/4HSS10x4x1/4ClerestoryHSS4x4x5/16C1 12"x 12"(4)#8 VERT & #4@12" TIESW10x88P1 - 16 x 14P1 - 16 x 14(8) #8 VERT & #4@12" TIES(8) #8 VERTI & #4@12" TIESC3 16"x 16"(12)#6 VERT & #4@14" TIESC3 16"x 16"(12)#6 VERT & #4@14" TIESW10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W14x211W14x211W14x211W14x211W14x211W14x211W14x211W14x211HSS8x6x5/8HSS12x6x5/8HSS12x6x5/8HSS8x6x5/8W10x88W10x88W10x60W10x49HSS14x6x1/2HSS14x6x1/2W10x49W10x60HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3HSS14x6x1/2W10x88W10x54W10x54W10x88HSS14x6x1/2HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3W10x88W10x88W10x88W10x88HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3T=70KT=55K T=45K T=75K T=40K
T=130KT=70K
T=170K T=110K T=75K T=75K T=100K
T=155K
T=45K T=60K T=50K
T=85KT=140K T=125K T=55K T=155KT=85K T=15K
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
1/8" = 1'-0"4/2/2018 10:49:40 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS600
04/06/18
COLUMN SCHEDULE
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
NOTE:
1. SEE S-604 AND S-400 SUPERSTRUCTURE SECTIONS FOR CLERESTORY BUILT-UP COLUMN, BASE PLATE SCHEDULES, AND DETAIL
REQUIREMENTS.
2. INDICATES COLUMN SPLICE LOCATION. REFER TO TYPICAL COLUMN SPLICE DETAILS FOR ADDITIONAL INFORMATION. COLUMN SPLICES
INDICATED WITH A TENSION FORCE (T=__ K ) WILL NEED TO BE DETAILED FOR THE LRFD TENSION FORCE NOTED IN THE COLUMN SCHEDULE.
SEE SUPERSTRUCTURE SECTIONS FOR SPECIAL DETAILS FOR ANY COLUMN SPLICES AT STEEL BAR OR CLERESTORY COLUMN TRANSITIONS
TO HSS/WIDE FLANGE MEMBERS.
3. FOR PRICING, PROVIDE LINE ITEM PRICE ALTERNATE FOR ALL HSS10x4x5/8 AESS TYPE 3 COLUMNS TO BE SOLID RECTANGULAR PLATE
COLUMNS 10"X4" AESS TYPE 3.
1
1
1
1
1
1
1
1
1
1
1 1 1
1
1
1
1
1
1
1
2 2
2
2
2
2
2 2
2
2
2
1
1
1
2
2
2
2
2
22
2
2
2
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
T.O. SLAB (E) LEVEL
LL
T.O. SLAB (E) LEVEL
LL
158' - 11"158' - 11"
LEVEL G LEVEL G
175' - 11"175' - 11"
T.O. STEEL LEVEL 1 T.O. STEEL LEVEL 1
191' - 6 3/4"191' - 6 3/4"
T.O. STEEL LEVEL 2 T.O. STEEL LEVEL 2
202' - 6 3/4"202' - 6 3/4"
T.O. STEEL LEVEL 3 T.O. STEEL LEVEL 3
213' - 6 3/4"213' - 6 3/4"
T.O. STEEL LEVEL 4 T.O. STEEL LEVEL 4
227' - 7 3/4"227' - 7 3/4"
T.O. DECK ROOF (HP)T.O. DECK ROOF (HP)
241' - 11 1/2"241' - 11 1/2"
T.O. STEEL DOG
HOUSE ROOF
T.O. STEEL DOG
HOUSE ROOF
248' - 3 1/2"248' - 3 1/2"
Column Locations
D.9-2 D.9-2.7 D.9-3 D.9-4 D.10-13.9 D.10-16 D.10-21
D.10(-9
3/4")-28(-2' - 9
1/2")
E-13.6 E-20 E-21 E-22 E-23 E-24 E-25.5 E-25.9 E-27 E-30 E.1-28 E.1-28.4 E.3-10 E.3-13
E.3(-2' - 2
7/8")-15(-5' - 6")E.5-2.7 E.5-3 E.5-4 E.5-13.9 E.7-9 E.7-11 E.7-12
E.7(1' - 3
1/2")-27
E.7(1' - 3
1/2")-28 F-13.9 F-15(-1' - 2") F-16
F(-1' - 5")-17.4(4'
- 0 1/8")
F(-1' - 5")-18.7(3'
- 5")
F(-1' -
5")-19.4(-2' - 8
3/8")
T.O. SLAB (E) LEVEL
LL
T.O. SLAB (E) LEVEL
LL
158' - 11"158' - 11"
LEVEL G LEVEL G
175' - 11"175' - 11"
T.O. STEEL LEVEL 1 T.O. STEEL LEVEL 1
191' - 6 3/4"191' - 6 3/4"
T.O. STEEL LEVEL 2 T.O. STEEL LEVEL 2
202' - 6 3/4"202' - 6 3/4"
T.O. STEEL LEVEL 3 T.O. STEEL LEVEL 3
213' - 6 3/4"213' - 6 3/4"
T.O. STEEL LEVEL 4 T.O. STEEL LEVEL 4
227' - 7 3/4"227' - 7 3/4"
T.O. DECK ROOF (HP)T.O. DECK ROOF (HP)
241' - 11 1/2"241' - 11 1/2"
T.O. STEEL DOG
HOUSE ROOF
T.O. STEEL DOG
HOUSE ROOF
248' - 3 1/2"248' - 3 1/2"
Column Locations
F-20 F-21 F-22 F-23 F-24 F-25.4 F-27 F-28 F.1-16.2(4 3/8") F.1-17 F.1-17.7 F.1-18 F.1-19 F.3-1.7 F.3-2 F.3-2.7 F.3-3 F.3-4 F.9-5 F.9-6 F.9-7 F.9-8 F.9-9 F.9-11
F.9(1' - 9
1/2")-13.5(-1' - 9
1/4")
F.9-13.6(-3 3/8") F.9-14.2
F.9(-3")-15.7(-7
5/8")
F.9(-3")-16.2(-7
5/8")
F.9(-3")-17(-5' -
0")
F.9(-3")-17.8(-9
7/8")
F.9(-3")-19.4(10
1/2")
F.9(-3")-20(1' - 1
3/4")
F.9(-3")-20.5(7
7/8")F.9-24.5 F.9-25.4 F.9-27.3 F.9-28W10x45W8x35W10x49W8x28W8x31W8x31W8x31W8x31W8x31W8x31W8x31W8x31W8x31W8x31HSS12x6x1/2HSS8x6x5/8W10x77HSS12x6x5/8W10x77HSS10x6x5/8W10x77W8x40W10x77HSS8x6x1/2HSS6x6x1/23x2 Steel Bar AESS Type 33x2 Steel Bar AESS Type 33x2 Steel Bar AESS Type 3W10x68W8x48W8x48W8x48W10x49W10x45W10x60W10x88W8x24W10x45W10x49W10x88W10x88HSS8x6x1/2HSS6x6x1/2HSS6x6x1/2W10x77W12x106W10x77ClerestoryW8x40W8x31HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3C1 12"x 12"(4)#8 VERT & #4@12" TIESC6 14"x 14"(4)#9 VERT & #4@14" TIESC1 12"x 12"(4)#8 VERT & #4@12" TIESC1 12"x 12"(4)#8 VERT & #4@12" TIESHSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3C1 12"x 12"(4)#8 VERT & #4@12" TIESC4 14"x 18"(8)#7 VERT & #4@12" TIESC1 12"x 12"(4)#8 VERT & #4@12" TIESC3 16"x 16"(12)#6 VERT & #4@14" TIESHSS8x6x1/2W8x31W8x31C1 12"x 12"(4)#8 VERT & #4@12" TIESHSS4x4x1/43x2 Steel Bar AESS Type 3HSS4x4x5/16HSS4x4x5/16HSS4x4x5/16HSS4x4x5/16HSS4x4x5/16HSS4x4x5/16HSS4x4x5/16HSS4x4x5/163x2 Steel Bar AESS Type 33x2 Steel Bar AESS Type 33x2 Steel Bar AESS Type 33x2 Steel Bar AESS Type 3ClerestoryC6 -14"x14"(4)#9 VERT & #4@12" TIESW10x88HSS4x4x5/16W10x77W10x77HSS8x6x5/8HSS8x6x1/2W10x77W10x77HSS12x6x5/8W10x88W10x88HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3W8x28W8x28W10x77W10x77HSS12x6x1/2HSS12x6x1/2W10x77W10x88W10x77W10x88HSS10x6x5/8W8x40W8x40W10x60W10x68W10x60W10x68W10x49W10x49HSS12x6x5/8W10x88HSS8x6x1/2HSS8x6x1/2HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 3HSS10x4x5/8 AESS Type 321"x 13 1/2"(6)#9 VERT & #4@14" TIEST=145K
T=80K
T=45K
T=65K
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
1/8" = 1'-0"4/2/2018 10:49:41 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS601
04/06/18
COLUMN SCHEDULE
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
NOTE:
1. SEE S-604 AND S-400 SUPERSTRUCTURE SECTIONS FOR CLERESTORY BUILT-UP COLUMN, BASE PLATE SCHEDULES, AND DETAIL
REQUIREMENTS.
2. INDICATES COLUMN SPLICE LOCATION. REFER TO TYPICAL COLUMN SPLICE DETAILS FOR ADDITIONAL INFORMATION. COLUMN SPLICES
INDICATED WITH A TENSION FORCE (T=__ K ) WILL NEED TO BE DETAILED FOR THE LRFD TENSION FORCE NOTED IN THE COLUMN SCHEDULE.
SEE SUPERSTRUCTURE SECTIONS FOR SPECIAL DETAILS FOR ANY COLUMN SPLICES AT STEEL BAR OR CLERESTORY COLUMN TRANSITIONS
TO HSS/WIDE FLANGE MEMBERS.
3. FOR PRICING, PROVIDE LINE ITEM PRICE ALTERNATE FOR ALL HSS10x4x5/8 AESS TYPE 3 COLUMNS TO BE SOLID RECTANGULAR PLATE
COLUMNS 10"X4" AESS TYPE 3.3. FOR PRICING, PROVIDE LINE ITEM PRICE ALTERNATE FOR ALL HSS10x4x5/8 AESS TYPE 3 COLUMNS TO BE
SOLID RECTANGULAR PLATE COLUMNS 10"X4" AESS TYPE 3.
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
1
1
1
2
2
2
2
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
T.O. SLAB (E) LEVEL
LL
T.O. SLAB (E) LEVEL
LL
158' - 11"158' - 11"
LEVEL G LEVEL G
175' - 11"175' - 11"
T.O. STEEL LEVEL 1 T.O. STEEL LEVEL 1
191' - 6 3/4"191' - 6 3/4"
T.O. STEEL LEVEL 2 T.O. STEEL LEVEL 2
202' - 6 3/4"202' - 6 3/4"
T.O. STEEL LEVEL 3 T.O. STEEL LEVEL 3
213' - 6 3/4"213' - 6 3/4"
T.O. STEEL LEVEL 4 T.O. STEEL LEVEL 4
227' - 7 3/4"227' - 7 3/4"
T.O. DECK ROOF (HP)T.O. DECK ROOF (HP)
241' - 11 1/2"241' - 11 1/2"
T.O. STEEL DOG
HOUSE ROOF
T.O. STEEL DOG
HOUSE ROOF
248' - 3 1/2"248' - 3 1/2"
Column Locations
G-13.1 G-13.5 G-21.4 H-14.2 H-15(-1' - 2") H-15.7 H-17.8 H-19.4 H-20.5 H-21.4 H-22.9 H.7-14.2
H.7(2' - 1
3/8")-15.7(-7
5/8")
H.7(2' - 1
3/8")-16.2(-7
5/8")
H.7(2' - 1
3/8")-17(-5' - 0")
H.7(2' - 1
3/8")-17.8(-9
7/8")
H.7(2' - 1
3/8")-19.4(10
1/2")
H.7(2' - 1
3/8")-20(1' - 1
3/4")
H.7(2' - 1
3/8")-20.5(7 7/8")H.7-21.2 H.7(2' - 1
3/8")-21.3(-8")H.7-22.9 J-1.7 J-2 J-2.7 J-3 J-5 J-6 J-7 J-8 J-9 J-10.4 J-12.3 J-13.5 J-13.8 J.4-14.2 J.4-22.9 J.5-2.5
T.O. SLAB (E) LEVEL
LL
T.O. SLAB (E) LEVEL
LL
158' - 11"158' - 11"
LEVEL G LEVEL G
175' - 11"175' - 11"
T.O. STEEL LEVEL 1 T.O. STEEL LEVEL 1
191' - 6 3/4"191' - 6 3/4"
T.O. STEEL LEVEL 2 T.O. STEEL LEVEL 2
202' - 6 3/4"202' - 6 3/4"
T.O. STEEL LEVEL 3 T.O. STEEL LEVEL 3
213' - 6 3/4"213' - 6 3/4"
T.O. STEEL LEVEL 4 T.O. STEEL LEVEL 4
227' - 7 3/4"227' - 7 3/4"
T.O. DECK ROOF (HP)T.O. DECK ROOF (HP)
241' - 11 1/2"241' - 11 1/2"
T.O. STEEL DOG
HOUSE ROOF
T.O. STEEL DOG
HOUSE ROOF
248' - 3 1/2"248' - 3 1/2"
Column Locations
J.5-15.7 J.5-17.4 J.5-18.7 J.5-20.1 J.5-21.3 J.6-15.7 J.6-16.3(-3 1/2") J.6-17.8 J.6-19.4 J.6-21.4 J.7-14.2 J.7-22.9 J.8-14.2 J.8-22.9 J.9-14.2 J.9-22.9 RB1-24.3 RB1-24.3 RB1-25(5 5/8") RB1-25.4
RB1-25.7(-2' - 11
1/2")RB1-27(10 1/4")RB1-27.3(-1' - 11
1/2")
RB1-28(4' - 3
1/8")RB1-28(-8 3/8") RB1-28.4
RB1-28.4(1' - 2
1/2")RB2-9 RB2-9.9(2' - 4
3/8")RB2-10(-5 1/2") RB2-13 RB2-13(10") C-RB1(-1 1/2")
C.9(-4
1/2")-EX6(-10
1/8")
C.9(4' - 1
7/8")-RB2
D-RB North
Throat D.1-RB1 D.3-RB2W10x45W10x77W8x58W8x58W8x58W8x58W8x58W8x58W10x60W14x211W14x211W8x48W8x48HSS6x6x5/8HSS6x6x5/8HSS6x6x5/8HSS6x6x5/8HSS6x6x5/8W14x211W14x211W10x77HSS12x6x5/8HSS6x6x5/8HSS6x6x5/8HSS6x6x5/8HSS6x6x5/8HSS6x6x5/8W10x88W10x88W10x88W10x88W10x88W10x88W10x88ClerestoryClerestoryClerestoryClerestoryW10x88ClerestoryClerestoryClerestoryW10x88W10x88W10x88ClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryW10x45ClerestoryClerestoryClerestoryHSS8x4x5/8ClerestoryClerestoryW8x58HSS4x4x5/16W8x40HSS4x4x1/4W10x88HSS4x4x5/16W10x77HSS4x4x5/16HSS4x4x5/16HSS4x4x5/16HSS4x4x5/16HSS4x4x5/16HSS4x4x5/16HSS4x4x5/16HSS4x4x5/16ClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryW14x211W14x211W14x211W14x211W14x211W14x211W14x211W14x211W14x211W14x211W10x88W14x211W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88W10x88T=70K
T=135K T=45K T=150K T=150KT=40K
T=10K T=40KT=40KT=10K
T=95K T=70K
T=135K
T=40KT=40K
T=95K
T=25K
T=30K
T=120K T=30K T=30K T=15K T=115K
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
1/8" = 1'-0"4/2/2018 10:49:43 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS602
04/06/18
COLUMN SCHEDULE
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
NOTE:
1. SEE S-604 AND S-400 SUPERSTRUCTURE SECTIONS FOR CLERESTORY BUILT-UP COLUMN, BASE PLATE SCHEDULES, AND DETAIL
REQUIREMENTS.
2. INDICATES COLUMN SPLICE LOCATION. REFER TO TYPICAL COLUMN SPLICE DETAILS FOR ADDITIONAL INFORMATION. COLUMN SPLICES
INDICATED WITH A TENSION FORCE (T=__ K ) WILL NEED TO BE DETAILED FOR THE LRFD TENSION FORCE NOTED IN THE COLUMN SCHEDULE.
SEE SUPERSTRUCTURE SECTIONS FOR SPECIAL DETAILS FOR ANY COLUMN SPLICES AT STEEL BAR OR CLERESTORY COLUMN TRANSITIONS
TO HSS/WIDE FLANGE MEMBERS.
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
2 2 2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
T.O. SLAB (E) LEVEL
LL
T.O. SLAB (E) LEVEL
LL
158' - 11"158' - 11"
LEVEL G LEVEL G
175' - 11"175' - 11"
T.O. STEEL LEVEL 1 T.O. STEEL LEVEL 1
191' - 6 3/4"191' - 6 3/4"
T.O. STEEL LEVEL 2 T.O. STEEL LEVEL 2
202' - 6 3/4"202' - 6 3/4"
T.O. STEEL LEVEL 3 T.O. STEEL LEVEL 3
213' - 6 3/4"213' - 6 3/4"
T.O. STEEL LEVEL 4 T.O. STEEL LEVEL 4
227' - 7 3/4"227' - 7 3/4"
T.O. DECK ROOF (HP)T.O. DECK ROOF (HP)
241' - 11 1/2"241' - 11 1/2"
T.O. STEEL DOG
HOUSE ROOF
T.O. STEEL DOG
HOUSE ROOF
248' - 3 1/2"248' - 3 1/2"
Column Locations
D.7-RB North
Throat
D.8(-8")-RB
North Throat(7
3/4")
D.10(5
5/8")-EX6(-10
1/8")
D.10(4 1/8")-RB1 D.10-RB North
Throat(10 3/4")
E.5(-2' - 3
1/4")-RB2
E.6-RB North
Throat
F-RB North
Throat(3' - 3
1/4")
F.3(-1' - 2
1/8")-RB1 F.3-RB2 G-EX14 H(-7 1/8")-RB1 H(-8 1/2")-RB2
H.7(2' - 1
3/8")-EX14
J.6-EX10(-2' - 3
1/2")
RB2-RB North
ThroatHSS12x6x5/8HSS6x6x5/8ClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryHSS8x4x5/8HSS8x4x1/4HSS4x4x5/16HSS4x4x5/16HSS4x4x5/16ClerestoryClerestoryClerestoryClerestoryClerestoryClerestoryHSS4x4x5/16HSS4x4x5/16ClerestoryClerestoryClerestoryClerestoryTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
1/8" = 1'-0"4/2/2018 10:49:44 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS603
04/06/18
COLUMN SCHEDULE
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
NOTE:
1. SEE S-604 AND S-400 SUPERSTRUCTURE SECTIONS FOR CLERESTORY BUILT-UP COLUMN, BASE PLATE SCHEDULES, AND DETAIL
REQUIREMENTS.
2. INDICATES COLUMN SPLICE LOCATION. REFER TO TYPICAL COLUMN SPLICE DETAILS FOR ADDITIONAL INFORMATION. COLUMN SPLICES
INDICATED WITH A TENSION FORCE (T=__ K ) WILL NEED TO BE DETAILED FOR THE LRFD TENSION FORCE NOTED IN THE COLUMN SCHEDULE.
SEE SUPERSTRUCTURE SECTIONS FOR SPECIAL DETAILS FOR ANY COLUMN SPLICES AT STEEL BAR OR CLERESTORY COLUMN TRANSITIONS
TO HSS/WIDE FLANGE MEMBERS.1
2
2
2 2
2
2
2
2
2
2 2
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
3 3/4"4 1/2"3 3/4"3 3/4"4 1/2"3 3/4"1' - 5"1' - 5"6"6"6"1' - 6"1' - 6"2 1/2"7"7"7"2 1/2"2' - 2"2 1/2"
5"11"5"1' - 2 1/2"
3' - 2"
SEE BASE PLATE SCHEDULE
AND SHEAR LUG SCHEDULE
FOR TYPE AND SIZELAYOUT TYPE 4
LAYOUT TYPE 3LAYOUT TYPE 2LAYOUT TYPE 1
NOTES:
1. SEE PLAN FOR COLUMN ORIENTATION.
2. ALL BASE PLATE WITHOUT A LAYOUT SPECIFIED IN THE TYPE
SCHEDULE WILL USE THE TYPICAL COLUMN BASE PLATE DETAIL.1' - 6"1' - 6"4 1/2"
1' - 1"
LAYOUT TYPE 54 1/2"4 1/2"4 1/2"2' - 0"2' - 0"4 1/2"
1' - 1"
LAYOUT TYPE 65"8"5"SEE BASE PLATE SCHEDULE
AND SHEAR LUG SCHEDULE
FOR TYPE AND SIZE
SEE BASE PLATE
SCHEDULE AND
SHEAR LUG
SCHEDULE FOR
TYPE AND SIZE
4"10"4"3"4"3"7"3"3"
COLUMN
BASE PLATE
(4) 3/4" Ø HEADED ANCHOR
RODS. EMBED. 1'-4" OR TO
WITHIN 3" OF BOTTOM OF
FOOTING
NOTE:LEVELING
PLATES ARE NOT
PERMITTED FINISHCOLUMNANCHOR BOLT
BASE PLATE
COLUMN
TABLE
SEESEE SCHEDULE"B"SEE SCHEDULE
"N"TABLESEE2" NON-SHRINK GROUT"t"ANCHOR
BOLT SIZE
HOLE Ø IN
BASE PL
EDGE DISTANCE
FROM CENTER LINE
OF BOLT HOLE
3/4" Ø
7/8" Ø
1" Ø
1-1/4" Ø
1-5/16" Ø
1-9/16" Ø
1-13/16" Ø
2-1/16" Ø
2-5/16" Ø1-1/2" Ø
2"
2"
2"
2-1/2"
2-1/2"
BOTTOM ELEVATION
OF BASE PLATE
BOTTOM ELEVATION
OF BASE PLATE
5/16
AT GRAVITY
COLUMNS
5/16
AT GRAVITY
COLUMNS
AT LATERAL
FRAME
COLUMNS
SHEAR LUG (IF SPECIFIED ON
COLUMN SCHEDULE). SEE
SCHEDULE
DEPTH OF SHEAR LUG. SEE
SCHEDULE
3-12
3-12SEE SCHEDULE
SEE SCHEDULE
COLUMN
BASE PLATE
(4) 3/4" Ø HEADED ANCHOR
RODS. EMBED. 1'-4" MAX. OR
TO
WITHIN 3" OF BOTTOM OF
FOOTING
NOTE:LEVELING PLATES
ARE NOT PERMITTED FINISHCOLUMNANCHOR BOLT
BASE PLATE
COLUMN
TABLE
SEETABLESEE BOTTOM ELEVATION
OF BASE PLATE
TOP OF FOOTING
PIER OR BUTTRESS
5/15 2" NON-SHRINK GROUT"t"6"3/4"3/4"
1 1/2"3"NOTE:
CLERESTORY COLUMN TO BE AESS TYPE 3
PROVIDE ADDITIONAL HORIZONTAL BAR ON
EACH SIDE OF THE BOXOUT. ADDITIONAL BAR
TO MATCH SIZE OF INTERRUPTED TOP MAT
BARS. LENGTH OF HORIZONTAL BAR TO
ALLOW FULL TENSION LAP SPLICE ON EITHER
SIDE OF BOXOUT.
PROVIDE HORIZONTAL BAR TO MATCH
HOOKED (INTERRUPTED) TOP
REINFORCEMENT SIZE, SPACING, AND
QUANTITY. BAR LENGTH TO ALLOW FULL
TENSION LAP SPLICE ON EITHER SIDE OF
BOX OUT
(4) 3/4" Ø HEADED ANCHOR
RODS. EMBED. 1'-4" MAX. OR TO
WITHIN 3" OF BOTTOM OF
FOOTING
NOTES:
1. SEE BASEPLATE SCHEDULE FOR BOTTOM OF
BASEPLATE ELEVATIONS. COORDINATE WITH TOP
OF MAT SLAB ELEVATIONS FOR LOCATIONS OF
COLUMNS REQUIRING RECESSES.
2. LEVELING PLATES ARE NOT PERMITTED.FINISHCOLUMNANCHOR BOLT
BASE PLATE
COLUMN
TABLE
SEETABLESEEBOTTOM ELEVATION
OF BASE PLATE
TOP OF FOOTING
PIER OR BUTTRESS
5/16 2" NON-SHRINK GROUT"t"BASE PLATE
HOOK TOP MAT SLAB REBAR AT
COLUMN BASEPLATE BOXOUT
COLUMN
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
As indicated
4/2/2018 10:49:49 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS604
04/06/18
BASE PLATE SCHEDULE
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
N.T.S.
TYPICAL BASE PLATE LAYOUTS
BASE PLATE SCHEDULE
LOCATION MARK COLUMN SECTION BP TYPE
SHEAR LUG
TYPE
BOTTOM OF
PLATE
J-7 W8x58 CBP-4 (none) 175' - 5"
J-8 W8x58 CBP-4 (none) 175' - 5"
J-9 W8x58 CBP-4 (none) 175' - 5"
J-10.4 W8x58 CBP-4 (none) 175' - 5"
J-12.3 W10x77 CBP-7 (none) 175' - 5"
J-13.5 W10x77 CBP-7 (none) 175' - 5"
J-13.8 HSS4x4x5/16 CBP-17 (none) 175' - 9"
J.4-14.2 W10x88 CBP-26 SL-3 175' - 11"
J.4-22.9 W10x88 CBP-26 SL-3 175' - 11"
J.5-2.5 W8x58 CBP-5 (none) 175' - 5"
J.5-15.7 HSS6x6x5/8 CBP-1 (none) 175' - 5"
J.5-17.4 HSS6x6x5/8 CBP-1 (none) 175' - 5"
J.5-18.7 HSS6x6x5/8 CBP-1 (none) 175' - 5"
J.5-20.1 HSS6x6x5/8 CBP-1 (none) 175' - 5"
J.5-21.3 HSS6x6x5/8 CBP-1 (none) 175' - 5"
J.7-14.2 W10x88 CBP-27 SL-4 175' - 11"
J.7-22.9 W10x88 CBP-27 SL-4 175' - 11"
J.8-14.2 W10x88 CBP-26 SL-3 175' - 11"
J.8-22.9 W10x88 CBP-26 SL-3 175' - 11"
J.9-14.2 W10x88 CBP-25 (none) 175' - 11"
J.9-22.9 W10x88 CBP-25 (none) 175' - 11"
BASE PLATE SCHEDULE
LOCATION MARK COLUMN SECTION BP TYPE
SHEAR LUG
TYPE
BOTTOM OF
PLATE
E.7-12 HSS10x4x5/8 CBP-11 (none) 175' - 5"
F-13.9 HSS12x6x1/2 CBP-16 (none) 175' - 7"
F-16 W10x77 CBP-6 (none) 175' - 5"
F-20 HSS10x6x5/8 CBP-15 (none) 175' - 5"
F-21 W10x77 CBP-21 SL-2 175' - 11"
F-22 W10x88 CBP-7 (none) 175' - 5"
F-24 W10x60 CBP-7 (none) 175' - 5"
F-25.4 W10x68 CBP-7 (none) 175' - 5"
F-27 W8x40 CBP-3 (none) 175' - 11"
F-28 W8x35 CBP-3 (none) 175' - 11"
F.3-1.7 W8x48 CBP-4 (none) 175' - 5"
F.3-2 W8x48 CBP-5 (none) 175' - 5"
F.3-2.7 W8x31 CBP-4 (none) 175' - 5"
F.3-3 W8x31 CBP-4 (none) 175' - 5"
F.3-4 W8x31 CBP-3 (none) 175' - 5"
F.9-5 W8x31 CBP-3 (none) 175' - 5"
F.9-6 W8x31 CBP-3 (none) 175' - 5"
F.9-7 W8x31 CBP-3 (none) 175' - 5"
F.9-8 W8x31 CBP-3 (none) 175' - 5"
F.9-9 W10x77 CBP-1 (none) 175' - 5"
F.9-11 W10x77 CBP-7 (none) 175' - 5"
F.9-24.5 W8x40 CBP-3 (none) 175' - 11"
F.9-25.4 W10x49 CBP-7 (none) 175' - 11"
F.9-27.3 W10x49 CBP-6 (none) 175' - 11"
F.9-28 W10x45 CBP-6 (none) 175' - 11"
G-13.1 W10x77 CBP-7 (none) 175' - 5"
G-13.5 W10x45 CBP-4 (none) 175' - 5"
H-14.2 W10x88 CBP-27 SL-4 175' - 11"
H-15.7 W14x211 CBP-23 SL-1 175' - 11"
H-17.8 W14x211 CBP-22 (none) 175' - 11"
H-19.4 W14x211 CBP-22 (none) 175' - 11"
H-20.5 W14x211 CBP-22 (none) 175' - 11"
H-21.4 W14x211 CBP-23 SL-1 175' - 11"
H-22.9 W10x88 CBP-27 SL-4 175' - 11"
H.7-14.2 W10x88 CBP-27 SL-4 175' - 11"
H.7-22.9 W10x88 CBP-27 SL-4 175' - 11"
J-1.7 W8x48 CBP-5 (none) 175' - 5"
J-2 W8x48 CBP-5 (none) 175' - 5"
J-2.7 W8x40 CBP-4 (none) 175' - 5"
J-3 W10x60 CBP-17 (none) 175' - 5"
J-5 W8x58 CBP-4 (none) 175' - 5"
J-6 W8x58 CBP-4 (none) 175' - 5"
BASE PLATE SCHEDULE
LOCATION MARK COLUMN SECTION BP TYPE
SHEAR LUG
TYPE
BOTTOM OF
PLATE
D-25.3 W10x49 CBP-7 (none) 175' - 5"
D-26.6 HSS14x6x1/2 CBP-17 (none) 175' - 11"
D-28 W8x24 CBP-3 (none) 174' - 5"
D-28.4 W10x49 CBP-6 (none) 174' - 5"
D.3-9 W12x106 CBP-8 (none) 175' - 5"
D.3-10 HSS10x4x5/8 CBP-12 (none) 175' - 5"
D.3-13 HSS10x4x5/8 CBP-11 (none) 175' - 5"
D.4-2.7 W8x31 CBP-3 (none) 175' - 5"
D.4-3 W8x31 CBP-3 (none) 175' - 5"
D.4-4 W8x40 CBP-3 (none) 175' - 5"
D.7-28 W8x24 CBP-3 (none) 174' - 5"
D.7-28.4 W10x45 CBP-6 (none) 174' - 5"
D.8-22 HSS14x6x1/2 CBP-17 (none) 175' - 5"
D.8-24 W10x88 CBP-29 (none) 175' - 11"
D.8-25.5 W10x88 CBP-7 (none) 175' - 11"
D.8-27 W10x54 CBP-7 (none) 175' - 11"
D.9-1.7 W8x48 CBP-4 (none) 175' - 5"
D.9-2 W8x48 CBP-5 (none) 175' - 5"
D.9-2.7 W8x31 CBP-4 (none) 175' - 5"
D.9-3 W8x31 CBP-4 (none) 175' - 5"
D.9-4 W8x31 CBP-3 (none) 175' - 5"
D.10-13.9 HSS8x6x5/8 CBP-8 (none) 175' - 7"
D.10-16 W10x77 CBP-6 (none) 175' - 11"
E-13.6 HSS6x6x1/2 CBP-1 (none) 175' - 5"
E-20 HSS8x6x1/2 CBP-14 (none) 175' - 5"
E-21 W10x77 CBP-20 (none) 175' - 11"
E-22 HSS12x6x5/8 CBP-16 (none) 175' - 5"
E-24 W10x88 CBP-29 (none) 175' - 5"
E-25.5 W10x88 CBP-7 (none) 175' - 5"
E-27 W10x49 CBP-7 (none) 175' - 11"
E.1-28 W8x24 CBP-3 (none) 174' - 5"
E.1-28.4 W10x45 CBP-6 (none) 174' - 5"
E.3(-2' - 2 7/8")-15(-5' - 6") HSS8x6x1/2 CBP-14 (none) 175' - 7"
E.3-10 HSS10x4x5/8 CBP-12 (none) 175' - 5"
E.3-13 HSS10x4x5/8 CBP-11 (none) 175' - 5"
E.5-2.7 W8x31 CBP-4 (none) 175' - 5"
E.5-3 W8x31 CBP-4 (none) 175' - 5"
E.5-4 W8x31 CBP-3 (none) 175' - 5"
E.7(1' - 3 1/2")-27 W8x28 CBP-3 (none) 175' - 11"
E.7(1' - 3 1/2")-28 W10x45 CBP-6 (none) 175' - 11"
E.7-9 W12x106 CBP-8 (none) 175' - 5"
E.7-11 HSS10x4x5/8 CBP-12 (none) 175' - 5"
BASE PLATE SCHEDULE
LOCATION MARK COLUMN SECTION BP TYPE
SHEAR LUG
TYPE
BOTTOM OF
PLATE
A.1-14.1 W10x88 CBP-25 (none) 176' - 0"
A.1-22.9 W10x88 CBP-25 (none) 176' - 0"
A.2-14.1 W10x88 CBP-27 SL-4 176' - 0"
A.2-22.9 W10x88 CBP-27 SL-4 176' - 0"
A.3-14.1 W10x88 CBP-24 (none) 176' - 0"
A.3-22.9 W10x88 CBP-24 (none) 176' - 0"
A.4-14.1 W10x88 CBP-27 SL-5 176' - 0"
A.4-22.9 W10x88 CBP-27 SL-4 176' - 0"
A.5-16.3 HSS10x4x1/4 CBP-28 (none) 175' - 6"
A.5-17.7 HSS10x4x1/4 CBP-28 (none) 175' - 6"
A.5-18.9 HSS10x4x1/4 CBP-28 (none) 175' - 6"
A.5-21.2(1' - 3 1/4") HSS10x4x1/4 CBP-28 (none) 175' - 6"
A.6-14.1 W10x88 CBP-27 SL-4 176' - 0"
A.6-22.9 W10x88 CBP-26 SL-3 176' - 0"
B-14.1 W10x88 CBP-25 (none) 175' - 11"
B-15.8 W14x211 CBP-23 SL-1 175' - 11"
B-17.5 W14x211 CBP-23 SL-1 175' - 11"
B-19 W14x211 CBP-23 SL-1 175' - 11"
B-20.5 W14x211 CBP-23 SL-1 175' - 11"
B-22.9 W10x88 CBP-25 (none) 175' - 11"
C-9 W8x48 CBP-13 (none) 187' - 7 3/4"
C-9.9 W8x48 CBP-13 (none) 186' - 2"
C-13.1 W8x48 CBP-13 (none) 186' - 2"
C-13.4 HSS5-1/2x5-1/2x1/4 CBP-13 (none) 187' - 7 3/4"
C-25 W10x45 CBP-6 (none) 175' - 11"
C-25.7 W10x45 CBP-6 (none) 175' - 11"
C-27.1 W10x49 CBP-6 (none) 175' - 11"
C-28 W10x45 CBP-6 (none) 175' - 11"
C-RB1(-1 1/2") W10x45 CBP-6 (none) 175' - 11"
C.9-11 HSS10x4x5/8 CBP-11 (none) 175' - 5"
C.9-12 HSS10x4x5/8 CBP-11 (none) 175' - 5"
D-13.6 HSS6x6x1/2 CBP-1 (none) 175' - 5"
D-13.9 HSS6x6x5/8 CBP-1 (none) 175' - 7"
D-15 HSS10x6x5/8 CBP-15 (none) 175' - 7"
D-16 HSS12x6x1/2 CBP-16 (none) 175' - 5"
D-17 W12x65 CBP-8 (none) 175' - 5"
D-18 W12x65 CBP-8 (none) 175' - 5"
D-19 W12x65 CBP-8 (none) 175' - 5"
D-20 HSS8x6x5/8 CBP-14 (none) 175' - 5"
D-21 HSS12x6x5/8 CBP-16 (none) 175' - 5"
D-22 W10x88 CBP-7 (none) 175' - 5"
D-24 W10x60 CBP-7 (none) 175' - 5"
BASE PLATE TYPE SCHEDULE
MARK
SIZE
THICKNESS BOLTS LAYOUT TYPE COMMENTSWIDTH LENGTH
CBP-1 13" 13" 1"
CBP-2 13" 13" 1" (4) 1"
CBP-3 15" 15" 1"
CBP-4 15" 15" 1 1/4"
CBP-5 15" 15" 1 1/2"
CBP-6 17" 17" 1 1/4"
CBP-7 17" 17" 1 1/2"
CBP-8 19" 19" 1 1/2"
CBP-9 21" 21" 1 1/4"
CBP-10 21" 21" 1 3/4"
CBP-11 11" 17" 1"
CBP-12 11" 17" 1" (4) 1"
CBP-13 12" 15" 1 1/2"
CBP-14 13" 15" 1 1/4"
CBP-15 13" 17" 1"
CBP-16 13" 19" 1 1/4"
CBP-17 13" 21" 1 1/4"
CBP-18 15" 25" 1 1/4"
CBP-19 15" 27" 1 1/4"
CBP-20 12" 14" 1 3/4" (8) 1" 1 (SEE NOTE 5)
CBP-21 17" 12" 2" (8) 1" 2 (SEE NOTE 5)
CBP-22 18" 18" 1 3/4" (4) 1" 3 (SEE NOTE 5)
CBP-23 38" 26" 2 3/4" (16) 1" 4 (SEE NOTE 5)
CBP-24 18" 13" 1 1/2" (8)1" 5 (SEE NOTE 5)
CBP-25 18" 13" 2" (8)1 1/4" 5 (SEE NOTE 5)
CBP-26 24" 13" 1 1/2" (8)1" 6 (SEE NOTE 5)
CBP-27 24" 13" 2 1/2" (8)1 1/4" 6 (SEE NOTE 5)
CBP-28 10" 16" 3/4"
CBP-29 17" 17" 1 3/4"
SHEAR LUG PLATE TYPE SCHEDULE
MARK WIDTH (B) DEPTH (D) THICKNESS (T)
FILLET WELD
THICKNESS
SL-1 25" 8 1/2" 2 3/4" 5/8"
SL-2 11" 5" 1 1/2" 3/8"
SL-3 11" 4 3/4" 1 1/2" 3/8"
SL-4 11" 8" 2 3/4" 5/8"
SL-5 11" 9 1/4" 3 1/4" 3/4"
NOTES:
1. WIDTH IS PERPENDICULAR TO BRACED FRAME.
2. STEEL TO BE GRADE A36 UNLESS NOTED OTHERWISE.
3. ALL SHEAR LUG PLATES TO BE CENTERED UNDER COLUMNS.
4. FILLET WELD OF SHEAR LUG TO BASE PLATE TO BE ALL
AROUND.
5. ANCHOR BOLT LENGTH SHALL BE EXTENDED TO WITHIN 3" OF
BOTTOM OF CONCRETE
6. IF LAYOUT TYPE AND BOLTS ARE NOT SPECIFIED, BASE
PLATE TO FOLLOW TYPICAL DETAIL.
N.T.S.
TYPICAL COLUMN BASE PLATE AT WIDE FLANGE COLUMN
N.T.S.
TYPICAL COLUMN BASE PLATE AT PIPE OR TUBE COLUMN
N.T.S.
TYPICAL CLERESTORY BUILT-UP COLUMN TYPE
N.T.S.
TYPICAL COLUMN BASE PLATE AT RECESSED BASE PLATE
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
1
3
3
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
3 3.28.18 PACKAGE 4 - ADDENDUM #1
W
WPC-2/PC-2A -E
21" MIN. @ 100T
(TYP.)
W
LPC-3/PC-3A
PILE CAP REINF.
(SEE SCHEDULE)
W
LPC-4
NOTE: FOR SIZE, DEPTH, REINFORCING AND PILE
ARRANGEMENTS SEE TYPICAL PILE CAP PLANS.
ISOLATION JOINT
AT COL. (SEE TYP.
S.O.G. DTL)
COLUMN,
SEE PLAN
6"
CONCRETE
SLAB
BASE PLATE, SEE
TYPICAL DETAIL
NON-SHRINK
GROUT, 2" MIN.DEPTHANCHOR BOLTS,
SEE TYPICAL
DETAIL
PILES
TYP.
3" MIN.6" MIN.3" CLR.T.O. SLAB
EL. SEE PLAN
T.O. EXIST MAT
EL. SEE PLAN
GRAVEL
CORROSION PROTECTION
FOR EXPOSED BAR, NUT,
PLATE. EPOXY PAINT OR
APPROVED EQUAL.
4" S.O.G.
PL 15"x15"x2" W/ 1" GROUT
EXISTING 24" MAT
WATERPROOFING
12"Ø CORE DRILL
THROUGH EXIST.
MAT SLAB FOR PILE
INSTALLATION
WATERSTOP
GROUT
SEE TYPICAL PILE DETAIL
FOR PILE INFORMATION
NOTES:
1. SEE ARCHITECTURAL DRAWINGS FOR WATERPROOFING REQUIREMENTS.
2. SEE TYPICAL PILE DETAIL THIS SHEET FOR PILE INFORMATION BELOW
STRUCTURE.
T.O. EXIST MAT
EL. SEE PLAN
PL 15"x15"x2" W/ 1" GROUT
EXISTING 24" MAT
WATERPROOFING
12"Ø CORE DRILL
THROUGH EXIST.
MAT SLAB FOR PILE
INSTALLATION
WATERSTOP
GROUT SEE TYPICAL PILE DETAIL
FOR PILE INFORMATION
NOTES:
1. SEE ARCHITECTURAL DRAWINGS FOR WATERPROOFING REQUIREMENTS.
2. SEE TYPICAL PILE DETAIL THIS SHEET FOR PILE INFORMATION BELOW STRUCTURE.
3. THIS INCLUDES THE PILES AT THE MECHANICAL TRENCH PILE CAPS SHOWN ON SHEET S10LL.
SEE PLAN FOR PILES REQUIRING TENSION
ENGAGEMENT IN PILE CAP. SEE TYPICAL PILE
DETAIL FOR REQUIREMENTS. EITHER LEAVE
6" EXTENSION OF ROD AT INITIAL PILE
INSTALLATION FOR FUTURE COUPLER
INSTALLATION, OR LEAVE FULL HEIGHT OF
ROD BASED ON PILE CAP REQUIREMENTS.
SEE PLAN FOR NEW PILE CAP
LOCATIONS AND REQUIREMENTS.
PILE CAPS TO BE INSTALLED
AFTER COMPLETION OF
DEMOLITION.
T.O. SLAB
EL. SEE PLAN
B.O. PILE CAP
EL. SEE PLAN
WATERPROOFING
SEE TYPICAL PILE DETAIL
FOR PILE INFORMATION
NOTES:
1. SEE ARCHITECTURAL DRAWINGS FOR WATERPROOFING REQUIREMENTS.
2. SEE TYPICAL PILE DETAIL THIS SHEET FOR PILE INFORMATION BELOW STRUCTURE.
PILE CAP. SEE
SCHEDULE FOR
DIMENSIONS.
T.O. SLAB
EL. SEE PLAN 8"SEE PLAN FOR NEW PILE CAP
LOCATIONS AND REQUIREMENTS.
PILE CAPS TO BE INSTALLED
AFTER COMPLETION OF
DEMOLITION.
1 -1/2"x8"x8" STEEL PLATE WITH NUT ON
TOP AND BOTTOM AT ALL UPLIFT PILES
INDICATED ON PLAN BY PILE NOTATION OR
PC#(T). WHERE PLATE IS NOT PROVIDED,
THREAD BAR SHALL BE DEVELOPED INTO
PILE CAP 24" MINIMUM ABOVE TOP OF PILE
CASING.6"3"NOTE: FOR SIZE, DEPTH, REINFORCING AND PILE
ARRANGEMENTS SEE TYPICAL PILE CAP PLANS.
ISOLATION JOINT
AT COLUMN (SEE
TYPICAL SLAB ON
GRADE DETAIL)COLUMN,
SEE PLAN
6"
3" CLR.
3" CLR.
CONCRETE
SLAB
BASE PLATE, SEE
TYPICAL DETAIL
NON-SHRINK
GROUT, 2" MIN. MIN.1' - 0" DEPTHANCHOR BOLTS,
SEE TYPICAL
DETAIL
PILES
TYP.
3" MIN.
90³ HOOK
NOTES:
1. FOR SIZE, DEPTH, REINFORCING AND PILE ARRANGEMENTS SEE TYPICAL PILE
CAP PLANS.
2. FOR TIES, VERTICAL BAR SPLICE AND DEVELOPMENT AND ADDITIONAL
INFORMATION SEE "TYPICAL DETAIL CONCRETE COLUMN".DEPTHISOLATION JOINT AT COLUMN (SEE
TYPICAL SLAB ON GRADE DETAIL)
DOWELS SAME SIZE AND NUMBER
AS COLUMN OR PIER
REINFORCEMENT ABOVE
COLUMN, PIER OR
BUTTRESS
3" CLR.
CONCRETE SLAB
.FOR VERTICAL BAR
SPLICE SEE "TYPICAL
DETAIL CONCRETE
COLUMN"
FOR VERTICAL BAR
DEVELOPMENT SEE
"TYPICAL DETAIL
CONCRETE
COLUMN"
90° HOOK
3" CLR.8"B.O. MAT SLAB
EL. SEE PLAN
WATERPROOFING
SEE TYPICAL PILE DETAIL
FOR PILE INFORMATION
NOTES:
1. SEE ARCHITECTURAL DRAWINGS FOR WATERPROOFING REQUIREMENTS.
2. SEE TYPICAL PILE DETAIL THIS SHEET FOR PILE INFORMATION BELOW STRUCTURE.
T.O. MAT SLAB
EL. SEE PLAN
8"1 -1/2"x8"x8" STEEL PLATE WITH NUT ON
TOP AND BOTTOM AT ALL UPLIFT PILES
INDICATED ON PLAN BY PILE NOTATION
6"3"NOTES:
1. DIMENSIONS SHOWN ARE APPROXIMATE AND ARE SUBJECT TO
CHANGE BASED UPON THE RESULTS OF FURTHER GEOTECHNICAL
INVESTIGATION, LOAD TESTING RESULTS AND FINAL DESIGN.
2. DIMENSIONS SHOWN ARE MINIMUMS AND SHALL BE DETERMINED BY
THE PILE CONTRACTOR.
3. CONTRACTOR SHALL SEAT PERMANENT CASING 1 FT MINIMUM INTO
COMPETENT BEDROCK. CONTRACTOR SHALL DETERMINE IF DEEPER
EMBEDMENT OF PERMANENT CASING INTO BEDROCK IS NECESSARY TO
PROVIDE A SEAL BETWEEN THE PERMANENT CASING AND THE
BEDROCK THAT IS SUFFICIENT TO PREVENT UNDERMINING BELOW OR
OVER-REAMING BEYOND THE PERMANENT CASING.
4. AT A MINIMUM, STEEL CASING SHALL CONFORM TO ASTM A252 AND
SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI.
5. AT A MINIMUM, STEEL REINFORCING BAR SHALL CONFORM TO ASTM
A615 GRADE 75.
6. SEE ARCHITECTURAL DRAWINGS FOR WATERPROOFING.
7. 5,000 PSI GROUT, TYPE II CEMENT.
8. SEE DETAILS THIS SHEET FOR PILE IN EXISTING/NEW STRUCTURE
∅8"
SECTION A
SECTION B
9.625" O.D PERMANENT STEEL
CASING
WITH 0.545" THICK WALL
5,000 PSI GROUT
9.625" O.D. PIPE WITH
0.545" WALL5,000 PSI GROUT
A
SEAT CASING IN SOUND
ROCK, MIN. 1' -0"
ELEVATION VARIES
5,000 PSI
GROUT
B
PILE TIP 8' -0"
BELOW
SURFACE OF ROCK,
ELEVATION VARIES
ROCK
CENTRALIZERS AT
10'-0" O/C (3 MIN. PER
PILE)
ASSUMED TOP OF
ROCK (ELEVATION
VARIES)
SOIL
2 1/4" DIAMETER (#18)
GRADE 75 THREAD BAR
7'-0" MIN. BOND LENGTH CONTRACTOR)(ACTUAL LENGTH TBD BY5'-0" MIN.CASED LENGTH VARIESAPPROX. 20'-0" TO 50'-0"2 1/4" DIAMETER (#18)
GRADE 75 THREAD BAR8"6"3" CL.PILE CAP
1 1/2"x8"x8" STEEL PLATE WITH NUT ON TOP
AND BOTTOM AT ALL UPLIFT PILES
INDICATED ON PLAN BY PILE NOTATION OR
PC# (T). WHERE PLATE IS NOT PROVIDED,
THREAD BAR SHALL BE DEVELOPED INTO
PILE CAP 24" MINIMUM ABOVE TOP OF PILE
CASING.
2 1/4" DIAMETER (#18)
GRADE 75 THREAD BAR
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
THE SEXTANT GROUP
244 MADISON AVENUE, SUITE 311
New York, NY 10013
As indicated
4/2/2018 10:49:53 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS605
04/06/18
PILE FOUNDATION DETAILS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
SILMAN #4786.0004786.000
PILE CAP SCHEDULE
MARK
SIZE
THICKNESS
BOTTOM REINFORCEMENT TOP REINFORCEMENT
REMARKSLENGTH WIDTH LONG WAY SHORT WAY LONG WAY SHORT WAY
PC-2 6' - 6" 3' - 6" 3' - 3" 6-#8 8-#8
PC-2(T) 6' - 6" 3' - 6" 3' - 3" 6-#8 8-#8 6-#8 8-#8 (T) INDICATES UPLIFT PILES/DETAIL REQUIRED
PC-2A 11' - 9" 3' - 6" 5' - 0" 9-#11 20-#8
PC-2B 7' - 10" 3' - 6" 3' - 6" 6-#8 9-#8
PC-2C 8' - 8" 3' - 6" 3' - 10" 8-#8 11-#8
PC-2D 11' - 6" 3' - 6" 4' - 8" 9-#11 20-#8
PC-2D(T) 11' - 6" 3' - 6" 4' - 0" 9-#11 20-#8 9-#11 20-#8 (T) INDICATES UPLIFT PILES/DETAIL REQUIRED
PC-2E 12' - 6" 3' - 6" 5' - 4" 8-#9 18-#9
PC-3(T) 6' - 2" 6' - 6" 3' - 0" 8-#8 8-#8 THREE WAY REINFORCEMENT ; (T) INDICATES UPLIFT
PILES/DETAIL REQUIRED
PC-3A 10' - 0" 11' - 0" 3' - 10" 12-#10 12-#10 THREE WAY REINFORCEMENT
PC-4(T) 6' - 6" 6' - 6" 2' - 8" 8-#8 8-#8 8-#8
N.T.S.
TYPICAL PILE CAP PLANS
N.T.S.
TYPICAL STEEL COLUMN ON PILE SUPPORTED MAT
N.T.S.
TYPICAL LEVEL LL TENSION-ONLY PILE (NOT AT PILE CAP)
N.T.S.
TYPICAL LEVEL LL PILE AT PILE CAP
N.T.S.
TYPICAL LEVEL G PILE DETAIL
N.T.S.
TYPICAL STEEL COLUMN ON PILE CAP
N.T.S.
TYPICAL PILE CAP AT CONCRETE COLUMN
N.T.S.
TYPICAL LEVEL G AREAWAY PILE DETAIL
1
2
N.T.S.
TYPICAL PILE DETAIL
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
GENERAL NOTES:DEMOLITION NOTES:EROSION AND SEDIMENT CONTROL NOTES:UTILITY NOTES:EARTH MOVING AND GRADING NOTES:ABBREVIATIONSPROPOSED LEGENDTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION102/09/18PACKAGE 3 - ADDENDUM #2203/23/18PACKAGE 4 - ADDENDUM #1C-100NOTES, LEGEND, ANDABBREVIATIONSN/A
ALUMNAEGYMNASIUMNEILSON LIBRARYWRIGHT HALLBASS HALLGREEN STREETANNEXYOUNG SCIENCELIBRARYLAWRENCEHOUSEHUBBARDHOUSEWASHBURNHOUSESEELYE HALLHATFIELD HALLBURTON HALLGREEN STREETSEELYE DRIVENEILSON DRIVEMCCONNELL HALLMORRIS HOUSEBREAKER.PANEL WITH SPACE. PROVIDE NEW 20A-1P CIRCUIT2#10, 1#10 GND., 3/4"C. TO EXISTING CLOSET 120V.WIRING TO EMS CONTROL PANEL3/4" C. FOR TEMP. CONTROLNEILSON LIBRARYALUMNAE GYMLAWRENCEYOUNGBASSWRIGHTHATFIELDWASHBURNHUBBARDSEELYEBURTONMORRISBURTON LAWNSUNKENCOURTTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION102/09/18PACKAGE 3 - ADDENDUM #2203/23/18PACKAGE 4 - ADDENDUM #1SITE UTILITYDEMOLITION PLANC-2001"=20'
ALUMNAEGYMNASIUMNEILSON LIBRARYWRIGHT HALLBASS HALLGREEN STREETANNEXYOUNG SCIENCELIBRARYLAWRENCEHOUSEHUBBARDHOUSEWASHBURNHOUSESEELYE HALLHATFIELD HALLBURTON HALLSEELYE DRIVENEILSON DRIVEMCCONNELL HALLMORRIS HOUSEBREAKER.PANEL WITH SPACE. PROVIDE NEW 20A-1P CIRCUIT2#10, 1#10 GND., 3/4"C. TO EXISTING CLOSET 120V.WIRING TO EMS CONTROL PANEL3/4" C. FOR TEMP. CONTROLNEILSON LIBRARYALUMNAE GYMLAWRENCEYOUNGBASSWRIGHTHATFIELDWASHBURNHUBBARDSEELYEBURTONMORRISBURTON LAWNSUNKENCOURTTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION102/09/18PACKAGE 3 - ADDENDUM #2203/23/18PACKAGE 4 - ADDENDUM #1C-300EROSION ANDSEDIMENTATION CONTROLPLAN1"=20'
BREAKER.PANEL WITH SPACE. PROVIDE NEW 20A-1P CIRCUIT2#10, 1#10 GND., 3/4"C. TO EXISTING CLOSET 120V.WIRING TO EMS CONTROL PANEL3/4" C. FOR TEMP. CONTROLTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION102/09/18PACKAGE 3 - ADDENDUM #2203/23/18PACKAGE 4 - ADDENDUM #1C-400ROADWAY LAYOUTMATERIAL PLAN1"=20'
BREAKER.PANEL WITH SPACE. PROVIDE NEW 20A-1P CIRCUIT2#10, 1#10 GND., 3/4"C. TO EXISTING CLOSET 120V.WIRING TO EMS CONTROL PANEL3/4" C. FOR TEMP. CONTROLNEILSON LIBRARYALUMNAE GYMLAWRENCEYOUNGBASSWRIGHTHATFIELDWASHBURNHUBBARDSEELYEBURTONMORRISBURTON LAWNSUNKENCOURT170171174169 170171169176169170170172169
175172192191191193180181182183193191 170171172171170173174175176177177178179175173184
184168169169169169 169169169169169169
1701781
9
2
190192192193174173172168174190187+ 188.53+ 189.13192+ 190.53+ 191.13183182187
.
30 181180179178.31
176.92186.1
3
18318218118017917817717817717617217317117016917318
0
.
8
7181.4
1
182
.56183.
1
0
179
.74179.2
0 178.
0
6
177
.52
176
.
37
17
5
.
83
186
.
71
184
.3
8
185
.
5
5
18
4
.
96
180176190189190176174175186181177185175184176175185183186187188189175174172177175179173170170171172177
191191192193194194188193194194195195193190190184
185
175186187+ 186.54+ 187.14177176172174173177171173191170191189179191190189191190171172172173170171174169176195195192169178169169177181180182183184169170170171170170177THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION102/09/18PACKAGE 3 - ADDENDUM #2203/23/18PACKAGE 4 - ADDENDUM #1C-500ROADWAY GRADING PLAN1"=20'
BREAKER.PANEL WITH SPACE. PROVIDE NEW 20A-1P CIRCUIT2#10, 1#10 GND., 3/4"C. TO EXISTING CLOSET 120V.WIRING TO EMS CONTROL PANEL3/4" C. FOR TEMP. CONTROLNEILSON LIBRARYALUMNAE GYMLAWRENCEYOUNGBASSWRIGHTHATFIELDWASHBURNHUBBARDSEELYEBURTONMORRISBURTON LAWNSUNKENCOURTTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION102/09/18PACKAGE 3 - ADDENDUM #2203/23/18PACKAGE 4 - ADDENDUM #1C-600SITE UTILITY PLAN1"=20'
PV - (8)THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION102/09/18PACKAGE 3 - ADDENDUM #2203/23/18PACKAGE 4 - ADDENDUM #1C-700DRAIN PLAN & PROFILE1"=20'
EROSION CONTROL BARRIER CSECTIONSUPER SILT FENCEELEVATIONSECTION ATYPICAL SECTIONWATTLE DETAILISOMETRIC VIEWCROSS SECTIONVEE DITCHCROSS SECTIONTRAPEZOIDAL DITCH···WATTLES - STEEP SLOPE PROTECTIONEROSION CONTROL BARRIERINSERT APLAN VIEWSLOPEINSTALLATIONTEMPORARY EROSION CONTROLBLANKET FOR STEEP SLOPES DETAILRIP-RAP CHECK DAMSECTION A-ASILT FENCE CULVERTINLET PROTECTIONCATCH BASIN W/ SILTATION SACKINLET PROTECTION····WATTLES - SLOPE PROTECTION FORSLOPES LESS THAN 10:1SECTIONPLANPLAN VIEWSECTION A-ASIDE ELEVATIONSECTION B-BSTABILIZED CONSTRUCTION ENTRANCEPERSPECTIVE VIEWSECTIONPERIMETER PROTECTION BARRIERPERSPECTIVE VIEWSECTIONSILT FENCE DETAIL WITH WATTLESPERIMETER PROTECTION BARRIER···SILT FENCE DETAILBALLAST BASETEMPORARY CONSTRUCTIONCHAIN LINK FENCE WITH BALLAST BASEELEVATIONSECTION A-ASECTION A-AELEVATIONCHAIN LINK CONSTRUCTION FENCEDOUBLE GATE ELEVATIONGATE PLAN24' WIDE DOUBLE GATESINGLE GATE ELEVATIONGATE PLAN12' WIDE EMERGENCY GATECONSTRUCTION FENCECONSTRUCTION FENCETHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION102/09/18PACKAGE 3 - ADDENDUM #2203/23/18PACKAGE 4 - ADDENDUM #1C-800 DETAILSNOT TO SCALE
STANDARD TRENCH DETAILFOR UTILITY PIPETYPICAL SEWER MANHOLE DETAILTYPICAL DRAIN MANHOLE DETAILTYPICAL CATCH BASIN DETAILTHRUST BLOCK DETAILSPLANPLANPLANCONNECTION TO EXISTING WATER SERVICEWATER TRENCH DETAILWATER QUALITY STRUCTURE DETAILCATCH BASIN CONVERSION TODRAIN MANHOLE DETAILMANHOLE OVER 16 FEET DEEPUNDERDRAIN DETAILSECTION VIEW24" ACCESS BASIN (AB#214) DETAILSOLID COVER12" AREA DRAIN DETAILDOMED GRATESECTION VIEW15" AREA DRAIN DETAILSECTION VIEWPEDESTRIAN GRATE (ADA COMPLIANT)STEAM UNDERDRAIN TO STEAM VAULT #2DRAIN CONNECTIONTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION102/09/18PACKAGE 3 - ADDENDUM #2203/23/18PACKAGE 4 - ADDENDUM #1C-801 DETAILSNOT TO SCALE
ACCESSIBLE PARKING DETAILACCESSIBLE PARKING STENCIL DETAILTYPICAL PARKING STRIPING DETAILHANDICAPPED PARKING SIGNAGE DETAILHOT MIX ASPHALT PAVING (TWO COURSES) DETAILVEHICULAR VERTICAL GRANITECURB SETTING DETAILTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION102/09/18PACKAGE 3 - ADDENDUM #2203/23/18PACKAGE 4 - ADDENDUM #1C-802DETAILSNOT TO SCALE
GENERAL NOTES FOR ENABLING:DEMOLITION NOTES FOR ENABLING:EROSION AND SEDIMENT CONTROL NOTES FOR ENABLING:UTILITY NOTES FOR ENABLING:EARTH MOVING AND GRADING NOTES FOR ENABLING:ABBREVIATIONSPROPOSED LEGENDENABLING NOTES:NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONA/V, ACOUSTICS, IT, AND SECURITY CONSULTANTThe Sextant GroupSUSTAINABILITY CONSULTANTTranssolar Inc.STRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman Associates2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210220 East 23rd StreetSuite 403New York, NY 10010244 Madison AvenueSuite 311New York, NY 100164786.000E X-XX01/13/2017NEILSON LIBRARYSmith CollegeNEILSON LIBRARY
Northampton, MASITE ENABLINGNO.DATEDESCRIPTIONE C-100NOTES, LEGEND, ANDABBREVIATIONSN/ACONFORMANCE SET04/06/2018
ALUMNAEGYMNASIUMNEILSON LIBRARYWRIGHT HALLBASS HALLGREEN STREETANNEXYOUNG SCIENCELIBRARYLAWRENCEHOUSEHUBBARDHOUSEWASHBURNHOUSESEELYE HALLHATFIELD HALLSEELYE DRIVENEILSON DRIVEMCCONNELL HALLMORRIS HOUSEBREAKER.PANEL WITH SPACE. PROVIDE NEW 20A-1P CIRCUIT2#10, 1#10 GND., 3/4"C. TO EXISTING CLOSET 120V.WIRING TO EMS CONTROL PANEL3/4" C. FOR TEMP. CONTROLNEILSON LIBRARYALUMNAE GYMLAWRENCEYOUNGBASSWRIGHTHATFIELDWASHBURNHUBBARDSEELYEBURTONMORRISBURTON LAWNSUNKENCOURTNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONA/V, ACOUSTICS, IT, AND SECURITY CONSULTANTThe Sextant GroupSUSTAINABILITY CONSULTANTTranssolar Inc.STRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman Associates2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210220 East 23rd StreetSuite 403New York, NY 10010244 Madison AvenueSuite 311New York, NY 100164786.000E X-XX01/13/2017NEILSON LIBRARYSmith CollegeNEILSON LIBRARY
Northampton, MASITE ENABLINGNO.DATEDESCRIPTIONE C-200SITE UTILITY DEMOLITIONAND EROSION CONTROLPLAN1"=20'1BULLETIN #104/17/17CONFORMANCE SET04/06/2018
ALUMNAEGYMNASIUMNEILSON LIBRARYWRIGHT HALLBASS HALLGREEN STREETANNEXYOUNG SCIENCELIBRARYLAWRENCEHOUSEHUBBARDHOUSEWASHBURNHOUSESEELYE HALLHATFIELD HALLCHAPIN HOUSESEELYE DRIVENEILSON DRIVEMCCONNELL HALLMORRIS HOUSEBREAKER.PANEL WITH SPACE. PROVIDE NEW 20A-1P CIRCUIT2#10, 1#10 GND., 3/4"C. TO EXISTING CLOSET 120V.WIRING TO EMS CONTROL PANEL3/4" C. FOR TEMP. CONTROLNEILSON LIBRARYALUMNAE GYMLAWRENCEYOUNGBASSWRIGHTHATFIELDWASHBURNHUBBARDSEELYEBURTONMORRISBURTON LAWNSUNKENCOURTNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONA/V, ACOUSTICS, IT, AND SECURITY CONSULTANTThe Sextant GroupSUSTAINABILITY CONSULTANTTranssolar Inc.STRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman Associates2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210220 East 23rd StreetSuite 403New York, NY 10010244 Madison AvenueSuite 311New York, NY 100164786.000E X-XX01/13/2017NEILSON LIBRARYSmith CollegeNEILSON LIBRARY
Northampton, MASITE ENABLINGNO.DATEDESCRIPTIONE C-300SITE ENABLINGUTILITY PLAN1"=20'03/23/17BULLETIN #2 R1103/30/17RFI#132CONFORMANCE SET04/06/2018
ALUMNAEGYMNASIUMNEILSON LIBRARYWRIGHT HALLGREEN STREETANNEXLAWRENCEHOUSEWASHBURNHOUSEHATFIELD HALLNEILSON LIBRARYALUMNAE GYMLAWRENCEWRIGHTHATFIELDWASHBURNSUNKENCOURTNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONA/V, ACOUSTICS, IT, AND SECURITY CONSULTANTThe Sextant GroupSUSTAINABILITY CONSULTANTTranssolar Inc.STRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman Associates2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210220 East 23rd StreetSuite 403New York, NY 10010244 Madison AvenueSuite 311New York, NY 100164786.000E X-XX01/13/2017NEILSON LIBRARYSmith CollegeNEILSON LIBRARY
Northampton, MASITE ENABLINGNO.DATEDESCRIPTIONE C-400STEAM PLAN & PROFILEAS NOTED03/23/17BULLETIN #2 R11CONFORMANCE SET04/06/2018
ALUMNAEGYMNASIUMNEILSON LIBRARYWRIGHT HALLGREEN STREETANNEXLAWRENCEHOUSEWASHBURNHOUSEHATFIELD HALLNEILSON LIBRARYALUMNAE GYMLAWRENCEWRIGHTHATFIELDWASHBURNSUNKENCOURTNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONA/V, ACOUSTICS, IT, AND SECURITY CONSULTANTThe Sextant GroupSUSTAINABILITY CONSULTANTTranssolar Inc.STRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman Associates2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210220 East 23rd StreetSuite 403New York, NY 10010244 Madison AvenueSuite 311New York, NY 100164786.000E X-XX01/13/2017NEILSON LIBRARYSmith CollegeNEILSON LIBRARY
Northampton, MASITE ENABLINGNO.DATEDESCRIPTIONE C-401STEAM PLAN & PROFILEAS NOTEDCONFORMANCE SET04/06/2018
ALUMNAEGYMNASIUMNEILSON LIBRARYWRIGHT HALLHUBBARDWASHBURNHOUSEHATFIELD HALLNEILSON DRIVENEILSON LIBRARYALUMNAE GYMHATFIELDWASHBURNSUNKENCOURTTELECOM SOUTHNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONA/V, ACOUSTICS, IT, AND SECURITY CONSULTANTThe Sextant GroupSUSTAINABILITY CONSULTANTTranssolar Inc.STRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman Associates2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210220 East 23rd StreetSuite 403New York, NY 10010244 Madison AvenueSuite 311New York, NY 100164786.000E X-XX01/13/2017NEILSON LIBRARYSmith CollegeNEILSON LIBRARY
Northampton, MASITE ENABLINGNO.DATEDESCRIPTIONE C-402TELECOM PLAN & PROFILEAS NOTEDBULLETIN #1104/17/17CONFORMANCE SET04/06/2018
ALUMNAEGYMNASIUMNEILSON LIBRARYWRIGHT HALLHUBBARDWASHBURNHOUSEHATFIELD HALLNEILSON DRIVENEILSON LIBRARYALUMNAE GYMHATFIELDWASHBURNSUNKENCOURTTELECOM NORTHNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONA/V, ACOUSTICS, IT, AND SECURITY CONSULTANTThe Sextant GroupSUSTAINABILITY CONSULTANTTranssolar Inc.STRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman Associates2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210220 East 23rd StreetSuite 403New York, NY 10010244 Madison AvenueSuite 311New York, NY 100164786.000E X-XX01/13/2017NEILSON LIBRARYSmith CollegeNEILSON LIBRARY
Northampton, MASITE ENABLINGNO.DATEDESCRIPTIONE C-403TELECOM PLAN & PROFILEAS NOTEDBULLETIN #1104/17/17CONFORMANCE SET04/06/2018
ALUMNAEGYMNASIUMNEILSON LIBRARYWRIGHT HALLHUBBARDHOUSEWASHBURNHOUSESEELYE HALLHATFIELD HALLSEELYE DRIVENEILSON DRIVEBREAKER.PANEL WITH SPACE. PROVIDE NEW 20A-1P CIRCUIT2#10, 1#10 GND., 3/4"C. TO EXISTING CLOSET 120V.WIRING TO EMS CONTROL PANEL3/4" C. FOR TEMP. CONTROLNEILSON LIBRARYALUMNAE GYMWRIGHTHATFIELDWASHBURNHUBBARDSEELYESUNKENCOURTELECTRIC SOUTHPV - (14)NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONA/V, ACOUSTICS, IT, AND SECURITY CONSULTANTThe Sextant GroupSUSTAINABILITY CONSULTANTTranssolar Inc.STRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman Associates2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210220 East 23rd StreetSuite 403New York, NY 10010244 Madison AvenueSuite 311New York, NY 100164786.000E X-XX01/13/2017NEILSON LIBRARYSmith CollegeNEILSON LIBRARY
Northampton, MASITE ENABLINGNO.DATEDESCRIPTIONE C-404ELECTRIC PLAN & PROFILEAS NOTEDBULLETIN #1104/17/17CONFORMANCE SET04/06/2018
CHILLED WATER NORTHALUMNAEGYMNASIUMNEILSON LIBRARYWRIGHT HALLWASHBURNHOUSEHATFIELD HALLNEILSON DRIVENEILSON LIBRARYALUMNAE GYMWRIGHTHATFIELDWASHBURNSUNKENCOURTNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONA/V, ACOUSTICS, IT, AND SECURITY CONSULTANTThe Sextant GroupSUSTAINABILITY CONSULTANTTranssolar Inc.STRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman Associates2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210220 East 23rd StreetSuite 403New York, NY 10010244 Madison AvenueSuite 311New York, NY 100164786.000E X-XX01/13/2017NEILSON LIBRARYSmith CollegeNEILSON LIBRARY
Northampton, MASITE ENABLINGNO.DATEDESCRIPTIONE C-405CHILLED WATERPLAN & PROFILEAS NOTEDBULLETIN #1104/17/17CONFORMANCE SET04/06/2018
EROSION CONTROL BARRIER CSECTIONSUPER SILT FENCEELEVATIONSECTION ATYPICAL SECTIONWATTLE DETAILISOMETRIC VIEWCROSS SECTIONVEE DITCHCROSS SECTIONTRAPEZOIDAL DITCH···WATTLES - STEEP SLOPE PROTECTIONEROSION CONTROL BARRIER DINSERT APLAN VIEWSLOPEINSTALLATIONTEMPORARY EROSION CONTROLBLANKET FOR STEEP SLOPES DETAILRIP-RAP CHECK DAMSECTION A-ASILT FENCE CULVERTINLET PROTECTIONCATCH BASIN W/ SILTATION SACKINLET PROTECTION 2····WATTLES - SLOPE PROTECTION FORSLOPES LESS THAN 10:1SECTIONPLANSECTION A-APLANCATCH BASIN W/ BLOCK AND GRAVELINLET PROTECTION 3PLAN VIEWSECTION A-ASIDE ELEVATIONSECTION B-BSTABILIZED CONSTRUCTION ENTRANCECATCH BASIN W/ GRAVELINLET PROTECTION 1PERSPECTIVE VIEWSECTIONPERIMETER PROTECTION BARRIER APERSPECTIVE VIEWSECTIONSILT FENCE DETAIL WITH WATTLESPERIMETER PROTECTION BARRIER B···SILT FENCE DETAILNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONA/V, ACOUSTICS, IT, AND SECURITY CONSULTANTThe Sextant GroupSUSTAINABILITY CONSULTANTTranssolar Inc.STRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman Associates2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210220 East 23rd StreetSuite 403New York, NY 10010244 Madison AvenueSuite 311New York, NY 100164786.000E X-XX01/13/2017NEILSON LIBRARYSmith CollegeNEILSON LIBRARY
Northampton, MASITE ENABLINGNO.DATEDESCRIPTIONE C-500 DETAILSNOT TO SCALECONFORMANCE SET04/06/2018
BALLAST BASETEMPORARY CONSTRUCTIONCHAIN LINK FENCE WITH BALLAST BASEELEVATIONSECTION A-ASECTION A-AELEVATIONCHAIN LINK CONSTRUCTION FENCEDOUBLE GATE ELEVATIONGATE PLAN24' WIDE DOUBLE GATESINGLE GATE ELEVATIONGATE PLAN12' WIDE EMERGENCY GATESTANDARD TRENCH DETAILFOR UTILITY PIPETYPICAL DRAIN MANHOLE DETAILTHRUST BLOCK DETAILSPLANPLANPLANCONNECTION TO EXISTING WATER SERVICESTEAM AND CHILLED WATERTRENCH UNDERDRAIN DETAILWATER TRENCH DETAILTYPICAL CATCH BASIN DETAILNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONA/V, ACOUSTICS, IT, AND SECURITY CONSULTANTThe Sextant GroupSUSTAINABILITY CONSULTANTTranssolar Inc.STRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman Associates2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210220 East 23rd StreetSuite 403New York, NY 10010244 Madison AvenueSuite 311New York, NY 100164786.000E X-XX01/13/2017NEILSON LIBRARYSmith CollegeNEILSON LIBRARY
Northampton, MASITE ENABLINGNO.DATEDESCRIPTIONE C-501 DETAILS NOT TO SCALECONFORMANCE SET04/06/2018
ALUMNAE GYM
LAWRENCE
YOUNG
BASS
WRIGHT
HATFIELD
WASHBURN
HUBBARD
SEELYE
BURTON
MORRIS
BURTON LAWN
192' - 2"
191' - 9"
NEILSON LIBRARY
MEGA PAD
SCALE:
0 20 402010
1" = 20'
1" = 20'-0"
D L-100
Tree Protection Plan
NEILSON LIBRARYEXISTING TREES TO PROTECT
TREES TRANSPLANTED DURING
ENABLING PHASE
EXISTING TREES
TREES REMOVED DURING
ENABLING PHASE
TREE PROTECTION FENCE
WITH 36" GATE
PREVIOUS ROOT PRUNE / AIR SPADE
BY OWNER
LEGEND
·Prior to installation of tree protection fencing:
1.Stake the locations of all utilities to be installed in the contract with depths of trenching indicated on the stakes.
2.Review the alignment with the Owner and Landscape Architect.
3.Make revisions to the alignment and/or location of tree protection fencing as directed.
4.Install fencing and signage as indicated on the drawings without vehicles in the protection zones.
·During Construction:
1.Maintain fencing for the duration of the construction.
2.Keep all construction activity (including parking of vehicles, storage of materials, dumping of waste materials etc.) out of the fenced in areas for the duration of the construction
3.Instruct all construction personnel in the site rules concerning tree protection and the importance of the tree collection to the Owner.
4.Cooperate with the Owner's maintenance of the trees for the duration of the construction.
TREE PROTECTION NOTES:
TREES TO BE REMOVE AFTER
ENABLING PHASE
1" = 20'-0"
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
04/06/2018
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
3/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
NO.DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
RED COLORED TEXT TYP.
FONT TO MATCH ABOVE
24"18"GRAPHICS PROVIDED BY OWNER
PHONE NUMBER PROVIDED BY OWNER
VARIES
4786.000
D L-101
Tree Protection Details
NEILSON LIBRARYSCALE: 11
2" = 1'-0"
6' CHAIN LINK FENCE1
8' TYPICAL
CL3"6'ANGLE POINT OR END PANELS SHALL BE A MINIMUM 6' LENGTH.
NOTE: ALL STEEL SHALL BE GALVANIZED. THERE SHALL BE 1-1/2"
MAXIMUM CLEARANCE BETWEEN ALL TENSION BARS AND POSTS.
TENSION BAR
2-1/4"Ø LINE POSTS
1-5/8"Ø BOTTOM RAIL BEHIND
TENSION BANDS 12" O.C.
3"Ø END POSTS SET PLUMB, TYPICAL
2" GALVANIZED STEEL FABRIC
FG
GALV. TOP WIRE
3' TALL FILTER FABRIC
SIGN
CONSTRUCTION ZONE TREE PROTECTION ZONE
TREE PROTECTION FENCE LINE
GALVANIZED STEEL FABRIC
POSTS DRIVEN INTO GROUND
36" TALL FILTER FABRIC FASTEN TO FABRIC
SIGN
BOTTOM RAIL
GALV. TOP WIRE
CL
2
E L-101
2
E L-101
WATTLE STAKED IN POSITION
9" DIAMETER STRAW WADDLE WITH WOODEN STAKES 4' O.C.
NTS
SIGN2
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
04/06/2018
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
3/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
NO.DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
189.0'±CHW INV.190.0'±INV.NEILSON LIBRARYALUMNAE GYMLAWRENCEYOUNGBASSWRIGHTHATFIELDWASHBURNHUBBARDSEELYEBURTONMORRISBURTON LAWN11111111111SCALE:0204020101" = 20'1" = 20'-0"E L-100EnablingTree Protection PlanNEILSON LIBRARY
EXISTING TREES TO PROTECTTREES TO REMOVEEXISTING TREESEXISTING TREES TO TRANSPLANTNEW LOCATIONS BY OWNERTREE PROTECTION FENCEWITH 36" GATEPREVIOUS ROOT PRUNE / AIR SPADEBY OWNERLEGEND·Prior to installation of tree protection fencing:1.Stake the locations of all utilities to be installed in the contract with depths of trenching indicated on the stakes.2.Review the alignment with the Owner and Landscape Architect.3.Make revisions to the alignment and/or location of tree protection fencing as directed.4.Install fencing and signage as indicated on the drawings without vehicles in the protection zones.·During Construction:1.Maintain fencing for the duration of the construction.2.Keep all construction activity (including parking of vehicles, storage of materials, dumping of waste materials etc.) out of the fenced in areas for the duration of the construction3.Instruct all construction personnel in the site rules concerning tree protection and the importance of the tree collection to the Owner.4.Cooperate with the Owner's maintenance of the trees for the duration of the construction.TREE PROTECTION NOTES:LIMIT OF WORK01/13/2017THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #116/15/2017CHANGES FROM RFI 025
RED COLORED TEXT TYP.
FONT TO MATCH ABOVE
24"18"GRAPHICS PROVIDED BY OWNER
PHONE NUMBER PROVIDED BY OWNER
VARIES
EL-101
Tree Protection Details
SCALE: 11
2" = 1'-0"
6' CHAIN LINK FENCE1
8' TYPICAL
CL3"6'ANGLE POINT OR END PANELS SHALL BE A MINIMUM 6' LENGTH.
NOTE: ALL STEEL SHALL BE GALVANIZED. THERE SHALL BE 1-1/2"
MAXIMUM CLEARANCE BETWEEN ALL TENSION BARS AND POSTS.
TENSION BAR
2-1/4"Ø LINE POSTS
1-5/8"Ø BOTTOM RAIL BEHIND
TENSION BANDS 12" O.C.
3"Ø END POSTS SET PLUMB, TYPICAL
2" GALVANIZED STEEL FABRIC
FG
GALV. TOP WIRE
3' TALL FILTER FABRIC
SIGN
CONSTRUCTION ZONE TREE PROTECTION ZONE
TREE PROTECTION FENCE LINE
GALVANIZED STEEL FABRIC
POSTS DRIVEN INTO GROUND
36" TALL FILTER FABRIC FASTEN TO FABRIC
SIGN
BOTTOM RAIL
GALV. TOP WIRE
CL
2
E L-101
2
E L-101
WATTLE STAKED IN POSITION
9" DIAMETER STRAW WADDLE WITH WOODEN STAKES 4' O.C.
NTS
SIGN2
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
04/06/2018
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
3/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
NO.DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #116/15/2017 CHANGES FROM RFI 025
175' - 11"175' - 4"177' - 6"179' - 0"175' - 11"165' - 0"165' - 10"159' - 5"LEVEL LLLEVEL G188' - 0"LEVEL 1BURTON LAWNNEILSON LAWNNEILSON LIBRARYALUMNAE GYMWASHBURNLAWRENCEHOUSEYOUNGSCIENCE LIBRARYBASSHALLMORRISHOUSEMCCONNELLHALLBURTON HALLWRIGHT HALLHATFIELD HALLHUBBARD HOUSESEELYE HALLGREEN STREETPARKINGNEILSON DRIVESUNKENCOURTYARDFUTURE LIMITFUTURE LIMIT LIMIT OFWORKLIMIT OF WORKLIMIT OF WORKFUTURE LIMITFUTURE LIMITFUTURE LIMITFUTURE LIMITLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT
O
F
W
O
R
KLIMIT OF WORKFU
TUR
E
L
IM
I
T
POST AND CHAIN FENCE TOBE SALVAGED FOR REUSEPOST AND CHAINFENCE TO BESALVAGEDFOR REUSEPOST AND CHAIN FENCE TOBE SALVAGED FOR REUSEPOST AND CHAIN FENCE TOBE SALVAGED FOR REUSEPOST AND CHAIN FENCE TOBE SALVAGED FOR REUSEPOST AND CHAIN FENCE TOBE SALVAGED FOR REUSESTONE WALL CLADDINGTO BE SALVAGEDFOR REUSESTONE WALL CLADDINGTO BE SALVAGED FORREUSESALVAGE GRANITEPOST FOR REUSESTONE STEPS AND LANDINGTO BE SALVAGED FORRE-USE. COLUMNS TOREMAIN.COLUMNS TO REMAIN.SEE ARCH.EXISTING LIGHT POLE FOOTINGTO REMAIN FOR REUSEEXISTING LIGHT POLEFOOTING TOREMAIN FOR REUSEEXISTING LIGHT POLEFOOTING TO REMAINFOR REUSEEXISTING LIGHTPOLE FOOTINGTO REMAINFOR REUSEEXISTING LIGHT POLEFOOTING TO REMAINFOR REUSEPOST AND CHAIN FENCE TOBE SALVAGED FOR REUSEEXISTING LIGHT POLEFOOTING TO REMAINFOR REUSEEXISTING LIGHT POLEFOOTING TO REMAINFOR REUSEEXISTING LIGHT POLEFOOTING TO REMAINFOR REUSESAW CUT WALK TYP.SAW CUT WALK TYP.SAW CUT WALK TYP.SAW CUT WALK TYP.THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-000DEMOLITION & SALVAGEPLAN1" = 20'-0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1LEGEND05102040·SALVAGE AND STOCKPILE POST AND CHAIN FENCE WHERE NOTED FOR FUTURE REUSE·SALVAGE AND STOCKPILE STONE VENEER ON WALLS WHERE NOTED FOR FUTURE REUSE·SALVAGE GRANITE POST ON GREEN STREET TO BE REUSED IN FENCE EXTENSIONSALVAGE NOTES:POST AND CHAIN FENCEREMOVED IN PREVIOUS PHASEEXISTING POST AND CHAIN FENCEPOST AND CHAIN FENCE TO BESALVAGED FOR REUSESTONE VENEER TO BESALVAGED FOR REUSE
175' - 11"175' - 4"177' - 6"179' - 0"175' - 11"165' - 0"165' - 10"159' - 5"LEVEL LLLEVEL G188' - 0"LEVEL 1BURTON LAWNNEILSON LAWNNEILSON LIBRARYALUMNAE GYMWASHBURNLAWRENCEHOUSEYOUNGSCIENCE LIBRARYBASSHALLMORRISHOUSEMCCONNELLHALLBURTON HALLWRIGHT HALLHATFIELD HALLHUBBARD HOUSESEELYE HALLGREEN STREETPARKINGNEILSON DRIVESUNKENCOURTYARDMEGA PAD8L-613TREE PROTECTION FENCETHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-100TREE PROTECTION PLAN1" = 20'-0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1EXISTING TREES TO PROTECTEXISTING TREESTREES REMOVED DURINGENABLING PHASETREE PROTECTIONFENCE WITH 36" GATEPREVIOUS ROOT PRUNE /AIR SPADE BY OWNERLEGENDTREES TO BE REMOVED AFTERENABLING PHASE05102040·Prior to installation of tree protection fencing:1.Stake the locations of all utilities to be installed in the contract with depths of trenching indicated on the stakes.2.Review the alignment with the Owner and Landscape Architect.3.Make revisions to the alignment and/or location of tree protection fencing as directed.4.Install fencing and signage as indicated on the drawings without vehicles in the protection zones.·During Construction:1.Maintain fencing for the duration of the construction.2.Keep all construction activity (including parking of vehicles, storage of materials, dumping of waste materials etc.)out of the fenced in areas for the duration of the construction3.Instruct all construction personnel in the site rules concerning tree protection and the importance of the treecollection to the Owner.4.Cooperate with the Owner's maintenance of the trees for the duration of the construction.TREE PROTECTION NOTES:8L-6131
LEVEL LLLEVEL GLEVEL 1BURTON LAWNNEILSON LAWNNEILSON LIBRARYALUMNAE GYMWASHBURNLAWRENCEHOUSEYOUNGSCIENCE LIBRARYBASSHALLMORRISHOUSEMCCONNELLHALLBURTON HALLWRIGHT HALLHATFIELD HALLHUBBARD HOUSESEELYE HALLGREEN STREETPARKINGNEILSON DRIVESUNKENCOURTYARDFUTURE LIMITFUTURE LIMIT LIMIT OFWORKLIMIT OF WORKLIMIT OF WORKFUTURE LIMITFUTURE LIMITFUTURE LIMITFUTURE LIMITLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT
O
F
W
O
R
KLIMIT OF WORKFU
TUR
E
L
IM
I
TLOADING DOORSSIDEWALK TOMEET EXISTINGSIDEWALK TOMEET EXISTINGSIDEWALK TOMEET EXISTINGSIDEWALK TOMEET EXISTINGSIDEWALK TOMEET EXISTINGNEW ASPHALTPATH TO MEETEXISTINGSIDEWALK TOMEET EXISTINGSIDEWALK TOMEET EXISTINGSIDEWALK TOMEET EXISTINGROAD TO MEET EXISTING1+2L-604AMPHITHEATER RETAINING WALL TYPSHEETL-612STONE SLABSSHEETL-602NEW METAL FENCE4L-601SINGLE BICYCLE RACKS (19)3L-601POST & CHAIN FENCE3L-601POST & CHAIN FENCE4L-601SINGLE BICYCLE RACKS (12)11L-60042" GUARDRAIL10L-60036" HANDRAILSTEEL EDGETERMINUS6L-611ASPHALT STEEL EDGESTEEL EDGETERMINUSSHEETL-611STONE SLABSSKYLIGHTS-SEE ARCH6L-601STEPPING STONES10L-60036" HANDRAIL1L-600STABILIZED STONE DUSTSIDEWALK TOMEET EXISTINGMOVABLE BOLLARD TYP.-BY OWNER-ARCHITECT TO REVIEWSHEETL-602NEW METAL FENCESLEEVES FOR FUTUREIRRIGATION TYP.-SEE CIVIL5L-600GRANITE CURBEXISTING LIGHT POLEFOOTING TYP. TO BE REUSED-SEE LIGHTING FOR FIXTURESGENERATOR5L-600GRANITE CURB TYP.7L-600RETAINING WALL WITH 42" GUARDRAIL2L-600STONE PAVINGSKYLIGHT-SEE ARCHSIDEWALK TOMEET EXISTINGASPHALT PATH-SEE CIVILMOVABLE BOLLARDSBY OWNER-ARCHITECT TO REVIEWVEHICULARPARKINGASPHALT TOMEET EXISTING3L-601POST & CHAIN FENCEEXTENTS OFSTRUCTUREBELOW-SEE ARCHSLEEVES FOR FUTUREIRRIGATION TYP.-SEE CIVILSIDEWALK TOMEET EXISTING5L-600GRANITE CURB TYP.2L-600STONE PAVINGEXTENTS OFSTRUCTUREBELOW-SEE ARCH4L-601SINGLE BICYCLE RACKS (12)4L-601SINGLE BIKE RACK (5)TAVERN ONPOLE SIGNAGE-BY OWNEREXTENTS OFSTRUCTUREBELOW-SEE ARCH4L-601SINGLE BICYCLE RACKS (8)6'-0"8'-0"
7'-0"
8'-0"
6'-0"8'-0"8'-0"6'-0"8'-0"8'-5"4'
-0
"6'-0"6'-0"6'
-0
"8'-0"12'-0"24'-0"8'-0"8'-0"22'-0"7L-600RETAINING WALL12'-0"6L-600CONCRETE STEPS23'-0"R15'R9'18'-0"18'-0"6'-2"
6'-0"13'-9"9'-0"9'-0"5'-0"TYP.50'2L-601MULTI BIKE RACK5L-600GRANITE CURB TYP.5L-600GRANITE CURB TYP.5L-600GRANITE CURB TYP.23'-0"9'-0"5'-0"18'-3"42'-7"18'-3"8'-1"8'-0"2601MULTI BIKE RACK12'-0"5L-600GRANITE CURB TYP.6'-7"8'-9"21'-7"12'-0"6'-8"15'-3"9'-6"5L-600GRANITE CURB TYP.6
'
-
7
"8'-0
"35'-5"5L-600GRANITE CURB TYP.6'-6"3'-6"1'-4"1+2L-610PLANTED MOUNDS13'-9"3'-3"22'-0"5'-0"9'-0"10'-5"1
4
'
-
8
"
17'-
9
"
5'-8"8'-10"14'-7"EGRESS ROUTEWITH SNOWMELT-BY OTHERS5L-600GRANITE CURB TYP.25'-6"11'-1"27'-3"9'-5"R15'-10"6'-0"6'-0"17'-6"13'-6"7'-1"16'-8"4'-0"6'-0"8'-7"
6'-0"
5'-8"
11'-1"12'-11"9'-9"35'-9"6'-6"SHEETL-603SHEETL-6033L-601POST & CHAIN FENCER4'-
0
"GRANITE CURB AT PARKING-SEE CIVILGRANITE CURB AT PARKING-SEE CIVIL2L-600STONE PAVINGTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-200MATERIALS AND LAYOUTOVERALL SITE1" = 20'-0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1STONE PAVINGLEGEND051020401.ALL WALKING SURFACES TO BE ASPHALT UNLESS OTHERWISE NOTED.REFER TO CIVIL DRAWINGS FOR ASPHALT PAVING DETAIL2.WHERE CONTINUING EXISTING WALKWAY MATCH WALKWAY WIDTH3.LANDSCAPE ARCHITECT WILL PROVIDE ELECTRONIC FILE FOR WALKLAYOUT4.LANDSCAPE ARCHITECT WILL LAY OUT POST AND CHAIN FENCINGAND STEPPING STONES5.FIELD VERIFY DIMENSIONS AT EXISTING BUILDINGSMATERIAL AND LAYOUT NOTES:CONCRETE PAVING2L-6003L-600LIGHTING NOTES:LIGHTING FIXTURES SHOWN FOR LOCATION ONLY. SEE LIGHTING FOR DETAILS.SEE DETAIL 5/L-601 FOR FOOTINGSTAG - ETRPOLE LIGHT / EXISTING FOOTING TO BE REUSEDTAGPOLE LIGHT / NEW FOOTINGTAKPOLE LIGHT / NEW FOOTINGTAISTEP LIGHTTALSTRIP LIGHTTL-1TREE UPLIGHTSLEEVE FOR FUTURE IRRIGATIONFOR STEPS - CIRCLE INDICATES RISERLIGHT FOOTING5L-601111111
LEVEL LLLEVEL GLEVEL 1BURTON LAWNNEILSON LAWNNEILSON LIBRARYALUMNAE GYMWASHBURNLAWRENCEHOUSEYOUNGSCIENCE LIBRARYBASSHALLMORRISHOUSEMCCONNELLHALLBURTON HALLWRIGHT HALLHATFIELD HALLHUBBARD HOUSESEELYE HALLGREEN STREETPARKINGNEILSON DRIVESUNKENCOURTYARDENLARGED PLAN L-603ENLARGED PLAN L-204ENLARGED PLAN L-205ENLARGED PLAN L-202ENLARGED PLAN L-203ENLARGED PLAN L-205R4'-
0
"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-201MATERIAL AND LAYOUTKEY PLAN1" = 20'-0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #105102040
LEVEL 16'-0"6'-0"4'-0"-0"6'-0"6'-0"6L-600CONCRETE PAVINGASPHALT PATH-SEE CIVIL FOR DETAIL6L-600CONCRETE STEPS2L-600STONE PAVING ON CONCRETE5L-600GRANITE CURB TYP.3L-600SLEEVES FOR FUTURE IRRIGATION TYP.6L-601STEPPING STONES3L-605RETAINING WALL11L-60042" SS GUARDRAIL3L-600CONCRETE PAVING3L-600CONCRETE PAVING4L-601SINGLE BIKE RACK (5)10L-60036" SS HANDRAIL6L-600CONCRETE STEPS10L-60036" SS HANDRAIL16"3'-8"5'-0"1+2L-604CONCRETE AMPHITHEATER WALLS TYPASPHALT PATH-SEE CIVIL FOR DETAILMECHANICAL ROOM BELOW-SEE ARCHITECTUREWRIGHT HALLNEILSONLIBRARYBURTONLAWNALIGN TO PILASTER-FIELD VERIFYLIMIT OF WORKLIMIT OF WORK
OVERHANG ABOVE-SEE ARCHITECTURE2L-6053L-6055L-6054L-6054L-6043L-6047L-6048L-6046L-6041L-6056L-60515'-0"6L-600STEP LIGHTS TYP.CJ6'-0"R40'-6 7
/
8
"6'-0 1/8"6'-1"7'-4"16"16"16"16"8'-9"11'-7"14'-4"10L-60436" SS HANDRAIL9'-7"5'-3"5'-3"5'-0"EJEJEJEJEJEJCJCJCJCJCJCJCJCJCJCJCJCJEJEJEJCJCJCJCJCJCJ
CJ
CJCJCJCJCJCJCJCJCJ
CJCJCJCJCJ5'-8"5'-0"5'-0"5'-0"6'-0"-0"R5'-0"3'-0"TYP.R2
'
-0
"R6'-0"R2'-0"R3'-0"R2'-0"R3'-0"20'-7"TAKTAKTAKTAKTAKTAGTAGFIXTURE TYPE TAI5'-3"1'-5"EQ.EQ.17'-10"7'
-10
"
2
0
'
-
3
"TYP.TYP.3'-7"12'
-4
"
9
'
-
6
"1'-4" TYP.TANGENTPOINTR
6
9
'
-
8
"R38'
-8
"
R69'-8"R38'-8"23'-10"7'-9"R3'-0"18"X24" MODULE AS SHOWN5L-604ACCESSIBLE HANDRAIL POSTS8L-600SS HANDRAIL AT STEPS2L-600CONTROL AND EXPANSION JOINTS TYP.12"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-202MATERIALS AND LAYOUTAMPHITHEATER316" = 1'-0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1STONE PAVINGLEGEND1.ALL WALKING SURFACES TO BE ASPHALT UNLESS OTHERWISE NOTED.REFER TO CIVIL DRAWINGS FOR ASPHALT PAVING DETAIL2.WHERE CONTINUING EXISTING WALKWAY MATCH WALKWAY WIDTH3.LANDSCAPE ARCHITECT WILL PROVIDE ELECTRONIC FILE FOR WALKLAYOUT4.LANDSCAPE ARCHITECT WILL LAY OUT POST AND CHAIN FENCING,POLE LIGHTS AND STEPPING STONES5.WALL ELEVATIONS SEE SHEETS L-607, L-608, L-6096.FOR WALL ELEVATIONS SEE SHEET L-606MATERIAL AND LAYOUT NOTES:CONCRETE PAVING2L-6003L-600LIGHTING NOTES:LIGHTING FIXTURES SHOWN FOR LAYOUT ONLY. SEE LIGHTING FOR DETAILS.SEE 5/L-601 FOR FOOTINGSTAG - ETRPOLE LIGHT / EXISTING FOOTING TO BE REUSEDTAGPOLE LIGHT / NEW FOOTINGTAKPOLE LIGHT / NEW FOOTINGTAISTEP LIGHTTALSTRIP LIGHTTL-1TREE UPLIGHTSLEEVE FOR FUTURE IRRIGATIONFOR STEPS - CIRCLE INDICATES RISERLIGHT FOOTING5L-6011
1L-600STABILIZED STONE DUST3L-610STONE PAVING AT COURTYARD EDGEEXTENTS OF SNOW MELT BENEATH SURFACE-SEE PLUMBINGOVERHANG ABOVE-SEE ARCHITECTUREPARAPET WALL ABOVE-SEE ARCHITECTURE1+2L-610PLANTED MOUND TYP.PARAPET WALL ABOVE-SEE ARCHITECTURE4L-610PERFORATED STONE DRAIN COVER1'-0"EGRESS DOOREGRESS DOOROUTER EDGE OF COIR RING BELOW SURFACE3 EQUAL WIDTH PAVERS BETWEENMULLIONS. ALIGN PAVING JOINTAT CENTERLINE OF MULLIONTREE ROOT BALL6'-0"0'-4"EQEQEQ
EQ EQ EQ
2'-0" TYP.3 EQUAL WIDTH PAVERS BETWEEN MULLIONS.ALIGN PAVING JOINT AT CENTERLINE OFMULLIONCUSTOM CORNER PAVERSCUSTOM CORNER PAVERSCONTRACTOR TO PROVIDESLEEVE FOR FUTURE IRRIGATION-SEE STRUCTURAL4'-6"4'-
8
"1L-6102L-610CUSTOM END PAVERSCUSTOM END PAVERS5L-610LINEAR WALL LIGHT (FIXTURE TYPE TAL)TL-1 LIGHT FIXTURE, TYP.--SEE LIGHTINGTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-203MATERIALS AND LAYOUTSUNKEN COURTYARD12" = 1'-0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1STABILIZED STONE DUSTLEGENDLANDSCAPE ARCHITECT WILL LAY OUT PLANTED MOUNDS AND TREE LIGHTLOCATIONSMATERIAL AND LAYOUT NOTES:PLANTED MOUNDS1L-6001+2L-610LIGHTING NOTES:LIGHTING FIXTURES SHOWN FOR LAYOUT ONLY. SEE LIGHTING FOR DETAILS.TALSTRIP LIGHTTL-1TREE UPLIGHTSLEEVE FOR FUTURE IRRIGATION1
2L-600STONE PAVINGSKYLIGHT-SEE ARCHITECTUREROOF OVERHANG-SEE ARCHITECTURESLEEVES FOR FUTURE IRRIGATION TYP.-SEE CIVILNEILSONLIBRARYASPHALT PATH-SEE CIVIL FOR DETAIL5L-600GRANITE CURB7L-600RETAINING WALL5L-600GRANITE CURB8'-0"24'-6 1/2"6'-0"-0"8'-0
"8'-0"6'-0"
13'-10"
10'-0"10'-8"TAGTAGR5'-0"R10'-0"9L-6018L-601ALIGN PAVING EDGEWITH EXTENTS OF ROOFOVERHANG ABOVESKYLIGHT-SEE ARCH.EXTENT OF STRUCTURE BELOW-SEE ARCHITECTURE7L-600RETAINING WALL11L-60042" SS GUARDRAILALIGNALIGNALIGNALIGNCLCL10'-10 1/2"18"X24" MODULE, RUNNING BOND AS SHOWNALIGN CENTER LINE WITH MIDDLE OF DOORR27'-6"R4
'
-
0
"R7'-0"R67'-0"2L-600STONE PAVINGTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-204ENLARGED PLANSSOUTHERN NEILSON14" - 1'-0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #11L-204SOUTHERN NEILSON ENTRANCE AND ALUMNAESCALE: 1/4" = 1' - 0"PLANSTONE PAVINGLEGEND1.ALL WALKING SURFACES TO BE ASPHALT UNLESS OTHERWISENOTED. REFER TO CIVIL DRAWINGS FOR ASPHALT PAVINGDETAIL2.WHERE CONTINUING EXISTING WALKWAY MATCHWALKWAY WIDTH3.LANDSCAPE ARCHITECT WILL PROVIDE ELECTRONIC FILEFOR WALK LAYOUT4.FIELD VERIFY DIMENSIONS AT EXISTING BUILDINGSMATERIAL AND LAYOUT NOTES:CONCRETE PAVING2L-6003L-600LIGHTING NOTES:LIGHTING FIXTURES SHOWN FOR LAYOUT ONLY. SEE LIGHTINGFOR DETAILS.SEE DETAIL 5/L-601 FOR FOOTINGSTAG - ETRPOLE LIGHT / EXISTING FOOTING TO BE REUSEDTAGPOLE LIGHT / NEW FOOTINGTAKPOLE LIGHT / NEW FOOTINGTAISTEP LIGHTSLEEVE FOR FUTURE IRRIGATIONFOR STEPS - CIRCLE INDICATES RISERLIGHT FOOTING5L-60111
8L-60036" SS HANDRAILASPHALT PATH-SEE CIVIL FOR DETAIL6'-0"-0"SLEEVES FOR FUTUREIRRIGATION TYP.-SEE CIVILEXISTING COLUMNSAND BASES-VERIFY IN FIELDNOTE: SEE 2/L-612 FOR FOUNDATION PLAN8'-0"18'-8"1'-2"1'-0"EQ.4'-0"1'-0"1'-0"1L-612GRANITE SLABSSTEP LIGHTSCENTERED INRISERTAGSHEETL-611GRANITE SLABSLIMIT OF WORKEXISTING COLUMNSAND BASES-VERIFY IN FIELDASPHALT PATH-SEE CIVIL6L-611ASPHALT PATH STEEL EDGE6L-611ASPHALT PATH STEEL EDGESHEETL-611GRANITE STEPSEXTENT OF STEEL EDGEEXTENT OF STEEL EDGEASPHALT PATH-SEE CIVIL13'-8 1/2"3'-0"6'-0"5'-8"
6'-0"5'-8"8'-4 1/2"NOTE: SEE SHEET L-611 FORFOUNDATION PLAN.ALIGNALIGN6L-611STEEL EDGE FOOTING TYP.6L-611STEEL EDGE FOOTING TYP.32'-8"53'-0"4L-6115L-611THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-205ENLARGED PLANSEAST AND WEST NEILSONAS NOTEDTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #12L-205EASTERN NEILSON ENTRANCESCALE: 1/4" = 1' - 0"PLAN3L-205BURTON LAWN ENTRANCESCALE: 1/4" = 1' - 0"PLANSTONE PAVINGLEGEND1.ALL WALKING SURFACES TO BE ASPHALT UNLESS OTHERWISENOTED. REFER TO CIVIL DRAWINGS FOR ASPHALT PAVINGDETAIL2.WHERE CONTINUING EXISTING WALKWAY MATCHWALKWAY WIDTH3.LANDSCAPE ARCHITECT WILL PROVIDE ELECTRONIC FILEFOR WALK LAYOUT4.FIELD VERIFY DIMENSIONS AT EXISTING BUILDINGSMATERIAL AND LAYOUT NOTES:CONCRETE PAVING2L-6003L-600LIGHTING NOTES:LIGHTING FIXTURES SHOWN FOR LAYOUT ONLY. SEE LIGHTINGFOR DETAILS.SEE DETAIL 5/L-601 FOR FOOTINGSTAG - ETRPOLE LIGHT / EXISTING FOOTING TO BE REUSEDTAGPOLE LIGHT / NEW FOOTINGTAKPOLE LIGHT / NEW FOOTINGTAISTEP LIGHTSLEEVE FOR FUTURE IRRIGATIONFOR STEPS - CIRCLE INDICATES RISERLIGHT FOOTING5L-601
175' - 11"175' - 4"177' - 6"179' - 0"175' - 11"165' - 0"165' - 10"159' - 5"LEVEL LLLEVEL G188' - 0"LEVEL 1BURTON LAWNNEILSON LAWNNEILSON LIBRARYALUMNAE GYMWASHBURNLAWRENCEHOUSEYOUNGSCIENCE LIBRARYBASSHALLMORRISHOUSEMCCONNELLHALLBURTON HALLWRIGHT HALLHATFIELD HALLHUBBARD HOUSESEELYE HALLGREEN STREETPARKINGNEILSON DRIVESUNKENCOURTYARDFUTURE LIMITFUTURE LIMIT LIMIT OFWORKLIMIT OF WORKLIMIT OF WORKFUTURE LIMITFUTURE LIMITFUTURE LIMITFUTURE LIMITLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT
O
F
W
O
R
KLIMIT OF WORKFU
TUR
E
L
IM
I
T170171174169170171
169176169 170170172169175172
192191191193180181182183174193191 175170171172171170173174175176177177178179175173184
184168169169169169 169169169169169169
1701781
9
2
190192192193174173172168174190187192183182181180179183182181180179178177178177176172173171170169173180178176190189190176174175186181177185175184176175
173185183186187188189175174172177175179173170170171172177
191191192193194194188193194194195195193190190184
185
175186187177176172174173171170177171191170191189179191190189191190172172173171174176195195180192169178169169177181183182184169170170171170170FFE 179.39177184+TW 176.00+169.25+170.22+176.90FFE 176.92+177.48+177.48178.98+178.98++192.15+190.24+190.08BS 186.05TS 191.73+192.15FFE 192.17+192.15TW 196.5BW 193.0+HP194.42+HP195.96+HP195.90+190.96FFE 190.86BW 193.0179.37+TS 176.88BS 173.30TW 187.69TW 187
.88TW 183.64TW 181.96TW 180.28TW 178.60TW 176.91TW 176.91
TW 178.27
TW 179.92
TW 181.56TS 175.78BS 174.45+LPFFE 168.82+ 169.89FFE 171.31+171.29+HP 169.80+HP169.10+LP190+HP172.5BC 190.81+TC 170.06+BC 169.73++BC 169.66+TC 169.99+BC 170.67+TC 171.00BC 170.07+TC 170.40+TC 169.30+BC 168.97++BC 168.81+TC 169.14TC 180.41+TC 181.48++BC 180.08+BC181.15+169.72TC 170.05++TC191.91+TC191.14BC 191.58++HP193.60+192.20+LP189.5+HPS192.9+192.45TW 196.5TW 196.5TW 196.5BW 193.0TW 196.5+190.53TC 188.80+BC 189.20++189.70+TC 189.53+BC 188.47+BC 176.85189.64++TC 190.90+BC 190.56TC190.90++BC 190.56BS 182.07TS 187.69+184.94+HP 178.3+TC 177.18+BC 176.85+TC 176.36+TC 177.18+TC 176.69+HP190.85179.18+179.18++LP179.0+TW 175.99TC 178.63++ 177.32177.61+177.33+183.94+177.20+184.66+185.77+189.90++191.65+191.70+191.29+193.11+191.30+LP189.43+190.74172.98++TC 174.33BC 169.12+TC 169.45++TC 170.05TC 171.12+BC 170.79+BC 169.78+TC 170.11+170.67+169.87+168.91+170.02++HP 169.17+HP 169.40+169.50+169.38+169.75+169.65177.00++177.00177+ TW177.00+ TW188.00+176.87+176.45THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-300GRADING PLAN-OVERALLSITE1" = 20'-0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #105102040LEGEND+ 193.4192PROPOSED CONTOUREXISTING CONTOURPROPOSED SPOT ELEVATION1921.MAX SLOPE ON PATHWAYS EXCEPT WHERE NOTED IS 5%2.SEE CIVIL FOR DRAINAGEGRADING NOTES:111
175' - 11"175' - 4"177' - 6"179' - 0"175' - 11"165' - 0"165' - 10"159' - 5"LEVEL LLLEVEL G188' - 0"LEVEL 1BURTON LAWNNEILSON LAWNNEILSON LIBRARYALUMNAE GYMWASHBURNLAWRENCEHOUSEYOUNGSCIENCE LIBRARYBASSHALLMORRISHOUSEMCCONNELLHALLBURTON HALLWRIGHT HALLHATFIELD HALLHUBBARD HOUSESEELYE HALLGREEN STREETPARKINGNEILSON DRIVESUNKENCOURTYARDFUTURE LIMITFUTURE LIMIT LIMIT OFWORKLIMIT OF WORKLIMIT OF WORKFUTURE LIMITFUTURE LIMITFUTURE LIMITFUTURE LIMITLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT
O
F
W
O
R
KLIMIT OF WORKFU
TUR
E
L
IM
I
T170171174169170171
169176169 170170172169175172
192191191193180181182183174193191 175170171172171170173174175176177177178179175173184
184168169169169169 169169169169169169
1701781
9
2
190192192193174173172168174190187192183182181180179183182181180179178177178177176172173171170169173180178176190189190176174175186181177185175184176175
173185183186187188189175174172177175179173170170171172177
191191192193194194188193194194195195193190190184
185
175186187177176172174173171170177171191170191189179191190189191190172172173171174176195195180192169178169169177181183182184169170170171170170FFE 179.39177184+TW 176.00+169.25+170.22+176.90FFE 176.92+177.48+177.48178.98+178.98++192.15+190.24+190.08BS 186.05TS 191.73+192.15FFE 192.17+192.15TW 196.5BW 193.0+HP194.42+HP195.96+HP195.90+190.96FFE 190.86BW 193.0179.37+TS 176.88BS 173.30TW 187.69TW 187
.88TW 183.64TW 181.96TW 180.28TW 178.60TW 176.91TW 176.91
TW 178.27
TW 179.92
TW 181.56TS 175.78BS 174.45+LPFFE 168.82+ 169.89FFE 171.31+171.29+HP 169.80+HP169.10+LP190+HP172.5BC 190.81+TC 170.06+BC 169.73++BC 169.66+TC 169.99+BC 170.67+TC 171.00BC 170.07+TC 170.40+TC 169.30+BC 168.97++BC 168.81+TC 169.14TC 180.41+TC 181.48++BC 180.08+BC181.15+169.72TC 170.05++TC191.91+TC191.14BC 191.58++HP193.60+192.20+LP189.5+HPS192.9+192.45TW 196.5TW 196.5TW 196.5BW 193.0TW 196.5+190.53TC 188.80+BC 189.20++189.70+TC 189.53+BC 188.47+BC 176.85189.64++TC 190.90+BC 190.56TC190.90++BC 190.56BS 182.07TS 187.69+184.94+HP 178.3+TC 177.18+BC 176.85+TC 176.36+TC 177.18+TC 176.69+HP190.85179.18+179.18++LP179.0+TW 175.99TC 178.63++ 177.32177.61+177.33+183.94+177.20+184.66+185.77+189.90++191.65+191.70+191.29+193.11+191.30+LP189.43+190.74172.98++TC 174.33BC 169.12+TC 169.45++TC 170.05TC 171.12+BC 170.79+BC 169.78+TC 170.11+170.67+169.87+168.91+170.02++HP 169.17+HP 169.40+169.50+169.38+169.75+169.65ENLARGED PLAN L-304ENLARGED PLAN L-305ENLARGED PLAN L-302ENLARGED PLAN L-303ENLARGED PLAN L-305177.00++177.00177+ TW177.00+ TW188.00+176.87+176.45THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-301GRADING KEY PLAN1" = 20'-0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #105102040LEGEND+ 193.4192192PROPOSED CONTOUREXISTING CONTOURPROPOSED SPOT ELEVATION1.MAX SLOPE ON PATHWAYS EXCEPT WHERE NOTED IS 5%2.SEE CIVIL FOR DRAINAGEGRADING NOTES:
LEVEL 1TW 196.5TW 196.5TW 196.5FFE 179.39FFE190.865%3.6%BS175.29TS187.88+TW187.88+186.00BS183.807R@7"TW/TS 183
.64
TW
1
8
3
.
3
62%8.3%8.3%8.3%BS180.33+179.151.5%4.5%BS182.022%1.5%176.04+1.5%1.5%5%TS178.97
TS177.58+BW 175.33+BW 178
.69+BW180.37176.13+176.04+5%190.84+2%3R@6 12"176.13++190.721.5%0.0%+BW182.06+BW 177.012%2%2%1.5%2%+175.174.5%0.0%175.26++175.17+LP179.00BS182.070.0%8 14" HT.11 38" HT.30" HT.8 12" HT.30" HT.TW
1
8
7
.
6
9
+175.26+BW 175.33++TW187.693R@6 12"+174.84+190.03+190.964.5%+179.27+187.95+185.90+185.43+183.78+185.33+183.68+183.68TW/TS 181.96TW/TS 180.28BS178.65TW/TS 178.60BS176.97TW/TS 176.913R@6 12"3R@6 12"3R@6 12"+186.00+185.90+185.43+179.27+179.18+179.182%2%2%181
.
7
2
++174.76TS187.69+187.88+187.78179.37+2.8%189.64++189.6310
R
@
6
3
4"
TW 181.56+
TW 179.92+0.44%TW 178.27+
TW 176.91+0.44%0.44%0.44%0.44%2R@8"0.44%0.44%0.44%+180.64BW
1
8
0
.
8
6
+
BS176.26
BS177.65
2R@8"BW
177.67+
BW 179.06+
BW
176.28+BW 180.1+181
.
8
2
+5:1+179.93+176.91+178.282%2%BW 176.19+178.38++175.142%0.44%+BW185.38BW182.07+BW
1
8
5
.
1
9
+
+T
W
1
8
2
.
0
7+182.115:15:1TW 190.72+2%+175.17+HPS175.15+175.171.5%+174.92+175.57+175.49+174.92+175.27+175.27+175.141.5%1.5%1.5%1.5%+174.84+174.76+192.201.5%1.5%+190.86+190.96+ SADDLE190.742%2%+ HP195.96BW 193.0+ 189.85+190.86+ LP189.5+TC 190
.
9
0
+BC 19
0
.
5
6
+TC190.90+BC190.56+190.22+LP190.76+190.76190.76+189.70++ 189.85+183.78+185.33+187.854.5%+189.32+ TC 189.53+ BC189.20+188.53TC 188.80+BC 188.47++HP 190.85+ 190.28+TC 191.18+188.70+190.531.5%1.5%189.70+189.76++TW 183.64+184.64+184.29+DI 189.43+BW180.37+BW 178.69+BW182.06BW182.80++BW 177.01+BW 175.335%WRIGHT HALLNEILSONLIBRARYBURTONLAWNLIMIT OF WORKLIMIT OF WORK174.50+174.62++190.74
+190.96
+190.96+190.74+190.74+ HP189.99+187.98+187.98+
1
8
7
.
9
2
TW187.69+BW181.05+BW 188.33+175.26+182181180179178177183184176175175174173172171176177178179178180177181
180181182183184185186187
184185189190191190189188192194195195194193192191190191190188FFE 188.0+179.15THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-302GRADING PLAN -AMPHITHEATER316"=1'-0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1LEGENDPROPOSED CONTOUREXISTING CONTOURPROPOSED SPOT ELEVATION1.MAX SLOPE ON PATHWAYS EXCEPT WHERE NOTED IS 5%2.SEE CIVIL FOR DRAINAGEGRADING NOTES:+ 193.41921921
175' - 11"175' - 11"175' - 4"176.0176.0176.0176.5177.0
1
7
7
.
5
176.5177.0177.5176.5177.0177.5176.5177.0177.5176.5177.0177.55L-610LINEAR WALL LIGHT (FIXTURE TYPE TAL)EXTENTS OF SNOW MELT BENEATH SURFACE-SEE PLUMBINGPARAPET WALL ABOVE-SEE ARCHITECTUREMECHANICAL SPACE-SEE ARCHITECTURETREE ROOT BALL176.0176.04L-610PERFORATED STONE DRAIN COVER3L-610STONE PAVING AT COURTYARD EDGETHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-303GRADING PLAN - SUNKENCOURTYARD12" = 1'-0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1LEGENDPROPOSED CONTOUREXISTING CONTOURPROPOSED SPOT ELEVATION1.MAX SLOPE ON PATHWAYS EXCEPT WHERE NOTED IS 5%2.SEE PLUMBING FOR DRAINAGEGRADING NOTES:+ 193.41921921
LEVEL LLFFE 176.92+ 176.90170.4+2%+178.69+178.81178.98++BC 177.42+TW 176.00179.27+177.23+177.61++179.14+ BC176.85+ TC177.18+ BC176.85+ TC177.18+ TC176.69+BC176.36TC 177.51++BC 176.59+176.41+BC 177.28177.48++BC 176.83+177.18+TOI tunnel=175.25TC177.61+TC177.33+TC177.16++177.28+177.42+177.48+177.32178.98+1.5%TC 177.81++HP 178.3+176.59+176.68+176.74+BW 173.59+BW 173.49+172.094.5:1+TC 178.63+178.50178.34++177.43177.33+178177176178177176177177175176175174173178177176175174173176176179180181FFE 177.5FFE 179.0177.48+THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-304ENLARGED PLANSSOUTHERN NEILSON14" - 1'-0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #11L-304SOUTHERN NEILSON ENTRANCE AND ALUMNAESCALE: 1/4" = 1' - 0"PLANLEGEND+ 193.4192PROPOSED CONTOUREXISTING CONTOURPROPOSED SPOT ELEVATION1921.MAX SLOPE ON PATHWAYS EXCEPT WHERE NOTED IS 5%2.SEE CIVIL FOR DRAINAGEGRADING NOTES:11
x 192.152%5%+91.93+ TC 191.77TC 191.77+BS 186.05+ 188.58+ 189.19TS 189.79BS 187.98BS 189.92+ 190.52+ 191.13TS 191.73191.93+3R@7 14"+ 190.08+ 190.24+ 186.66+ 187.263R@7 14"TS 187.872%2%2%192.00++191.65194.71++191.65191.65++ BC 191.13BC 191.13+BC 190.46+190.08++191.93191.93++192.00+191.55192.14++192.14191.55+3R@7 14"+ 185.942%18718818918919019119219119018818918718618618619
1
190185175' - 11"LIMIT OF WORK+175.90175.90+2R@8"BS 174.45175.87++175.87175.78++175.781.5%174.50++175.28TS 175.78175.28++175.11LIMIT OF WORK173.44+174.50+174.62+173.56+175
175176174175174THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-305GRADING PLANEAST AND WEST NEILSON14"= 1'-0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1LEGEND+ 193.4192PROPOSED CONTOUREXISTING CONTOURPROPOSED SPOT ELEVATION1921.MAX SLOPE ON PATHWAYS EXCEPT WHERE NOTED IS 5%2.SEE CIVIL FOR DRAINAGEGRADING NOTES:2L-305EASTERN NEILSON ENTRANCESCALE: 1/4" = 1' - 0"PLAN3L-305BURTON LAWN ENTRANCESCALE: 1/4" = 1' - 0"PLAN
175' - 11"175' - 4"177' - 6"179' - 0"175' - 11"165' - 0"165' - 10"159' - 5"188' - 0"FUTURE LIMITFUTURE LIMIT LIMIT OFWORKLIMIT OF WORKLIMIT OF WORKFUTURE LIMITFUTURE LIMITFUTURE LIMITFUTURE LIMITLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT
O
F
W
O
R
KLIMIT OF WORKFU
TUR
E
L
IM
I
T170171174169170171
169176169 170170172169175172
192191191193180181182183174193191 175170171172171170173174175176177177178179175173184
184168169169169169 169169169169169169
1701781
9
2
190192192193174173172168174190187192183182181180179183182181180179178177178177176172173171170169173180178176190189190176174175186181177185175184176175
173185183186187188189175174172177175179173170170171172177
191191192193194194188193194194195195193190190184
185
175186187177176172174173171170177171191170191189179191190189191190172172173171174176195195180192169178169169177181183182184169170170171170170FFE 179.39177184+TW 176.00+169.25+170.22+176.90FFE 176.92+177.48+177.48178.98+178.98++192.15+190.24+190.08BS 186.05TS 191.73+192.15FFE 192.17+192.15TW 196.5BW 193.0+HP194.42+HP195.96+HP195.90+190.96FFE 190.86BW 193.0179.37+TS 176.88BS 173.30TW 187.69TW 187
.88TW 183.64TW 181.96TW 180.28TW 178.60TW 176.91TW 176.91
TW 178.27
TW 179.92
TW 181.56TS 175.78BS 174.45+LPFFE 168.82+ 169.89FFE 171.31+171.29+HP 169.80+HP169.10+LP190+HP172.5BC 190.81+TC 170.06+BC 169.73++BC 169.66+TC 169.99+BC 170.67+TC 171.00BC 170.07+TC 170.40+TC 169.30+BC 168.97++BC 168.81+TC 169.14TC 180.41+TC 181.48++BC 180.08+BC181.15+169.72TC 170.05++TC191.91+TC191.14BC 191.58++HP193.60+192.20+LP189.5+HPS192.9+192.45TW 196.5TW 196.5TW 196.5BW 193.0TW 196.5+190.53TC 188.80+BC 189.20++189.70+TC 189.53+BC 188.47+BC 176.85189.64++TC 190.90+BC 190.56TC190.90++BC 190.56BS 182.07TS 187.69+184.94+HP 178.3+TC 177.18+BC 176.85+TC 176.36+TC 177.18+TC 176.69+HP190.85179.18+179.18++LP179.0+TW 175.99TC 178.63++ 177.32177.61+177.33+183.94+177.20+184.66+185.77+189.90++191.65+191.70+191.29+193.11+191.30+LP189.43+190.74172.98++TC 174.33BC 169.12+TC 169.45++TC 170.05TC 171.12+BC 170.79+BC 169.78+TC 170.11+170.67+169.87+168.91+170.02++HP 169.17+HP 169.40+169.50+169.38+169.75+169.65182181180179178177183184176175175174173172171176177178179178180177181
180181182183184
185186
187184185189190191190189188192194195195194193192191190191190187188189189190191192191190188189187186186186191
190175
175176177178179180174175174188178177176176178177176177177175174176175174173172178177176175174173176176171179180181185177.00++177.00177+ TW177.00+ TW188.00+176.87+176.451L-601SOIL TRANSITION1L-601SOIL TRANSITIONSEE DETAILS FORSOIL DEPTHS INAMPHITHEATERTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-400SOILS PLAN1" = 20'-0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1EXISTING TREESLEGEND05102040INTENSIVE GROWING MEDIUMAVERAGE 30" DEEPPLANTING SOIL1.PROVIDE AN ADDITIONAL ± 750 FT3 OF INTENSIVE GROWING MEDIUM FOR USE IN 4THFLOOR ROOF TERRACE PLANTERS.2.ANY CUTTING OR FILLING WITHIN TREE PROTECTION ZONE TO BE COORDINATED WITHSMITH ARBORIST.3.SEE DETAIL 1/L-601 FOR INTENSIVE SOIL AT EDGE OF BASEMENT .4.WHERE INTENSIVE SOIL DEPTHS ABOVE STRUCTURE EXCEED 48", USE LIGHTWEIGHTFOAM. REFER TO 1/L-601. SUBMIT SHOP DRAWINGS FOR EXTENTS OF FOAM.SOIL NOTES:1
175' - 11"175' - 4"177' - 6"179' - 0"175' - 11"165' - 0"165' - 10"159' - 5"188' - 0"LIMIT OFWORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT
O
F
W
O
R
KLIMIT OF WORK170171174169 170171169176169 170170172169175172
192191191193180181182183174193191 175170171172171170173174175176177177178179175173184
184168169169169169 169169169169169169
x 193.41701781
9
2
190192192193174173172168174190187+ 188.58+ 189.19192+ 190.52+ 191.13183182187
.
3
0 181180179178.31
176.92186.
13
183182181180179178177178177176172173171170169173180
.8
7181.
41
182
.
5
6
183
.
1
0 179.
74
179
.2
0
178
.
0
6177.
52
176
.3
7
175
.
8
3
186.
71
184
.
3
8185.5
5
184
.
9
6
180178176190189190176174175186181177185175184176175
173185183186187188189175174172177175179173170170171172177
191191192193194194188193194194195195193190190184
185
175186187+ 186.66+ 187.26177176172174173171170177171191170191189179191190189191190172172173171174176195195180192169178169169177181183182184169170170171170170177184187.13186.57186.00184.88183.53182.63185.44184.32183.19190+ 185.94182181180179178177183184176175175174173172171176177178179178180177181
180181182183184
185186
187184185189190191190189188192194195195194193192191190191190187188189189190191192191190188189187186186186191
190175
1751761771781791801741751741881781771761761781771761771771751741761751741731721781771761751741731761761711791801811851773Nyssa sylvatica5" Caliper12Betula polulifolia6" Caliper, multistemmedMoss (assorted)xx SF9Sassafras albidum5" CaliperLawnLIMIT OF WORKLIMIT OF WORKTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-500PLANTING PLAN1" = 20'-0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1LEGEND05102040PROPOSED TREEEXISTING TREEPLANTING NOTES1.PLANTING BEYOND LIMIT OF WORK TO BECOORDINATED WITH FUTURE LANDSCAPE MASTERPLAN.2.FOR PRICING, CARRY PLANTING SHOWN IN 100%DD DOCUMENTS.3.SEE DETAIL 9/ L-613 FOR AMPHITHEATER TREEANCHORING4.SEE SHEET L-501 FOR ROOF TERRACE PLANTING.LAWN1L-613MOSS PLANTING1+2L-61011
7L-601ROOF TERRACE PLANTER TYP.34Miscanthus sinensis #228Miscanthus sinensis #267Miscanthus sinensis #232Miscanthus sinensis #251Miscanthus sinensis #2ROOF TERRACE-SEE ARCHITECTUREACEBDTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-501ROOF PLANTINGAS SHOWNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #11501ROOF TERRACE PLANTINGSCALE: 1/4" = 1' - 0"PLANNOTES:1.SEE ARCH FOR LAYOUT
3" STABILIZED STONEDUSTDRAINAGE LAYERSEE ARCHITECTURECOMPACTEDAGGREGATEVARIES 3"COMPACTED SUBGRADENOTE: PROVIDE MOCK-UP2" STONE PAVER (12"X24")MIN. 12" MORTAR SETTING BED6" REINFORCED CONCRETE SLAB6" COMPACTED BASE38" JOINTCOMPACTED SUBGRADENOTES: SEE STRUCTURAL FOR REINFORCINGVARIESSEE MATERIALS AND LAYOUTPLAN FOR POST SPACING36"TYP.1 12" X 1 12" SQUARE STOCKSTAINLESS STEEL POSTS-SEE DETAIL FOR ANCHOR DETAIL2"X2" SQUARE STAINLESSSTEEL TOP RAIL 14" ROUNDED EDGESMATERIAL VARIES-SEE PLANFINISH GRADEPOST IN CORED HOLE-SEE PLAN FOR LOCATION ANDSPACING3 12" x 3 12" x 12" STAINLESSSTEEL COVER PLATEWALL MOUNTED POSTS-SEE PLAN FOR LOCATIONSAND SPACING6" TYP.HEIGHT VARIES INSELECT LOCATIONS1" TYP.NOTE: PROVIDE SHOP DRAWINGS12L-60012L-6009L-6001% MIN.COMPACTEDSUBGRADE8"4" COMPACTEDAGGREGATE BASE1.5% MIN.COMPACTED SUBGRADE12"4" COMPACTEDAGGREGATE BASECIP CONCRETE PAVINGCIP CONCRETE PAVING ATBUILDING ENTRANCESREFER TO ARCHITECURALDRAWINGS FOR ADDITIONALDETAILS4" CONCRETE SLAB, THICKEN EDGESTO 12" AT BUILDING. COLOR ANDTEXTURE AS DESCRIBED.12" EXPANSION JOINTDOWEL AT ALLENTRANCES AND WHERENOTED ON THE PLANS,MIN. 4" O.C.4" CONCRETE SLAB,THICKEN EDGES TO 8"NOTE:1.SEE STRUCTURAL FOR REINFORCINGPVC IRRIGATION SLEEVES INSELECT LOCATIONS-SEE CIVIL FOR TYPE AND SIZE12"12"REFER TO LAYOUT PLAN FOR TREAD WIDTHREFER TO GRADING PLAN FOR RISER HEIGHTREFER TO MATERIALSPLAN FOR SURFACINGREFER TO MATERIALSPLAN FOR SURFACING1'-2"CONCRETE FOOTING TO FROST DEPTHCOMPACTED SUBGRADE1% SLOPE3' 6" MIN.NOTES:1.NUMBER OF RISERS DIFFERS, REFER TO PLANS2.SEE STRUCTURAL FOR REINFORCING8"
MI
N
.1'-2"3' 6" MIN.LIGHT IN RISER AS NOTED ON PLANEQEQ4" MIN.TYP.VARIESSEE MATERIALS AND LAYOUTPLAN FOR POST SPACING42"
2"2"X2" STAINLESS STEEL TOP RAIL 14" ROUNDED EDGES1 12" X 1 12" SQUARE STOCKSTAINLESS STEEL POSTS12" SQUARE STOCKSTAINLESS STEEL PICKETS1 12" X 12" STAINLESS STEELBOTTOM RAILMATERIAL VARIES-SEE PLANFINISH GRADEPOSTS SET INTO CORED HOLE-SEE PLAN FOR LOCATIONS ANDSPACING3 12" x 3 12" x 12" STAINLESSSTEEL COVER PLATEELEVATONSECTION1 12" X 1 12" SQUARE STOCKSTAINLESS STEEL POSTS2"X2" STAINLESS STEELTOP RAIL 14" ROUNDED EDGES12" SQUARE STOCKSTAINLESS STEEL PICKETSCOVER PLATE1 12" X 12" STAINLESS STEELBOTTOM RAIL1" TYP.NOTE: PROVIDE SHOP DRAWINGS12L-6009L-600MOUNTING VARIES-SEE PLAN1. POST IN CORED HOLE: 9/ L-6002. WALL MOUNT POST: 12/ L-60012"R12"1 12"12" TYP.R12"36" TYP.MATERIAL VARIES-SEE PLANVARIES2"X2" SQUARE STAINLESS STEEL TOP RAIL 14" ROUNDED EDGES3 12" x 3 12" x 12" STAINLESS STEELCOVER PLATE1" TYP.NOTE: PROVIDE SHOP DRAWINGS12L-6001 12" X 1 12" SQUARE STOCKSTAINLESS STEEL POSTS12"12"3'-6"MIN.1"1'-4"VARIESSEE PLANWASHED GRAVELFILTER FABRIC4" PERFORATED PIPETIED TO STORM DRAIN-SEE CIVILBRICK VENEER TO MATCHALUMNAE FACADECOMPACTED SUBGRADEREINFORCED CONCRETE FOOTING2" COPING TO MATCHALUMNAE BANDINGFINISH GRADE42" STAINLESS STEEL GUARDRAILWHERE APPLICABLE11L-600NOTE: SEE STRUCTURAL FOR REINFORCINGPLANTING SOIL1 12"1 12"MIN℄R 14" TYP.SECTION - BUILDINGFACADE WALL MOUNT2"BUILDING FACADEMATERIAL VARIES2"STAINLESS STEEL ANCHOR PLATE1"1"R1"R14"ELEVATION - ANCHOR PLATE12"TYP.6" TYP.STAINLESS STEEL RAIL1
2"
TYP.STAINLESS STEEL POSTHEIGHTS VARY-SEE ACCESSIBLE RAMPELEVATIONSR12" TYP.1"1"VARIES
STAINLESS STEEL BOLTROUNDED CAP3 12" X 3 12" STAINLESSSTEEL ANCHOR PLATE1 12" STAINLESSSTEEL POSTNOTE: FINISHED GRADE VARIES.ANCHOR PLATE IS BELOW GRADEWHERE APPLICABLE36" TYP.2"x2" STAINLESSSTEEL RAIL1 3
4"1 3
4"3 12"℄SECTION - ACCESSIBLERAMP WALL MOUNTSTAINLESS STEELANCHOR PLATE1 12"1"1"R1"R14"6" TYP.STAINLESS STEEL POSTHEIGHTS VARY-SEE ACCESSIBLE RAMPELEVATIONSFINISH GRADE ATACCESSIBLE RAMPPOST SET INCONCRETE WALL8"1 12" STAINLESS STEEL POST CENTEREDON WALL UNLESS SPECIFIED OTHERWISESET POST IN CORED HOLEFILL WITH NON-SHRINK GROUT2 12"Ø8"1 12" STAINLESS STEEL POSTCENTERED ON COPING STONEUNLESS SPECIFIED OTHERWISESET POST IN CORED HOLEFILL WITH NON-SHRINK GROUT2 12"ØCOPING STONE1 12" STAINLESS STEEL POST6"SET POST IN CORED HOLEFILL WITH NON-SHRINKGROUT8"
1'-2 1/4"6"THICKEN CONCRETE SLABAT POST LOCATIONSPOST SET INCONCRETE PAVINGGUARDRAIL POST@ ALUMNAE WALL1 12" STAINLESS STEEL POSTSET POST IN CORED HOLEFILL WITH NON-SHRINKGROUTPOST SET INGRANITE BLOCKCOVER PLATE8"GRANITE BLOCKCOVER PLATECOVER PLATESEALER AND CLOSED CELLBACKER RODEXPANSION JOINT (EJ) WITHDOWEL AND SLEEVECONTROL JOINT (CJ)THICKEN SLAB4" REINFORCED CONCRETE SLABCOMPACTED SUBGRADESTAINLESS STEEL DOWEL WITH SLEEVEJOINT FILLER4" REINFORCED CONCRETE SLAB6"6"4"38" WIDE CONTROL JOINTSEE PLANS FOR SPACINGAND DESIGN1" MIN. OR 14DEPTH OF SLABNOTE: SEE STRUCTURAL FOR REINFORCING12"12"4"SURFACE VARIESSEE PLAN AND PAVINGDETAILSSURFACE VARIESSEE PLAN6" MIN. CAST CONCRETECRADLECOMPACTED SUBGRADE4"4"X12" GRANITE CURBTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-600LANDSCAPE DETAILSAS NOTEDTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #11L-600STABILIZED STONE DUSTSCALE: 1" = 1' - 0"SECTION10L-600STAINLESS STEEL 36" HANDRAIL SCALE: 3/4" = 1' - 0"SECTION12L-600WALL MOUNTED STAINLESS STEEL HANDRAILSCALE: 3" = 1' - 0"SECTION7L-600ALUMNAE WALL, TYP.SCALE: 3/4" = 1' - 0"SECTION2L-600STONE PAVINGSCALE: 1" = 1' - 0"SECTION3L-600CONCRETE PAVINGSCALE: 1" = 1' - 0"SECTION4L-600EXPANSION AND CONTROL JOINTSSCALE: 1 1/2"" = 1' - 0"SECTION9L-600STAINLESS STEEL POST SET IN CORED HOLESCALE: 1" = 1' - 0"SECTION5L-600GRANITE CURBSCALE: 1" = 1' - 0"SECTION6L-600TYPICAL CONCRETE STAIRSSCALE: 3/4" = 1' - 0"SECTION11L-600STAINLESS STEEL 42" GUARDRAILSCALE: 3/4" = 1' - 0"SECTION8L-600STAINLESS STEEL 36" HANDRAIL @ STAIRS, TYP.SCALE: 1" = 1' - 0"SECTION
LIGHT POLE - SEE LIGHTINGCONDUIT42"COMPACTED SUBGRADE1'-6"VARIESBOLT PATTERN AND SIZE PERMNF. SPEC.MOUNT COVER SUPPLIED BY MNF.6""TAG" LIGHT FIXTUREFOOTING"TAK" LIGHT FIXTUREFOOTINGNOTES:1.SEE L-200 MATERIALS AND LAYOUT FOR LOCATIONS2.SEE STRUCTURAL FOR REINFORCEMENT3.SEE MANUFACTURE SPECS AND ELECTRICAL FOR ANCHORING AND CONDUITS4.FIELD VERIFY CONDITION OF EXISTING FOOTINGS PRIOR TO REUSEVARIES1'-8"42"
6 3
4"CONCRETE FOOTINGCOMPACTED SUBGRADECONDUITCONCRETE FOOTINGLIGHT POLE -SEE LIGHTINGBOLT PATTERN AND SIZE PERMNF. SPEC.MOUNTING PLATE SUPPLIED BY MNF.PLANTING SOILPLANTING SOILANCHOR BOLTANCHOR BOLTFREE DRAINING METALPLANT CONTAINERROOF TERRACE PAVINGSEE ARCHROOF SYSTEM ANDBELOW BY OTHERS1'-6"
1"18" INTENSIVEGROWING MEDIUMSTEEL BAFFLE4"4"VARIES
-
SEE
PLANVARIES - SEE PLAN4"
4"
1'-6"1"SECTIONAXON38" STEEL BAFFLE40" O.C. MAX.38" STEEL BOXSOIL FINISH GRADEFILTER FABRICMULCHDRAINAGE MATDRAINAGE HOLESSHIM AS REQ'DTO LEVEL1"Ø DRAINAGE HOLE,TYP.PLANTS -SEE L-501 ROOFPLANTING PLANNOTES:1. PROVIDE SHOP DRAWINGS2. COAT INSIDE OF BOX BELOW GRADE WITH WATERPROOFING3. PLANTER "E" FABRICATED IN SECTIONS, JOINTS @ CORNERS4'8"
8"2'VARIES - SEE PLANTYPICAL ANCHOR BOLT THROUGHASPHALT INTO CONC. SLAB PERMANUFACTURERS SPECIFICATIONDERO "CAMPUS RACK" BICYCLE RACKTYPE S6CONC. SLABTYPICAL ANCHOR BOLT THROUGHASPHALT INTO CONC. SLAB PERMANUFACTURES SPECIFICATIONCONC. SLABDERO "CAMPUS RACK" BICYCLE RACKTYPE S6NOTE: FOR USE ON PATHS THAT ARE LEVEL AND STRAIGHTSEE GRADINGDERO "HOOP RACK"IN-GROUND MOUNTEDBICYCLE RACKCORE THROUGH ASPHALTINTO CONC. FOOTINGCONC. FOOTING3'-6"10" MIN.1'-6"2'-0"RACK GROUTED IN PLANPER MANUFACTURESSPECIFICATIONSCONC. FOOTINGCORE THROUGHASPHALT INTOCONC. FOOTINGTYPICAL ASPHALTPAVINGNOTE: FOR USE ON PATHS THAT ARE SLOPED OR CURVEDSEE GRADING1'-6" MIN.CRUSHED STONECOMPACTEDSUBGRADESLOPE48" MAXDEPTH FINISH GRADE6' -0" MIN.OVERLAPNOTES:1.SEE GRADING PLAN (L-300) FOR FINISH GRADE OF NEW SOIL. DEPTH TO EXISTINGSUBGRADE VARIES2.SEE SOILS PLAN (L-400) FOR TYPES AND EXTENTS OF NEW SOIL3.ANY EXCAVATION BENEATH EXISTING TREES TO BE COORDINATED WITH SMITH ARBORIST.PERFORATED PIPE WITH CRUSHEDSTONE AND FILTER FABRIC-SEE CIVILEDGE OF UNGERGROUNDSTRUCTURE-SEE ARCHNEW PLANTING SOILDEPTHVARIESPERFORATED PIPE WITH CRUSHEDSTONE AND FILTER FABRIC-SEE CIVILEDGE OF UNGERGROUNDSTRUCTURE-SEE ARCH6' -0" MIN.OVERLAPDEPTH
VARIESFOAM AT EDGE OF BUILDINGWHERE SOIL DEPTH EXCEEDS 48"FOAM AT BUILDING EDGEINTENSIVE GROWINGMEDIUM48" MAXDEPTHNEW PLANTING SOILFINISH GRADEEXISTING SUBGRADEINTENSIVE GROWING MEDIUMLIGHTWEIGHT FOAM WHERE SOILDEPTH EXCEEDS 48"1EXISTING SUBGRADE148"COMPACTED SUBGRADESTONE STEPPER (SIZE VARIES, SEE PLAN)COMPACTED STONEDUST2"1"4"COMPACTED GRAVEL BASEPLANTINGNOTE: COMPACT BASE FOR ENTIRE WALK, SET STONES &EXCAVATE BETWEEN STONES FOR PLANTING SOILALUMNAE GYM-SEE ARCH42" STAINLESS STEELGUARDRAILEQ.EQ.2" MIN.FINISH GRADESTEP CONC. HAUNCHBELOW FINISH GRADECONCRETE FOOTINGBRICK VENEER TO MATCHALUMNAE FACADE2" COPING TO MATCHALUMNAE BANDING3'-6" MIN.11L-600NOTES:1.SEE STRUCTURAL FOR REINFORCING2.SEE 7/ L-600 FOR ALUMNAE WALL DETAIL10'-8"12"PERFORATED PIPE BEYOND-SEE CIVIL30" MAX.10'-8"12"12"FINISH GRADESTEP. CONC. HAUNCH BELOWFINISH GRADECONCRETE FOOTING2" COPING TO MATCHALUMNAE BANDINGBRICK VENEER TO MATCHALUMNAE FACADEALUMNAE GYM-SEE ARCHNOTES:1.SEE STRUCTURAL FOR REINFORCING2.SEE 7/ L-600 FOR ALUMNAE WALL DETAILPERFORATED PIPE BEYOND-SEE CIVIL3/8" x 2 1/2" SLOT, BOTH SIDES3" TUBE STEEL DIRECT BURY 42"BELOW GRADE POSTS ARE 9'O.C.1" TUBE w/ 1/8" WALL-WELDTO SIDE w/o SLOT, ONE SIDECHAIN SPECS: Wire andSteel Inc., Newark, NJrose@wireandsteel.com 1/4"STEEL PROOF COIL BLACKPOWDER COATED3'-0"42"1'-0"2 12"CONC. FOOTING6"FINISH GRADE7"4 14"KING ARCHITECTURAL METALSLARGE CAST IRON FLEUR de LISSPEAR PART #45-656-YFINIAL3"3 12"POST CAPKING ARCHITECTURAL METALSTHREE INCH PYRAMID POST CAPPART #45-808POST CAPFINIALPOST CAPFINIALPOST1/4" HEX SCREW OPPOSITE SIDESOF CAPWELDPOST CAP & FINIALCONNECTIONFRONT ELEVATIONSIDE ELEVATIONTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-601LANDSCAPE DETAILSAS NOTEDTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #13L-601POST AND CHAINSCALE: 3/4" = 1'-0"SECTION9L-601ALUMNAE WALL ELEVATION SCALE: 3/8" = 1' - 0"ELEVATION2L-601MULTI-BICYCLE RACK TYPE (S6)SCALE: 3/4"=1'-0"SECTION7L-601ROOF TERRACE PLANTERS A, B, C & DSCALE: 1" = 1' - 0"SECTION5L-601LIGHT POLE BASESCALE: 3/4" = 1' - 0"SECTION4L-601SINGLE BICYCLE RACKSCALE: 3/4"=1'-0"SECTION6L-601STEPPING STONESSCALE: 1" = 1' - 0"SECTION1L-601SOIL AT EDGE OF SUBSURFACE STRUCTURESCALE: 3/8" = 1' - 0"SECTION8L-601ALUMNAE WALL ELEVATION SCALE: 3/8" = 1' - 0"ELEVATION11
1'-5" TYP.s8"2"4'-1"
BEGIN TAPERED SIDES
FINISH GRADE12" SQ3'-6"8"3"DENSE STRUCKMORTAR EDGEALL AROUNDCOMPACTEDSUBGRADE12" LONG STAINLESSSTEEL DOWELGRANITE TERMINAL POSTTAPERED ON 4 SIDES WITHPYRAMIDAL TOP30°ROUND PICKETBOTTOM RAIL1"7 14"TYP.CUT TO FIT FIELDCONDITIONS.8" MIN., 912" MAX.℄POST℄POSTVARIESVARIES12 PICKETS @ 714" = 6' - 734"VARIESEQEQPANEL SIZE VARIESPOST TO POST VARIESTOP RAILSQUARE PICKETMID RAIL5"3'-11"3"4"1' - 212"1'-4"112"1' - 812"POST FOOTING TYP.L-60231'-6"1""S" CUT INTO STONE& COLORED BLACKCOLOR AND FONTTO MATCH EXISTINGPAVEMENTEDGETO EDGE OFPAVEMENT℄12"Ø ROUND PICKET3
4"
1 1
2"
3
4"1 14" SQ. SOLIDBAR STOCK POST3 58" TYP.34" SQ. SOLID BAR STOCK PICKET1 12" X 12" CHANNEL RAILELEVATIONPLAN AT TOP AND BOTTOM RAILSPLAN AT MID-RAIL1 1
8"1 1
2"1 12"14"14"ALIGN
℄℄34"14"3"6 1
2"6" TYP.R34"12"3 12"34"1/2"
1 1
2"5 1
2" ±9"7 14"CENTER TO CENTER, TYP.34" SOLID CAST LUG BRACKETS(TWO PER PANEL END)ADJUST END OF RAILING LENGTH ASREQUIRED FOR PANEL LENGTHS IN EACHSEGMENT OF FENCING. WHERE POST TOPOST DISTANCE IS TOO SHORT ELIMINATEEND CURL ON SCROLL DECORATIONADJUST RAILINGLENGTH AS REQUIREDSCROLL: 34" X 18" STEEL STOCK, CUTAND BEND TO FORM. WELD TORAIL AT FOUR POINTS MINIMUMPUNCH CHANNEL RAILS TO RECEIVEPICKETS AND SECURE BY HIDDENWELDS ON INSIDE OF CHANNELSCAST IRON FLEUR-DE-LIS PICKET ORNAMENTAPPRX 6 12" HIGH X 3 34" WIDE. APPROVEDSAMPLE TO MATCH EXISTING. FIT 34" PICKET;WELD TO SECUREHAND TIGHTEN CORROSION RESISTANT BOLT, NUT AND BRASSWASHER. PEEN SHORT, THREADED STUB TO VANDAL PROOF.TOUCH UP PAINT TO MATCH FENCE FINISHCAST IRON 'SPEAR POINT' POST ORNAMENT,APPRX. 9" HT. X 5 34" WIDE; AS SPECIFIED. ADAPT IFREQUIRED TO FIT 1 14" SQ. POST. WELD TO SECURE12" ROUND BLUNT TIP1 12" X 12" CHANNEL12"Ø ROUND PICKETSCROLLSCROLLLOWER ROUND PICKETSCALE: HALF SIZE12"Ø CONC. SONOTUBEFOOTING TO FROST DEPTH8"3"Ø CORED ANCHOR HOLEAPPROVED EXTERIOR EXPANDINGANCHORING GROUT1" DEEP RECESS CAULKED WITH SILICONESEALANT OF APPROVED GRAY COLORTOOLED TO FORM 14" WASHFENCE POSTFINISH GRADE2" MIN
1'SEGMENT 'A' 33' - 2 14"±SEGMENT 'B' 56' - 5"±SEGMENT 'C' 73' - 6 14"±EXISTING FENCEAREA OF MINOR REGRADINGAREA OF MINOR REGRADINGREMOVE AND REUSE EXISTING GRANITE POSTREPLACE WITH METAL POST TYING EXISTINGFENCE AND NEW FENCE TOGETHERSEE L-603 #1SEE L-603 #2SEE L-603 #3SEGMENT 'D' 49' - 2 18"±SEE L-603 #4℄PATH6"RELOCATED GRANITE POST1'-5"1'-5"1'-5"1'-5"1'-5"sssssSEGMENT 'A' 33' - 2 14"±SEGMENT 'B' 56' - 5"±SEGMENT 'C' 73' - 6 14"±SEGMENT 'D' 49' - 2 18"±SEE L-603 #1SEE L-603 #2SEE L-603 #3SEE L-603 #4EXISTING FENCE168.0168.0168.0168.1171.1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-602METAL FENCE DETAILSAS NOTED5L-602METAL FENCESCALE: 1/8" = 1' - 0"PLAN4L-602METAL FENCESCALE: 1/8" = 1' - 0"ELEVATION1L-602METAL FENCE PANEL AND POSTSCALE: 1" = 1' - 0"SECTION2L-602FENCE DETAILSCALE: 3" = 1' - 0"SECTION3L-602POST FOOTINGSCALE: 3" = 1' - 0"SECTIONNOTE: SEE STRUCTURAL FOR CONCRETE REINFORCEMENTNOTE: SEE STRUCTURAL FOR CONCRETE REINFORCEMENT
s8'-2 1/8" TYP.EXISTING FENCE4 PANELS AT 8' - 2 18" CENTER OF POST TO POST33' - 2 14" ± VERIFY IN FIELDEXISTING GRADEFINISH GRADE℄POST℄POSTMAINTAIN CONTINUOUS SLOPE ALONG TOP OF FENCEPOST AND PICKETS SET PLUMB TYP.℄PATH1'-5"PAVEMENT EDGEss7'-11" TYP.7 PANELS AT 7' - 11" CENTER OF POST TO POST56' - 5" ± VERIFY IN FIELD℄POST℄POSTMAINTAIN CONTINUOUS SLOPE ALONG TOP OF FENCEPOST AND PICKETS SET PLUMB TYP.℄PATH1'-5"1'-5"PAVEMENT EDGEs8'-1 3/8" TYP.9 PANELS AT 8' - 1 38" CENTER OF POST TO POST73' - 6 14" ± VERIFY IN FIELDEXISTING GRADEFINISH GRADEEXISTING GRADEFINISH GRADE℄POST℄POSTMAINTAIN CONTINUOUS SLOPE ALONG TOP OF FENCEPOST AND PICKETS SET PLUMB TYP.MATCH LINEMATCH LINEL-603 - #4L-603 - #41'-5"s8'-1 3/8" TYP.MATCH LINEMATCH LINEL-603 - #3L-603 - #36 PANELS AT 8' - 1 38" CENTER OF POST TO POST49' - 2 18" ± VERIFY IN FIELDFINISH GRADEEXISTING GRADEFINISH GRADE℄POST℄POSTMAINTAIN CONTINUOUS SLOPE ALONG TOP OF FENCEPOST AND PICKETS SET PLUMB TYP.- SEE PLAN1'-5"PAVEMENT EDGETHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-603METAL FENCEELEVATIONSAS NOTED4L-603METAL FENCE SEGMENT 'D'SCALE: 1/2" = 1' - 0"ELEVATION3L-603METAL FENCE SEGMENT 'C'SCALE: 1/2" = 1' - 0"ELEVATION2L-603METAL FENCE SEGMENT 'B'SCALE: 1/2" = 1' - 0"ELEVATION1L-603METAL FENCE SEGMENT 'A'SCALE: 1/2" = 1' - 0"ELEVATION
±19"CONC. STEPS BEYONDWASHED GRAVELFILTER FABRIC4" PERFORATED PIPETIED TO STORM DRAIN2%2%12"2'-6"ARCHITECTURAL CONCRETE TO MATCHBUILDING PRE-CASTCOMPACTED SUBGRADECONCRETE FOOTING1'-4"1'-4"NOTES:1.SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2.SEE SOILS PLAN (L-400) FOR TYPES AND EXTENTS OF PLANTING SOIL 14" RADIUS ROUNDED CORNERPLANTING SOILPLANTING 14" RADIUSROUNDED CORNERWASH36" TYP.8"CONC. PATHACCESSIBLE RAMP WALLMOUNTED HANDRAIL, TYP.SLIP JOINTS AS REQUIREDFINISH GRADETYP. AMPHITHEATER(WALL "E")VARIES
EXPOSED EDGEHEIGHT VARIES-SEE GRADINGBUILDING FACADEWALL MOUNTEDHANDRAIL. SLIPJOINTS AS REQD.NEILSON LIBRARY-SEE ARCH PLANS4"MIN. TYP.12L-600COMPACTEDSUBGRADE1L-604CONC. PATH3L-600COLD JOINT BELOWFINISH GRADE6"℄℄6"EXPANSION JOINT4L-600NOTES:1.SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2.SEE DETAIL 5/L-604 FOR ACCESSIBLE RAMP HANDRAIL POST LOCATIONS AND SPACING3.SEE SOILS PLAN (L-400) FOR TYPES AND EXTENTS OF PLANTING SOIL6"6"POST ANCHOR BELOWGRADE WHERE APPLICABLE℄℄PLANTING SOILCOLD JOINT BELOWFINISH GRADE12L-600PERFORATED PIPE, WASHEDGRAVEL AND FILTER FABRIC-SEE CIVIL℄L-606CJ12L-600ACCESSIBLE RAMP WALL MOUNTEDHANDRAIL BEYONDSLIP JOINTS AS REQ'D4L-600CONTROL JOINT (CJ)3L-600CONC. PAVINGSHEETL-202CONTROL AND EXPANSION JOINTLOCATIONS, SEE AMPHITHEATERMATERIALS AND LAYOUT PLANINTERSECTION OF STAIRAND WALL "F" BEYONDFOOTINGS BEYOND,SEE AMPHITHEATERFOOTINGS PLANSHEET12L-600BUILDING FACADE WALLMOUNTED HANDRAIL, TYP.SLIP JOINTS AS REQD.SEE STRUCTURAL PLANSFOR STRUCTURAL WALLWALL "F" ELEVATION BEYONDSTAIR ELEVATION BEYONDNEILSON LIBRARY-SEE ARCH PLANSCOMPACTED SUBGRADEEDGE OF ACCESSIBLERAMP WALL BEYONDEDGE OF STAIRBEYONDNOTES:1.SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2.SEE DETAIL 5/L-604 FOR ACCESSIBLE RAMP HANDRAIL POST LOCATIONS AND SPACINGFINISH GRADE BEYONDEJ8NEILSON LIBRARY CAFE ENTRANCE-SEE ARCH PLANSL-60016"7"
6 1
2"16"16"16"6 1
2"16"42"
MIN.
6 1
2"ACCESSIBLE RAMPFOUNDATION WALLAND FOOTINGBEYOND36" HANDRAIL BEYOND. POST MOUNTED TO STAIRWALL. SLIP JOINTS AS REQUIREDEJ12"CONC. PAVING, TYP.4L-60012"12"COMPACTEDAGGREGATEEXPANSION JOINT, DOWEL& SLEEVE, TYP. (EJ)42"
MIN.
36" TYP.ASPHALT PATH-SEE CIVILLIGHT IN STEP RISER, TYP. (TAI)-SEE LIGHTINGFINISH GRADEBEYOND2 1
4"
TYP.
6 1
2"12"6 1
2"12"6 1
2"12"NOTES:1.SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2.SEE DETAIL 5/L-604 FOR HANDRAIL POST LOCATIONS AND SPACINGEJEJEJEJCOLD JOINT WITH S.S. DOWEL ATPRECAST CONC. DOOR THRESHOLDEJCOMPACTEDSUBGRADE3L-600±19"CONC. STEPS BEYOND4" PERFORATED PIPETIED TO STORM DRAINPLANTINGPITCH - SEE GRADING2'-6"COMPACTED SUBGRADE CONCRETE FOOTING1'-4"12" Ø PVC PIPE ROOT CORRIDOR. 4" MIN.BELOW GRADESEE AMPHITHEATER MATERIALS ANDLAYOUT PLAN FOR LOCATIONSWASHED GRAVEL AND FILTER FABRIC LOWEREDBELOW PVC ROOT CORRIDORS12"Ø 4"ARCHITECTURAL CONCRETE TO MATCHBUILDING PRE-CASTPITCH - SEE GRADING12"1'-4"NOTES:1.SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2.SEE SOILS PLAN (L-400) FOR TYPES AND EXTENTS OF PLANTING SOIL 14" RADIUS ROUNDED CORNERPLANTING SOIL 14" RADIUSROUNDED CORNERWASH12L-600BUILDING FACADEWALL MOUNTEDHANDRAIL6"
6"
6"
TYP.NOTES:1.SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2.SEE DETAIL 5/L-604 FOR ACCESSIBLE RAMP HANDRAIL POST LOCATIONS AND SPACINGNEILSON LIBRARY EXISTINGMASONRY FACADE-SEE ARCHNORTH JEWEL BOXGLAZING BEYOND,-SEE ARCHACCESSIBLE RAMPFINISH GRADE36"9L-600POST SET INCONCRETE PAVINGBUILDING FACADE WALL MOUNTEDHANDRAIL BEYOND, TYP.TOP OF WALL BEYOND12"± 19"
TYP.2%42" MIN.
TYP.TYP. AMPHITHEATER WALL "A"311.5% MIN.12"16"16"4'-0"1L-60430"MAX.12"Ø PVC ROOTCORRIDORCONC. PAVINGAMPHITHEATERWALL "B"AMPHITHEATERWALL "C"AMPHITHEATERWALL "D"AMPHITHEATER WALL "F"PERFORATED PIPE, STONE AND FILTER FABRICBELOW 12" Ø PVC ROOT CORRIDORS-SEE CIVILCONC. PAVING3L-60012"Ø PVC ROOTCORRIDOR2L-604TREE BEYOND-SEE PLANTING PLANAMPHITHEATERWALL "E"36" STAINLESS STEELHANDRAIL10L-600NOTES:1.SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2.SEE DETAIL 5/L-604 FOR ACCESSIBLE RAMP HANDRAIL POST LOCATIONS AND SPACING3.SEE SOILS PLAN (L-400) FOR TYPES AND EXTENTS OF PLANTING SOIL2"PLANTING SOILCOMPACTEDSUBGRADEDEPTH VARIES
-SEE GRADING STAINLESS STEEL POSTSET INTO CONC. WALL9L-600CONC. PAVINGTREE BEYOND-SEE PLANTING PLANCAFE ENTRANCE1 12" MIN.2"1 1
2" MIN.EQ.EQ.EQ.EQ.EQ.2"2"2"2"2"℄℄℄℄℄℄℄℄℄EQ.EQ.EQ.EQ.EQ.LEGENDBUILDING FACADE WALL MOUNTED POST, TYP.ACCESSIBLE RAMP WALL MOUNTED POST, TYP.℄EQ.EQ.13"O.C.11"O.C.2"11"O.C.NOTES:1.TOP OF ALL HANDRAILS SET AT 36" ABOVE WALKING SURFACE.2.SEE MOUNTING DETAILS FOR POST ANCHOR SETTING HEIGHT RULES3.INSTALL SLIP JOINTS AS REQUIREDEQ.
±5
'EQ. ±5
'WALL "F"RAILING @ STEPS8L-600NEILSON LIBRARY-SEE ARCH PLANSPOST SET IN CONCRETE WALL/PAVINGABCAAAAAAAACCCCBBBBBBBBBBBBBBBBBBBABB12L-60012L-6009L-600THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-604AMPHITHEATER SECTIONSAND DETAILSAS NOTEDTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #11L-604AMPHITHEATER TYPICAL WALLSCALE: 3/4" = 1' - 0"SECTION2L-604AMPHITHEATER TYPICAL WALL AT ROOT CORRIDORSCALE: 3/4" = 1' - 0"SECTION/ ELEVATION6L-604AMPHITHEATER ACCESSIBLE RAMPSCALE: 1/2" = 1' - 0"SECTION7L-604ACCESSIBLE RAMPSCALE: 1/4" = 1' - 0"SECTION/ ELEVATION5L-604ACCESSIBLE RAMP HANDRAIL POST PLANSCALE: 1/4" = 1' - 0"PLAN3L-604AMPHITHEATER - MAIN STAIRSSCALE: 1/4" = 1' - 0"SECTION/ ELEVATION8L-604ACCESSIBLE RAMP NORTH JEWEL BOX HANDRAILSCALE: 1/4" = 1' - 0"SECTION/ ELEVATION4L-604AMPHITHEATER WALLSSCALE: 1/4" = 1' - 0"SECTION111
L-604WRIGHT HALLSOUTH ENTEANCEEXPANSION JOINT, TYP. WITHDOWEL & SLEEVE (EJ)STONE PAVING2L-6004L-600CONC. PAVING3L-6008" TYP.
8" TYP.16" TYP.16" TYP.AMPHITHEATERWALL "D" BEYOND1+2AMPHITHEATERWALL "C" BEYOND2'-6" MAX.AMPHITHEATERWALL "B" BEYONDAMPHITHEATERWALL "A" BEYONDAMPHITHEATER WALLFOOTING BEYOND, TYP.COMPACTEDSUBGRADECONC. PAVING, TYP.EXTEND AMPHITHEATERWALL FOOTING12"8"6"4"FINISH GRADE BEYONDLIGHT IN STEP RISER, TYP. (TAI)-SEE LIGHTINGEJEJEJNOTES:1.SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2.SEE SOILS PLAN (L-400) FOR TYPES AND EXTENTS OF PLANTING SOILCONTROLJOINT1'-4"12"
3'-6"
8"PLANTING SOIL6'-0" PATHL-6004L-600POST SET INCONCRETE WALL9L-600STEPPING STONES6L-601FINISH GRADE BEYONDCONC.PAVING3L-60036" STAINLESS STEEL HANDRAIL8WALL "F"BEYONDAMPHITHEATER WALL "F"FOUNDATION BEYOND2L-6096"
TYP.12"TYP.12"
MIN.
42" MN.1'-2"1'-2"LIGHT IN STEP RISER, TYP. (TAI)-SEE LIGHTINGNOTES:1.SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2.SEE SOILS PLAN (L-400) FOR TYPES AND EXTENTS OF PLANTING SOIL6L-600CONC. STAIRSPLANTING SOILWRIGHT HALL42" STAINLESS STEELGUARDRAIL BEYOND42" STAINLESS STEELGUARDRAIL11L-600CONC. PAVING3L-600WALL "G2"BEYONDFINISH GRADECOMPACTEDSUBGRADEEXPANSION JOINTW/ DOWEL &SLEEVE, TYP.4L-600WALL "G1"BEYONDSTEPPING STONES6L-601CONC.FOUNDATIONCONC. STAIRS6L-6003'-6"6 34"TYP.12"TYP.BOTTOM TREADFLUSH WITHFINISH GRADE4L-6092 18"TYP.3'-6" MIN.L-6093NOTES:1.SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2.SEE SOILS PLAN (L-400) FOR TYPES AND EXTENTS OF PLANTING SOILLIGHT IN STEP RISER, TYP. (TAI)-SEE LIGHTINGPOST SET INCONCRETE WALL9L-600PLANTING SOILDEPTHVARIES
REINF.CONC.RETAINING WALLFINISH GRADEASPHALT WALK- SEE CIVIL42" STAINLESS STEEL GUARDRAILCONC. PAVING3L-60011L-60042" MIN.PERFORATED PIPE -SEE CIVILFINISH GRADEBEYOND42" STAINLESS STEEL GUARDRAILCOLD JOINTBELOW GRADE3'-0"12"12"NOTES:1.SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2.SEE SOILS PLAN (L-400) FOR TYPES AND EXTENTS OF PLANTING SOILFILTER FABRICFREE DRAININGCOMPACTEDAGGREGATE3'-6" MIN.8"POST SET IN CONCRETE WALL9L-600POST SET IN CONCRETE WALLPLANTING SOIL3'-6"9L-60011L-60036" TYP.EXPANSION JOINTBUILDING FACADE WALLMOUNTED HANDRAIL, TYP.SLIP JOINTS AS REQUIREDNEILSON LIBRARY GLAZING-SEE ARCH PLANSVARIES BUILDING FACADE WALLMOUNTED HANDRAIL BEYOND42" MIN.TYP.CONTROLJOINT (CJ)FINISH GRADE4" MIN. COMPACTEDAGGREGATE, TYP.L-600CJL-600443CONC. PATHL-600L-60012COLD JOINT BELOWGRADETOP OF STRUCTURALWALL BEYOND-SEE STRUCTURALCOMPACTED SUBGRADE12"12"12"STRUCTURALWALL BEYOND2"NOTES:1.SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2.SEE DETAIL 5/L-604 FOR ACCESSIBLE RAMP HANDRAIL POST LOCATIONS AND SPACING3.SEE SOILS PLAN (L-400) FOR TYPES AND EXTENTS OF PLANTING SOILPLANTING SOIL℄6"REINF. CONC. WALLFREE DRAINING COMPACTEDAGGREGATEREINF. CONC. FOOTING42" STAINLESS STEEL GUARDRAIL11L-600FINISH GRADEBEYONDEXPANSION JOINT4L-600COLD JOINT BELOWGRADENOTES:1.SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2.SEE SOILS PLAN (L-400) FOR TYPES AND EXTENTS OF PLANTING SOILPOST SET IN CONCRETE9L-600PLANTING SOILCOMPACTED SUBGRADECONC. PAVING3L-600WRIGHT HALLEGRESS DOOR-SEE ARCHTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-605AMPHITHEATER SECTIONSAND DETAILS CONT.AS NOTEDTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #11L-605AMPHITHEATER ACCESSIBLE RAMP @ LANDINGSSCALE: 1/2" = 1' - 0"SECTION6L-605AMPHITHEATER - WRIGHT SOUTH ENTRANCESCALE: 1/2" = 1' - 0"SECTION/ ELEVATION4L-605AMPHITHEATER - BYPASS STAIRS - NORTHEAST ELEVATIONSCALE: 1/2" = 1' - 0"SECTION/ ELEVATION5L-605AMPHITHEATER - BYPASS STAIRS - SOUTHWEST ELEVATIONSCALE: 1/2" = 1' - 0"SECTION/ ELEVATION3L-605AMPHITHEATER - WRIGHT EGRESSSCALE: 1/2" = 1' - 0"SECTION/ ELEVATION2L-605AMPHITHEATER - WRIGHT EGRESSSCALE: 1/2" = 1' - 0"SECTION/ ELEVATION
188' - 0"AMPHITHEATERWALL "E"AMPHITHEATERWALL "F"NOTE:1. ALL FOOTINGS MINIMUM 42" BELOW FINISH GRADE2. FOOTINGS EXTENDED 16" BEYOND WALLS UNLESS SPECIFIED OTHERWISE3. SEE STRUCTURAL DRAWINGS FOR REINFORCEMENT4. SEE SHEETS L-607, L-608, AND L-609 FOR WALL ELEVATIONSWRIGHT HALLNEILSON LIBRARYPVC PERFORATED PIPES, TYP.TIE INTO DRAIN SYSTEM-SEE CIVIL12"3'-0"AMPHITHEATERWALL "B"AMPHITHEATERWALL "A"4'-0" TYP.AMPHITHEATERWALL "C"12"AMPHITHEATERWALL "D"12"12"
3'-0"12"4'-8"4'-0"12"
1'-4"
TYP.SEE STRUCTURALSEE AMPHITHEATER MATERIALS ANDLAYOUT PLAN FOR WALL LAYOUTL-202SHEET1'-4"1'-4"TYP.12"12"AMPHITHEATERWALL "G2"AMPHITHEATERWALL "G1"3'-0"
3'-0"WRIGHT EGRESS6'-0"
LIMIT OF WORKBURTON LAWNCAFE20"Ø LIGHT POLEFOOTING, TYP.LIMIT OF WORKJEWEL BOX ABOVEL-6015THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-606AMPHITHEATER WALLFOOTINGS PLAN14" = 1'-0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #11L-606AMPHITHEATER FOOTINGS PLANSCALE: 1/4" = 1' - 0"SECTION1
BS175.29+BW 175.333R
@
6
1
2"0.0%0.0%8 12" HT.TW/TS 176.91176.37175.83+TW
1
76
.91+BW 17
6
.19+BW 175.33℄PROPOSED TREE℄PROPOSED TREE176+BW 175.33176
TW 176.91+LIGHT, TYP.+TW
/
T
S
1
7
6
.
9
1BW 175.33+BW 176.19+BW 175.33++
TW
/
T
S
1
7
6
.
9
1
BW 175.33+BS 175.29+CONC.WALK3'-6"
MIN.REINF. CONC. WALLREINF. CONC.FOOTINGFINISH GRADE0.0%EQ.10'10'10'10'EQ.4"
TYP.12"Ø PVC ROOTCORRIDOR, TYP.FINISH GRADE BEHIND WALLFINISH GRADEBEHIND WALL17'-0"13'-8"172.79176.914"Ø PERFORATEDPIPE BEYOND℄℄CONC.STEPSLIGHT IN STEP RISER, TYP. (TAI)-SEE LIGHTINGNOTE:1. SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2. SEE PLANS & CIVIL FOR DRAINAGE BEHIND WALL+TW/TS 178.60+TW/TS 178.60BS 176.26++BW 176.28+177.01BW 177.01+BS 176.97+BW 177.01+3'-6"
MIN.
±19"FINISH GRADECONC.STEPSFINISH GRADE BEHINDWALLREINF. CONC.FOOTING0.44%3'-6"
MIN.10'10'EQ.EQ.10'10'4"
TYP.12"Ø PVC ROOTCORRIDOR, TYP.REINF.CONC. WALLFINISH GRADEBEHIND WALL173.76173.51178.60178.270.0%4"Ø PERFORATEDPIPE BEYOND℄℄16'-0"19'-0"CONC.STEPSLIGHT IN STEP RISER, TYP. (TAI)-SEE LIGHTINGNOTE:1. SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2. SEE PLANS & CIVIL FOR DRAINAGE BEHIND WALLT
S
1
7
7
.
5
8
1
7
6
.
9
2
BW 177.01+8 14" HT.TW/TS 178.60BS176.973R
@
6
1
2"178.06177.520.44%
TW
178
.
2
7+0.44%2R@8"B
S
1
7
6
.
2
6
+BW 176
.28PROPOSED TREE℄℄177178177+BW 177.01TW 178.60+LIGHT, TYP.PROPOSED TREET
S
1
7
8
.
9
7
1
7
8
.
3
1
BW 178.69+11 38" HT.TW/TS 180.28BS178.653R
@
6
1
2"179.74179.20178+TW
17
9
.920.44%0.44%B
S
1
7
7
.
6
52R@8"+BW177.
67
178.3
8
+180179+BW 178.69178180TW 180.28+LIGHT, TYP.+BW 177.67CONC.STEPSREINF. CONC. WALLREINF. CONC.FOOTING3'-6"
MIN.+TW/TS 180.28BW 178.69+BW 178.69+Bs 178.65+FINISH GRADE0.44%10'3'-6"
MIN.12"Ø PVC ROOT CORRIDOR, TYP.10'10'10'10'10'10'4"
TYP.FINISH GRADE BEYONDFINISH GRADEBEHIND WALL175.15175.840.0%180.28179.92BS
177
.65+4"Ø PERFORATEDPIPE BEYONDCONC.STEPSLIGHT IN STEP RISER, TYP. (TAI)-SEE LIGHTINGNOTE:1. SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2. SEE PLANS & CIVIL FOR DRAINAGE BEHIND WALLABCDEFG2G1WRIGHT HALLNEILSON LIBRARY2L-607AMPHITHEATER WALL "A"SCALE: 1/4" = 1' - 0"FORCED ELEVATIONTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-607AMPHITHEATER WALLELEVATIONS - A-B-C3L-607AMPHITHEATER WALL "B"SCALE: 1/4" = 1' - 0"FORCED ELEVATION4L-607AMPHITHEATER WALL "C"SCALE: 1/4" = 1' - 0"FORCED ELEVATION1L-607KEY PLANSCALE: 1" = 20' - 0"PLANPLANPLANPLANAS NOTED
BS180.33BW180.37+30" HT.TW/TS 181.963R
@
6
1
2"180.87181.41+TW
18
1
.560.44%0.44%+BW 179
.0
6
+BW 180.1℄PROPOSED TREE℄PROPOSED TREE181.72+181180181+BW180.37TW 181.96++
TW
1
7
8
.
7
3WALL EXTENSIONUNDER CONC. PATHLIGHT, TYP.+BW 179.06+
TW
/
T
S
1
8
1
.
9
6
+TW/TS 181.96BW 180.37+CONC. WALKREINF. CONC. WALLREINF. CONC.FOOTING3'-6"BW 180.37+B
S
1
8
0
.
3
3
+
2'-6"+ 178
.00FINISH GRADE0.44%EQ.12"Ø PVC ROOT CORRIDOR, TYP.4"10'10'10'10'10'EQ.8'-2"7'-3"FINISH GRADEBEHIND WALLFINISH GRADEBEHIND WALL176.56181.96181.560.0%4"Ø PERFORATEDPIPE BEYOND℄℄178.73LIGHT IN STEP RISER, TYP. (TAI)-SEE LIGHTINGNOTE:1. SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2. SEE PLANS & CIVIL FOR DRAINAGE BEHIND WALL+TW/TS 183.64+TW/TS 183.64BW 182.06+BS
1
8
2
.
0
2
+REINF. CONC.FOOTING2'-6"
MAX.
3'-6"
MIN.FINISH GRADE0.44%3'-6"
3'-6"12"Ø PVC ROOTCORRIDOR, TYP.ACCESSIBLE RAMPBEYOND10'10'10'10'10'SEE STRUCTURAL8'-4"4"FINISH GRADEBEHIND WALL178.36179.42181.14REINF. CONC.WALL+185.43183.64183.36ACCESSIBLE RAMPFOOTING BEYOND0.0%4"Ø PERFORATEDPIPE BEYOND℄LIGHT IN STEP RISER, TYP. (TAI)-SEE LIGHTINGNOTE:1.SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2.SEE PLANS & CIVIL FOR DRAINAGE BEHIND WALLTW/TS 183.64TW 183.36BS182.02BW182.06+30" HT.
3R
@
6
1
2"182.56183.100.44%0.44%+BW 180.86+181.82TW 183.64+181181.12++185.43+185.33+183.68+185.43+183.78+185.33+184.29185SEE STRUCTURAL183PROPOSED TREE181℄182182183184+BW182.80+BW182.06184LIGHT, TYP.ABCDEFG2G1WRIGHT HALLNEILSON LIBRARYTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-608AMPHITHEATER WALLELEVATIONS - D-E3L-608AMPHITHEATER WALL "E"SCALE: 1/4" = 1' - 0"FORCED ELEVATION1L-608KEY PLANSCALE: 1" = 20' - 0"PLANAS NOTEDPLAN2L-608AMPHITHEATER WALL "D"SCALE: 1/4" = 1' - 0"FORCED ELEVATIONPLAN
BS182.07
+TW187.69TS187.69
+187.88+187.7810R@6 34"0.44%BW185.38+BW182.07++BW185.19TW182.69+185184TS187.88BS183.80187.30186.13186.71184.38185.55184.967R
@
7
"183+TW/TS 187.88182.07+BW185.38++TW/TS 187.882'-6"FINISH GRADE0.44%REINF. CONC. WALLREINF. CONC.FOOTING3'-6"
MIN.
3'-6"
MIN.
3'-6"
MIN.STAIRS BEYOND181.30179.52BS183.80+12"
TYP.8.3%187.694" Ø PERFORATEDPIPE BEYONDLIGHT IN STEP RISER, TYP. (TAI)-SEE LIGHTINGNOTE:1. SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2. SEE PLANS & CIVIL FOR DRAINAGE BEHIND WALLBS182.69
+TW187.69TS187.6910R@6" (5')181182+TW187.69WRIGHT HALLBS182.69+REINF. CONC.RETAINING WALLREINF.CONC.FOOTING3'-6"
MIN.
3'-6"
MIN.178.50182.68187.694"Ø PERFORATEDPIPE BEYONDWALL "G2"NOTE:1. SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2. SEE PLANS & CIVIL FOR DRAINAGE BEHIND WALL+182.69REINF. CONC.RETAINING WALLWRIGHTPILASTERREINF. CONC.FOOTING3'-6"
MIN.LANDING AT WRIGHTEGRESS DOOR BEYOND178.50FOOTINGBEYOND185.25187.694"Ø PERFORATEDPIPE BEYONDWALL "G1"NOTE:1. SEE STRUCTURAL FOR CONCRETE REINFORCEMENT2. SEE PLANS & CIVIL FOR DRAINAGE BEHIND WALLBS182.69
TW187.69+TS187.6910R@6" (5')181182+TW187.69WRIGHT HALLABCDEFG2G1WRIGHT HALLNEILSON LIBRARYTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-609AMPHITHEATER WALLELEVATIONS - F-G1-G23L-609AMPHITHEATER WALL "G1"SCALE: 1/4" = 1' - 0"PLAN/ ELEVATION4L-609AMPHITHEATER WALL "G2"SCALE: 1/4" = 1' - 0"FORCED ELEVATION1L-609KEY PLANSCALE: 1" = 20' - 0"PLANAS NOTEDPLAN2L-609AMPHITHEATER WALL "F"SCALE: 1/4" = 1' - 0"FORCED ELEVATIONPLANPLAN
6"TYP.PERFORATED STONEDRAIN COVERSNOW MELT BY OTHERS3"SURFACE GRADE:PITCH TO TRENCH DRAINDRAINAGE BOARD AND BELOW-SEE ARCHGLAZING-SEE ARCH3" STABILIZED STONEDUSTCRUSHED STONE, TYP.PLANTINGBEYONDSTONE PAVING AT SUNKENCOURTYARD EDGESNOW MELT AND INSULATIONSYSTEM - SEE PLUMBINGMOSSPLANTING MATINTENSIVE GROWING MEDIUM2X8 WOOD FRAME DEADMANTREE ANCHORED TO WOODFRAME WITH WIRE AND EYE-BOLTGEO-GRID8"Ø COIR WATTLE WRAPPED WITH FILTER FABRIC,ZIP TIED TO GEO-GRIDVARIES SEE L-500 PLANTING PLANLINEAR WALL LIGHTPLANTINGBEYONDL-610PIP CONC. SHELFWEST WALL-SEE ARCH5VARIES
13"DRAINAGE PIPES BEYOND-SEE PLUMBINGNOTE:1.SEE PLUMBING FOR SURFACE AND SUBSURFACE DRAINAGE2.SEE L-303 SUNKEN COURTYARD GRADINGL-6103L-6104L-613113" MIN. CRUSHED STONEVALLEYRIDGEVALLEYPERFORATED STONEDRAIN COVERGLAZING-SEE ARCHSTONE PAVING AT SUNKEN COURTYARD EDGEL-610L-61043DRAINAGE BOARD AND BELOW-SEE ARCHSNOW MELT AND INSULATIONSYSTEM - SEE PLUMBINGSURFACE GRADE:PITCH TO TRENCH DRAINNOTE:1.SEE PLUMBING FOR SURFACE AND SUBSURFACE DRAINAGE2.SEE L-303 SUNKEN COURTYARD GRADINGSEE L-500 PLANTING PLANGEO-GRID8"Ø COIR WATTLE WRAPPEDWITH FILTER FABRIC, ZIP TIEDTO GEO-GRID3" MIN. CRUSHED STONE2X6 WOOD FRAME DEADMANMOSSPLANTING MATINTENSIVE GROWING MEDIUMTREE ANCHORED TO WOODFRAME WITH WIRE AND EYE-BOLT3" STABILIZED STONEDUSTCRUSHED STONE, TYP.PERFORATED PIPE, TYP.-SEE PLUMBINGGLAZING-SEE ARCHSURFACE GRADE:PITCH TO TRENCH DRAINPLANTING BEYONDPLANTING BEYONDL-61311STABILIZED STONEDUST℄FINISH GRADE SLOPES TO TRENCH DRAINS-SEE L-303 SUNKEN COURTYARD GRADING PLANSTRIP LIGHT (TAL)- SEE LIGHTINGWEST WALL-SEE ARCHCRUSHED STONE1'-4"WATERPROOFING BY OTHERS CRUSHED STONEMAT SLAB BY OTHERSVARIES
SEE GRADING 3"TOP OF LIGHT FLUSHWITH FINISH GRADE4"1"1/2"2 7/8"NOTE:1.PERFORATIONS TO TOTAL 10" SQ OFREMOVAL PER 1 LINEAR FOOT OFSTONE2.MAX PERFORATION DIMENSION 12" INDIRECTION OF TRAVEL3.MOCK UP REQUIREDTRAVEL DIMENSIONS VARY SEE PLAN1 1/8"1"4"
TRA
V
E
L DIMENSIONS VARY SEE PLAN2"3" STABILIZED STONE DUSTCOMPACTED AGGREGATE-DEPTH VARIES2" STONE PAVERPERFORATED STONE GRATETRENCH DRAIN WITH HEAT TRACE-SEE PLUMBINGSNOW MELT IN MORTAR-SEE PLUMBINGCURTAIN WALL SYSTEM-SEE ARCHITECTURERIGID INSULATION-SEE ARCHITECTUREMAT SLAB-SEE STRUCTURALFFE LEVEL G175'-11"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-610SUNKEN COURTYARDSECTIONS AND DETAILS1" = 20'-0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #13L-610STONE PAVING AT SUNKEN COURTYARD EDGESCALE: 1 1/2" = 1' - 0"SECTION1L-610NEILSON - SUNKEN COURTYARD SCALE: 1/2" = 1' - 0"SECTION2L-610NEILSON - SUNKEN COURTYARD SCALE: 1/2" = 1' - 0"SECTION4L-610PERFORATED STONE DRAIN COVERSCALE: 3" = 1' - 0"SECTION5L-610LINEAR WALL LIGHT SCALE: 1-1/2" = 1' - 0"SECTION111
℄DOOR6'-10"6'-10"1'1'1'6'5'-9"+175.78+175.90175.78+175.90++175.92175.92++TS175.78+TS175.11+BS174.45EXISTING COLUMN AND BASE - VERIFY IN FIELDALIGNGRANITE SLAB DETAIL3L-6114L-6118BL-6118AL-611℄DOOR6'-10"6'-10"1'1'1'8'-1"1'4'2'3'-3"3'-8"1'1'173.87174.031'1'STEP SHELFSTEP SHELFSLAB SHELF174.70174.70STEP SHELFSLAB SHELF174.82174.84SLAB SHELFALIGNEXISTING COLUMN AND BASE - VERIFY IN FIELDREIN. CONC. FND.ALIGNCOORD. W/ DOOR THRESHOLDTYP.38" TYP. JOINT SPACING12" STONE SLABSHIM AND GROUT TO SET FINISH GRADEREIN. CONC. FND.STONE SLABASPHALT PATHEDGE BEYONDSTONE SLABSREIN. CONC. FOUNDATIONFILL VOID WITH AGGREGATECOMPACTED SUBGRADESHIM AND GROUT TOSET FINISH GRADENEILSON LIBRARY-SEE ARCHEXISTING STONECOLUMN BEYONDSTONE STEP3'-6"
3'-6"1L-6111L-6112L-6118" TYP.STONE TREADS BEYONDNEILSON LIBRARY-SEE ARCHEXISTING STONECOLUMN BEYOND1.5%COMPACTED AGGREGATECOMPACTED SUBGRADEASPHALT PATH-SEE CIVILLANDING BEYOND38" STEEL EDGESTEEL BRACING RODFINISH GRADE9L-611ASPHALT PATH38" STEEL EDGESEE GRADING PLANS42" MINVARIES12" LONGITUDINAL STEELSTIFFENER AS REQUIRED12" STEEL CROSS BRACEANCHOR BOLTCONCRETE FOOTING1'Ø5" MINSLIP JOINT7L-611SLIP JOINT7L-611SLIP JOINT7L-611ASPHALT STEEL EDGE6L-611LONGITUDINAL STEEL STIFFENERASPHALT SURFACEFINISH GRADE @ BURTON LAWNNORTH SIDE OF BUILDING ENTRANCESOUTH SIDE OF BUILDING ENTRANCEASPHALT SURFACEFINISH GRADE @ BURTON LAWNBOTTOM OF STEEL EDGEBOTTOM OF STEEL EDGELONGITUDINAL STEEL STIFFENERASPHALT STEEL EDGE6L-611STEEL EDGE END8L-611STEEL EDGE END8L-611EQEQEQEQEQEQEQEQEQEQEQEQEQ1/4" TYP.1/4" TYP.VARIES - SEE PLAN PLANELEVATION38" STEEL EDGE38" STEEL EDGESTONE SLABSHIM AND GROUTREIN. CONC. FND.ANCHOR BOLT12" STEEL CROSS BRACESTEEL EDGESTONE SLABSTONE STEPSTEEL EDGE12" STEEL CROSS BRACEANCHOR BOLTINTO CONC. FND.ABTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-611BURTON LAWN ENTRANCEDETAILS1" = 20'-0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #11L-611NEILSON WEST ENTRANCE PLANSCALE: 3/8" = 1' - 0"PLAN2L-611NEILSON WEST ENTRANCE FOUNDATION PLANSCALE: 3/8" = 1' - 0"PLAN3L-611GRANITE SLAB JOINT DETAILSCALE: 1" = 1' - 0"PLAN/SECTION4L-611NEILSON WEST ENTRACESCALE: 1/4" = 1' - 0"SECTION5L-611NEILSON WEST - ELEVATED WALKSCALE: 1" = 1' - 0"SECTION6L-611ASPHALT STEEL EDGESCALE: 3/4" = 1' - 0"SECTION9L-611ASPHALT STEEL EDGE ELEVATIONSCALE: 3/8" = 1' - 0"SECTION / ELEVATION7L-611ASPHALT STEEL EDGE - SLIP JOINTSCALE: 3/4" = 1' - 0"SECTION8L-611ASPHALT STEEL EDGE MEETING STONE SLABSCALE: 1" = 1' - 0"SECTION
SLAB'A3'SLAB'C3'SLAB'C1''A2'SLAB'E1'SLAB'B3'SLAB'B1'SLAB'B2'SLAB'A1'SLAB'A4'SLAB'C2'SLAB'E4''A5'SLAB'D2'SLAB'D1'SLAB'E3'SLAB'E2'SLAB'D3'SLAB'D5'SLAB'D4'STEP 'A'STEP 'F'SLAB'D6'STEP 'B'STEP 'D'STEP 'C'℄DOORSTEP 'E'ASPHALTPATHASPHALTPATHEXISTING COLUMN AND BASE - VERIFY IN FIELDTEMPLATE EDGE IN FIELDALIGNALIGN3'-11 7/8"5'-4 1/8"3'-11 7/8"5'-4 1/8"EQEQEQEQEQEQEQEQEQEQB1' TYP.AGRANITE SLAB DETAIL3L-611℄DOOR1'-6"5'1'-6"1'-6"5'-5 5/8"3'-3 1/2"8'-4"1'8'-4"1'8'
T
Y
P
.SLAB SHELF190.85SLAB SHELF190.69SLAB SHELF191.06SLAB SHELF190.85SLAB SHELF190.69SLAB SHELF191.062% SLOPE
EXISTING COLUMN AND BASE - VERIFY IN FIELDREIN. CONC. FND.2% SLOPE
5% SLOPE5% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPE
2% SLOPE 2% SLOPE
13'-11 1/2"21'-4 3/4"12'-10 7/8"
24'-10 1/8"SLAB SHELF189.00SLAB SHELF189.16SLAB SHELF190.65STEP SHELF190.05STEP SHELF189.44SLAB SHELF188.84SLAB SHELF188.71STEP SHELF188.11STEP SHELF187.50SLAB SHELF186.90SLAB SHELF186.79STEP SHELF187.26STEP SHELF185.58SLAB SHELF186.05SLAB SHELF184.863'-4 3/8"15'-11 1/4"10'-11"11'-5 7/8"
16'-6 5/8"24'-3 7/8"R36'-2 3/4"R67'-4 5/8"R81'-5"R81'-5"R50'-3 1/8"R81'-5"8'THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-612NEILSON EAST ENTRANCEDETAILS1" = 20'-0"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #11L-612NEILSON EAST ENTRANCE PLANSCALE: 3/8" = 1' - 0"PLAN2L-612NEILSON EAST ENTRANCE FOUNDATION PLANSCALE: 3/8" = 1' - 0"PLAN
SOD / SEEDFINISH GRADE, HAND RAKE SMOOTH.REMOVE ALL STONES >1" DIAMETER.6" MINIMUM DEPTH OF LOAMFREE DRAINING UNDISTURBED ORCOMPACTED SUBGRADE1'LOAM/PLANTING MIXPERENNIALPLANTINGPERENNIAL, PLACE CROWNABOVE MULCH; SPACE ASSHOWN ON PLANT LIST2" SHREDDED BARK MULCH2"SUBSOILNOTES:1.SEE PLANTING PLAN FOR PLANT SPACING. PLANTS TO BEAR SAMERELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS GRADE.2.PROVIDE MIN. 12" LOAM / PLANTING MIX FOR GROUNDCOVERAND PERENNIAL PLANTINGS12" MIN.PLANTING MIXSUBSOILGROUNDCOVERPLANTING2" SHREDDED BARKMULCHGROUNDCOVER, PLACECROWN ABOVE MULCH;SPACE AS SHOWNON PLANT LIST12"NOTES:1.SEE PLANTING PLAN FOR PLANT SPACING. PLANTS TO BEAR SAME RELATIONSHIPTO FINISHED GRADE AS TO PREVIOUS GRADE.2.PROVIDE MIN. 24" LOAM / PLANTING MIX FOR SHRUB PLANTING1/2 DIA. ROOTBALLOR 6" MIN.WHICHEVER IS GREATER.PULL BARK MULCH AWAY FROM BASE OF SHRUB2" SHREDDED BARK MULCH AS SPECIFIEDPLANTING MIX AS SPECIFIED ALONG ENTIRE LENGTHAND WIDTH OF SHRUB BEDSEE PLANS FOR TREATMENT OF ADJACENT AREASLOAMPLACE ROOTBALL ON UNDISTURBED OR COMPACTEDSUBSOILDEPTH OF ROOTBALL
CREATE CONTINUOUS PLANT BED FOR SHRUBSPLANTED CLOSER THAN 42" O.C.SUBSOILROLL BACK BURLAP FROM TOP 1/3 OF ROOT BALLEVERGREENDECIDUOUSUNDISTURBED SUBSOILSURFACE MULCHED OR SEEDEDSLOPELINEPLACE PLANT EQUAL WITH SURROUNDING GRADE2" DEPTH OF MULCH (PULL BACK AWAY FROM BASE OF TREE)PLANTING SOIL AS SPECIFIEDEXCAVATE SHRUB BED TO REQUIRED DEPTH AND BACKFILLWITH SPECIFIED SOIL MIXUNDISTURBED SUBGRADE2 - 3" SHREDDED BARK MULCH, PULL AWAY FROMTRUNKS.MAKE SAUCERS AROUND TREES TO HOLD WATER*.*SAUCERS TO BE REMOVED WHEN IRRIGATIONSYSTEM IS INSTALLED AND FUNCTIONAL.EVERGREENNOTES:1.STAKED/GUYED PER CONTRACTOR'S OPTION.EXCAVATE HOLE TO DIAMETER 3X WIDER THAN ROOTBALL.BACKFILL HOLE WITH PLANTING MIX.EXCAVATE SUBSOIL NO DEEPER THAN THE DEPTH REQUIREDTO PLACE ROOTBALL TO PROPER ELEVATION. PLACEROOTBALL DIRECTLY ON SUBSOIL.TOP OF ROOTBALL SHALL BE EQUAL TO FINISHED GRADEROOT FLARE SHALL BE EXPOSEDROLL BURLAP BACK FROM TOP 13 OF ROOTBALL BEFOREBACKFILLING & CUT ROPE FROM TRUNK. REMOVE ALLSYNTHETIC SOIL WRAPPING MATERIALS (TREATED BURLAP,NYLON TWINE, WIRE BASKETS, ETC.) AND DISCARD.INSTALL TREE PLUMBDECIDUOUSEQ.EQ.EQ.6"UNDISTURBED SUBSOIL1' MIN.SLOPESURFACE MULCHED OR SEEDEDSLOPELINEPLACE PLANT EQUAL WITH SURROUNDING GRADE2" DEPTH OF MULCH (PULL BACK AWAY FROM BASEOF SHRUB)PLANTING SOIL AS SPECIFIEDEXCAVATE SHRUB BED TO REQUIRED DEPTHAND BACKFILL WITH SPECIFIED SOIL MIXEXISTING TREEALL EXPOSED ROOTS WITHIN ROOT PROTECTION AREASHALL BE HAND PRUNED TO HAVE SMOOTH CLEANCUT WITHOUT TEARING OR SPLITTING. TRENCH TO BEBACKFILLED WITH SPECIFIED PLANTING SOIL.24" MIN.12" MAX.SEE LAYOUT PLANFOR WIDTHROOT PROTECTION AREADISTURBED AREAREFER TO PLAN8' TYPICALCL3"
6'NOTE: ALL STEEL SHALL BE GALVANIZED. THERE SHALL BE 1-1/2"MAXIMUM CLEARANCE BETWEEN ALL TENSION BARS AND POSTS.ANGLE POINT OR END PANELS SHALL BE A MINIMUM 6' LENGTH.TENSION BAR2-1/4"Ø LINE POSTS1-5/8"Ø BOTTOM RAIL BEHINDTENSION BANDS 12" O.C.3"Ø END POSTS SET PLUMB, TYPICAL2" GALVANIZED STEEL FABRICFGGALV. TOP WIRE3' TALL FILTER FABRICSIGNCONSTRUCTION ZONETREE PROTECTION ZONETREE PROTECTION FENCE LINEGALVANIZED STEEL FABRICPOSTS DRIVEN INTO GROUND36" TALL FILTER FABRIC FASTEN TO FABRICSIGNBOTTOM RAILGALV. TOP WIRECL9L-613WATTLE STAKED IN POSITION9" DIAMETER STRAW WADDLE WITH WOODEN STAKES 4' O.C.9L-613PLANTING SOILSTAINLESS STEEL EYE BOLTTYPICAL AMPHITHEATER WALLPROPOSED TREESEE PLANTING PLAN (L-500) FORSPECIES AND LOCATIONSEVERGREENDECIDUOUSSTRUCTURE BELOW - SEE OTHERSPLANTING SOIL PER SPEC MIN.GEOFOAM - DEPTH VARIESDEADMAN 6"x8"x4' REINFORCEDCONCRETE PLANK12" STAINLESS STEEL CARRIAGEBOLT @ CORNERS6'-
0
"6'-0"12" X 6" STAINLESS STEEL EYEBOLTS, NUTS & WASHERS2" X 8" P.T. WOOD FRAMETHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1L-613PLANTING DETAILSAS NOTEDTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 1001304/06/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100163/15/2018 2:37:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt
4786.000SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARY
NORTHAMPTON, MACONFORMANCE SETNO.DATEDESCRIPTION103/23/18PACKAGE 4 - ADDENDUM #11L-613SOD / LAWNSCALE: 1" = 1' - 0"SECTION4L-613SHRUB ON SLOPESCALE: 3/8" = 1' - 0"SECTION7L-613EXCAVATION NEAR EXISTING TREESCALE: 3/8" = 1' - 0"SECTION9L-613TREE ANCHOR AT AMPHITHEATER WALLSSCALE: 3/4" = 1' - 0"SECTION2L-613GROUND COVER / PERENNIALSCALE: 3/4" = 1' - 0"SECTION5L-613TREESCALE: 3/8" = 1' - 0"SECTION8L-6136' CHAINLINK FENCE - TREE PROTECTION FENCESCALE: 3/4" = 1' - 0"ELEVATION / SECTION3L-613SHRUBSCALE: 3/8" = 1' - 0"SECTION6L-613TREE ON SLOPESCALE: 3/8" = 1' - 0"SECTION10L-613TREE ON STRUCTURESCALE: 3/8" = 1' - 0"SECTION11L-613DEADMAN FOR SUNKEN COURTYARD TREESSCALE: 1/2" = 1' - 0"SECTION111
FDC
TH
FDH
AR
z
dwg
x
dwg
y
dwg
SYSTEM DESIGNATION - RISER NUMBER
DRAWING NUMBER
r - #
dwg
SYMBOLS - GENERAL ANNOTATION
SECTION NUMBER
CONNECT TO EXISTING
DRAWING NUMBER
ELEVATION NUMBER
DRAWING NUMBER
DETAIL / PART-PLAN NUMBER
DRAWING NUMBER
KEY NOTE##
HYDRAULIC CALCULATION NODE
SINGLE-LINE SYMBOLS - VALVES AND PIPE ACCESSORIES
INDICATING ISOLATION VALVE
CHECK VALVE
INDICATING PRESSURE REGULATING ISOLATION VALVE
NON-INDICATING (DRAIN) VALVE
PILOT OPERATED PRESSURE CONTROL VALVE
PILOT OPERATED PRESSURE RELIEF VALVE
POST INDICATING ISOLATION VALVE
SINGLE-LINE SYMBOLS - RISER AND ALARM CHECK VALVES
WET-PIPE RISER CHECK VALVE
WET-PIPE ALARM CHECK VALVE
DRY-PIPE ALARM CHECK VALVE
PREACTION ALARM CHECK VALVE
DELUGE ALARM CHECK VALVE
SINGLE-LINE SYMBOLS - BACKFLOW PREVENTERS
BACKFLOW PREVENTER - DOUBLE CHECK VALVE ASSEMBLY
BACKFLOW PREVENTER - REDUCED PRESSURE ZONE ASSEMBLY
SINGLE-LINE SYMBOLS - FIRE HOSE VALVES
FIRE HOSE VALVE
FIRE HOSE VALVE AND HOSE REEL
FIRE HOSE VALVE CABINET
FIRE HOSE VALVE / HOSE REEL CABINET
FIRE HOSE VALVE - PRESSURE REGULATING TYPE
SINGLE-LINE SYMBOLS - CONNECTIONS
FIRE DEPARTMENT INLET CONNECTION
FIRE DEPARTMENT OUTLET HYDRANT CONNECTION
FIRE PUMP TEST HEADER CONNECTION
SYMBOLS - SPRINKLERS AND NOZZLES
PENDENT FRAME STANDARD SPRAY PATTERN SPRINKLER
TEST AND DRAIN VALVE
WET SYSTEM AIR RELEASE VENT
PRESSURE RELIEF VALVE (SPRING OPERATED)
UPRIGHT FRAME STANDARD SPRAY PATTERN SPRINKLER
SIDEWALL FRAME STANDARD SPRAY PATTERN SPRINKLER
PENDENT FRAME EXTENDED COVERAGE SPRAY PATTERN SPRINKLER
UPRIGHT FRAME EXTENDED COVERAGE SPRAY PATTERN SPRINKLER
SIDEWALL FRAME EXTENDED COVERAGE SPRAY PATTERN SPRINKLER
PENDENT FRAME ESFR SPRINKLER
UPRIGHT FRAME ESFR SPRINKLER
PENDENT FRAME CMSA STORAGE PROTECTION SPRINKLER
UPRIGHT FRAME CMSA STORAGE PROTECTION SPRINKLER
PENDENT-VERTICAL SIDEWALL FRAME NRTL LISTED WINDOW SPRINKLER
HORIZONTAL SIDEWALL FRAME NRTL LISTED WINDOW SPRINKLER
UPRIGHT FRAME NRTL LISTED ATTIC SPRINKLER
UPRIGHT FRAME NRTL LISTED COMBUSTIBLE CONCEALED SPACE
SPRINKLER
360-DEGREE DISCHARGE NOZZLE
180-DEGREE DISCHARGE NOZZLE
PENDENT FRAME STANDARD SPRAY PATTERN DRY SPRINKLER
UPRIGHT FRAME STANDARD SPRAY PATTERN DRY SPRINKLER
SIDEWALL FRAME STANDARD SPRAY PATTERN DRY SPRINKLER
PENDENT FRAME STANDARD SPRAY PATTERN OPEN DELUGE SPRINKLER
UPRIGHT FRAME STANDARD SPRAY PATTERN OPEN DELUGE SPRINKLER
SIDEWALL FRAME STANDARD SPRAY PATTERN OPEN DELUGE
SPRINKLER
SELECTOR VALVE (GASEOUS AGENTS / WATER MIST)
SYMBOLS - EXISTING EQUIPMENT*
* DASHED LINE-TYPE APPLIES UNIFORMLY TO EXISTING DIV. 21
EQUIPMENT AND PIPING; SYMBOLS SHOWN ARE REPRESENTATIVE.
EXISTING DIV. 21 EQUIPMENT AND PIPING
REMOVAL OF EXISTING DIV. 21 EQUIPMENT AND PIPING
EXISTING SPRINKLER OR NOZZLE
REMOVAL OF EXISTING SPRINKLER OR NOZZLE
EC
WS
DRY
EC
DRY
WATER FLOW SWITCH
PRESSURE GAUGE
ABBREVIATIONS
ACT
AFF
AFG
AHJ
ARCH
BLDG
BOP
BOR
CL
CMU
CONT
DN
DWG
ELEC
ELEV
EX
FT
GALV
GPM
GWB
HAZMAT
INV
INT
MAX
MIN
MECH
MISC
M
MM
NA
NAS
NHS
NC
NIC
NO
NRTL
NTS
QTY
SQFT
SQM
LPM
TEMP
TOR
TYP
W/
ABBREVIATIONS - SYSTEM DESIGNATIONS
CA
DFM
DSP
DST
FDC
FSP
FWS
HCO2
LCO2
OED
PSP
SD
WBFS
WCST
WFM
WSP
WST
WMST
ABBREVIATIONS - EQUIPMENT & MATERIALS
ATS
BFP
BV
CKV
DAV
DCVA
DCDA
DRA
FHV
FHVC
FHZC
FPU
FPUC
FRA
FS
LPS
NRS
OSY
PAV
PIV
PIVW
PMP
PMPC
PRA
PRAC
PRV
PS
RPBA
RPDA
SDR
TH
TS
WAV
WRA
WRV
ZCA
ZCAC
D
ACOUSTICAL CEILING TILE
ABOVE FINISH FLOOR
ABOVE FINISH GRADE
AUTHORITY HAVING JURISDICTION
ARCHITECT
BUILDING
BOTTOM OF PIPE
BOTTOM OF RISER
CENTER LINE
CONCRETE MASONRY UNIT
CONTINUATION
DOWN
DRAWING
ELECTRICAL
ELEVATION
EXISTING
FEET
GALVANIZED
GALLONS PER MINUTE
GYPSUM WALL BOARD
HAZARDOUS MATERIAL
INVERT
INTERLOCK
MAXIMUM
MINIMUM
MECHANICAL
MISCELLANEOUS
METERS
MILLIMETERS
NOT APPLICABLE
NO AUTOMATIC SPRINKLERS
NATIONAL HOSE STANDARD
NORMALLY CLOSED
NOT IN CONTRACT
NORMALLY OPEN
NATIONALLY RECOGNIZED TESTING LABORATORY
NOT TO SCALE
QUANTITY
SQUARE FEET
SQUARE METERS
LITERS PER MINUTE
TEMPERATURE
TOP OF RISER
TYPICAL
WITH
CLEAN AGENT
DRY STANDPIPE FEED-MAIN
DRY SPRINKLER
DRY STANDPIPE
FIRE DEPARTMENT CONNECTION
FOAM-WATER SPRINKLER
FIRE WATER SERVICE
HIGH PRESSURE CARBON DIOXIDE
LOW PRESSURE CARBON DIOXIDE
OPEN END DRAIN
PREACTION SPRINKLER
SPRINKLER DRAIN
WATER-BASED FIRE SUPPRESSION
WET COMBINATION SPRINKLER / STANDPIPE
WET STANDPIPE FEED-MAIN
WET SPRINKLER
WET STANDPIPE
WATER MIST
AUTOMATIC TRANSFER SWITCH
BACKFLOW PREVENTER
BUTTERFLY OR BALL INDICATING VALVE
CHECK VALVE
DRY-PIPE ALARM VALVE
DOUBLE CHECK VALVE ASSEMBLY
DOUBLE CHECK VALVE DETECTOR ASSEMBLY
DRY-PIPE MAIN RISER ASSEMBLY
FIRE HOSE VALVE
FIRE HOSE VALVE CABINET
FIRE HOSE VALVE & ZONE CONTROL ASSEMBLY CABINET
FIRE PUMP
FIRE PUMP CONTROLLER
FOAM-WATER SPRINKLER MAIN RISER ASSEMBLY
FLOW SWITCH
LOW PRESSURE SWITCH
NON RISING STEM GATE VALVE
OUTSIDE SCREW & YOKE INDICATING VALVE
PREACTION VALVE
POST INDICATING VALVE
POST INDICATING VALVE - WALL MOUNT
PRESSURE MAINTENANCE PUMP
PRESSURE MAINTENANCE PUMP
PREACTION MAIN RISER ASSEMBLY
PREACTION MAIN RISER ASSEMBLY CABINET
PRESSURE REGULATING VALVE
PRESSURE SWITCH
REDUCED PRESSURE BACKFLOW ASSEMBLY
REDUCED PRESSURE BACKFLOW DETECTOR ASSEMBLY
SPRINKLER DRAIN RISER
TEST HEADER
TAMPER SWITCH
WET-PIPE ALARM VALVE
WET-PIPE MAIN RISER ASSEMBLY
WET-PIPE MAIN RISER CHECK VALVE
ZONE CONTROL ASSEMBLY
ZONE CONTROL ASSEMBLY CABINET
SYMBOLS - GENERAL NOTE
NOT ALL SYMBOLS USED FOR THIS PROJECT
ABBREVIATIONS - GENERAL NOTE
NOT ALL ABBREVIATIONS USED FOR THIS PROJECT
BEAM PENETRATION
XXX
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NONE
4/5/2018 11:07:10 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FP001
FIRE PROTECTION SYMBOLS
& ABBREVIATIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
RESIDUAL HYDRANT
HYDRANT FLOW TEST RESULTS
DATE CONDUCTED TEST
ELEVATIONDISCHARGE HYDRANTS STATIC
(PSI)
FLOW
(GPM)
RESIDUAL
(PSI)
STANDPIPE SYSTEM INSTALLATION
SPRINKLER SYSTEM INSTALLATION
GENERAL REQUIREMENTS
STANDPIPE SYSTEM DESIGN CRITERIA - NFPA 14
780 CMR FIRE PROTECTION DOCUMENT SUBMITTAL PROCESS
1. THE DESIGN CONTENT OF THESE DRAWINGS IS INTENDED TO SATISFY THE MASSACHUSETTS STATE BUILDING CODE
(MSBC) REQUIREMENTS FOR TIER 1 CONSTRUCTION DOCUMENTS . WHEN STAMPED AND SEALED BY THE ENGINEER
OF RECORD THEY ARE INTENDED TO BE USED AS PART OF THE BUILDING PERMIT APPLICATION ONLY.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A COMPLETE TIER 2 SHOP DRAWING SUBMITTAL
INCLUSIVE OF ALL INFORMATION REQUIRED BY MSBC CH 9 AND THE SPECIFICATIONS. REVIEWED SHOP DRAWINGS
SHALL BE USED FOR SUPPLEMENTAL FIRE PROTECTION SYSTEM INSTALLATION PERMITS WHERE SUCH PERMITS ARE
REQUIRED BY THE LOCAL FIRE OFFICIAL.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A COMPLETE TIER 3 RECORD DRAWING SUBMITTAL
INCLUSIVE OF ALL FIELD CHANGES AND ALL INFORMATION REQUIRED BY MSBC CH 9 AND THE SPECIFICATIONS.
4. TIER 2 AND TIER 3 SUBMITTALS SHALL BE PREPARED BY THE CONTRACTOR'S QUALIFIED DESIGNER AND SHALL
INDICATE THE DESIGNER'S NICET CERTIFICATION NUMBER OR PROFESSIONAL ENGINEERING SEAL & SIGNATURE.
5. IN ACCORDANCE WITH MASSACHUSETTS GENERAL LAW, THE ENGINEER OF RECORD SHALL NOT SIGN AND SEAL TIER
2 OR TIER 3 SUBMITTALS PREPARED BY THE CONTRACTOR. WHERE THE AUTHORITY HAVING JURISDICTION
REQUESTS SHOP DRAWING OR RECORD DRAWING SUBMITTALS TO BE SIGNED AND SEALED BY A PROFESSIONAL
ENGINEER, THE SUBMITTALS SHALL BE PREPARED BY A QUALIFIED PROFESSIONAL ENGINEER RETAINED BY THE
CONTRACTOR.
1. SPRINKLER SYSTEM INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13 AS REFERENCED BY THE
BUILDING CODE.
2. SPRINKLERS SHALL BE PROVIDED THROUGHOUT INCLUDING BUT NOT LIMITED TO:
A. ELECTRIC ROOMS AND CLOSETS
B. TEL/DATA CLOSETS
C. ENTRY VESTIBULES
D. TOP AND BOTTOM OF STAIRWELLS
E. UNDERNEATH UN-ENCLOSED STAIR LANDINGS
F. BATHROOMS
3. ALL SPRINKLERS IN SPACES WITH FINISHED CEILINGS SHALL BE INSTALLED CENTER OF TILE OR ALIGNED
WITH CEILING COMPONENTS WITH NO VISIBLE DEVIATION AND IN ACCORDANCE WITH ARCHITECTURAL
REFLECTED CEILING PLAN.
4. PROVIDE ADDITIONAL SPRINKLERS BEYOND CODE REQUIRED MINIMUMS TO PROVIDE SYMMETRICAL
LAYOUTS AND AS INDICATED ON ARCHITECTURAL REFLECTED CEILING PLAN.
5. ALL PENDENT SPRINKLERS IN AREAS WITH FINISHED CEILINGS SHALL BE INSTALLED ON RETURN BENDS
CONNECTED TO THE TOP OF THE SUPPLYING BRANCH PIPE OR FLEXIBLE SPRINKLER CONNECTIONS.
6. ALL UPRIGHT SPRINKLERS SHALL BE INSTALLED IN WITH 1" RISER NIPPLES AND REDUCING FITTINGS IN
ACCORDANCE WITH DETAILS.
7. BUSHINGS SHALL NOT BE USED.
8. ALL PIPING SHALL BE ARRANGED TO DRAIN BACK TO CONTROL VALVE ASSEMBLY. WHERE PIPING CANNOT
DRAIN BACK TO CONTROL VALVE ASSEMBLY PROVIDE ADDITIONAL DRAIN CONNECTIONS IN ACCORDANCE
WITH NFPA 13 REQUIREMENTS.
9. MAINTAIN REQUIRED CLEARANCES FROM INCLUDING BUT NOT LIMITED TO STRUCTURAL MEMBERS AND
CEILING MOUNTED EQUIPMENT IN ACCORDANCE WITH NFPA 13 REQUIREMENTS.
10. MINIMUM 18" CLEARANCE SHALL BE MAINTAINED BETWEEN SPRINKLER DEFLECTOR AND TOP OF STORAGE
AND SHELVING.
11. PROVIDE INTERMEDIATE OR HIGH TEMPERATURE RATED SPRINKLERS WHERE REQUIRED BY NFPA 13 OR
WHERE AMBIENT TEMPERATURE MAY EXCEED SPRINKLER MAXIMUM AMBIENT TEMPERATURE RATING.
12. ALL PAINTED OR OTHERWISE DAMAGED SPRINKLERS OR COVERPLATES SHALL BE REPLACED WITH NEW.
13. PROVIDE AND INSTALL GUARDS ON SPRINKLERS SUSCEPTIBLE TO MECHANICAL DAMAGE INCLUDING, BUT
NOT LIMITED TO SPRINKLERS IN MECHANICAL ROOMS, AND SPRINKLERS INSTALLED LESS THEN 7' AFF.
14. PROVIDE DRY TYPE SPRINKLERS IN ALL WALK-IN COOLERS/FREEZERS AND ENTRY VESTIBULES.
1. PURPOSE OF ENGINEERING DRAWINGS. THE DRAWINGS ARE DIAGRAMMATIC, THEY ARE NOT INTENDED TO BE
ABSOLUTELY PRECISE; THEY ARE NOT INTENDED TO SPECIFY OR TO SHOW EVERY OFFSET, FITTING AND COMPONENT.
THE PURPOSE OF THE DRAWINGS IS TO INDICATE A SYSTEM CONCEPT, THE MAIN COMPONENTS OF THE SYSTEMS AND
THE APPROXIMATE GEOMETRIC RELATIONSHIPS. BASED UPON THE SYSTEMS CONCEPT, THE MAIN COMPONENTS, AND
THE APPROXIMATE GEOMETRIC RELATIONSHIPS, PROVIDE ALL OTHER COMPONENTS AND MATERIALS NECESSARY TO
MAKE THE SYSTEMS FULLY COMPLETE AND OPERATIONAL.
2. MAKE REASONABLE AND NECESSARY MODIFICATIONS IN LAYOUTS AND COMPONENTS NEEDED TO PREVENT CONFLICT
WITH WORK OF OTHER TRADES AND TO COORDINATE IN ACCORDANCE WITH SPECIFICATIONS.
3. ALL COMPONENTS SHOWN ARE NEW UNLESS SPECIFICALLY NOTED AS EXISTING.
4. MAINTAIN MAXIMUM HEADROOM AT ALL LOCATIONS. ALL PIPING TO BE AS TIGHT TO UNDERSIDE OF DECK AS POSSIBLE.
ALL EXPOSED PIPING SHALL BE APPROVED BY ARCHITECT AND SHALL MAINTAIN REQUIRED CLEARANCES.
5. SYSTEMS SHALL RUN IN A RECTILINEAR FASHION.
6. MAINTAIN COMPLETE AND SEPARATE SET OF INSTALLATION DRAWINGS ON SITE AT ALL TIMES. RECORD WORK
COMPLETED AND ALL MODIFICATIONS CLEARLY AND ACCURATELY.
7. ALL SYSTEM COMPONENTS SHALL COMPLY WITH NFPA REQUIREMENTS AND BE FM APPROVED AND UL-LISTED, AND
SHALL BE INSTALLED IN ACCORDANCE WITH LISTING REQUIREMENTS.
8. THREADED ROD SHALL NOT BE FORMED OR BENT. ALL BOWED, BENT OR OTHERWISE DEFORMED THREADED ROD
SHALL BE REPLACED WITH NEW.
9. ALL CONTROL VALVES SHALL BE INSTALLED SO THAT THE POSITION INDICATOR IS VISIBLE FROM THE FLOOR BELOW.
10. PROVIDE IDENTIFICATION AT CONTROL VALVES, DRAIN VALVES AND TEST CONNECTIONS INDICATING VALVE FUNCTION
AND PORTION OF SYSTEM CONTROLLED.
11. PROVIDE THROUGH PENETRATION FIRESTOP ASSEMBLIES AT ALL PENETRATIONS OF SMOKE AND/OR FIRE RATED
FLOORS AND WALLS IN ACCORDANCE WITH BUILDING CODE AND SPECIFICATION REQUIREMENTS.
12. WHEN THE WORK IS NEARING COMPLETION, THE FIRE PROTECTION CONTRACTOR'S PROJECT EXECUTIVE OR HIS/HER
DESIGNATED REPRESENTATIVE SHALL PHYSICALLY WALK DOWN THE INSTALLATION, EXAMINING IT IN DETAIL, AND
PREPARE A PUNCH LIST CONTAINING AN ITEMIZATION OF WORK REMAINING FOR 100% COMPLETION. SUBMIT THIS TO
THE ENGINEER WHO WILL THEN INSPECT THE WORK AND PREPARE THE ENGINEER'S PROJECT VISIT REPORT.
1. STANDPIPE SYSTEM INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 14 AS REFERENCED BY THE BUILDING
CODE.
2. PROVIDE CONTROL VALVE AT CONNECTION OF EACH STANDPIPE TO FEED MAIN.
3. PROVIDE DRAIN VALVE AT THE BASE OF EACH STANDPIPE.
4. PROVIDE HOSE CONNECTION AT TOP LANDING OF STAIRS WITH STAIRWAY ACCESS TO ROOF. PROVIDE ROOF
MANIFOLD WITH POST INDICATING VALVE THROUGH ROOF AT TOP OF STAIRS WITHOUT STAIRWAY ACCESS TO ROOF.
5. PROVIDE TWO HOSE CONNECTIONS AT TOP OF HYDRAULICALLY MOST REMOTE STANDPIPE.
6. PROVIDE PRESSURE GAUGE WITH CONTROL VALVE AND DRAIN PLUG AT THE TOP OF EACH STANDPIPE.
7. PROVIDE AIR RELIEF VALVES AT THE TOP OF EACH STANDPIPE.
HOSE ALLOWANCE
(GPM)(SQ FT)
MAX AREA PER SPRINKLER
(SQ FT)
CALCULATION AREADESIGN DENSITY
(GPM/SQ FT)OCCUPANCY CLASSIFICATION AREA DESCRIPTION
LIGHT HAZARD OFFICE SPACE, LOBBY, COMMON AREA, RESTROOMS 0.10 1500 225 100
LIGHT HAZARD MEETING ROOM, CONFERENCE ROOM 0.10 1500 225 100
SPRINKLER SYSTEM DESIGN CRITERIA - NFPA 13
ORDINARY HAZARD I MECHANICAL ROOM ELECTRICAL ROOM, TEL/DATA 0.15 1500 130 250
ORDINARY HAZARD I STORAGE ROOMS, STORAGE UNDER 12-FEET 0.15 1500 130 250
ORDINARY HAZARD II LIBRARY - LARGE STACK AREA 0.20 1500 130 250
ORDINARY HAZARD II LOADING DOCK 0.20 1500 130 250
ORDINARY HAZARD II SPECIAL COLLECTIONS - PREACTION SYSTEM 0.20 1950 130 250
ORDINARY HAZARD I TRANSFORMER VAULT - PREACTION SYSTEM 0.15 1950 130 250
LIGHT HAZARD CLASSROOM, EDUCATIONAL 0.10 1500 225 100
MAY 03, 2016 H973 H24 28 103106 2242
NOTE:
SHOP DRAWING HYDRAULIC CALCULATION(S) SUBMITTAL SHALL BE BASED UPON WATER SUPPLY DATA OBTAINED FROM TESTING PERFORMED WITHIN TWELVE (12) MONTHS OF
SUBMITTAL DATE. CONTRACTOR SHALL PERFORM ADDITIONAL FLOW TESTS AS REQUIRED TO SATISFY THIS REQUIREMENT.
NFPA 14
CLASS
MAXIMUM STATIC
PRESSURE (PSI) PRESSURE (PSI)
MINIMUM RESIDUAL
DESIGN FLOW (GPM)
SINGLE OUTLET
DESIGN FLOW (GPM)
TOTAL SYSTEM
NOMINAL SIZE (IN)
FDV OUTLETOUTLET LOCATIONS
CLASS 1 EGRESS STAIRS - MAIN LANDING 2 1/2 175 100 250 1000MANUAL - WET
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NONE
4/5/2018 11:07:17 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FP002
FIRE PROTECTION NOTES &
DESIGN CRITERIA
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
ELECTRICAL SUBSTATION
PREACTION ZONE
(1,358 SF)
LOWER LEVEL
WET-PIPE
SPRINKLER ZONE
(5,595 SF)N.A.S.LEVEL G WET-PIPE
SPRINKLER ZONE
(27,270 SF)LEVEL G SPECIAL
COLLECTIONS
PREACTION ZONE A
(2,395 SF)
LEVEL G SPECIAL
COLLECTIONS
PREACTION ZONE B
(4,276 SF)
OCULUS SPRINKLER ZONE
N.A.S.N.A.S.N.A.S.
N.A.S.
NAS
(EXTERIOR)
OPEN
TO
ABOVEOPEN
TO
ABOVE
LEVEL 1 SPECIAL
COLLECTIONS
PREACTION ZONE
(1,928 SF)
LEVEL 1 WET-PIPE
SPRINKLER ZONE
(23,140 SF)
LEVEL 1 CAFE GLAZING
SPRINKLER ZONE
OPEN
TO
ABOVE
N.A.S.N.A.S.
OPEN TO ABOVE
OPEN TO ABOVE
N.A.S.
LEVEL 2 SPECIAL
COLLECTIONS
PREACTION ZONE
(1,930 SF)
LEVEL 2 WET-PIPE
SPRINKLER ZONE
(19,806 SF)
OCULUS SPRINKLER ZONE
OPEN
TO
ABOVE
N.A.S.N.A.S.
N.A.S.
AREA OPEN TO BELOW SUPPLIED
FROM LEVEL 1 SPRINKLER ZONE
AREA OPEN TO BELOW SUPPLIED
FROM LEVEL 1 SPRINKLER ZONE
LEVEL 3 SPECIAL
COLLECTIONS
PREACTION ZONE
(1,923 SF)
LEVEL 3 WET-PIPE
SPRINKLER ZONE
(23,685 SF)
OCULUS SPRINKLER ZONE NORTH JEWEL BOX
OPENING SPRINKLER ZONE
OPEN
TO
ABOVEOPEN
TO
ABOVE
N.A.S.N.A.S.
N.A.S.
LEVEL 4 WET-PIPE
SPRINKLER ZONE
(9,855 SF)
OCULUS SPRINKLER ZONE NORTH JEWEL BOX
OPENING SPRINKLER ZONE
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/32" = 1'-0"4/5/2018 11:08:05 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FP003
FIRE PROTECTION ZONING
PLANS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/32" = 1'-0"1 FIRE PROTECTION - LEVEL LL ZONING PLAN
1/32" = 1'-0"2 FIRE PROTECTION - LEVEL G ZONING PLAN
1/32" = 1'-0"3 FIRE PROTECTION - LEVEL 1 ZONING PLAN
1/32" = 1'-0"4 FIRE PROTECTION - LEVEL 2 ZONING PLAN
1/32" = 1'-0"5 FIRE PROTECTION - LEVEL 3 ZONING PLAN
1/32" = 1'-0"6 FIRE PROTECTION - LEVEL 4 ZONING PLAN
NO. DATE DESCRIPTION
L03
MAIN ELECTRICAL
ROOM
ST L04
STAIR 4
EL L04
ELEVATOR 4
ELEVATOR
CONTROL
ROOM
L06
L05
EMERGENCY
ELECTRICAL
L02
MECHANICAL
L01
LOWER LOBBY
L01C
BLDG STORAGE
6" FWS
INCOMING 6" FIRE SERVICE
(REFER TO CIVIL DRAWINGS
FOR CONTINUATION)
6" FDC
6" WFM6" WFM
6" WFM6" DCVA
6" WRA
(ALUMNAE GYM)
6" WRA
(LIBRARY)
6" PRA
(ELECTRICAL SUBSTATION)
2 1/2" BV
1
FP20LL
6" F UP
6" WFM
6" WFM
3" ZCA
(LOWER LEVEL
SPRINKLER ZONE)
3" WSP
3" WSP3" WSP3" PSP 3" PSP
N.A.S.
WST-4
FP501
FROM FREESTANDING FIRE DEPARTMENT
CONNECTION (REFER TO CIVIL
DRAWINGS FOR CONTINUATION)6" FDC23
29
28 27 26 25 24 22
A
D
D.9
F.3
H
AG-1
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
C
B
E.3
30
25.5
G.6
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
PROVIDE 1" PIPE FROM MOST REMOTE BRANCH BACK TO PREACTION
VALVE TERMINATING AT REMOTE INSPECTORS TEST CONNECTION.6" FDC6" BV
2 1/2" FHVC
2 1/2" WST
2 1/2"
FHVC
6" CKV
DST2DST2
RCV1
DCVA
TEST
DELEGATED DESIGN SPRINKLER NOTES:
1.PROVIDE SPRINKLER PROTECTION THROUGHOUT IN ACCORDANCE WITH NFPA 13 UNLESS OTHERWISE NOTED.
2.REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS,
ELEVATIONS, AND SECTIONS.
3.IN AREAS WITH FINISHED CEILINGS, LOCATE SPRINKLERS IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF
CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES.
4.PROVIDE SPRINKLER PROTECTION BENEATH OBSTRUCTIONS AND CLUSTERED OBSTRUCTIONS OVER 48" IN WIDTH (INCLUDING BUT NOT
LIMITED TO DUCTWORK AND PLATFORMS).
5.PROVIDE SPRINKLER PROTECTION WITHIN CEILING POCKETS WHICH EXCEED NFPA 13 LIMITATIONS FOR DEPTH, VOLUME, AND DISTANCE TO
ADJACENT POCKETS.
6.IN AREAS OPEN TO STRUCTURE ABOVE, LOCATE SPRINKLERS WITHIN BEAM POCKETS AND MAINTAIN SPRINKLER CLEARANCE FROM
STRUCTURAL MEMBERS IN ACCORDANCE WITH NFPA 13.
7.LOCATE SPRINKLERS WITH RESPECT TO CEILING AND FLOOR MOUNTED OBSTRUCTIONS SIMILAR TO (BUT NOT LIMITED TO) SHELVING, ROOM
DIVIDERS, LIGHT FIXTURES, EXIT SIGNS, SOFFITS AND CHANGES IN CEILING ELEVATION AND MAINTAIN CLEARANCE IN ACCORDANCE WITH
NFPA 13.
8.SPRINKLER PIPING SHALL NOT BE ROUTED OVER ELECTRICAL OR IT/AV/SEC EQUIPMENT OR THROUGH ELECTRICAL OR IT/AV/SEC ROOMS.
9.SHOP DRAWINGS INCLUSIVE OF SPRINKLER AND BRANCH LAYOUTS AND CORRESPONDING HYDRAULIC CALCULATIONS SHALL BE
PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE
PROTECTION SYSTEM INSTALLATION PERMITS.
A EXZA
INCOMING 6" FIRE SERVICE
6" DCVA
6" WRA
(ALUMNAE GYM)
6" PRA
(ELECTRICAL
SUBSTATION)
3" ZCA
(LOWER LEVEL
SPRINKLER ZONE)
TO ALUMNAE GYM
SPRINKLER SYSTEM
(CAPPED)
TO SPRINKLER
STANDPIPE
DISTRIBUTION
3" PSP3" WFM6" WFM6" FWS6" WFM6" WFM
A
6" WRA
(LIBRARY)
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
As indicated
4/5/2018 11:08:21 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FP20LL
FIRE PROTECTION LL PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/2" = 1'-0"1 RISER MANIFOLD ELEVATION VIEW
NO. DATE DESCRIPTION
DN
DN
4" PRA
6" BV
6" BV
6" BV
6" WFM DN
6" WFM 6" WFM
4" PRA
4" PSP4" PSP 4" PSP4" PSP 4" PSP4" WSP4" WSP4" WSP
4" WSP
4" WSP4" WSP
4" WSP6" WFM6" WFM
6" WFM6" WFM
OPEN TO ABOVE
N.A.S.
N.A.S.
N.A.S.
WST-4
FP501
WCST-1
FP501
WCST-2
FP501
WFM-1
FP501
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8282726252422
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
?
?
?
?
?
?
PROVIDE 1" PIPE FROM MOST REMOTE BRANCH
BACK TO PREACTION VALVE TERMINATING AT
REMOTE INSPECTORS TEST CONNECTION.
PROVIDE 1" PIPE FROM MOST REMOTE BRANCH
BACK TO PREACTION VALVE TERMINATING AT
REMOTE INSPECTORS TEST CONNECTION.
1
FP403
2
FP401
N.A.S.
007V
SOUTH ENTRY
VESTIBULE
011
TLR CLASSROOM
EL004
ELEVATOR 4 012
DIGITAL MEDIA HUB
003
SC SECURE STACKS
005
SC SECURE STACKS
001
MAIN HALL
009B
COLLAB ROOM
001A
TELECOM
001B
ELEC
004
CENTRAL SERVICE
POINT SUPPORT
T001
WOMEN
012G
JANITOR
012E
COLLAB ROOM
012D
COMPUTER
CLASSROOM
012B
MEDIA PRODUCTION
STUDIO
001F
FA. CL
001C
PRE ACTION
015A
OPEN READING
010V
WEST VESTIBULE
005A
SC SECURE CORR.
EL001
ELEVATOR 1
EL003
ELEVATOR 3
?
?
ST002
STAIR 2
ST001
STAIR 1
009G
OFFICE
009
STAFF WORKROOM
009D
COLLAB ROOM
009C
OFFICE
009A
OFFICE
010
OPEN COLLAB
012A
MEDIA PRODUCTION
STUDIO (SELF
SERVE)
012H
ELEVATOR CONTROL
ROOM
007
SOUTH ENTRY
ST003
STAIR 3 (OCULUS)
001D
CENTRAL SERVICE
POINT
012F
COLLAB ROOM
002
BOILER ROOM
ST004
STAIR 4
EL002
ELEVATOR 2
010A
COLLAB ROOM
T002
MEN
009F
STORAGE
009E
OFFICE
011A
CLOSET
011B
AV CL.
S004
SHAFT
S003
SHAFT S009
SHAFT
006
CORR
009H
OFFICE
009J
OFFICE
009K
OFFICE
009L
OFFICE
1
FP402
OPEN TO ABOVE
001E
PHONE
010B
PHONE
PROVIDE TYCO WINDOW SPRINKLER
PROTECTION ON BOTH SIDES OF
GLAZING INSTALLED IN ACCORDANCE
WITH MANUFACTURER REQUIREMENTS
AND SPRINKLER PROTECTION BENEATH
STAIR SUPPLIED FROM DEDICATED ZCA
(REFER TO DETAIL 4 ON A961 FOR
ADDITIONAL INFORMATION)
2 1/2" WSP UP
4" WSP
TO OCULUS SPRINKLER ZONE
FHZC
(2 1/2" FHV)
(4" ZCA)
2 1/2" FHVC
2 1/2" FHVC
SD-2
FP501
SD-1
FP501
2 1/2" ZCA (OCULUS)
BEAM PENETRATION (TYP)
S1LG
DST1
DELEGATED DESIGN SPRINKLER NOTES:
1.PROVIDE SPRINKLER PROTECTION THROUGHOUT IN ACCORDANCE WITH NFPA 13 UNLESS OTHERWISE NOTED.
2.REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS,
ELEVATIONS, AND SECTIONS.
3.IN AREAS WITH FINISHED CEILINGS, LOCATE SPRINKLERS IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF
CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES.
4.PROVIDE SPRINKLER PROTECTION BENEATH OBSTRUCTIONS AND CLUSTERED OBSTRUCTIONS OVER 48" IN WIDTH (INCLUDING BUT NOT
LIMITED TO DUCTWORK AND PLATFORMS).
5.PROVIDE SPRINKLER PROTECTION WITHIN CEILING POCKETS WHICH EXCEED NFPA 13 LIMITATIONS FOR DEPTH, VOLUME, AND DISTANCE TO
ADJACENT POCKETS.
6.IN AREAS OPEN TO STRUCTURE ABOVE, LOCATE SPRINKLERS WITHIN BEAM POCKETS AND MAINTAIN SPRINKLER CLEARANCE FROM
STRUCTURAL MEMBERS IN ACCORDANCE WITH NFPA 13.
7.LOCATE SPRINKLERS WITH RESPECT TO CEILING AND FLOOR MOUNTED OBSTRUCTIONS SIMILAR TO (BUT NOT LIMITED TO) SHELVING, ROOM
DIVIDERS, LIGHT FIXTURES, EXIT SIGNS, SOFFITS AND CHANGES IN CEILING ELEVATION AND MAINTAIN CLEARANCE IN ACCORDANCE WITH
NFPA 13.
8.SPRINKLER PIPING SHALL NOT BE ROUTED OVER ELECTRICAL OR IT/AV/SEC EQUIPMENT OR THROUGH ELECTRICAL OR IT/AV/SEC ROOMS.
9.SHOP DRAWINGS INCLUSIVE OF SPRINKLER AND BRANCH LAYOUTS AND CORRESPONDING HYDRAULIC CALCULATIONS SHALL BE
PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE
PROTECTION SYSTEM INSTALLATION PERMITS.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 11:08:38 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FP200G1
FIRE PROTECTION LEVEL G
SOUTH PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
DN
4" WSP4" WSP4" WSP10 9 8
7 6 3 2 - 1
A
D
D.9
F.3
H
J
- K
EXK
4
E.5
5
D.4
G
1.7
D.3
C.9
D.8
E
F
E.7
C
D.1
B
E.3
E.6
G.6
1
K.1
K
014
MECHANICAL
013
SUNKEN
COURTYARD
015A
OPEN READING
NAS (EXTERIOR)
DELEGATED DESIGN SPRINKLER NOTES:
1.PROVIDE SPRINKLER PROTECTION THROUGHOUT IN ACCORDANCE WITH NFPA 13 UNLESS OTHERWISE NOTED.
2.REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS,
ELEVATIONS, AND SECTIONS.
3.IN AREAS WITH FINISHED CEILINGS, LOCATE SPRINKLERS IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF
CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES.
4.PROVIDE SPRINKLER PROTECTION BENEATH OBSTRUCTIONS AND CLUSTERED OBSTRUCTIONS OVER 48" IN WIDTH (INCLUDING BUT NOT
LIMITED TO DUCTWORK AND PLATFORMS).
5.PROVIDE SPRINKLER PROTECTION WITHIN CEILING POCKETS WHICH EXCEED NFPA 13 LIMITATIONS FOR DEPTH, VOLUME, AND DISTANCE TO
ADJACENT POCKETS.
6.IN AREAS OPEN TO STRUCTURE ABOVE, LOCATE SPRINKLERS WITHIN BEAM POCKETS AND MAINTAIN SPRINKLER CLEARANCE FROM
STRUCTURAL MEMBERS IN ACCORDANCE WITH NFPA 13.
7.LOCATE SPRINKLERS WITH RESPECT TO CEILING AND FLOOR MOUNTED OBSTRUCTIONS SIMILAR TO (BUT NOT LIMITED TO) SHELVING, ROOM
DIVIDERS, LIGHT FIXTURES, EXIT SIGNS, SOFFITS AND CHANGES IN CEILING ELEVATION AND MAINTAIN CLEARANCE IN ACCORDANCE WITH
NFPA 13.
8.SPRINKLER PIPING SHALL NOT BE ROUTED OVER ELECTRICAL OR IT/AV/SEC EQUIPMENT OR THROUGH ELECTRICAL OR IT/AV/SEC ROOMS.
9.SHOP DRAWINGS INCLUSIVE OF SPRINKLER AND BRANCH LAYOUTS AND CORRESPONDING HYDRAULIC CALCULATIONS SHALL BE
PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE
PROTECTION SYSTEM INSTALLATION PERMITS.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 11:08:51 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FP200G2
FIRE PROTECTION LEVEL G
NORTH PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
4" PSP 4" PSP2 1/2" WSP2 1/2" WSP
2 1/2" WSP
2 1/2" WSP
2 1/2" WSP
2 1/2" WSP
2 1/2" WSP2 1/2" WSPOPEN TO ABOVE
N.A.S.
N.A.S.
OPEN TO ABOVE
23 21 20 19 18 17 16 15 14 13 12 11 10 9
29
28 27 26 25 24 22
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
100V
EAST VESTIBULE
100
EAST ENTRY
105
SC SECURE STACKS
108D
OFFICE
107
LIBRARY
ADMINISTRATION
107D
OFFICE 108A
GROUP STUDY
108J
GROUP STUDY
108
NC HUB - TLR AND
ACADEMIC SUCCESS
108F
SEMINAR ROOM
108H
ASSISTIVE TECH
101
MAIN HALL
103
CONWAY CENTER
102
BROWSING ROOM
CLASSROOM
110B
CAFE SERVICE
104
SERVICE POINT
SUPPORT
T101
W/GN TOILET ROOM
T102
M/GN TOILET ROOM
101A
TELECOM
101B
ELEC.
103A
CONWAY - SHARED
OFFICE
110C
CAFE SUPPORT
101F
FIRE ALARM
101C
PRE ACTION
110A
READING ROOM
EL102
ELEVATOR 2
106
SC - COLLECTIONS
WORKROOM
106D
SC OFFICE
111
EXIT PASSAGEWAY
ST103
STAIR 3
ST102
STAIR 2
ST101
STAIR 1
EL101
ELEVATOR 1
EL103
ELEVATOR 3
107C
OFFICE - DEAN OF
LIBRARIES
103C
CONWAY - OFFICE
103E
CONWAY - OFFICE
101D
MAIN SERVICE POINT
108B
GROUP STUDY
PROVIDE 1" PIPE FROM MOST REMOTE BRANCH
BACK TO PREACTION VALVE TERMINATING AT
REMOTE INSPECTORS TEST CONNECTION.
OPEN TO ABOVE
OPEN TO ABOVE
2 1/2" WSP UP
N.A.S.
2 1/2" WSP
PROVIDE TYCO WINDOW SPRINKLER
PROTECTION ON BOTH SIDES OF
GLAZING INSTALLED IN ACCORDANCE
WITH MANUFACTURER REQUIREMENTS
SUPPLIED FROM DEDICATED ZCA
(REFER TO DETAIL 5 ON A960 FOR
ADDITIONAL INFORMATION)
BEAM PENETRATION (TYP)
FP402
2
4" PRA
WCST-2
FP501
FHZC
(2 1/2" FHV)
(2 1/2" ZCA)
FHZC
(2 1/2" FHVC)
(2 1/2" ZCA)
WCST-1
FP501
WFM-1
FP501
SD-2
FP501
SD-1
FP501
2 1/2" WSP UP
TO CAFE GLAZING
SPRINKLER ZONE
2 1/2" WSPDELEGATED DESIGN SPRINKLER NOTES:
1.PROVIDE SPRINKLER PROTECTION THROUGHOUT IN ACCORDANCE WITH NFPA 13 UNLESS OTHERWISE NOTED.
2.REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS,
ELEVATIONS, AND SECTIONS.
3.IN AREAS WITH FINISHED CEILINGS, LOCATE SPRINKLERS IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF
CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES.
4.PROVIDE SPRINKLER PROTECTION BENEATH OBSTRUCTIONS AND CLUSTERED OBSTRUCTIONS OVER 48" IN WIDTH (INCLUDING BUT NOT
LIMITED TO DUCTWORK AND PLATFORMS).
5.PROVIDE SPRINKLER PROTECTION WITHIN CEILING POCKETS WHICH EXCEED NFPA 13 LIMITATIONS FOR DEPTH, VOLUME, AND DISTANCE TO
ADJACENT POCKETS.
6.IN AREAS OPEN TO STRUCTURE ABOVE, LOCATE SPRINKLERS WITHIN BEAM POCKETS AND MAINTAIN SPRINKLER CLEARANCE FROM
STRUCTURAL MEMBERS IN ACCORDANCE WITH NFPA 13.
7.LOCATE SPRINKLERS WITH RESPECT TO CEILING AND FLOOR MOUNTED OBSTRUCTIONS SIMILAR TO (BUT NOT LIMITED TO) SHELVING, ROOM
DIVIDERS, LIGHT FIXTURES, EXIT SIGNS, SOFFITS AND CHANGES IN CEILING ELEVATION AND MAINTAIN CLEARANCE IN ACCORDANCE WITH
NFPA 13.
8.SPRINKLER PIPING SHALL NOT BE ROUTED OVER ELECTRICAL OR IT/AV/SEC EQUIPMENT OR THROUGH ELECTRICAL OR IT/AV/SEC ROOMS.
9.SHOP DRAWINGS INCLUSIVE OF SPRINKLER AND BRANCH LAYOUTS AND CORRESPONDING HYDRAULIC CALCULATIONS SHALL BE
PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE
PROTECTION SYSTEM INSTALLATION PERMITS.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 11:09:05 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FP201
FIRE PROTECTION LEVEL 1
PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
UPUP
DN
C
FD
2 1/2" WSP2 1/2" WSP
2 1/2" WSP
2 1/2" WSP
2 1/2" WSP
2 1/2" WSP
2 1/2" WSP2 1/2" WSPOPEN TO ABOVE
OPEN TO ABOVE
N.A.S.
N.A.S.
PROVIDE TYCO WINDOW
SPRINKLER PROTECTION ON
FLOOR SIDE OF GLAZING
INSTALLED IN ACCORDANCE WITH
MANUFACTURER REQUIREMENTS
SUPPLIED FROM DEDICATED ZCA
(REFER TO DETAIL 2 ON A960 FOR
ADDITIONAL INFORMATION)
SUPPLY SPRINKLERS
WITHIN AREA FROM
LEVEL 1 SPRINKLER ZONE
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8282726252422
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
?
?
SUPPLY SPRINKLERS
WITHIN AREA FROM LEVEL 1
SPRINKLER ZONE
2 1/2" WSP DN
2 1/2" WSP DN
4" PSP 4" PSP205
SC SECURE STACKS
204
SC EXHIBIT
201A
TELECOM
201B
ELEC
201F
FIRE ALARM
201C
PRE ACTION
206
SC - TECHNOLOGY
WORKROOM
206D
SC OFFICE
208B
CAVERNO
208
NC HUB - ACADEMIC
SUCCESS
ST103
STAIR 3
210A
STORAGE
ST201
STAIR 1
EL201
ELEVATOR 1
EL203
ELEVATOR 3
ST202
STAIR 2
EL202
ELEVATOR 2
208A
REFLECTION ROOM
209
SEMINAR ROOM
T201
GN TOILET ROOM
209A
STORAGE
207
HALL
205B
SC SECURE HALL
201
HALL
206A
SC SHARED OFFICE
206B
SC OFFICE
206C
SC OFFICE
S203
SHAFT
S204
SHAFT
S207
SHAFT
S205
SHAFT
S206
SHAFT
S201
SHAFT
S202
SHAFT
N.A.S.
1
FP402
2 1/2" WSP
2 1/2" WSP UP
2 1/2" WSP
2
FP403
2 1/2" WSP
TO OCULUS SPRINKLERS
2 1/2" WSP2 1/2" WSP
BEAM PENETRATION (TYP)
PROVIDE CLOSELY SPACED
STANDARD SPRAY SPRINKLERS
(6' ON CENTER), 4"-12" FROM
FACE OF OCULUS DRAFT STOP
ON FLOOR SIDE SUPPLIED FROM
DEDICATED ZCA
TO NORTH JEWEL BOX
OPENING SPRINKLER ZONE
4" PRA
WCST-2
FP501
FHZC
(2 1/2" FHV)
(2 1/2" ZCA)FHZC
(2 1/2" FHV)
(2 1/2" ZCA)
WCST-1
FP501
WFM-1
FP501
SD-2
FP501
SD-1
FP501
DELEGATED DESIGN SPRINKLER NOTES:
1.PROVIDE SPRINKLER PROTECTION THROUGHOUT IN ACCORDANCE WITH NFPA 13 UNLESS OTHERWISE NOTED.
2.REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS,
ELEVATIONS, AND SECTIONS.
3.IN AREAS WITH FINISHED CEILINGS, LOCATE SPRINKLERS IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF
CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES.
4.PROVIDE SPRINKLER PROTECTION BENEATH OBSTRUCTIONS AND CLUSTERED OBSTRUCTIONS OVER 48" IN WIDTH (INCLUDING BUT NOT
LIMITED TO DUCTWORK AND PLATFORMS).
5.PROVIDE SPRINKLER PROTECTION WITHIN CEILING POCKETS WHICH EXCEED NFPA 13 LIMITATIONS FOR DEPTH, VOLUME, AND DISTANCE TO
ADJACENT POCKETS.
6.IN AREAS OPEN TO STRUCTURE ABOVE, LOCATE SPRINKLERS WITHIN BEAM POCKETS AND MAINTAIN SPRINKLER CLEARANCE FROM
STRUCTURAL MEMBERS IN ACCORDANCE WITH NFPA 13.
7.LOCATE SPRINKLERS WITH RESPECT TO CEILING AND FLOOR MOUNTED OBSTRUCTIONS SIMILAR TO (BUT NOT LIMITED TO) SHELVING, ROOM
DIVIDERS, LIGHT FIXTURES, EXIT SIGNS, SOFFITS AND CHANGES IN CEILING ELEVATION AND MAINTAIN CLEARANCE IN ACCORDANCE WITH
NFPA 13.
8.SPRINKLER PIPING SHALL NOT BE ROUTED OVER ELECTRICAL OR IT/AV/SEC EQUIPMENT OR THROUGH ELECTRICAL OR IT/AV/SEC ROOMS.
9.SHOP DRAWINGS INCLUSIVE OF SPRINKLER AND BRANCH LAYOUTS AND CORRESPONDING HYDRAULIC CALCULATIONS SHALL BE
PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE
PROTECTION SYSTEM INSTALLATION PERMITS.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 11:09:25 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FP202
FIRE PROTECTION LEVEL 2
PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
DN
DNUP
UP
DN
DN
C
FD
FD
4" PSP 4" PSPOPEN TO ABOVE
OPEN TO ABOVE
N.A.S.
N.A.S.
2 1/2" WSP
2 1/2" WSP
2 1/2" WSP
2 1/2" WSP2 1/2" WSP2 1/2" WSP23 21 20 19 18 17 16 15 14 13 12 11 10 9 8282726252422
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
?
?
2 1/2" WSP UP
309F
STAFF ROOM
310B
COLLAB ROOM
303
SPECIAL
COLLECTIONS
CLASSROOM
302
COLLOCOTT
READING RM
301E
GROUP STUDY 310C
COLLAB ROOM
304A
EXHIBIT PREP
301A
TELECOM
301B
ELEC
307D
CONSULT
307C
CONSULT
305
SC SECURE STACKS
304
SC CLASSROOM
T301
WOMEN
T302
MEN/GN
307B
SC MEETING ROOM
301F
GROUP STUDY
301G
FIRE ALARM
301C
PRE ACTION
EL302
ELEVATOR 2
307
SPECIAL
COLLECTIONS
READING ROOM
308
SPECIAL
COLLECTIONS
ENTRY
306
SC STAFF
WORKROOM
310
OPEN READING
ROOM
309E
OFFICE - D&A
309C
INTER LIBRARY
LOAN
309A
MEETING ROOM
309H
OFFICE - D&A
309D
OFFICE - D&A
?
?
309G
STORAGE
ST103
STAIR 3
310A
STORAGE
ST301
STAIR 1
EL301
ELEVATOR 1
EL303
ELEVATOR 3
ST302
STAIR 2
309
DISCOVERY &
ACCESS
309J
PHONE (ADA)
301D
PHONE
S303
SHAFT
S304
SHAFT
S307
SHAFT
305B
SC SECURE HALL
S301
SHAFT
S302
SHAFT
S305
SHAFT
S306
SHAFT
N.A.S.
1
FP402
2 1/2" WSP
2 1/2" WSP
PROVIDE TYCO WINDOW
SPRINKLER PROTECTION ON
FLOOR SIDE OF GLAZING
INSTALLED IN ACCORDANCE WITH
MANUFACTURER REQUIREMENTS
SUPPLIED FROM DEDICATED ZCA
(REFER TO DETAIL 3 ON A960 FOR
ADDITIONAL INFORMATION)
PROVIDE CLOSELY SPACED
STANDARD SPRAY SPRINKLERS
(6' ON CENTER), 4"-12" FROM
FACE OF OCULUS GLAZING ON
FLOOR SIDE SUPPLIED FROM
DEDICATED ZCA
2
FP403
TO NORTH JEWEL BOX
OPENING SPRINKLER ZONE
TO OCULUS SPRINKLER ZONE
4" PRA
WCST-2
FP501
FHZC
(2 1/2" FHV)
(2 1/2" ZCA)2 1/2" FHVC
6" WFM UPWCST-1
FP501
WFM-1
FP501
SD-2
FP501
SD-1
FP501
DELEGATED DESIGN SPRINKLER NOTES:
1.PROVIDE SPRINKLER PROTECTION THROUGHOUT IN ACCORDANCE WITH NFPA 13 UNLESS OTHERWISE NOTED.
2.REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS,
ELEVATIONS, AND SECTIONS.
3.IN AREAS WITH FINISHED CEILINGS, LOCATE SPRINKLERS IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF
CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES.
4.PROVIDE SPRINKLER PROTECTION BENEATH OBSTRUCTIONS AND CLUSTERED OBSTRUCTIONS OVER 48" IN WIDTH (INCLUDING BUT NOT
LIMITED TO DUCTWORK AND PLATFORMS).
5.PROVIDE SPRINKLER PROTECTION WITHIN CEILING POCKETS WHICH EXCEED NFPA 13 LIMITATIONS FOR DEPTH, VOLUME, AND DISTANCE TO
ADJACENT POCKETS.
6.IN AREAS OPEN TO STRUCTURE ABOVE, LOCATE SPRINKLERS WITHIN BEAM POCKETS AND MAINTAIN SPRINKLER CLEARANCE FROM
STRUCTURAL MEMBERS IN ACCORDANCE WITH NFPA 13.
7.LOCATE SPRINKLERS WITH RESPECT TO CEILING AND FLOOR MOUNTED OBSTRUCTIONS SIMILAR TO (BUT NOT LIMITED TO) SHELVING, ROOM
DIVIDERS, LIGHT FIXTURES, EXIT SIGNS, SOFFITS AND CHANGES IN CEILING ELEVATION AND MAINTAIN CLEARANCE IN ACCORDANCE WITH
NFPA 13.
8.SPRINKLER PIPING SHALL NOT BE ROUTED OVER ELECTRICAL OR IT/AV/SEC EQUIPMENT OR THROUGH ELECTRICAL OR IT/AV/SEC ROOMS.
9.SHOP DRAWINGS INCLUSIVE OF SPRINKLER AND BRANCH LAYOUTS AND CORRESPONDING HYDRAULIC CALCULATIONS SHALL BE
PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE
PROTECTION SYSTEM INSTALLATION PERMITS.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 11:09:42 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FP203
FIRE PROTECTION LEVEL 3
PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
DN
DN
DN2 1/2" WSPOPEN TO BELOW
OPEN TO BELOW
N.A.S.
N.A.S.
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
29
28 27 26 25 24 22
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
?
?
2 1/2" WSP DN
401
ROOFTOP READING
ROOM
405
EXTERIOR TERRACE
403
CATERING PREP
402
MECHANICAL ROOM
ST402
STAIR 2ST401
STAIR 1
EL403
ELEVATOR 3
EL402
ELEVATOR 2
402B
TELECOM
402C
ELEC
401A
FIRE ALARM
406
WOMEN
407
MEN
N.A.S.
3
FP401
401B
AV CLOSET
2 1/2" WSP DN
PROVIDE TYCO WINDOW
SPRINKLERS (6' ON CENTER),
4"-12" FROM FACE OF OCULUS
GLAZING ON FLOOR SIDE AND
SPRINKLER PROTECTION AT
TOP OF OCULUS SUPPLIED
FROM DEDICATED ZCA
PROVIDE SPRINKLER
PROTECTION AT TOP
OF NORTH JEWEL BOX
OPENING SUPPLIED
FROM DEDICATED ZCA
2
FP403
WCST-1
FP501
WCST-2
FP501
FHZC
(2 1/2" FHV)
(2 1/2" ZCA)
2 1/2" FHVC
BEAM PENETRATION (TYP)
SD-1
FP501
TO OCULUS SPRINKLER ZONE
DELEGATED DESIGN SPRINKLER NOTES:
1.PROVIDE SPRINKLER PROTECTION THROUGHOUT IN ACCORDANCE WITH NFPA 13 UNLESS OTHERWISE NOTED.
2.REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING PLANS,
ELEVATIONS, AND SECTIONS.
3.IN AREAS WITH FINISHED CEILINGS, LOCATE SPRINKLERS IN THE CENTER OF SUSPENDED CEILING TILES, ALONG THE CENTER-LINE OF
CEILING FEATURES AND IN-LINE WITH ADJACENT CEILING FIXTURES.
4.PROVIDE SPRINKLER PROTECTION BENEATH OBSTRUCTIONS AND CLUSTERED OBSTRUCTIONS OVER 48" IN WIDTH (INCLUDING BUT NOT
LIMITED TO DUCTWORK AND PLATFORMS).
5.PROVIDE SPRINKLER PROTECTION WITHIN CEILING POCKETS WHICH EXCEED NFPA 13 LIMITATIONS FOR DEPTH, VOLUME, AND DISTANCE TO
ADJACENT POCKETS.
6.IN AREAS OPEN TO STRUCTURE ABOVE, LOCATE SPRINKLERS WITHIN BEAM POCKETS AND MAINTAIN SPRINKLER CLEARANCE FROM
STRUCTURAL MEMBERS IN ACCORDANCE WITH NFPA 13.
7.LOCATE SPRINKLERS WITH RESPECT TO CEILING AND FLOOR MOUNTED OBSTRUCTIONS SIMILAR TO (BUT NOT LIMITED TO) SHELVING, ROOM
DIVIDERS, LIGHT FIXTURES, EXIT SIGNS, SOFFITS AND CHANGES IN CEILING ELEVATION AND MAINTAIN CLEARANCE IN ACCORDANCE WITH
NFPA 13.
8.SPRINKLER PIPING SHALL NOT BE ROUTED OVER ELECTRICAL OR IT/AV/SEC EQUIPMENT OR THROUGH ELECTRICAL OR IT/AV/SEC ROOMS.
9.SHOP DRAWINGS INCLUSIVE OF SPRINKLER AND BRANCH LAYOUTS AND CORRESPONDING HYDRAULIC CALCULATIONS SHALL BE
PREPARED BY THE INSTALLER'S QUALIFIED DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE
PROTECTION SYSTEM INSTALLATION PERMITS.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"2/27/2018 9:19:24 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FP204
FIRE PROTECTION LEVEL 4
PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
NO. DATE DESCRIPTION
04/06/2018
CONFORMANCE SET
LEVEL 1
192' - 2"
LEVEL 3
214' - 2"
LEVEL 4 MECH
224' - 8"
ROOF
227' - 3"
ROOF (HP)
243' - 2"
LEVEL 2
203' - 2"
SOUTH ENTRY
177' - 6"
LEVEL G
175' - 11"
Existing Roof
239' - 3"
Existing Level 5
226' - 8 3/4"
Existing Level 4
216' - 7 1/2"
Existing Level 3
208' - 5 1/2"
Existing Level 2
200' - 4"
Existing Level 1
192' - 2"
Existing Level A
184' - 0 1/2"
Existing Level B
175' - 11"
Existing Level C -
North
168' - 3"
LEVEL 4
228' - 3"
F.3 EXKE.5 EFE.7 E.3
RECESSED FHZC WITH:
4" ZCA & 2 1/2" FHV
RECESSED FHZC WITH:
2 1/2" ZCA & 2 1/2" FHV
(TYP)
TO LEVEL G
SPRINKLER ZONE
TO LEVEL 1
SPRINKLER ZONE
TO LEVEL 2
SPRINKLER ZONE
TO LEVEL 3
SPRINKLER ZONE
TO LEVEL 4
SPRINKLER ZONE
6" WFM6" WFM2 1/2" WSP
2 1/2" WSP
2 1/2" WSP
4" WSP
6" BV
LEVEL 1
192' - 2"
LEVEL 3
214' - 2"
LEVEL 4 MECH
224' - 8"
ROOF
227' - 3"
ROOF (HP)
243' - 2"
LEVEL 2
203' - 2"
SOUTH ENTRY
177' - 6"
LEVEL G
175' - 11"
Existing Roof
239' - 3"
Existing Level 5
226' - 8 3/4"
Existing Level 4
216' - 7 1/2"
Existing Level 3
208' - 5 1/2"
Existing Level 2
200' - 4"
Existing Level 1
192' - 2"
Existing Level A
184' - 0 1/2"
Existing Level B
175' - 11"
LEVEL 4
228' - 3"
EXK
E.5 FE.7
E.3
E.6
2
E211
RECESSED 2 1/2"
FHVC (TYP)
RECESSED FHZC WITH:
2 1/2" ZCA & 2 1/2" FHV (TYP)6" WFM6" WFM6" WFM
6" BV
REFER TO SECTION 3
ON THIS DRAWING FOR
CONTINUATION
LEVEL 3
214' - 2"
LEVEL 4 MECH
224' - 8"
ROOF
227' - 3"
ROOF (HP)
243' - 2"
Existing Roof
239' - 3"
Existing Level 5
226' - 8 3/4"
Existing Level 4
216' - 7 1/2"
LEVEL 4
228' - 3"
EXK
E.5FE.7
E.3
E.6
2
E211
RECESSED 2 1/2" FHVC
6" WFMREFER TO SECTION 2
ON THIS DRAWING FOR
CONTINUATION
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/4" = 1'-0"4/5/2018 11:28:30 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FP401
FIRE PROTECTION - STAIR
SECTIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/4" = 1'-0"1 FP - STAIR 1 - SECTION
1/4" = 1'-0"2 FP - STAIR 2 - SECTION A
NO. DATE DESCRIPTION
1/4" = 1'-0"3 FP - STAIR 2 - SECTION B
22 EX4EX5
LEVEL 1
192' - 2"
LEVEL 3
214' - 2"
LEVEL 4 MECH
224' - 8"
ROOF
227' - 3"
LEVEL 2
203' - 2"
SOUTH ENTRY
177' - 6"
LEVEL G
175' - 11"
Existing Level 5
226' - 8 3/4"
Existing Level 4
216' - 7 1/2"
Existing Level 3
208' - 5 1/2"
Existing Level 2
200' - 4"
Existing Level 1
192' - 2"
Existing Level A
184' - 0 1/2"
Existing Level B
175' - 11"
LEVEL 4
228' - 3"
22
4" PRA (TYP)
TO LEVEL 3 SPECIAL
COLLECTIONS
TO LEVEL 2 SPECIAL
COLLECTIONS
TO LEVEL 1 SPECIAL
COLLECTIONS
TO LEVEL 1 SPECIAL
COLLECTIONS A6" BV
DISCHARGE
DRAIN TO OED
22
D
C.9
1
FP402
6" WFM RISER
2 1/2" SDR
4" PRA
TO SPECIAL COLLECTIONS
PREACTION ZONE
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
As indicated
4/5/2018 11:11:25 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FP402
FIRE PROTECTION
ENLARGED PLANS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1/4" = 1'-0"1 FP - PREACTION
1/2" = 1'-0"2 TYPICAL ENLARGED PREACTION CLOSET
LEVEL 1
192' - 2"
LEVEL 3
214' - 2"
LEVEL 4 MECH
224' - 8"
ROOF
227' - 3"
ROOF (HP)
243' - 2"
LEVEL 2
203' - 2"
SOUTH ENTRY
177' - 6"
LEVEL G
175' - 11"
Existing Roof
239' - 3"
Existing Level 5
226' - 8 3/4"
Existing Level 4
216' - 7 1/2"
Existing Level 3
208' - 5 1/2"
Existing Level 2
200' - 4"
Existing Level 1
192' - 2"
Existing Level A
184' - 0 1/2"
Existing Level B
175' - 11"
Existing Level C -
North
168' - 3"
ALUMNAE GYM
Gym A
185' - 7 3/4"
Existing Alumnae
Gym B
176' - 11"
Existing Alumnae
Gym BC
174' - 0"
LEVEL 4
228' - 3"
PROVIDE SPRINKLER
PROTECTION BENEATH
STAIR SUPPLIED FROM
DEDICATED ZCA
PROVIDE SPRINKLER PROTECTION
AT TOP OF OCULUS SUPPLIED
FROM DEDICATED ZCA
PROVIDE CLOSELY SPACED
STANDARD SPRAY SPRINKLERS
(6' ON CENTER), 4"-12" FROM
FACE OF OCULUS GLAZING
SUPPLIED FROM DEDICATED ZCA
PROVIDE CLOSELY SPACED
STANDARD SPRAY SPRINKLERS
(6' ON CENTER), 4"-12" FROM
FACE OF OCULUS GLAZING
SUPPLIED FROM DEDICATED ZCA
PROVIDE CLOSELY SPACED
STANDARD SPRAY SPRINKLERS
(6' ON CENTER), 4"-12" FROM
FACE OF OCULUS DRAFT STOP
SUPPLIED FROM DEDICATED ZCA
PROVIDE CLOSELY SPACED
STANDARD SPRAY SPRINKLERS
(6' ON CENTER), 4"-12" FROM
FACE OF OCULUS GLAZING
SUPPLIED FROM DEDICATED ZCA
PROVIDE CLOSELY SPACED
STANDARD SPRAY SPRINKLERS
(6' ON CENTER), 4"-12" FROM
FACE OF OCULUS GLAZING
SUPPLIED FROM DEDICATED ZCA
PROVIDE CLOSELY SPACED
STANDARD SPRAY SPRINKLERS
(6' ON CENTER), 4"-12" FROM
FACE OF OCULUS DRAFT STOP
SUPPLIED FROM DEDICATED ZCA
PROVIDE TYCO WINDOW
SPRINKLERS ON BOTH
SIDES OF OCULUS
GLAZING SUPPLIED
FROM DEDICATED ZCA
PROVIDE TYCO WINDOW
SPRINKLERS ON BOTH
SIDES OF OCULUS
GLAZING SUPPLIED
FROM DEDICATED ZCA
LEVEL 1
192' - 2"
LEVEL 3
214' - 2"
LEVEL 4 MECH
224' - 8"
ROOF
227' - 3"
LEVEL 2
203' - 2"
SOUTH ENTRY
177' - 6"
LEVEL G
175' - 11"
Existing Level 5
226' - 8 3/4"
Existing Level 4
216' - 7 1/2"
Existing Level 3
208' - 5 1/2"
Existing Level 2
200' - 4"
Existing Level 1
192' - 2"
Existing Level A
184' - 0 1/2"
Existing Level B
175' - 11"
LEVEL 4
228' - 3"
PROVIDE SPRINKLER PROTECTION
AT TOP OF NORTH JEWEL BOX
SUPPLIED FROM DEDICATED ZCA
PROVIDE TYCO WINDOW
SPRINKLERS ON FLOOR
SIDE OF GLAZING SUPPLIED
FROM DEDICATED ZCA
PROVIDE TYCO WINDOW
SPRINKLERS ON FLOOR
SIDE OF GLAZING SUPPLIED
FROM DEDICATED ZCA
PROVIDE TYCO WINDOW
SPRINKLERS ON FLOOR
SIDE OF GLAZING SUPPLIED
FROM DEDICATED ZCA
PROVIDE TYCO WINDOW
SPRINKLERS ON FLOOR
SIDE OF GLAZING SUPPLIED
FROM DEDICATED ZCA
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/4" = 1'-0"4/5/2018 11:11:39 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FP403
FIRE PROTECTION - OCULUS
AND JEWEL BOX SECTIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1/4" = 1'-0"1 FP - OCULUS - SECTION A
1/4" = 1'-0"2 FP - JEWEL BOX - SECTION
AR AR
AR
PSP
PSPWFMWFM
WFMPSP
PSP
WSP WFMWFMWFMPSP
PSP
WCSTSDSDWFM WFM
WSTSDSDFWSWCSTCA
WFMWCST WCSTWSPWSPSDWSPSTAIR 2STAIR 1
STAIR 4
4" X 6" STORZ
FREESTANDING
FIRE DEPARTMENT
INLET CONNECTION
SUPERVISED ISOLATION VALVE (TYP)
AIR RELIEF VALVE (TYP)
NEW 6" FIRE
SERVICE
LEVEL 4 WET ZONE
LEVEL 3 WET ZONE
LEVEL 2 WET ZONE
LEVEL 1 WET ZONE
LEVEL G WET ZONE
LEVEL 3
SPECIAL COLLECTIONS
LEVEL 2
SPECIAL COLLECTIONS
LEVEL 1
SPECIAL COLLECTIONS
LEVEL G
SPECIAL COLLECTIONS A
ELECTRICAL SUBSTATION
4" PAV
4" PAV
4" PAV
4" PAV
TANK MOUNTED
AIR COMPRESSOR
SIZED FOR ALL
PREACTION VALVES
LEVEL G
SPECIAL COLLECTIONS B
DISCHARGE SD TO OED
DISCHARGE SD TO OED
BASEMENT WET ZONE
RECESSED FIRE SUPPRESSION
CABINET W/ 4" SPRINKLER
ZONE CONTROL ASSEMBLY
& 2 1/2" FIRE HOSE VALVE (TYP)
3" PRA
3" ZCA
CA CA
CACACACACACA6" WRA
6" RCV
6"
6"
6"
6"
6"
6"6"6"
6"
2 1/2"
2 1/2"
ZCA
ZCA
ZCA
ZCA
ZCA
4" PAV
NORTH JEWEL BOX TYCO
WINDOW SPRINKLERS
ZCA
RECESSED FIRE SUPPRESSION
CABINET W/ AIR RELIEF VALVE
AND PRESSURE GAUGE (TYP)
RECESSED 2 1/2" FIRE HOSE
VALVE CABINET (TYP)
LEVEL 1 DOUBLE
HIGH AREAS
ZCAOCULUS STAIR & TYCO
WINDOW SPRINKLERS
NORTH JEWEL
BOX TOP
SPRINKLERS
OCULUS CLOSELY SPACED
SPRINKLERS AT DRAFT STOP
OCULUS CLOSELY SPACED
SPRINKLERS AT GLAZING
OCULUS TOP
SPRINKLERS
DISCHARGE SD TO OEDDISCHARGE SD TO OED
CAPPED FOR
CONNECTION TO
ALUMNAE GYM
OCULUS CLOSELY SPACED
SPRINKLERS AT GLAZING
NORTH JEWEL BOX TYCO
WINDOW SPRINKLERS
2 1/2"
2 1/2"
6"CAFE GLAZING
SPRINKLERS
ZCA
LEVEL G
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
ROOF
LOWER LEVEL 1
6" DCVA
FHV FHV FHV
FHV
FHV
FHV
FHV
FHV
FHV
FHV
FHV
FHV
WST-3
WCST-2
WFM-1
FHV
SD-2
WCST-1 SD-1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NONE
2/27/2018 9:21:11 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FP501
FIRE PROTECTION RISER
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
NO. DATE DESCRIPTION
04/06/2018
CONFORMANCE SET
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:SCALE:
SCALE:
FREESTANDING FIRE DEPARTMENT CONNECTION11
SCALE: NONE
12" MIN
36" MIN
36" - 60"
SCALE:
WET SYSTEM RISER (RISER CHECK VALVE)7 NONE
UNDERGROUND PIPING - FOUNDATION WALL PENETRATION10NONE
ZONE CONTROL ASSEMBLY8
NONE
BACKFLOW PREVENTER9
NONE
COMBINATION SPRINKLER / STANDPIPE - EXIT STAIR ENCLOSURES6
NONE
RETURN-BEND PIPING2
NONE
STANDARD SPRAY PENDENT SPRINKLER CLEARANCE TO CEILING OBSTRUCTION4NONE
STANDARD SPRAY PENDENT SPRINKLER CLEARANCE TO CEILING OBSTRUCTION ALONG WALL1NONE
PIPING SUPPORT3
NONE
PREACTION SYSTEM RISER5
NONE
WITH GRADE
CONCRETE PAD FLUSH
20" X 20" X 6" DEEP
FROST LINE
MIN. 1'-0" BELOW
DEPTH AS SPECIFIED
FINISHED GRADE
WHITE METAL
BRUSHED
CONCRETE
THRUST
BLOCK (TYPICAL)
PROVIDE MIN 1 CUBIC
YARD OF WASHED
SELECTED 2" STONE 5"
ABOVE DRAIN (TYPICAL)
DEPT. CONNECTION
FREE STANDING FIRE
4" STORZ TYPE
CONNECTION FITTING
30 DEGREE
z
dwg
INLET PIPING TO PITCH
BACK TO BUILDING (TYPICAL)
PROVIDE 12"SQ. x 6"THK.
CONCRETE BASE UNDER
CONNECTION (TYPICAL)
AUTOMATIC BALL DRIP
(TYPICAL)
NOTE: PROVIDE SIGNAGE IN ACCORDANCE
WITH FIRE DEPARTMENT REQUIREMENTS.
BUTTERFLY VALVE
W/ INTEGRAL TAMPER
SWITCH
RISER CHECK VALVE W/
STANDARD INLET/OUTLET
GAUGE & DRAIN VALVE
TRIM
WATERFLOW SWITCH
TO WET SYSTEM
TO NEXT SYSTEM RISER
ON MANIFOLD (WHERE
APPLICABLE)
FROM BACKFLOW
PREVENTER OR
SUPPLY MANIFOLD
STANCHION
2" DRAIN TO
EXTERIOR
2" MAIN DRAIN
WATERFLOW SWITCH
PRESSURE GAUGE
COMBINATION TEST AND
DRAIN VALVE WITH
PRESSURE RELIEF VALVE
SWING-CHECK VALVE
SUPERVISED INDICATING
CONTROL VALVE
FROM SUPPLY
RISER
TO
SPRINKLER
ZONE PIPING
TO DRAIN RISER OR
EXTERIOR DISCHARGE
FLEXIBLE JOINT ASSEMBLY
GRADE
FROST LINE
FROM SITE
UTILITIES
FLOOR SLAB
TO
BACKFLOW
PREVENTER
WATERTIGHT PIPE
PENETRATION
ENTRANCE FLANGE
MECHANICALLY RESTRAINED
JOINT (TYPICAL FOR
UNDERGROUND PIPE JOINTS)
MAIN LANDING
ZCA
FHV
MAIN LANDING
1
4
ZCA2
STANDPIPEDRAIN RISER 33
1 FIRE HOSE VALVE - MAIN LANDING LOCATION REQUIRED BY FIRE DEPARTMENT.
LOCATE HOSE VALVE IN UNOBSTRUCTED AND ACCESSIBLE LOCATION.
KEY NOTES
2 SPRINKLER ZONE CONTROL ASSEMBLY. INSTALL COMPONENTS IN ACCESSIBLE
LOCATION THAT PERMITS ACCESS FOR OPERATION, MAINTENANCE, AND TESTING.
3
4
INSTALL PIPE RISERS, VALVES, GAUGES, CLAMPS, HANGERS AND SIMILAR
ATTACHMENTS IN ACCORDANCE WITH BUILDING CODE LIMITATIONS FOR
CIRCULATION PATH OBSTRUCTIONS AND MINIMUM REQUIRED CLEAR WIDTH.
INSTALL PIPE RISERS AND EQUIPMENT CLEAR OF STAIRWELL PRESSURIZATION
SUPPLIES, ELECTRICAL PULL BOXES, AND SIMILAR.
SUPPORT HORIZONTAL
OFFSETS GREATER THAN 12"
FROM STRUCTURE
FINISH CEILING
SPRINKLER BRANCH
PIPING
CONCENTRIC ONE-PIECE
REDUCER
PENDENT SPRINKLER*
*CONCEALED SHOWN FOR ILLUSTRATION ONLY, SEE
SPECIFICATIONS FOR PROJECT SPECIFIC REQUIREMENTS
STRUCTURE
1" RETURN-BEND
CONNECTED TO TOP
OF BRANCH PIPING
CEILING
A
B
OBSTRUCTION
TABLE 8.6.5.1.2 POSITIONING OF SPRINKLER TO AVOID
OBSTRUCTION TO DISCHARGE
DISTANCE FROM SPRINKLERS TO
SIDE OF OBSTRUCTION (A)
MAXIMUM ALLOWABLE DISTANCE
OF DEFLECTOR ABOVE BOTTOM
OF OBSTRUCTION (INCHES) (B)
LESS THAN 1 FT 0
1'-0" TO LESS THAN 1'-6" 0'-2 1/2"
1'-6" TO LESS THAN 2'-0" 0'-3 1/2"
2'-0" TO LESS THAN 2-6"' 0'-5 1/2"
2'-6" TO LESS THAN 3'-0" 0'-7 1/2"
3'-0" TO LESS THAN 3'-6" 0'-9 1/2"
3'-6" TO LESS THAN 4'-0" 1'-0"
4'-0" TO LESS THAN 4'-6" 1'-2"
4'-6" TO LESS THAN 5'-0" 1'-4 1/2"
5'-0" TO LESS THAN 5'-6" 1'-6"
5'-6" TO LESS THAN 6'-0" 1'-8"
6'-0" TO LESS THAN 6'-6" 2'-0"
6'-6" TO LESS THAN 7'-0" 2'-6"
7'-0" TO LESS THAN 7'-6" 2'-11"
CEILING
A
B
OBSTRUCTION
D
WALL
A≥ (D - 8 IN.) + B
WHERE: D ≤ 30 IN.
NFPA 13 MINIMUM REQUIRED HANGER ROD SIZES
PIPE SIZE DIAMETER OF ROD
UP TO AND INCLUDING 4" 3/8"
5", 6", 8" 1/2"
10", 12" 5/8"
CONCRETE SLAB
ATTACHMENT TO
CONCRETE STRUCTURE
PIPE HANGERS FOR
NPS 4" AND LARGER
THREADED ROD
THREADED ROD CONCRETE ANCHOR
THREADED ROD
ATTACHMENT TO
STEEL STRUCTURE
STRUCTURAL
STEEL MEMBER
BEAM CLAMP WITH
RESTRAINING STRAP
PIPE HANGERS FOR
NPS 3" AND SMALLER
BAND HANGER
THREADED ROD
CLEVIS HANGER
SURGE RESTRAINT
PROVIDE SURGE RESTRAINT AT HANGER VIA RESTRAINT
CLIP OR THREADED ROD EXTENSION TO PIPE SURFACE AS
REQUIRED BY NFPA 13.
1. END OF BRANCH PIPING WHERE MAXIMUM SYSTEM
PRESSURE EXCEEDS 100 PSI.
2. RETURN BEND OFFSETS GREATER THAN 12" WHERE
MAXIMUM SYSTEM PRESSURE EXCEEDS 100 PSI.
3. RETURN BEND OFFSETS GREATER THAN 24"
FROM WATER
SERVICE TO SYSTEM
STANCHIONS
RELIEF DISCHARGE VIA
AIR-GAP FITTING TO
EXTERIOR OR PROPERLY
SIZED INTERIOR DRAIN
RECEPTACLE (RPBP ONLY)
PRESSURE GAUGE
OS&Y GATE VALVE
W/ TAMPER SWITCH
BACKFLOW PREVENTER
OS&Y GATE VALVE
W/ TAMPER SWITCH
3-WAY "BLEEDER"
TEST VALVE
PRESSURE GAUGE
SUPERVISORY (LOW)
PRESSURE SWITCH
BUTTERFLY VALVE
W/ INTEGRAL TAMPER
SWITCH
STANCHION
PREACTION VALVE W/ STANDARD
TRIM INCLUDING RELEASING
SOLENOID, MANUAL RELEASE VALVE,
WATER & AIR PRESSURE GAUGES,
DRAIN & TEST VALVES, ALARM
PRESSURE SWITCH & AIR PRESSURE
SUPERVISORY SWITCH
TO PREACTION SYSTEM
FROM AIR
SUPPLY
TO NEXT SYSTEM RISER
ON MANIFOLD (WHERE
APPLICABLE)
FROM BACKFLOW
PREVENTER OR
SUPPLY MANIFOLD
2" DRAIN
DISCHARGE
2" MAIN DRAIN
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NONE
4/5/2018 11:11:47 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FP601
FIRE PROTECTION DETAILS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1A
-
1B
-
2A
-
2B
-
FINISH FLOOR
CEILING
UNDERSIDE OF DECK
FINISH FLOOR
CEILING
UNDERSIDE OF DECK
TO SPRINKLER SYSTEM
2 1/2" DRAIN RISER
4" SPRINKLER MAIN6" STANDPIPE
36"WX48"TX12"D
CABINET
2 1/2" FIRE DEPARTMENT VALVE
4" SPRINKLER ZONE CONTROL
ASSEMBLY
6' WIDE X 12" DEEP CHASE
6" STANDPIPE
18"WX18"TX10"D
CABINET
2 1/2" FIRE DEPARTMENT VALVE
4' WIDE X 12" DEEP CHASE
RISER CLAMP (TYP)RISER CLAMP
RECESSED COMBINATION SPRINKLER/STANDPIPE RISER W/ RECESSED CABINET - SECTION VIEW
SCALE: 1/2"=1'-0"
RECESSED COMBINATION SPRINKLER/STANDPIPE RISER W/ RECESSED CABINET - PLAN VIEW
SCALE: 1/2"=1'-0"
6' WIDE X 12" DEEP CHASE
2 1/2" SPRINKLER DRAIN RISER
4" SPRINKLER MAIN RISE
36"WX48"TX12"D
CABINET
6" STANDPIPE
RISER CLAMP (TYP)
RECESSED STANDPIPE RISER W/ RECESSED CABINET - SECTION VIEW
SCALE: 1/2"=1'-0"
RECESSED STANDPIPE RISER W/ RECESSED CABINET - PLAN VIEW
SCALE: 1/2"=1'-0"
4' WIDE X 12" DEEP CHASE
18"WX18"TX10"D
CABINET
6" STANDPIPE
RISER CLAMP
6' 0 4' 0
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NONE
4/5/2018 11:11:54 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FP602
FIRE PROTECTION DETAILS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1. PREPARE, IN NARRATIVE AND DRAWING FORMAT AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION (AHJ), A
FORMAL IMPAIRMENT PLAN IDENTIFYING AT A MINIMUM THE FOLLOWING:
A. STATUS OF BUILDING OCCUPANCY (OR VACANCY) DURING CONSTRUCTION.
B. DURATION AND TIMING OF FIRE SPRINKLER AND STANDPIPE SYSTEM SHUTDOWNS.
C. NECESSARY PROVISIONS FOR TEMPORARY WATER SUPPLIES AND CONNECTIONS TO EXISTING FIRE SPRINKLER /
STANDPIPE SYSTEMS TO REMAIN IN SERVICE.
D. PROVISIONS FOR TEMPORARY FIRE PROTECTION SYSTEMS SUCH AS LINEAR HEAT DETECTION.
2. COORDINATE IMPAIRMENT PLAN WITH THE GENERAL CONTRACTOR FOR INCORPORATION INTO THE NFPA 241 FIRE
SAFETY PROGRAM PREPARED BY THE GENERAL CONTRACTOR.
3. FIRE DEPARTMENT CONNECTIONS: ALL BUILDING FIRE DEPARTMENT CONNECTIONS MUST REMAIN IN SERVICE
THROUGHOUT THE DURATION OF CONSTRUCTION. PROVIDE TEMPORARY PIPING CONNECTIONS AS NECESSARY TO
MAINTAIN SERVICE UNTIL NEW PIPING SYSTEMS ARE COMPLETED.
4. WET STANDPIPES: AT LEAST ONE BUILDING WET-PIPE STANDPIPE MUST REMAIN IN SERVICE THROUGHOUT THE
DURATION OF CONSTRUCTION. ALL BUILDING WET-PIPE STANDPIPES MUST REMAIN IN SERVICE DURING NORMAL
BUSINESS HOURS.
5. SPRINKLERS OUTSIDE OF WORK AREA: SPRINKLERS PROTECTING AREAS OUTSIDE OF THE WORK AREA MUST
REMAIN IN SERVICE THROUGHOUT THE DURATION OF CONSTRUCTION. PROVIDE TEMPORARY PIPING CONNECTIONS
AS NECESSARY TO MAINTAIN SERVICE UNTIL NEW PIPING SYSTEMS ARE COMPLETED.
6. SPRINKLERS WITHIN WORK AREA: SPRINKLERS PROTECTING AREAS WITHIN THE WORK AREA SHALL REMAIN IN
SERVICE WHEN SYSTEM IS NOT BEING MODIFIED. WHERE SPRINKLER SYSTEM IMPAIRMENTS ARE PROLONGED AS
DETERMINED BY THE AHJ, TEMPORARY HEAT DETECTION OR APPROVED EQUIVALENT SHALL BE PROVIDED.
7. SPRINKLER SYSTEMS SHALL NOT BE SHUTDOWN ON SUCCESSIVE FLOORS FOR ANY DURATION.
SPRINKLER / STANDPIPE SYSTEM IMPAIRMENTS
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
A/V, ACOUSTICS, IT, AND SECURITY CONSULTANT
The Sextant Group
SUSTAINABILITY CONSULTANT
Transsolar Inc.
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman Associates
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
220 East 23rd Street
Suite 403
New York, NY 10010
244 Madison Avenue
Suite 311
New York, NY 10016
8/2/20166:29:28PMC:\2015RevitLocals\4786_SNL_ARCH_CENTRAL_v2015_afocht@shepleybulfinch.com.rvt4786.000
04/06/2018
Neilson Library
Smith College
NeilsonLibraryNorthampton, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
FPD001
FIRE PROTECTION
IMPAIRMENT NOTES
NONE
EX1 EX2 EX3 EX4 EX5 EX6 EX7
EX8
EX9 EX11 EX12
EX14
EX16 EX17
EX18 EX20
EX21
EX22
EX23 EX24
EX25
EX26
EX27
EX28 EX29 EX30 EX32
EX31
EX33
EX34
EX35
EX36
EX37
EX38
EX39 EX40 EX41 EX42
EXZ
EXY
EXX
EXWEXV
EXU
EXT
EXR
EXQ
EXP
EXN
EXM
EXL
EXK
EXJ
EXH
EXG
EXF
EXE
EXD
EXC
EXB
EXA
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO
BELOW
OPEN TO
BELOW
OPEN
TO
BELOW
184' - 0 1/2"
183' - 5 1/2"
184' - 0 1/2"
DEMO OUTER LAYER. CONFIRM MAS.
WALL CONDITION - REVENEER IF REQ
B
4
F
5
BRIDGE TO
ALUMNAE GYM
SEE AD-101 AG
D
GENERAL NOTES:
1. COMPLY WITH IMPAIRMENT REQUIREMENTS ON FPD001.
KEY NOTES:
REMOVE ALL FIRE PROTECTION SYSTEMS THROUGHOUT.1
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
A/V, ACOUSTICS, IT, AND SECURITY CONSULTANT
The Sextant Group
SUSTAINABILITY CONSULTANT
Transsolar Inc.
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman Associates
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
220 East 23rd Street
Suite 403
New York, NY 10010
244 Madison Avenue
Suite 311
New York, NY 10016
8/2/20166:29:28PMC:\2015RevitLocals\4786_SNL_ARCH_CENTRAL_v2015_afocht@shepleybulfinch.com.rvt4786.000
04/06/2018
Neilson Library
Smith College
NeilsonLibraryNorthampton, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
FPD10A
LEVEL A
FIRE PROTECTION DEMOLITION
3/32"=1'-0"
UP
UP
UP
UP
UP
UP
UP
UP
UP
EXISTING STEAM TUNNEL
RAMP DN
EXISTINGSTEAM
TUNNEL
RAMP DN
STEPS DN
AREAWAY
BELOW
STEPS DN
EX1 EX2 EX3 EX4 EX5 EX6 EX7
EX8
EX9 EX11 EX12
EX14
EX16 EX17
EX18 EX20
EX21
EX22
EX23 EX24
EX25
EX26
EX27
EX28 EX29 EX30 EX32
EX31
EX33
EX34
EX35
EX36
EX37
EX38
EX39 EX40 EX41 EX42
EXZ
EXY
EXX
EXWEXV
EXU
EXT
EXR
EXQ
EXP
EXN
EXM
EXL
EXK
EXJ
EXH
EXG
EXF
EXE
EXD
EXC
EXB
EXA
HALF WALL
LINE OF
BUILDING
ABOVE
PNL.
PNL
FC FC
DUMB
WAITER
RAMP
DN.
175' - 11"
175' - 10"
B
4
F
5
D
GENERAL NOTES:
1. COMPLY WITH IMPAIRMENT REQUIREMENTS ON FPD001.
KEY NOTES:
REMOVE ALL FIRE PROTECTION SYSTEMS THROUGHOUT.
REMOVE EXISTING 4" FIRE SERVICE
REMOVE EXISTING 8" FIRE SERVIEC
1
1
2
3
2
3
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
A/V, ACOUSTICS, IT, AND SECURITY CONSULTANT
The Sextant Group
SUSTAINABILITY CONSULTANT
Transsolar Inc.
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman Associates
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
220 East 23rd Street
Suite 403
New York, NY 10010
244 Madison Avenue
Suite 311
New York, NY 10016
8/2/20166:29:28PMC:\2015RevitLocals\4786_SNL_ARCH_CENTRAL_v2015_afocht@shepleybulfinch.com.rvt4786.000
04/06/2018
Neilson Library
Smith College
NeilsonLibraryNorthampton, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
FPD10B
LEVEL B
FIRE PROTECTION DEMOLITION
3/32"=1'-0"
EX1 EX2 EX3 EX4 EX5 EX6 EX7
EX8
EX9 EX11 EX12
EX14
EX16 EX17
EX18 EX20
EX21
EX22
EX23 EX24
EX25
EX26
EX27
EX28 EX29 EX30 EX32
EX31
EX33
EX34
EX35
EX36
EX37
EX38
EX39 EX40 EX41 EX42
EXV
EXR
EXN
EXL
EXH
EXD
EXISTING NEILSON
LIBRARY ABOVE
45
EXIST.
STEAM
TUNNEL
EXIST.
MECH
TUNNEL TO
ALUMNAE
GYMNASIUM
EXIST.
MECH
TUNNEL
EXIST.
STEAM
TUNNEL
GENERAL NOTES:
1. COMPLY WITH IMPAIRMENT REQUIREMENTS ON FPD001.
KEY NOTES:
REMOVE ALL FIRE PROTECTION SYSTEMS THROUGHOUT.
REMOVE EXISTING 6" FIRE SERVICE
1
1
2
2
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
A/V, ACOUSTICS, IT, AND SECURITY CONSULTANT
The Sextant Group
SUSTAINABILITY CONSULTANT
Transsolar Inc.
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman Associates
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
220 East 23rd Street
Suite 403
New York, NY 10010
244 Madison Avenue
Suite 311
New York, NY 10016
8/2/20166:29:28PMC:\2015RevitLocals\4786_SNL_ARCH_CENTRAL_v2015_afocht@shepleybulfinch.com.rvt4786.000
04/06/2018
Neilson Library
Smith College
NeilsonLibraryNorthampton, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
FPD10C
LEVEL C
FIRE PROTECTION DEMOLITION
3/32"=1'-0"
EX1 EX2 EX3 EX4 EX5 EX6 EX7
EX8
EX9 EX11 EX12
EX14
EX16 EX17
EX18 EX20
EX21
EX22
EX23 EX24
EX25
EX26
EX27
EX28 EX29 EX30 EX32
EX31
EX33
EX34
EX35
EX36
EX37
EX38
EX39 EX40 EX41 EX42
EXZ
EXY
EXX
EXWEXV
EXU
EXT
EXR
EXQ
EXP
EXN
EXM
EXL
EXK
EXJ
EXH
EXG
EXF
EXE
EXD
EXC
EXB
EXA
192' - 2"
191' - 9"
B
4
F
5
D
GENERAL NOTES:
1. COMPLY WITH IMPAIRMENT REQUIREMENTS ON FPD001.
KEY NOTES:
REMOVE ALL FIRE PROTECTION SYSTEMS THROUGHOUT.1
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
A/V, ACOUSTICS, IT, AND SECURITY CONSULTANT
The Sextant Group
SUSTAINABILITY CONSULTANT
Transsolar Inc.
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman Associates
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
220 East 23rd Street
Suite 403
New York, NY 10010
244 Madison Avenue
Suite 311
New York, NY 10016
8/2/20166:29:28PMC:\2015RevitLocals\4786_SNL_ARCH_CENTRAL_v2015_afocht@shepleybulfinch.com.rvt4786.000
04/06/2018
Neilson Library
Smith College
NeilsonLibraryNorthampton, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
FPD101
LEVEL 1
FIRE PROTECTION DEMOLITION
3/32"=1'-0"
SLAB & BUILDING DEMO
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW OPEN TO BELOWOPENTOBELOW OPEN TO BELOW
EX1 EX2 EX3 EX4 EX5 EX6 EX7
EX8
EX9 EX11 EX12
EX14
EX16 EX17
EX18 EX20
EX21
EX22
EX23 EX24
EX25
EX26
EX27
EX28 EX29 EX30 EX32
EX31
EX33
EX34
EX35
EX36
EX37
EX38
EX39 EX40 EX41 EX42
EXZ
EXY
EXX
EXWEXV
EXU
EXT
EXR
EXQ
EXP
EXN
EXM
EXL
EXK
EXJ
EXH
EXG
EXF
EXE
EXD
EXC
EXB
EXA
OPEN TO BELOW
B
4
F
5
D
GENERAL NOTES:
1. COMPLY WITH IMPAIRMENT REQUIREMENTS ON FPD001.
KEY NOTES:
REMOVE ALL FIRE PROTECTION SYSTEMS THROUGHOUT.1
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
A/V, ACOUSTICS, IT, AND SECURITY CONSULTANT
The Sextant Group
SUSTAINABILITY CONSULTANT
Transsolar Inc.
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman Associates
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
220 East 23rd Street
Suite 403
New York, NY 10010
244 Madison Avenue
Suite 311
New York, NY 10016
8/2/20166:29:28PMC:\2015RevitLocals\4786_SNL_ARCH_CENTRAL_v2015_afocht@shepleybulfinch.com.rvt4786.000
04/06/2018
Neilson Library
Smith College
NeilsonLibraryNorthampton, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
FPD102
LEVEL 2
FIRE PROTECTION DEMOLITION
3/32"=1'-0"
EX1 EX2 EX3 EX4 EX5 EX6 EX7
EX8
EX9 EX11 EX12
EX14
EX16 EX17
EX18 EX20
EX21
EX22
EX23 EX24
EX25
EX26
EX27
EX28 EX29 EX30 EX32
EX31
EX33
EX34
EX35
EX36
EX37
EX38
EX39 EX40 EX41 EX42
EXZ
EXY
EXX
EXWEXV
EXU
EXT
EXR
EXQ
EXP
EXN
EXM
EXL
EXK
EXJ
EXH
EXG
EXF
EXE
EXD
EXC
EXB
EXA
B
4
F
5
D
GENERAL NOTES:
1. COMPLY WITH IMPAIRMENT REQUIREMENTS ON FPD001.
KEY NOTES:
REMOVE ALL FIRE PROTECTION SYSTEMS THROUGHOUT.1
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
A/V, ACOUSTICS, IT, AND SECURITY CONSULTANT
The Sextant Group
SUSTAINABILITY CONSULTANT
Transsolar Inc.
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman Associates
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
220 East 23rd Street
Suite 403
New York, NY 10010
244 Madison Avenue
Suite 311
New York, NY 10016
8/2/20166:29:28PMC:\2015RevitLocals\4786_SNL_ARCH_CENTRAL_v2015_afocht@shepleybulfinch.com.rvt4786.000
04/06/2018
Neilson Library
Smith College
NeilsonLibraryNorthampton, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
FPD103
LEVEL 3
FIRE PROTECTION DEMOLITION
3/32"=1'-0"
EX1 EX2 EX3 EX4 EX5 EX6 EX7
EX8
EX9 EX11 EX12
EX14
EX16 EX17
EX18 EX20
EX21
EX22
EX23 EX24
EX25
EX26
EX27
EX28 EX29 EX30 EX32
EX31
EX33
EX34
EX35
EX36
EX37
EX38
EX39 EX40 EX41 EX42
EXZ
EXY
EXX
EXWEXV
EXU
EXT
EXR
EXQ
EXP
EXN
EXM
EXL
EXK
EXJ
EXH
EXG
EXF
EXE
EXD
EXC
EXB
EXA
OPEN TO BELOW
OPEN TO
BELOW
OPEN TO
BELOW
OPEN TO BELOW
B
4
F
5
D
GENERAL NOTES:
1. COMPLY WITH IMPAIRMENT REQUIREMENTS ON FPD001.
KEY NOTES:
REMOVE ALL FIRE PROTECTION SYSTEMS THROUGHOUT.1
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
A/V, ACOUSTICS, IT, AND SECURITY CONSULTANT
The Sextant Group
SUSTAINABILITY CONSULTANT
Transsolar Inc.
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman Associates
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
220 East 23rd Street
Suite 403
New York, NY 10010
244 Madison Avenue
Suite 311
New York, NY 10016
8/2/20166:29:28PMC:\2015RevitLocals\4786_SNL_ARCH_CENTRAL_v2015_afocht@shepleybulfinch.com.rvt4786.000
04/06/2018
Neilson Library
Smith College
NeilsonLibraryNorthampton, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
FPD104
LEVEL 4
FIRE PROTECTION DEMOLITION
3/32"=1'-0"
EX1 EX2 EX3 EX4 EX5 EX6 EX7
EX8
EX9 EX11 EX12
EX14
EX16 EX17
EX18 EX20
EX21
EX22
EX23 EX24
EX25
EX26
EX27
EX28 EX29 EX30 EX32
EX31
EX33
EX34
EX35
EX36
EX37
EX38
EX39 EX40 EX41 EX42
EXZ
EXY
EXX
EXWEXV
EXU
EXT
EXR
EXQ
EXP
EXN
EXM
EXL
EXK
EXJ
EXH
EXG
EXF
EXE
EXD
EXC
EXB
EXA
B
4
F
5
D
GENERAL NOTES:
1. COMPLY WITH IMPAIRMENT REQUIREMENTS ON FPD001.
KEY NOTES:
REMOVE ALL FIRE PROTECTION SYSTEMS THROUGHOUT.1
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
A/V, ACOUSTICS, IT, AND SECURITY CONSULTANT
The Sextant Group
SUSTAINABILITY CONSULTANT
Transsolar Inc.
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman Associates
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
220 East 23rd Street
Suite 403
New York, NY 10010
244 Madison Avenue
Suite 311
New York, NY 10016
8/2/20166:29:28PMC:\2015RevitLocals\4786_SNL_ARCH_CENTRAL_v2015_afocht@shepleybulfinch.com.rvt4786.000
04/06/2018
Neilson Library
Smith College
NeilsonLibraryNorthampton, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
FPD105
LEVEL 5
FIRE PROTECTION DEMOLITION
3/32"=1'-0"
HCFSREFERENCEMISCELLANEOUSGENERALGENERALVALVESGASESDRAINAGE INSTRUMENTSDOMESTIC WATERREFERENCEDOMESTIC FIXTURESDRAINAGEXX-#XX-#P I P E L I N E T Y P E SR E F E R E N C EA B B R E V I A T I O N SG E N E R A L N O T E SN A T U R A L G A S N O T E SR E F E R E N C EE Q U I P M E N TA B B R E V I A T I O N SA B B R E V I A T I O N SS Y M B O L SNUMNUMAD-CAREA DRAINJR.SMITH 2215-MGHSUNKEN COURTNO HUBDUCTILE IRON(FUTURE)DRAIN SCHEDULEPIPE (ABOVE GRADE)PIPE (BELOW GRADE)VENT PIPE (ABOVE GRADE)VENT PIPE (BELOW GRADE)XX: RISER SERVICE DESIGNATION#: RISER NUMBER DESIGNATIONX-#: RISER DESIGNATION DRAWINGKEYNOTE DESIGNATIONHANDICAPPED ACCESSIBLE (HC)X: DETAIL DESIGNATION NUMBERX-#: DETAIL DESIGNATION DRAWINGREMOVE PIPINGAFF ABOVE FINISHED FLOORAP ACCESS PANELBLDG BUILDINGCI CAST IRONCLG CEILINGCLDI CEMENT LINED DUCTILE IRONCP CHROME PLATEDETR EXISTING TO REMAINEL ELEVATIONNTS NOT TO SCALEINV INVERTGWH GAS WATER HEATERGC GENERAL CONTRACTORFFE FINISHED FLOOR ELEVATIONGALV GALVANIZEDNO NORMALLY OPENNC NORMALLY CLOSEDNIC NOT IN CONTRACTMV MIXING VALVEPC PLUMBING CONTRACTOROD OUTSIDE DIAMETER OR OVERFLOW DRAINPOS PROVIDED UNDER OTHER SECTIONVIV VALVE IN VERTICALCONT CONTINUATIONDN DOWNDIA DIAMETERDWG DRAWINGHC HANDICAPPED ACCESSIBLEIN INCHESID INSIDE DIAMETERMFR MANUFACTUREROC ON CENTERPVC POLYVINYL CHLORIDEPRV PRESSURE REDUCING VALVERCP REINFORCED CONCRETE PIPERPM REVOLUTIONS PER MINUTEVTR VENT THROUGH THE ROOFW/ WITHTP TRAP PRIMERBV BALL VALVECV CHECK VALVEGV GATE VALVEWHA WATER HAMMER ARRESTORFMRMT & P TEMPERATURE & PRESSURE RELIEF VALVEOS&Y OUTSIDE SCREW & YOKERPBP REDUCED PRESSURE BACKFLOW PREVENTORORFO FAIL OPENFC FAIL CLOSEDWM WATER METERCP-# HOT WATER CIRCULATING PUMP #EQ EQUALGPM GALLON PER MINUTEHP HORSEPOWERHZ HERTZMTD MOUNTEDPH PHASE* NOT ALL SYMBOLS MAY BE APPLICABLE TO THIS PROJECTSF SQUARE FOOTGPD GALLON PER DAYPSI POUNDS PER SQUARE INCHPVB PRESSURE VACUUM BREAKERCFM CUBIC FEET PER MINUTECFS CUBIC FEET PER SECONDVACUUM RELIEFEC ELECTRICAL CONTRACTORHVAC HVAC CONTRACTORKEC KITCHEN EQUIPMENT CONTRACTORPIPE SLEEVE OR BEAM PENETRATIONVALVE IN THE VERTICALWATERPROOF SLEEVEPIPE ANCHORHEAT TRACEDIRECTION OF FLOWOS&Y VALVESTRAINERGATE VALVE (OPEN)GAS COCKFLOW SWITCHTEMP. INDICATOR W/BALL VALVERESISTIVITY METERPRESSURE INDICATOR W/BALL VALVEFLOW METERWATER HAMMER ARRESTORWALL HYDRANTHOSE BIBBBACK WATER VALVECLEANOUTCAP OR END OF PIPECUT LINEDIRECTION OF SLOPEFLEXIBLE CONNECTIONHOSE CONNECTION (GENERIC)PIPE BREAKPIPE FITTING DOWN OR DROPPIPE FITTING TEE DOWNPIPE FITTING UPUNION FITTINGY STRAINER W/ PLUGGED BLOWDOWNY STRAINER W/ VALVEANGLE VALVEBALL VALVEBALANCING VALVECHECK VALVEGATE VALVE (CLOSED)MIXING VALVEFLOOR OR GRADE CLEANOUTFLOOR DRAINP TRAPROOF DRAIN (PRIMARY)BUTTERFLY VALVETEMP. & PRESSURE RELIEF VALVECARTRIDGE FILTERRPBP OR RPZEMERGENCY SHOWEREMERGENCY EYEWASHX: DETAIL DESIGNATION NUMBERX-#: DETAIL DESIGNATION DRAWINGRE REMOVE EXISTINGEWH ELECTRIC WATER HEATERCTE CONNECT TO EXISTINGCONNECT TO EXISTING / CTEHPCW HIGH PRESSURE COLD WATEREX EXISTINGXX: RISER SERVICE DESIGNATION#: RISER NUMBER DESIGNATIONX-#: RISER DESIGNATION DRAWINGKEYNOTE DESIGNATIONHANDICAPPED ACCESSIBLE (HC)EWC ELECTRIC WATER COOLEREW EMERGENCY EYE WASHGV GAS VENTU URINALJS JANITOR SINKDF DRINKING FOUNTAINWH WALL HYDRANTL LAVATORYWC WATER CLOSETSH SHOWERSK SINKMSB MOP SERVICE BASINHB HOSE BIBB W/ VACUUM BREAKERCW COLD WATER (-)G GAS (NATURAL)TW TEMPERED WATERW WATER SERVICEHWR HOT WATER RETURN (---)HW HOT WATER (--).02 SLOPE = 1/4" PER FOOT.01 SLOPE = 1/8" PER FOOTDS DOWN SPOUT BOOTRD ROOF DRAINSS SOIL STACKW WASTEVS VENT STACKWS WASTE STACKVVENTWCO WALL CLEANOUTS SANITARYRW RAINWATEROED OPEN END DRAINIW INDIRECT WASTEFM FORCE MAINCI CAST IRONFD FLOOR DRAINFCO FLOOR CLEANOUTOD OVERFLOW ROOF DRAIN (SECONDARY)CO CLEANOUTW & V WASTE & VENTBWV BACK WATER VALVEW & T WASTE & TRAPRW(P) PERFORATED PIPEV1. DRAWINGS ARE DIAGRAMMATIC: DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS INFIELD.2. COORDINATE THE EXACT LOCATIONS OF UTILITIES WITH ALL POINT OF CONNECTION WORKPERFORMED UNDER THE PLUMBING CONTRACTOR'S SCOPE OF SERVICES.3. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH THE LATEST PLUMBING CODE AND ALLAPPLICABLE LOCAL CODES AND REGULATIONS.4. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE WORK WITH THATOF ALL OTHER TRADES, INCLUDING BUT NOT LIMITED TO, ELECTRICAL, HVAC, SPRINKLER,PLUMBING STRUCTURAL AND GENERAL ARCHITECTURE.5. ANY INTERFERENCE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE,AND SHALL BE RESOLVED PRIOR TO THE INSTALLATION OF THE WORK.6. NO WORK SHALL BE INSTALLED IN VIOLATION OF ANY GOVERNING CODES. ANY WORK SHOWNON THE DRAWINGS WHICH IS IN VIOLATION OF SUCH CODES SHALL BE BROUGHT TO THEATTENTION OF THE OWNER'S REPRESENTATIVE AND SHALL BE RESOLVED PRIOR TO THEINSTALLATION OF THE WORK. ALL WORK INSTALLED IN VIOLATION OF THE CODE AND NOT7. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO PREVENT STRESS ON PIPING.8. PITCH PRESSURE PIPING IN DIRECTION OF FLOW.9. VERIFY EXACT SIZES, LOCATIONS, INVERTS AND ELEVATIONS PRIOR TO RUNNING ANY PIPING. EQUIPMENT.10. THIS CONTRACTOR PRIOR TO SUBMITTING SHOP DRAWINGS AND SUBMITTALS SHALL ENSURE THAT ALL EQUIPMENT FIXTURES, PIPING, AND RELATED COMPONENTS MEET STATE PRODUCT APPROVAL. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL FIXTURES AND 11. OBTAIN AND PAY FOR ALL APPROVALS, PERMITS AND FEES REQUIRED .BROUGHT TO THE INTENTION OF THE OWNER AND ENGINEER SHALL BE CORRECTED ATTHE CONTRACTORS EXPENSE. 1. OBTAIN GAS PERMITS AND DEFRAY ALL COSTS INCIDENTAL TO THE GAS PIPINGSYSTEM. CONTRACTORS WORK SHALL COMMENCE ON THE HOUSE SIDE OF THEUTILITY CO. METER. 2. A SUITABLE DRIP OF CONDENSATE POCKET SHALL BE INSTALLED AT THEBOTTOM OF ALL GAS RISERS. 3. ALL GAS PIPING TO COMPLY WITH LOCAL AND STATE CODES. 4. GAS PIPING AND SAFETY DEVICES SHALL CONFORM TO THE REQUIREMENTS OFNFPA 54, FM GLOBAL AND SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THESTATE REGULATORY BOARD. 5. GAS PIPING SHALL BE TESTED ACCORDING TO THE STATE FUEL GAS CODE ANDNATIONAL CODE PROVISIONS AND THE LOCAL PLUMBING INSPECTOR. IFINSPECTION OF THE TEST SHOWS DEFECTS, SUCH DEFECTIVE WORK ANDMATERIAL SHALL BE REPLACED AND INSPECTION AND TEST SHALL BE REDONE.6. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY PURGING OF THE EXISTING NATURAL GAS PIPING SYSTEM WHERE REQUIRED IN ORDER TO PERFORM HIS WORK, INCLUDING ALL REQUIRED ISOLATION AND PURGING ASSOCIATED WITH THE EXISTING GAS SERVICE BEING RELOCATED IN ORDER TO MAKE NEW CONNECTION TO THE EXISTING GAS METER.7. NATURAL GAS PIPING SHALL BE PAINTED YELLOW AND EQUIPPED WITH LABELS EVERY 20 FEET PER REQUIREMENTS OF ANSI 13.1. 12. COORDINATE ALL EXISTING RAINWATER PIPING SYSTEM REMOVAL AND REPLACEMENT DURINGNON-INCLEMENT WEATHER CONDITIONS. NEW AND TEMPORARY SYSTEMS SHALL REMAINOPERABLE DURING THE ENTIRE CONSTRUCTION PERIOD.13. FLOOR DRAINS WHERE NOTED SHALL BE PROVIDED WITH AUTOMATIC TRAP PRIMERS UTILIZING TYPE-K COPPER PIPING ADDITIONAL FLOOR DRAINS LOCATED WITHIN THE SAME ROOM SHALL BE PROVIDED WITH TRAP GUARDS.LOCATIONSYMBOLDESCRIPTIONMFGRMODELREMARKSTD-A TRENCH DRAINZURNZ884-U3-CGTD-BTRENCH DRAINZURN Z884-E2SUNKEN COURTAD-A AREA DRAIN JR.SMITH 1520T-GAD-B AREA DRAINMECHANICAL ROOM* SEE FLOOR PLAN FOR TRENCH SYSTEM ARRANGEMENT.PROVIDE 90 DEGREE TRENCH SECTION WHERE NECESSARY.* PROVIDE W/SSMESH STRAINER OVER OUTLET.* SEE FLOOR PLAN FOR TRENCH SYSTEM ARRANGEMENT.AREA WAYLL MECHANICAL ROOMJR.SMITH 2120-GUTILITY TRENCHFD-A FLOOR DRAIN JR.SMITH 2005-A-CP-05FD-B FLOOR DRAIN JR.SMITH 2120-GMECHANICAL ROOMTOILET ROOMSSTRAINEROUTLETNO HUBNO HUBCAST IRONNO HUBCAST IRON14. BELOW SLAB INTERIOR PORTION OF CAMPUS STORM DRAINAGE SHALL BE INSTALLED BY A MASSACHUSETTS LICENSED PLUMBER AND SHALL COMPLY WITH MASSACHUSETTS FUEL GASAND PLUMBING CODE INCLUDING BUT NOT NECESSARILY LIMITED TO SECTIONS 10.05 SUB-PARAGRAPH (5) (A)TRENCHING AND BEDDING AND 10.06 PIPING MATERIAL.15. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SCHEDULED REMOVAL ANDREPLACEMENT OF THE EXISTING STORM AND SANITARY EJECTOR PUMP COVERS. HE /SHE SHALLFIELD VERIFY EXACT DIMENSIONS AND FIELD CONDITIONS PRIOR TO ORDERING EACH OF THE NEW COVERS. COORDINATE WITH THE GENERAL CONTRACTOR THE NEW CONCRETE EXTENSION OF THE EJECTOR PITS SO AS TO BE COMPLETELY FAMILIAR WITH BOTH THE EXISTING AND NEW REMOVAL AND RE-INSTALLATION CONSTRAINTS.16. THIS CONTRACTOR SHALL REMOVE ALL OF THE EXISTING CAPPED FLOOR DRAINS WITHIN THE EXISTING MECHANICAL ROOM SO AS TO REACTIVATE THE EXISTING UNDER-SLAB SYSTEM FORRE-USE UNDER THIS SCOPE OF WORK. (EXISTING FLOOR DRAINS HAVE BEEN CAPPED PRIOR TO AN EARLY DEMOLITION PACKAGE). THIS CONTRACTOR SHALL FURTHER ROD AND CLEAN THEEXISTING UNDER-SLAB SANITARY DRAINAGE SYSTEM FROM EACH FLOOR DRAIN UP TO AND INCLUDING EACH OF THE EJECTOR PITS BEING MODIFIED AND REUTILIZED.17. COORDINATE NEW STORM DRAINAGE EJECTOR PIT CLEANING AND NEW PIT CORE WORK WITHTHE GENERAL CONTRACTORS WORK BEING PERFORMED ON THE SAME EJECTOR PIT/S. THEEXISTING STORM DRAINAGE EJECTOR PIT AND PUMPS PRESENTLY SERVE THE EXISTINGUNDER-SLAB DRAINAGE SYSTEM FOR THE GYMNASIUM STRUCTURE AND WILL REMAIN OPERABLETHROUGHOUT THE PROJECT DURATION, ANY NECESSARY WORK REQUIRED FOR THE EJECTORPIT SHALL COINCIDE WITH A MEANS AND METHOD SOLUTION TO DIVERT THE INCOMING EFFLUENT IN A SAFE AND ACCEPTABLE MANNER AND LOCATION.18. COORDINATE EXACT NUMBER AND SIZES OF ALL NECESSARY PUMP COVER OPENINGS PRIORTO ORDERING.19. COORDINATE ALL NEW PIT CORING OPENINGS WITH ACCESSIBILITY TO LOCATIONS OF EXISTINGPUMPS PRIOR TO PERFORMING WORK. TEMPORARY PUMP REMOVAL MAY BE NECESSARY TO ACCOMPLISH NEW CORING AND CONNECTIONS TO EXISTING SYSTEM. (REFER TO DETAIL ON DRAWING P-501)(FUTURE)NO HUBTHREADEDPROVIDE 90 DEGREE TRENCH SECTION WHERE NECESSARY.20. ALL BURIED STORM, SANITARY, WASTE AND VENT PIPING SHALL BE SUPPORTED FROM THEUNDERSIDE OF THE NEW STRUCTURAL SLABGALVANIZEDNICKEL BRONZEDUCTILE IRONNO HUBTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 NTS4/5/2018 7:55:12 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P000PLUMBING GENERAL NOTESSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018NO. DATE DESCRIPTION1 01/26/18 PACKAGE 3
HCFSREFERENCEMISCELLANEOUSGENERALGENERALVALVESGASESDRAINAGE INSTRUMENTSDOMESTIC WATERREFERENCEDOMESTIC FIXTURESDRAINAGEXX-#XX-#P I P E L I N E T Y P E SR E F E R E N C EA B B R E V I A T I O N SG E N E R A L N O T E SN A T U R A L G A S N O T E SR E F E R E N C EE Q U I P M E N TA B B R E V I A T I O N SA B B R E V I A T I O N SS Y M B O L SNUMNUMPIPE (ABOVE GRADE)PIPE (BELOW GRADE)VENT PIPE (ABOVE GRADE)VENT PIPE (BELOW GRADE)XX: RISER SERVICE DESIGNATION#: RISER NUMBER DESIGNATIONX-#: RISER DESIGNATION DRAWINGKEYNOTE DESIGNATIONHANDICAPPED ACCESSIBLE (HC)X: DETAIL DESIGNATION NUMBERX-#: DETAIL DESIGNATION DRAWINGREMOVE PIPINGAFF ABOVE FINISHED FLOORAP ACCESS PANELBLDG BUILDINGCI CAST IRONCLG CEILINGCLDI CEMENT LINED DUCTILE IRONCP CHROME PLATEDETR EXISTING TO REMAINEL ELEVATIONNTS NOT TO SCALEINV INVERTGWH GAS WATER HEATERGC GENERAL CONTRACTORFFE FINISHED FLOOR ELEVATIONGALV GALVANIZEDNO NORMALLY OPENNC NORMALLY CLOSEDNIC NOT IN CONTRACTMV MIXING VALVEPC PLUMBING CONTRACTOROD OUTSIDE DIAMETER OR OVERFLOW DRAINPOS PROVIDED UNDER OTHER SECTIONVIV VALVE IN VERTICALCONT CONTINUATIONDN DOWNDIA DIAMETERDWG DRAWINGHC HANDICAPPED ACCESSIBLEIN INCHESID INSIDE DIAMETERMFR MANUFACTUREROC ON CENTERPVC POLYVINYL CHLORIDEPRV PRESSURE REDUCING VALVERCP REINFORCED CONCRETE PIPERPM REVOLUTIONS PER MINUTEVTR VENT THROUGH THE ROOFW/ WITHTP TRAP PRIMERBV BALL VALVECV CHECK VALVEGV GATE VALVEWHA WATER HAMMER ARRESTORFMRMT & P TEMPERATURE & PRESSURE RELIEF VALVEOS&Y OUTSIDE SCREW & YOKERPBP REDUCED PRESSURE BACKFLOW PREVENTORORFO FAIL OPENFC FAIL CLOSEDWM WATER METERCP-# HOT WATER CIRCULATING PUMP #EQ EQUALGPM GALLON PER MINUTEHP HORSEPOWERHZ HERTZMTD MOUNTEDPH PHASE* NOT ALL SYMBOLS MAY BE APPLICABLE TO THIS PROJECTSF SQUARE FOOTGPD GALLON PER DAYPSI POUNDS PER SQUARE INCHPVB PRESSURE VACUUM BREAKERCFM CUBIC FEET PER MINUTECFS CUBIC FEET PER SECONDVACUUM RELIEFEC ELECTRICAL CONTRACTORHVAC HVAC CONTRACTORKEC KITCHEN EQUIPMENT CONTRACTORPIPE SLEEVE OR BEAM PENETRATIONVALVE IN THE VERTICALWATERPROOF SLEEVEPIPE ANCHORHEAT TRACEDIRECTION OF FLOWOS&Y VALVESTRAINERGATE VALVE (OPEN)GAS COCKFLOW SWITCHTEMP. INDICATOR W/BALL VALVERESISTIVITY METERPRESSURE INDICATOR W/BALL VALVEFLOW METERWATER HAMMER ARRESTORWALL HYDRANTHOSE BIBBBACK WATER VALVECLEANOUTCAP OR END OF PIPECUT LINEDIRECTION OF SLOPEFLEXIBLE CONNECTIONHOSE CONNECTION (GENERIC)PIPE BREAKPIPE FITTING DOWN OR DROPPIPE FITTING TEE DOWNPIPE FITTING UPUNION FITTINGY STRAINER W/ PLUGGED BLOWDOWNY STRAINER W/ VALVEANGLE VALVEBALL VALVEBALANCING VALVECHECK VALVEGATE VALVE (CLOSED)MIXING VALVEFLOOR OR GRADE CLEANOUTFLOOR DRAINP TRAPROOF DRAIN (PRIMARY)BUTTERFLY VALVETEMP. & PRESSURE RELIEF VALVECARTRIDGE FILTERRPBP OR RPZEMERGENCY SHOWEREMERGENCY EYEWASHX: DETAIL DESIGNATION NUMBERX-#: DETAIL DESIGNATION DRAWINGRE REMOVE EXISTINGEWH ELECTRIC WATER HEATERCTE CONNECT TO EXISTINGCONNECT TO EXISTING / CTEHPCW HIGH PRESSURE COLD WATEREX EXISTINGXX: RISER SERVICE DESIGNATION#: RISER NUMBER DESIGNATIONX-#: RISER DESIGNATION DRAWINGKEYNOTE DESIGNATIONHANDICAPPED ACCESSIBLE (HC)EWC ELECTRIC WATER COOLEREW EMERGENCY EYE WASHGV GAS VENTU URINALJS JANITOR SINKDF DRINKING FOUNTAINWH WALL HYDRANTL LAVATORYWC WATER CLOSETSH SHOWERSK SINKMSB MOP SERVICE BASINHB HOSE BIBB W/ VACUUM BREAKERCW COLD WATER (-)G GAS (NATURAL)TW TEMPERED WATERW WATER SERVICEHWR HOT WATER RETURN (---)HW HOT WATER (--).02 SLOPE = 1/4" PER FOOT.01 SLOPE = 1/8" PER FOOTDS DOWN SPOUT BOOTRD ROOF DRAINSS SOIL STACKW WASTEVS VENT STACKWS WASTE STACKVVENTWCO WALL CLEANOUTS SANITARYRW RAINWATEROED OPEN END DRAINIW INDIRECT WASTEFM FORCE MAINCI CAST IRONFD FLOOR DRAINFCO FLOOR CLEANOUTOD OVERFLOW ROOF DRAIN (SECONDARY)CO CLEANOUTW & V WASTE & VENTBWV BACK WATER VALVEW & T WASTE & TRAPRW(P) PERFORATED PIPE1. DRAWINGS ARE DIAGRAMMATIC: DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS INFIELD.2. COORDINATE THE EXACT LOCATIONS OF UTILITIES WITH ALL POINT OF CONNECTION WORKPERFORMED UNDER THE PLUMBING CONTRACTOR'S SCOPE OF SERVICES.3. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH THE LATEST PLUMBING CODE AND ALLAPPLICABLE LOCAL CODES AND REGULATIONS.4. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE WORK WITH THATOF ALL OTHER TRADES, INCLUDING BUT NOT LIMITED TO, ELECTRICAL, HVAC, SPRINKLER,PLUMBING STRUCTURAL AND GENERAL ARCHITECTURE.5. ANY INTERFERENCE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE,AND SHALL BE RESOLVED PRIOR TO THE INSTALLATION OF THE WORK.6. NO WORK SHALL BE INSTALLED IN VIOLATION OF ANY GOVERNING CODES. ANY WORK SHOWNON THE DRAWINGS WHICH IS IN VIOLATION OF SUCH CODES SHALL BE BROUGHT TO THEATTENTION OF THE OWNER'S REPRESENTATIVE AND SHALL BE RESOLVED PRIOR TO THEINSTALLATION OF THE WORK. ALL WORK INSTALLED IN VIOLATION OF THE CODE AND NOT7. ALL PIPING PENETRATING CEILINGS AND WALLS SHALL BE INSTALLED WITH ESCUTCHEONS ATTHE PENETRATION. ALL PIPING PENETRATING EXTERIOR WALLS AND ROOFS SHALL BE FLASHEDIN AN APPROVED MANNER AND SHALL BE SEALED WEATHER AND WATER TIGHT. PIPINGPENETRATING FIRE RATED PARTITIONS SHALL BE PROVIDED WITH FIRE RATED SEALS AS REQUIREDBY LOCAL CODE AUTHORITY. INSTALLATION SHALL ADHERE TO MANUFACTURER'SRECOMMENDATIONS.8. PROVIDE ACCESS PANELS TO SYSTEM COMPONENTS THAT ARE CONCEALED AND REQUIREPERIODIC SERVICE. COORDINATE WITH ARCHITECT EXACT LOCATIONS. INSTALL VALVE AND9. TOPS OF ALL FLOOR DRAINS SHALL BE SET FLUSH WITH FINISHED FLOOR. ALL PIPING ABOVEGRADE SHALL BE PROPERLY SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT RESTON CEILING STRUCTURE OR COMPONENTS.10. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY.11. PROVIDE SHUTOFF VALVES ON ALL BRANCH PIPING AND ON ALL SUPPLIES TO INDIVIDUAL FIXTURES AND EQUIPMENT. PROVIDE BALL VALVES ON ALL WATER MAIN BRANCHES IN CORRIDORS AND WHERE INDICATED ON DRAWINGS.12. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO PREVENT STRESS ON PIPING.13. PROVIDE VENTS AT HIGH POINTS IN PIPING SYSTEMS AND DRAIN VALVES AT LOW POINTS.14. PITCH PRESSURE PIPING IN DIRECTION OF FLOW.15. VERIFY EXACT SIZES, LOCATIONS, INVERTS AND ELEVATIONS PRIOR TO RUNNING ANY PIPING. EQUIPMENT.16. ALL TOILET ROOM LAVATORIES UTILIZING SENSOR TYPE FAUCETS SHALL BE PIPED IN SUCH A MANNER SO AS TO PROVIDE DELIVERY OF HOT WATER IN ACCORDANCE WITH CODE. WHERE SENSOR FAUCET DELIVERY REQUIREMENTS EXCEED THAT OF THE CODE, INSURE THAT THE STRICTER DELIVERY TIME NEEDS ARE MET. HOT WATERCIRCULATION PIPING SHALL BE INSTALLED AT THE OPPOSITE END OF THE CHASE HOT WATER SUPPLY SERVING THE LAVATORY CHASE. PROVIDE ALL NECESSARY BALANCING VALVES, FLOWMETERS, GAUGES, ACCESS PANELS AND17. PIPING SHALL NOT RUN OVER ELECTRICAL PANELS. INSTALLATION OF PIPING SHALL BE COORDINATED WITH WORK OF OTHER TRADES.18. THIS CONTRACTOR PRIOR TO SUBMITTING SHOP DRAWINGS AND SUBMITTALS SHALL ENSURE THAT ALL EQUIPMENT FIXTURES, PIPING, AND RELATED COMPONENTS MEET STATE PRODUCT APPROVAL. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL FIXTURES AND 19. OBTAIN AND PAY FOR ALL APPROVALS, PERMITS AND FEES REQUIRED.RELATED ACCESS PANELS SO AS TO PROVIDE CLEAR ACCESSIBILITY TO VALVE AND DRAININGREQUIREMENTS FOR BUILDING MAINTENANCE.BROUGHT TO THE INTENTION OF THE OWNER AND ENGINEER SHALL BE CORRECTED ATTHE CONTRACTORS EXPENSE.20. PROVIDE AND COORDINATE THE REQUIRED CHLORINATION AND DISINFECTION ANDTESTING OF THE PLUMBING SYSTEMS IN ACCORDANCE WITH THE SPECIFICATIONS ANDIN THE PRESENTS OF THE LOCAL PLUMBING INSPECTOR. THIS CONTRACTOR SHALLPROVIDE FOR TWO TEST (1 HOT WATER AND 1 COLD WATER) ON EACH LEVEL AND ATEACH GROUP OF FIXTURES. TEST SHALL BE COORDINATED WITH AND CONDUCTED INTHE PRESENTS OF THE LOCAL PLUMBING INSPECTOR, FINAL RESULTS SHALL INDICATETHE ABSENCE OF COLIFORM BACTERIA.8. THE PLUMBING SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GAS CONNECTIONS TO GASVENTS.9. PROVIDE MASSACHUSETTS APPROVED GAS TRAIN. 1. OBTAIN GAS PERMITS AND DEFRAY ALL COSTS INCIDENTAL TO THE GAS PIPINGSYSTEM. CONTRACTORS WORK SHALL COMMENCE ON THE HOUSE SIDE OF THEUTILITY CO. METER. 2. A SUITABLE DRIP OF CONDENSATE POCKET SHALL BE INSTALLED AT THEBOTTOM OF ALL GAS RISERS. 3. ALL GAS PIPING TO COMPLY WITH LOCAL AND STATE CODES. 4. GAS PIPING AND SAFETY DEVICES SHALL CONFORM TO THE REQUIREMENTS OFNFPA 54, FM GLOBAL AND SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THESTATE REGULATORY BOARD. 5. PROVIDE A SUITABLE GAS COCK VALVE AT EACH BRANCH RUNOUT FROM THEMAIN RISER SERVING GAS OUTLETS AND AT EACH INDIVIDUAL GAS FIXTURE. 6. GAS PIPING SHALL BE TESTED ACCORDING TO THE STATE FUEL GAS CODE ANDNATIONAL CODE PROVISIONS AND THE LOCAL PLUMBING INSPECTOR. IFINSPECTION OF THE TEST SHOWS DEFECTS, SUCH DEFECTIVE WORK ANDMATERIAL SHALL BE REPLACED AND INSPECTION AND TEST SHALL BE REDONE. 7. THE DRAWINGS INDICATE IN GENERAL THE REQUIREMENT FOR GAS VENTS. THEPLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION OFALL GAS VENTS NECESSARY TO PROPERLY VENT ALL GAS PRESSURE REGULATINGVALVES AND GAS FIRED MECHANICAL EQUIPMENT. ALL GAS VENTS SHALL RUN INDEPENDENTLY AND UNDIMINISHED IN SIZE, ORIGINATING AT THE FIXTURE OR PIECE OF EQUIPMENT REQUIRINGTHE SAME AND SHALL TERMINATE OUT-SIDE THE STRUCTURE TO ATMOSPHERE THRU THE ROOFWITH ALL CODE MANDATED DISTANCES FROM AIR INTAKES, OVERHANGS, & OPERABLE WINDOWS.THE EXACT AMOUNT AND SIZE OF EACH VENT SHALL BE DETERMINED BY THE APPROVED GAS TRAIN10. ALL VENT STACK TERMINATION POINTS THROUGH THE ROOF SHALL BE INSTALLED IN SUCH A MANNER SO AS TO BE NO LESS THAN 25 LINEAL FEET FROM ANY HVAC EQUIPMENT OR FRESH AIR INTAKE SOURCE.11. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TWO NATURAL GAS TEST CONNECTION SYSTEM BY THE LOCAL PLUMBING INSPECTOR. TEST PORT SHALL BE PROVIDED AT THE MOST REMOTE GAS UTILIZATION PIECE OF EQUIPMENT. THIS TEST PORT CONNECTION SHALL CONSIST OFA FULL SIZE FITTING TO THE PIECE OF EQUIPMENT AND SHALL HAVE A 1/2" GAS COCK AND PLUG. IN ADDITION THE TEST PORT CONNECTION SHALL BE INSTALLED APPROXIMATELY (4) FOUR FEET FROM ANY ADJOINING FITTING.A. THE SECOND TEST PORT CONNECTION SHALL BE PROVIDED AT THE GAS METER THE SYSTEM SHALL BE TESTED WITH ALL EQUIPMENT IN OPERATION AND SHALL BE REQUIRED TO NOT EXCEED A 1/2” PRESSURE DROP ACROSS THE BUILDING.B. THE PLUMBING CONTRACTOR SHALL COORDINATE WITH THE PLUMBING INSPECTOR TO VERIFY THE EXACT LOCATION OF WHERE THE TEST PORTS ARE TO BE INSTALLED PRIOR TO THE ACTUAL INSTALLATION.12. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY PURGING OF THE EXISTING NATURAL GAS PIPING SYSTEM WHERE REQUIRED IN ORDER TO PERFORM HIS WORK, INCLUDING ALL REQUIRED ISOLATION AND PURGING ASSOCIATED WITH THE EXISTING GAS SERVICE BEING REUTILIZE IN ORDER TO MAKE NEW CONNECTION TO THE EXISTING GAS METER.PORTS FOR EACH GAS SYSTEM TO ACCOMMODATE THE REQUIRED GAS PRESSURE TESTING OF THE13. NATURAL GAS PIPING SHALL BE PAINTED YELLOW AND EQUIPPED WITH LABELS EVERY 20 FEET PER REQUIREMENTS OF ANSI 13.1.14. ALL FM APPROVED NATURAL GAS FIRED EQUIPMENT SHALL BE PROVIDED WITH GAS VALVES ANDCOMBUSTION SAFETY DEVICES.21. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A WATER TIGHT SEAL ATALL PENETRATIONS AND SHAFT OPENINGS WHERE PLUMBING PIPING TRANSITIONSBETWEEN FLOORS OCCUR. PENETRATION SEALS SHALL ADDITIONALLY BE CAPABLEOF PREVENTING THE MIGRATION OF SMOKE AND ODORS BETWEEN UNIT WALLS,CEILINGS AND FLOORS. 22. COORDINATE ALL EXISTING RAINWATER PIPING SYSTEM REMOVAL AND REPLACEMENT DURINGNON-INCLEMENT WEATHER CONDITIONS. NEW AND TEMPORARY SYSTEMS SHALL REMAINOPERABLE DURING THE ENTIRE CONSTRUCTION PERIOD.23. ALL FLOOR DRAINS SHALL BE PROVIDED WITH AUTOMATIC TRAP PRIMERS COMPLETE WITHALL NECESSARY ANCILLARY FITTINGS.AND MANUFACTURERS DATA FOR EACH PIECE OF EQUIPMENT. ANY NECESSARY EQUIPMENT REQUIRED PROPERLYBALANCE THE HOT WATER SYSTEM.24. EXTERIOR WALL HYDRANTS SHALL DROP WITHIN INTERIOR WALLS AND CONDITIONED SPACES,WHERE NO ADJOINING WALL OCCURS COLD WATER SHALL BE DROP ON THE EXTERIOR WALL WITHIN THE CONDITIONED SIDE OF THE VAPOR BARRIER.15. WHERE GAS PIPING IS INSTALLED WITHIN A CONCEALED CHASE OR SHAFT PIPING SHALL BE WELDED.THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 NTS4/5/2018 7:55:20 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P001PLUMBING GENERAL NOTESSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018NO. DATE DESCRIPTION
UPUPDNJJJJCW3" CW UP4" V UP3" G UPWATER METERASSEMBLYSHUT-OFF VALVE1/2" DROP TO TPV-2(2) 1/2" TP TO TD-A 23212019181716151429282726252422ADD.9F.3HJEXKE.5D.4GD.3C.924.328.4D.8EFE.713.6CBE.317.83015.813.9E.625.520.521.219.215.717.5G.6K.126.527.127.325.7D.7E.125.324.5F.9????????L01LOWER LOBBYL03MAIN ELECTRICALROOMST L04STAIR 4EL L04ELEVATOR 4????L06ELEVATOR CONTROLROOML05EMERGENCYELECTRICALL01CBLDG STORAGEPRV STATION4" RW4" SAN2" FM(RW)3" CW4" V3" CW4" V4" V3" CW2" FM SAN2" FM SAN2" FM SAN DN & RISE FROM SP-32" FM RW DN & RISE FROM SP-23/4" DROP TO HB-23/4" DROP TO HB-24" OED W/ 6" FUNNEL (ALARM VALVE LOW POINT DRAIN DOWN) 4" BWV4" RW DN2" V DN & RISEFOR ADDITIONAL INFORMATION ON THE UNDERSLAB PIPING IN THS AREA REFER TO PACKAGE 3P20LL1-U1SP-3SP-2SP-4SP-5FOR ADDITIONAL INFORMATION ON THE UNDERSLAB PIPING IN THS AREA REFER TO PACKAGE 3P20LL1-U13" FM RW DISCHARGESP-1SE-14" V RISE2" FM SAN DISCHARGE3/4" CW DROP TORPBP FOR HVACMAKE-UP EHU-26" SAN6" RWPACKAGE 3PACKAGE 3PACKAGE 3P50210P50210P50210P504618" RW REFER TO PACKAGE 3PACKAGE 3PACKAGE 36" SAN10" RW10" RWP50412" V4" OED/1P20LL1P5049P50342 1/2" CONNECTION FOR F.P. ALARM VALVE (PRESSURE DRAIN) SPILL TO SUMP PIT3" CW3" CWPIPING IN UTILITY TRENCH2" V DN & RISE3" G3" GAS TO AHU-5113" G165' - 0"165' - 10"AAG-1GENERATORLOAD BANKTRIPLESWITCH10" DUCTILE IRON RW UNDER / THRU TUNNELS BY PLUMBER10" RWELEVATION APPROXIMATELY 162.95'REFER TO CIVIL FOR EXACT CONNECTION LOCATION AND ELEVATIONELEVATION APPROXIMATELY 162.63'REFER TO CIVIL FOR EXACT CPNNECTION LOCATION AND ELEVATION12" SLEEVE THRU FOUNDATION WALL12" SLEEVE THRU FOUNDATION WALL1/8" / 12"12" SLEEVE THRU EXISTING TUNNEL WALL12" WATER TIGHT SLEEVE THRU EXISTIING TUNNEL WALLWATER TIGHT SLEEVE THRU EXISTING TUNNEL WALLCONNECT TO EXISTING 4" RAIN LEADER. VERIFY LOCATION AND SIZE IN FEILDCONNECT TO EXISTING 4" RAIN LEADER. VERIFY LOCATION AND SIZE IN FEILD4" RW DN P50484" RW TO CIVIL ELEVATION 166.42'+/-4" RW DN P5048P5047P50474" RW TO CIVIL ELEVATION 165.08'+/-4" RW TO CIVIL ELEVATION 167.08'+/-4" AD-F4" RW4" RW4" RW/2P20LL1GYMNASIUM BUILDINGEXISTING UTILITY TUNNEL NEW PEDESTRIAN TUNNELANGLE DRAINW ITH INTREGAT BACK WATER VALVETHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 1/8" = 1'-0"4/5/2018 7:55:36 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P20LL1PLUMBING LL SOUTH PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018 1/8" = 1'-0"2PLUMBING - LEVEL LL - SOUTHNO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1 1/8" = 1'-0"1PLUMBING - LEVEL LL GENERATOR PIT/ PEDESTRIAN TUNNEL
UPUP160' - 0"165' - 0"165' - 10"159' - 5"232120191817161514131229282726252422ADD.9F.3HJ- KEXKE.5D.4GD.3C.924.328.4D.8EFE.713.6CD.1BE.317.83015.813.9E.625.520.521.219.215.717.5G.6K.1K26.527.127.325.7D.7E.125.324.5F.9STORM WATER SP-1EJECTOR FOR ALUMNEA SUBSURFACE DRAINAGESANITARY EJECTOR SE-1 FOR MECHANICAL ROOM FLOOR DRAINS4" SAN UP4" SAN UP3" W& T UP8" RW UP 10" SLEEVE THRU MAT SLAB4" TD-A4" TD-A6" SAN TO SANITARY SEWER INVERT EL: (167'-4")6" RW TO STORM SEWER INVERT EL: (167'-4")6" SAN TO SANITARY SEWER INVERT EL: 171'-3"+/-10" RW TO STORM SEWER INVERT EL: 170'-11"+/-10" RW TO STORM SEWER INVERT EL: (170'-11")4" DUCTILE IRON DOMESTIC WATER SERVICE(MINIMUM 5'-0" COVER)4" W & T UP PROVIDE WITH TRAP GUARD1/2" TP WATER SERVICEBY PLUMBER(10' FROM FOUNDATION)2" VENT UP2" VENT UP????????L01LOWER LOBBYL03MAIN ELECTRICALROOM??ST L04STAIR 4EL L04ELEVATOR 4??L06ELEVATOR CONTROLROOML05EMERGENCYELECTRICALL01CBLDG STORAGEANGLE DRAIN FOR AREA WAY3" AD-A4" SAN UP6" SLEEVE THRU MAT SLAB10" RWNEW 2'X2'X3' SUMP PITSP-210" RWRW UP TO FCO4" SAN UP TO FCO2" VENT UP2" W & T UP 2" VENT UP2" W & T UP 2" W UP 2" VENT UP2" W UP 4" SAN UP TO FCO4" SAN UP TO FCO4" RW UP TO FCO1/2" TP TYPE K COPPER (TYPICAL FOR ALL BURIED TRAP PRIMER PIPING)1/2" TP 1/2" TP TYPE K COPPER(TYPICAL FOR ALL BURIED TRAP PRIMER PIPING)6" SAN2" V2" V4" SANSLEEVE THRU MAT SLABPIPING CAST IN MAT SLABINVERT: 174'- 5"+/-PIPING CAST IN MAT SLABSLEEVE THRU MAT SLAB6" WTS4" AD-B18" DUCTILE IRON STORM DRAINTRENCHING FOR THE 18" DUCTILE IRON STORM SRAIN SHALL BE DONE IN ACCORDANCE WITH CMR 248 10.05 GENERAL REGULATIONS SUB-PARAGRAPH 5 TRENCHING, TUNNELING AND BACKFILLING.18" DUCTILE IRON STORM DRAIN FROM DMH#203 INV= 164.20'REFER TO CIVIL C-60018" DUCTILE IRON STORM DRAIN FROM DMH#204 INV= 162.75'REFER TO CIVIL C-600 (TYPICAL)4" RW CONNECT TO EXISTING STEAM TRENCH UNDERDRAIN INV= 160.20'4" CLEANOUT IN VERTICAL4" RW UP TO FCO4" RW UP TO FCO6" WTS6" WTS(2) 1/2" TP UP4" RW UP TO OED3" W&T UP TO TRENCH DRAIN6"X6"X3" DEEP NOTCH IN EXISTING SLAB3" W&T UP TO TRENCH DRAIN6"X6"X3" DEEP NOTCH IN EXISTING SLAB(2) 8" WTS4" RW(P)4" RW(P)4" RW(P)4" RW(P)3" RW4" RW4" RW(P) UP TO FCO TYPICAL4" RW(P) UP TO FCO (TYPICAL)4" RW(P)4" RW(P)4" RW(P)2" V UP2" V UP10" RW2" RW(P) UP TO FCO TYPICAL4" RW(P)4" RW(P)4" RW(P)4" RW(P) UP TO FCO (TYPICAL)6" G UP6" G UPBY GAS COMPANYGAS METER & PRV (FUTURE BY GAS CO.)ALL RW(P) LOCATED IN GRAVEL LAYER OF THE LOWER LEVEL MECHANICAL ROOM WILL RUN FLAT ON THE EXISITNG SLAB WITH FILETER FABRIC. COORDINATED CROSSING WITH CONDUIT AND UNISTRUT SUPPORTS (TYPICAL)2" FM DISCHARGE FROM PIT4" RW DROP TO GRAVEL LAYERNEW 2'X2'X2' SUMP PIT W/ FRAME AND GRATE COVERNEW 2'X2'X2' SUMP PIT W/ FRAME AND GRATE COVER4" FD-B4" FD-BWTS2" FD-A2" FD-A2" FD-A2" W & T UP 2" FM SAN UPNEW 2'X2'X2' SUMP PIT W/ FRAME AND GRATE COVER2" FM SAN UP4" SAN UP4" SANPIPING CAST IN MAT SLAB2" FM SAN UP SLOPE DOWN BELOW NEW SLABTO EXISTING 4" FLOOR DRAIN SYSTEMP50154" RW4" RW2" FM SAN4" TD-A10' BY PLUMBING CONTRACTOR10' BY PLUMBING CONTRACTOR (TYPICAL)BELOW FOUNDATION10' BY PLUMBING CONTRACTOR (TYPICAL)EXISTING SUB-SURFACE DRAINAGE4" RW UP TO GCOBELOW FOOTINGTHRUST BLOCK4" RW PIPING CAST IN MAT SLAB4" SAN ROLL DOWN BELOW EXITING FOUNDATION (INVERT EL: 171'-5.5"+/-)WTS4" RW UP TO OED4" RW UP TO OED4" RW4" RW18" STORM18" STORMPIPING CAST IN MAT SLABPIPING CAST IN MAT SLAB3" RW4" RW(P)2" FM SAN2" FD-B W/ FUNNEL FOR CLEAR WATER WASTE. ZURN 7080 SERIES BACKWATER VALVE4" RW(P)CAST IN PLACEREPLACE PERFORATED PIPE WITH HEAVY DUTY CAST IRONCAST IN PLACEREPLACE PERFORATED PIPE WITH HEAVY DUTY CAST IRON IN THIS LOCATION4" RW(P)4" RW(P)4" RW(P)4" RW(P)4" RW(P)4" AD-B4" AD-B4" RW4" RW4" RW UP TO OED4" RW4" RW UP TO FCO1/2" TP 2" VENT UP1/2" TP 4" RW(P)4" RW(P)4" SAN UP TO OED2228" RW UP24" SAN UP TO FCOTIGHT TO BOTTOM OF SLABINVERT: 159.38'33333THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 1/8" = 1'-0"4/5/2018 7:55:47 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P20LL1-UPLUMBING UNDERGROUNDSOUTH PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTS02/28/18 1/8" = 1'-0"1PLUMBING - LEVEL LL UNDERGROUND PACKAGE - SOUTHNOTES:1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMEPLETE REMOVAL ON THE TEMPORARY CAPS OF THE EXISTING FLOOR DRAINS. IN ADDITION ALL PIPING LOCATED BELOW THE ORIGINAL EXISTING FLOOR SHALL BE RODDED, CLEANED AND CLEARED OF ANY CONSTRUCTION DEBRIS. 2. TRENCHING FOR THE 18" DUCTILE IRON STORM SRAIN SHALL BE DONE IN ACCORDANCE WITH CMR 248 10.05 GENERAL REGULATIONS SUB-PARAGRAPH 5 TRENCHING, TUNNELING AND BACKFILLING.NO. DATE DESCRIPTION1 01/26/18 PACKAGE 32 02/09/18 PACKAGE 3 - ADDENDUM #23 03/23/18 PACKAGE 4 - ADDENDUM #1
121110987632- 1ADD.9F.3HJ- KEXK4E.55D.4G1.7D.3C.9D.8EFE.7CD.1BE.3E.6G.61K.1K2" RW TO SIDE OUTLET TRENCH DRAIN. DRAIN INSTALLED UNDER PAVERS4" W & T UPPROVIDE TRAP GUARD INVERT EL.=174'-4"6" RW TO STORM SEWER INVERT EL: (174'-7")6" SAN TO SANITARY SEWER INVERT EL: (184'-5")2" V UP8" WATER TIGHT SLEEVE THRU FOUNDATIONWTS THRU FOUNDATION WALL4" RW UP1/2" TP UP 1/2" TP TYPE K COPPER (TYPICAL FOR ALL BURIED TRAP PRIMER PIPING)4" RWALL PREFORATED PIPE RW(P) IN THE SUNKEN COURTYARD SHALL BE INSTALLED DIRECTLY ON MAT SLAB (TYPICAL)4" RW(P) UP TO BURIED CLEANOUT4" RW(P) UP TO BURIED CLEANOUT4" RW(P) UP TO BURIED CLEANOUT4" RW(P) UP TO BURIED CLEANOUT4" RW(P) UP TO BURIED CLEANOUT4" RW(P) UP TO BURIED CLEANOUT4" RW(P) UP TO BURIED CLEANOUT4" RW(P) UP TO BURIED CLEANOUT4" RW(P) UP TO BURIED CLEANOUT4" RW(P) UP TO BURIED CLEANOUT4" RW(P) UP TO BURIED CLEANOUT (TYP)6" WTS6" RW6" RW TO STORM SEWER INVERT EL: (174'-7")6" RW8" WATER TIGHT SLEEVE THRU FOUNDATION4" RW UP TO BURIED CLEANOUT2" RW TO SIDE OUTLET TRENCH DRAINDRAIN INSTALLED UNDER PAVERS3'X3'X3' SUMP PITSE-2PIPING CAST IN MAT SLABALL PREFORATED PIPE RW(P) IN THE SUNKEN COURTYARD SHALL BE INSTALLED DIRECTLY ON MAT SLAB (TYPICAL)4" RWHEAT TRACE ALL PIPING AND DRAINS WITHIN THE SUNKEN COURT4" RW(P) UP TO BURIED CLEANOUT4" RW(P) UP TO BURIED CLEANOUTPIPING AND AREA DRAINS IN THE SUNKEN COURT SHALL BE INSTALLED IN A FUTURE PACKAGE. ALL PIPING AND DRAINS SHALL BE HEAT TRACED UNDER FUTURE PACKAGE (REFER TO ELECRICAL). TRENCH DRAINS AND ASSOCIATED PIPING SHALL BE INSTALLED IN PACKAGE 34" TD-A2" TD-B2" TD-BP5016P50164" SAN UP TO FCO2" TD-B2" TD-B2THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 1/8" = 1'-0"4/5/2018 12:58:07 PMC:\Users\cstellberger\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_cstellberger.rvt4786.000P20LL2-UPLUMBING UNDERGROUNDNORTH PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018 1/8" = 1'-0"1PLUMBING - LEVEL LL UNDERGROUND PACKAGE - NORTHNO. DATE DESCRIPTION1 01/26/18 PACKAGE 32 02/09/18 PACKAGE 3 - ADDENDUM #2
DNDN3" CW3" CW3" CW3" CW UP1 1/4" HW UP3/4" HWR UP6" RW(O) UP4" SAN UP1 1/2" V UP4" SAN UP8" RW UP & DN6" RW(O) UPFCO3" CW DN & RISE4" V UP & DN3" G DN6" RW(O) DOWNSPOUT TERMINATION (APPROX. 3'-0" ABOVE GRADE)6" RW(O) DOWNSPOUT TERMINATION (APPROX. 3'-0" ABOVE GRADE)GAS TO HVAC BOILERSTP-22" W UP1/2" CW UP1/2" HW UP6" RW UPWH-13/4" CW DROPP30111/2" DROP TO TP-21 1/4" DROP TO TO BOILER-MAKE-UP SUB-METERFCO2" V DN & RISE2" V DN & RISE2321201918171615141312111029282726252422ADD.9F.3HJ- KEXKE.5D.4GD.3C.924.328.4D.8EFE.713.6CD.1BE.317.83015.813.9E.625.520.521.219.215.717.5G.6K.1K26.527.127.325.7D.7E.125.324.5F.91 1/4" G1 1/4" G8" RW UP6" RW UP1 1/4" G UP6" G UP6" G UPBY GAS COMPANY8" RW1 1/4" CW1" HW1/2" HWR8" RW8" RW4" SAN UP2" W &T UPFCO2" W &T UP10" SLEEVE THRU BEAM4" OED INSTALL ABOVE CEILINGINSTALL LOW AS POSSIBLEABOVE FIN.CLG4" V3/4" CW4" OED4" BWV4" RW DN4" RW DN4" BWV4" OED2" FM SAN DN & RISE2" FM SAN2" V3" V UP1 1/4" CW2" W UP2" W UP3" W & T UP3/4" CW UP TO WH-13/4" CW3" W & T UP(3) 2" V UP2" W UP4" SAN UP8" RW4" W DN & 3 V RISE4" OED W/6" FUNNEL3/4 SUB-METERWM-23P5024P5021 1/4" RPBPW/ FLOOD STOP VALVE 2" W UP(2) 1/2" V UP2" V UP4" RW UP3/4" HW UP1/2" CW UPFCO1/2" TP DN3P5025P5023P5021 1/2" V UP4" SAN UP6" RW UP3" W &T UP4" V UP8" RW DN2" W &T UPRUN ALONGWALL ABOVERPBP4" SAN DNSOUTHENTRYVESTIBULE007VTLRCLASSROOM011ELEVATOR4EL004DIGITALMEDIAHUB012SCSECURESTACKS003SCSECURESTACKS005MAINHALL001COLLABROOM009BTELECOM001AELEC001BCENTRALSERVICEPOINTSUPPORT004WOMENT001JANITOR012GCOLLABROOM012ECOMPUTERCLASSROOM012DMEDIAPRODUCTIONSTUDIO012BFA. CL001FPREACTION001CWESTVESTIBULE010VSCSECURECORR.005AELEVATOR1EL001ELEVATOR3EL003??STAIR 2ST002STAIR 1ST001OFFICE009GSTAFFWORKROOM009COLLABROOM009DOFFICE009COFFICE009AOPENCOLLAB010MEDIAPRODUCTIONSTUDIO(SELFSERVE)012AELEVATORCONTROLROOM012HSOUTHENTRY007STAIR 3(OCULUS)ST003CENTRALSERVICEPOINT001DCOLLABROOM012FBOILERROOM002STAIR 4ST004ELEVATOR2EL002COLLABROOM010AMENT002STORAGE009FOFFICE009ECLOSET011AAV CL.011BSHAFTS004SHAFTS003SHAFTS009CORR006OFFICE009HOFFICE009JOFFICE009KOFFICE009LPHONE001EPHONE010BELEVATORCONTROL003A(2)1/2" TP UP(2)1/2" TP UP2" W &T UPSP-4SP-58" RW3/4" CW3/4" CWWH-11/2" TP UP3/4" CW DROP3/4" CW3/4" CW DROPWH-1HB-26" G3/4" CW DROP6" G DROPPACKAGE 3PACKAGE 4APAPAPP5021P5021VALVE W/ AP(8) 1/2" GTV TO SHAFT(8) 1/2" GTV TO SHAFT(16) 1/2" GV UPVALVE W/ AP4" SLEEVE THRU BEAM(2) 3" SLEEVES THRU BEAM13/4" CW TO WH-13/4" CW3/4" CW3/4" CW13" G3" G3" G3" G1111111THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 1/8" = 1'-0"4/5/2018 7:56:15 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P200G1PLUMBING G SOUTH PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018 1/8" = 1'-0"1PLUMBING - LEVEL G - SOUTHNO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
DN6" SAN TO SANITARY SEWER INVERT EL: (184'-5")3/4" CW3/4" CW3/4" CW1/2" DROP TO TP-23/4" DROP TO HB-24" V4" V4" V4" V FROM SUMP PIT2" V DN & RISE121110987632- 1ADD.9F.3HJ- KEXK4E.55D.4G1.7D.3C.9D.8EFE.7CD.1BE.3E.6G.61K.1K1/2" TP DNALL PREFORATED PIPE RW(P) IN THE SUNKEN COURTYARD SHALL BE INSTALLED DIRECTLY ON MAT SLAB. PROVIDE WITH FELT FABRIC COVER (TYPICAL)4" RW(P) CAPPED4" RW(P) UP TO CLEANOUT4" RW(P) UP TO CLEANOUT(TYPICAL)4" RW(P) CAPPED4" RW UP TO CLEANOUTALL PREFORATED PIPE RW(P) IN THE SUNKEN COURTYARD SHALL BE INSTALLED DIRECTLY ON MAT SLAB PROVIDE WITH FELT FABRIC COVER (TYPICAL)HEAT TRACE ALL PIPING AND DRAINS WITHIN THE SUNKEN COURT4" RW(P)4" RW(P)4" RW(P)4" RW(P)4" RW(P)4" RW(P)4" RW(P)4" RW(P)4" RW(P)4" RW(P)4" RW(P)4" RW(P)4" RW(P)4" RW(P)SE-23/4" CW UP TO WH-13/4" CW DROP TO WH-14" OED 4" BWV4" RW DNWH-1FOR ADDITIONAL INFORMATION REFER TO PACKAGE 3P20LL2-U13/4" DROP TO RPBP W/ FLOODSTOPMAKE-UP WATER FOR EHU-1GENERALCOLLECTIONS015DIGITALMEDIAHUB012SUNKENCOURTYARD013MEDIAPRODUCTIONSTUDIO012BOPENREADING015AMEDIAPRODUCTIONSTUDIO(SELFSERVE)012AMECHANICAL014P50252" FM SAN FROM SUMP PITPACKAGE 36" RW6" RWPACKAGE 3VALVE W/ APVALVE W/ APP50354" RW(P)4" RW(P)4" RW(P) CAPPED4" RW(P) CAPPED14" RW(P)GRADE CLEANOUT FOR BWV (TYPICAL)COORDINATE EXACTLOCATION OF BRANCH PIPES BELOW SNOW MELT PATH SEE L-203 AND E8044" RW(P)111111114" RW(P)THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 1/8" = 1'-0"4/5/2018 7:56:29 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P200G2PLUMBING G NORTH PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018 1/8" = 1'-0"1PLUMBING - LEVEL G - NORTHNO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
6" RW UP & DN8" RW UP & DN6" RW(O) UP & DN6" RW UP & DNSK-3 WITH ISLAND VENT3" FD-C232120191817161514131211109282726252422ADD.9F.3HJ- KEXKE.5D.4GD.3C.924.328.4D.8EFE.713.6CD.1BE.317.815.813.9E.625.520.521.219.215.717.5G.6K.1K26.527.127.325.7D.7E.125.324.5F.9100VEAST VESTIBULE100EAST ENTRY105SC SECURE STACKS108DOFFICE107LIBRARYADMINISTRATION107DOFFICE108AGROUP STUDY108JGROUP STUDY108NC HUB - TLR ANDACADEMIC SUCCESS108FSEMINAR ROOM108HASSISTIVE TECH101MAIN HALL103CONWAY CENTER102BROWSING ROOMCLASSROOM104SERVICE POINTSUPPORTT101W/GN TOILET ROOMT102M/GN TOILET ROOM101ATELECOM101BELEC.103ACONWAY - SHAREDOFFICE??101CPRE ACTIONEL102ELEVATOR 2106SC - COLLECTIONSWORKROOM106DSC OFFICE111EXIT PASSAGEWAYST103STAIR 3ST102STAIR 2ST101STAIR 1EL101ELEVATOR 1EL103ELEVATOR 3107COFFICE - DEAN OFLIBRARIES103CCONWAY - OFFICE103ECONWAY - OFFICE101DMAIN SERVICE POINT108BGROUP STUDY6" RW UP & DN109AJANITOR6" G DN6" G DNGAS METERBY GAS COMPANY1 1/4" G UP&DN8" RW UP & DN6" RW(O) UP & DNCOFFEE MACHINE (BY OTHERS)ESPRESSO MACHINE (BY OTHER)P30123" FD-C1/2" CW DROP TO FILTER FORICE MACHINE AND REFRIGERATORREFER TO P301FOR MORE INFORMATIONWH-13/4" CW DN & RISE4" SAN UP & DN2" W DN & V RISE3/4" HW DROP1/2" CW DROPFOR SK-3 & DISHWASHER1/2" HW DN & RISE3/4" CW DN & RISESK-22" V UP3" V UP & DN1/2" CW & HW DN & RISERUN UNDER COUNTER TO CONNECTIONS FORCOFFEE MACHINE, SK-3, & ESPRESSO MACHINEUNDER COUNTER REFRIGERATOR (BY OTHER)PROVIDE 1" IW TO FD-C & 1/2" CW CONNECTION3/4" CW DN & RISETO WH-1(3) 2" V DN & RISE4" V UP & DN110CCAFE SUPPORT110BCAFE SERVICE103CONWAY CENTERTPV-2P50410BY PLUMBER(16) 1/2" GV UP&DNP504111111THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 1/8" = 1'-0"4/5/2018 7:56:45 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P201PLUMBING LEVEL 1 PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018 1/8" = 1'-0"1PLUMBING - LEVEL 1NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
4" SAN UP & DN4" RW UP 4" RW UP 6" RW(O) UP8" RW UP & DN4" SAN UP4" SAN4" RW UP 6" RW UP &DN2" W UP4" RWUP & 6" RW DN 2321201918171615141312111098282726252422ADD.9F.3HJ- KEXKE.5D.4GD.3C.924.328.4D.8EFE.713.6CD.1BE.317.815.813.9E.625.520.521.219.215.717.5G.6K.1K26.527.127.325.7D.7E.125.324.5F.91 1/4" G UP & DN6" SLEEVE THRU BEAM6" RW6" RW UP& 8" RW DN 6" RW(O) DN6" RW DN6" RW UP6" RW(O) UPP30132" W UPREFER TO P301FOR ADDITIONAL INFORMATION1 1/2" V UP6" RW(2) 4" RW UP 4" SAN UP4" SAN3" V UP & DN2" V DN & RISE4" SAN DN & V RISE4" RW UP4" SAN UP4" V UP & DN2" W & T UP2" W UP4" V UP & DNSCSECURESTACKS205SCEXHIBIT204TELECOM201AELEC201BFIREALARM201FPREACTION201CSC -TECHNOLOGYWORKROOM206SCOFFICE206DCAVERNO208BNC HUB-ACADEMICSUCCESS208STAIR 3ST103STORAGE210AREADINGROOM210STAIR 1ST201ELEVATOR1EL201ELEVATOR3EL203STAIR 2ST202ELEVATOR2EL202REFLECTIONROOM208ASEMINARROOM209GNTOILETROOMT201STORAGE209AHALL207SCSECUREHALL205BHALL201SCSHAREDOFFICE206ASCOFFICE206BSCOFFICE206CSHAFTS203SHAFTS204SHAFTS207SHAFTS205SHAFTS206SHAFTS201SHAFTS202PHONE208CVEST205A1/2"TP UP4" RW UP(16) 1/2" GV UP& DN1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 1/8" = 1'-0"4/5/2018 7:57:00 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P202PLUMBING LEVEL 2 PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018 1/8" = 1'-0"1PLUMBING - LEVEL 2NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
6" RW DN6" RW(O) DN4" SAN UP4" RW UP4" RW(O) UP4" RW UP4" RW(O) UP4" RW UP4" RW(O) UP4" RW(O) UP4" RW UP4" RW DN3" W UP4" RW DN4" RW TO GUTTER4" RW TO GUTTER4" RW TO GUTTER4" RW TO GUTTER4" RW TO GUTTER4" RW TO GUTTER4" RW TO GUTTER4" RW TO GUTTER8" RW DN4" V DN & RISE6" RW DN4" RW DN4" RW TO GUTTERUTILIZE EXISTINGGUTTER CONDITIONS(962 SF)4" RW4" RW(O)4" RW4" SAN DN1 1/4" G UP & DN232120191817161514131211109829282726252422ADD.9F.3HJ- KEXKE.5D.4GD.3C.924.328.4D.8EFE.713.6CD.1BE.317.815.813.9E.625.520.521.219.215.717.5G.6K.1K26.527.127.325.7D.7E.125.324.5F.96" RW UP3" W&T UP3" W&T UP(2)1 1/2" V UP2" W UP3" W&T UP1 1/2" V UP1/2" TP UP1 1/2" V UP1 1/2" V UP4" RW4" RW4" SAN4" SAN4" SAN4" RW4" RW6" RW6" RW6" RW4" RWSK-14" V4" V4" SAN DROP3" W&T UP3" W&T UP4" RW DN4" RW DN6" RW UP6" RW DNP30142" W DN &V RISE3/4" HW DROP3/4" CW DROP2" W UP2" W & T UP2" W & T UP1 1/2" V UP1 1/2" V UP3" SAN4" RW4" RW4" RW TO ANGLE DRAIN4" RW TO ANGLE DRAIN4" RW TO ANGLE DRAIN4" RW TO ANGLE DRAIN6" RW DN6" RW(O) DNREFER TO P201FOR ADDITIONAL INFORMATION6" RW(O)6" RW4" RW6" RWROLL DOWNROLL DOWN3" V UP4" SAN DN4" RW DN4" W & T4" SAN3" V4" W & T6" RW UP3" V DN & RISE8" RW4" SAN DN4" V UP4" RW DN2" V UP3/4" HWR UP1 1/2" HW UP2 1/2" CW UP4" RW TO GUTTER(962 SF)CONNECTION TO GUTTER (1011 SF)CONNECTION TO GUTTER (430 SF)CONNECTION TO GUTTER (430 SF)2" W UP4" RW4" V DN4" V UP6" RW1/2" TP UP1/2" TP UP4" V UPSTAFFROOM309FCOLLABROOM310BSPECIALCOLLECTIONSCLASSROOM303COLLOCOTTREADINGRM302GROUPSTUDY301ECOLLABROOM310CEXHIBITPREP304ATELECOM301AELEC301BCONSULT307DCONSULT307CSCSECURESTACKS305SCCLASSROOM304WOMENT301MEN/GNT302SCMEETINGROOM307BGROUPSTUDY301FFIREALARM301GPREACTION301CELEVATOR2EL302SPECIALCOLLECTIONSREADINGROOM307SPECIALCOLLECTIONSENTRY308SCSTAFFWORKROOM306OPENREADINGROOM310OFFICE- D&A309EINTERLIBRARYLOAN309CMEETINGROOM309AOFFICE- D&A309HOFFICE- D&A309DSTORAGE309GSTAIR 3ST103STAIR 1ST301ELEVATOR1EL301ELEVATOR3EL303STAIR 2ST302SCSMALLGROUPROOM307ADISCOVERY&ACCESS309PHONE(ADA)309JPHONE301DSHAFTS303SHAFTS304SHAFTS307SCSECUREHALL305BSHAFTS301SHAFTS302SHAFTS305SHAFTS306VEST305A4" RW(O)4" V2" V4" W & TNOTCH IN TUBE STEELNOTCH IN TUBE STEELNOTCH IN TUBE STEELNOTCH IN TUBE STEELP5032S = 1/8"/FTS = 1/8"/FT(16) 1/2" GV UP & DNBWVBWVBWVUP TO FCO ABOVE6" SLEEVE THRU BEAM1114" RW UP11THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 1/8" = 1'-0"4/5/2018 8:13:11 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P203PLUMBING LEVEL 3 PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018 1/8" = 1'-0"1PLUMBING - LEVEL 3NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
4" RD-E[520 SF]4" RD-D[520 SF]4" RD-D[1248 SF]4" RD-E[1248 SF]4" RD-D[1248 SF]4" RD-E[1248 SF]4" RD-D[508 SF]4" RD-E[508 SF]4" RW UP6" RW UP4" RW UP6" RW UP6" RW DOWNSTANDING SUPPORT RACK FOR WM-3,MV-1 AND (2) CP-1CONNECTION TO GUTTER (636 SF)CONNECTION TO GUTTER (1215 SF)CONNECTION TO GUTTER (1215 SF) CONNECTION TO GUTTER (636 SF)4" RD-B(1530 SF)232120191817161514131211109829282726252422ADD.9F.3HJ- KEXKE.5D.4GD.3C.924.328.4D.8EFE.713.6CD.1BE.317.815.813.9E.625.520.521.219.215.717.5G.6K.1K26.527.127.325.7D.7E.125.324.5F.91 1/4" G DN6" RW DOWN4" RISE1" CW1" HW1/2" HWR4" RW2" CW1 1/2" HW3/4" HWR6" RW4" V6" RW4" RW6" RW6" RW3" FD-C3" FD-C3" FD-C3" FD-CWH-1WH-16" SLEEVE THRU BEAM8" SLEEVE THRU BEAM4" VTR(2) 1 1/2" V DN & RISE(2) 1 1/2" V DN & RISE2" V3" V2" W DN & V RISE4" FD-B4" FD-B4" FD-BP30154" VTR4" RD-B(1530 SF)4" RD-B(1530 SF)4" RD-C(420 SF)4" RD-C(420 SF)4" RD-B(1530 SF)REFER TO P503FOR ADDITIONAL INFORMATION3/4" HW & CW DROPTO DISHWASHER & PRE-RINSE SINK3/4" CW & HWDROP TO MSB-11/2" CW DROP TO FILTER FOR ICE MACHINE1/2" HW & CW DROP TO HAND SINK 1 1/2" V DN & RISE4" RD-B(1576 SF)4" RD-B(1576 SF)4" RD-B(1576 SF)4" RD-B(1576 SF)6" RW6" RW6" RW DN4" RW4" RW DN4" RD-C(523 SF)4" RD-C(523 SF)1/2" CW DROP3/4" CW UP TO RH-1SPILL ROOF HYDRANTDRAIN TO FLOOR DRAIN BELOW COUNTERCONCEAL IW IN WALLBVA(2) GWH-13/4" HWR DROP2" HW DROP3/4" HWR DROPSTANDING SUPPORT RACK FOR 3/4" RPBP W/ FLOOD STOP3/4" CW DROPP5031P50254" OED2" V DN & RISE4" RW DNP50234" V DN & RISE1 1/4" G1 1/4" G3/4" HWR1 1/2" HW2" CW1" CW1" HW1/2" HWRROOFTOPREADINGROOM401EXTERIORTERRACE405CATERINGPREP403MECHANICALROOM402STAIR 2ST402STAIR 1ST401ELEVATOR3EL403ELEVATOR2EL402TELECOM402BELEC402CFIREALARM401AWOMEN406MEN407AVCLOSET401BHB-2P504103" V DN & RISEAP(16) 1/2" GTV THRU ROOF (16) 1/2" GTV FROM LEVEL G BOILER ROOM(16) 1/2" G DN4" V3" V4" V4" V DN & RISE2" W DN & V RISE4" V DN & RISE4" RW UP6" SLEEVE THRU BEAM6" SLEEVE THRU BEAM4" RW UP6" SLEEVE THRU BEAMFCO1/2" CW DROP TO TPV-21/2" CW DROP TO TPV-26" SLEEVE THRU BEAM4" RW UP4" RW4" RW11111111111THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 1/8" = 1'-0"4/5/2018 8:13:21 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P204PLUMBING LEVEL 4 PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018 1/8" = 1'-0"1PLUMBING - LEVEL 4NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
6" RD-A[1910 SF]6" RD-A[1897 SF]4" RD-A[1455 SF]4" RD-A[1434 SF]4" VTR232120191817161514131211109829282726252422ADD.9F.3HJ- KEXKE.5D.4GD.3C.924.328.4D.8EFE.713.6CD.1BE.317.815.813.9E.625.520.521.219.215.717.5G.6K.1K26.527.127.325.7D.7E.125.324.5F.94" VTR4" VTR4" RD-B(1576 SF)4" RD-B(1576 SF)4" RD-B(1576 SF)4" RD-B(1576 SF)4" RD-B(1530 SF)4" RD-B(1530 SF)4" RD-B(1530 SF)4" RD-B(1530 SF)4" RD-D[520 SF]4" RD-E[1248 SF]4" RD-D[1248 SF]4" RD-D[508 SF]4" RD-E[508 SF]RH-14" RD-D[1248 SF]4" RD-E[1248 SF]4" RD-E[520 SF](16) 1/2" GTV THRU ROOF FROM LEVEL G BOILER ROOM4" AD-B4" RD-A[1235 SF]4" AD-B1111THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 1/8" = 1'-0"4/5/2018 7:57:53 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P205PLUMBING ROOF PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018 1/8" = 1'-0"1PLUMBING - ROOF (HP)NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
FDFDFDFD14DWC-1A(3) L-1WC-1(2) L-14" SAN DN & V RISE2" W DN AND V RISE161514DD.9D.4D.3C.9D.8E15.813.915.7WC-1WC-1WC-1WC-14" SAN DN & RISE1/2" HW DROPU-1AWC-1A3/4" CW & HW DROP4" OED1 1/2" CW DROP2" CW1 1/2" CW4" SAN DROP3/4" HWR RISE1/2" CW DROP2" W DN & V RISE1/2" HWR RISEHB-1HB-11" HW4" V4" RW DNEWC-12 1/2" CW DROP4" SAN2" V4" SAN2" V4" SAN2" V4" W DN & V RISE4" OED2" FM SAN TO OED1/2" BVA1/2" BVA4" V12" X 12" ACCESS PANEL1/2" TP DN18" X 18" ACCESS PANELTPV-21/2" TP RUN IN CHASE2" V DN & RISE1/2" HWR1/2" HW3/4" CW DROP12" X 12" ACCESS PANEL2" V2 1/2" CW1/2" TP DN1/2" TP RUN IN CHASETPV-21/2" HWR4" V3" CW1 1/4" HW3/4" HWRPROVIDE ACCESS PANELSFOR ALL VALVES (TYPICAL)1 1/4" CW1" HW1/2" HWRACCESS PANELP50212P50212P5023ACCESS PANEL IN WALL FOR OEDP50242" V4" V1 1/4" CW1" HW3/4" HWR2 1/2" CW1 1/2" CW1/2" HW3/4" CWBWV(TYP)MSB-1APBVA2" V DN & RISE1/2" HW DROPAP2" FMSAN TO OED1/2" CW114C161514CB15.815.74" SAN UP & DN1 1/2" V UP4" V UP & DN1 1/2" CW DROP3" CW UP & DN1 1/2" HW UP & 1 1/4 DN3/4" HWR UP & DN2" W & T UP1 1/2" CW DROP4" SAN DN & V RISE1 1/2" V RISE1 1/2" CW4" V1 1/2" CW3/4" HW3/4" CW2" V4" SAN UP & DN1 1/2" CW DROP4" SAN DN & V RISE4" V UP1 1/2" DN & RISE1/2" HW DROP3/4"CW DROP2" W DN & V RISE 1 1/2" V DN & RISE 1 1/2" V DN & RISE 1/2" HWR RISE3" W DN3/4" CW & HW DROP4" OED4" RW DNMSB-12" FD-A2" FD-A2" FD-AL-1WC-1AWC-1A2" FD-AL-1HB-1HB-11/2" HW DROP3/4" CW DROP2" W DN & V RISE1/2" HWR RISEL-11/2" BVA1/2" HWRACCESS PANEL1 1/2" CW1/2" TP UP1 1/2" CWPROVIDE ACCES FOR ALL VALVES TYPICAL1/2" HWR3/4" HW(2) 1/2" TP DNTPV-2HB-1(2) 1/2" TP DN(PIPE TO 2" FD-AP5023P50212PROVIDE ACCESS PANELS FOR ALL VALVES (TYP.)2" V3/4" HW3/4" CW1/2" HWR4" VWC-1A7' - 4"1514CB13.91 1/2" V UP2" W UP1/2" TP UP2" W & T UP2" FD-AHB-1L-11/2" CW & HW TO L-1PROVIDE ACCESS PANEL1 1/2" CW TO WC-1APROVIDE ACCESS PANEL1 1/2" V DN & RISE1 1/2" V2" SANWC-1A2" V RISE4" V UP & DN3" CW UP & DN1 1/2" HW UP & DN3/4" HWR UP & DN4" SAN UP & DNTPV-11/2" TP DN1/2" CW161514CB15.815.71/2" HWR RISE3/4" CW DROP1/2" HW DROP1 1/2" V DN & RISE2" W DN & V RISEBALANCINGVALVE ASSEMBLY(2) L-14" V DN & RISEWC-1AWC-14" V2" V2" W DN & V RISEEWC-11/2" CW DROP1 1/2" CW3" CW DN1 1/2" HW DN3/4" HWR DNWC-1A2" FD-A1/2" HW DROP3/4" CW DROP1 1/2" V DN & RISE2" W DN & V RISE1/2" TP DN1/2" HWR RISE3/4" HW3/4" CW1/2" HWR2" FD-AHB-14" SAN DN & 2" V RISE4" SAN DN2" V RISE1 1/2" CW DROPHB-1L-1ACCESS PANEL1/2" HWR3/4" CW3/4" HWACCESS PANELACCESS PANELACCESS PANEL2" CW3/4" HW1/2" HWR4" VACCESS PANEL1 1/2" CW DROP4" SAN DN & V RISE4" VENT DN & RISE2" V1/2" TP DNTPV-1TPV-12" V16DD.9D.4D.3C.9D.8E15.815.7HB-1WC-1AU-1A2" FD-AWC-1WC-1WC-1WC-1AHB-12" FD-A4" SAN DN & V RISE2 1/2" CW DROP4" VTR2 1/2" CW1 1/2" HW3/4" HWR2" V2" W DN & V RISE1/2" HWR RISE2" W DN & RISE1/2" CW & HW DROPWCO4" V4" V4" SAN2 1/2" CW4" SAN4" V3/4" HWR DN1 1/2" HW DN2 1/2" CW DN1/2" CW TO TPV-11/2" TP DNTPV-11/2" TP DN4" V DN & RISE2" CW1 1/2" HW3/4" HWR2" V2" CW1 1/2" HW3/4" HWR1 1/2" V DN & RISE1 1/2" V DN & RISEACCESS PANELACCESS PANEL UNDER COUNTERL-1L-1L-11THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 1/2" = 1'-0"4/5/2018 7:58:12 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P301PLUMBING ENLARGED PARTPLANSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1 1/2" = 1'-0"1PLUMBING - LEVEL G - TOILET ROOMS 1/2" = 1'-0"2PLUMBING - LEVEL 1 - TOILET ROOMS 1/2" = 1'-0"3PLUMBING - LEVEL 2 - TOILET ROOM 1/2" = 1'-0"4PLUMBING - LEVEL 3 - TOILET ROOMS 1/2" = 1'-0"5PLUMBING - LEVEL 4 - TOILET ROOMS
3P5023P5023P5023P5023P5026" RAINWATERTO STORM10" RWTO STORM10" RWTO STORM6" RW4" RW(O)6"RD-A4"RD-D4"RD-E4"RD-E4"RD-D4"RD-EFCOSP-1EXISTING SUMP PITW/ NEW PUMPS,COVER &ASSOCIATEDPIPING4" RW [3,675 SF]4" RW4"RD-D[1,768 SF]6" RW [ 7,515 SF]6" RW [2,259 SF]RW(O) SEE FLOORPLAN FORTERMINATION4" RW(O) SEE FLOORPLAN FORTERMINATION[ 1,910 SF]4"RD-A[ 1,434 SF]6"RD-A[ 1897 SF]4"RD-A[ 1455 SF]6" RW [3,344 SF]6" RW [3,789 SF]4"RD-B[ 1530 SF]4"RD-B[ 1530 SF]4"RD-B[ 1530 SF]4"RD-B[ 1530 SF]4"RD-B[ 1,576 SF]4"RD-B[ 1,576 SF]4"RD-B[ 1,576 SF]4"RD-B[ 1,576 SF]4"RD-C[ 523 SF]4"RD-C[ 523 SF]4"RD-C[ 420 SF]4"RD-C[ 420 SF][ 520 SF][ 520 SF][ 1,248 SF][ 1,248 SF]4"RD-D[ 1248 SF]4"RD-E[ 1248 SF][ 508 SF][ 508 SF] 4" RW [1,756 SF]6" RW6" RW [6,920 SF]CONNECT TO6" RW(O) [ 1,756 SF]8" RW [6,540 SF]6" RW4" RW[636 SF]CONNECT TOGUTTER[1215 SF]6" RW4" OED4" OEDFCOCONNECT TOGUTTER[962 SF]CONNECT TOGUTTER[430 SF]CONNECT TOGUTTER[1,011 SF]6" RW [ 11,190 SF]CONNECT TOGUTTER W/ BWV[962 SF]CONNECT TOGUTTER W/ BWV[430 SF]4" OED6" RW [3,675 SF]4" RW4" RW4" RWCONNECT TOGUTTER[636 SF]CONNECT TOGUTTER[1,215 SF]4" RW4" OED4" OED4" RW4" RW [1,851 SF]6" RW [5,526 SF]8" RW8" RW6" RW8" RW6" RW8" RW [6,120 SF]6" RW [4,590 SF]6" RW [4,734 SF]4" RW (O)4" RW8" RW8" RW [16,546 SF]10" RW8" RW6" RW(O)[1,768 SF]6" RW [3,675 SF]4" RW [2,099 SF]4" RW [1,576 SF][1,851 SF]6" RW6" RW [4,306 SF]6" RW6" RW(O)6" RW(O)6" RW4" RW10" RW[9,626 SF]4" RW4" RW4" OEDGUTTER[16,546 SF][5,164 SF][5,256 SF]BWVBWVBWV4"AD-B4"AD-B4" RW4"RD-A[ 1235 SF]4" RW6" RW [3,086 SF]8" RW [16,716 SF]LEVEL 4JEWEL ROOFLEVEL 3LEVEL 2LEVEL 1LEVEL GLEVEL LL1EL: 175'-11"LEVEL 4JEWEL ROOFLEVEL 3LEVEL 2LEVEL 1LEVEL GLEVEL LL1ROOFROOFB-1(1500 CFH)B-2(1500 CFH)B-3(1500 CFH)B-4(1500 CFH)AHU-5(1000 CFH)GASFROM GAS UTILITYBY GAS COMPANYGAS METERBY PLUMBING CONTRACTOR6" GGWH-1(60 CFH)GWH-1(60 CFH)MASS. APPROVEDGAS TRAIN PROVIDEGAS VENTS TO ATMOSPHERE1 1/4" G1 1/4" GWTS THRUFOUNDATION WALLDRIP LEGTYPICAL(2) 1/2" G TO GWH-11 1/4" G6" (6000 CFH)1 1/4" G1 1/4" G(120 CFH)1 1/4"SAFETY PAN W/ FLOOD STOPGAS DRIP LEGGAS DRIP LEG(TYP)6"6"3" G3" G3" (1000 CFH)3" G3" GDRIP LEGTYPICAL3" (1000 CFH)LEVEL 4LEVEL GLEVEL 4LEVEL GLEVEL LL1LEVEL LL1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 NTS4/5/2018 7:58:20 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P401PLUMBING GAS &RAINWATER RISERDIAGRAMSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018NTS1RAINWATER RISER DIAGRAMNTS2GAS RISER DIAGRAMNO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1111111111111111111111111111
4P50210P5024P5023P5034P50210P50210P5026" SANTO SEWER402MECH. ROOM403CATERING1106CAFE SERVICE002BOILER RMEL 001ELEV. NO.1 AND 3EL 003MECH. ROOMEL 004ELEV. NO.4EL 002ELEV. NO.2L02SE-1SP-33" TD-A3" TD-A3" SAN4" SANMSB-13" FD-D3" FD-D3" FD- C3" FD-C4" FD-B4" FD-B4" FD-BSK-24" SAN3" FD-C3" FD-CSK-34" VTR4" VTR4" SAN DROPDOWN IN SHAFT4" SAN4" SAN4" SAN4" SAN4" SAN4" V2" V3" V2" V4" SAN4" SAN1 1/2" V3" V2" V1 1/2" V1 1/2" V4" SAN4" SAN4" FD-B4" FD-BFCO4" SAN2" V 2" V2" V3" V6" X 4" OED4" SAN3" V4" V2" V2" V2" V 2" VISLAND VENT2" W2" W1 1/2" V 1 1/2" V4" SANHAND SINKBY OTHER4" V3" V2" V3" V3" V4" SANFOR CONTINUATIONSEE P403FOR CONTINUATIONSEE P403FOR CONTINUATIONSEE P403REPLACE EXISTINGSANITARY EJECTORPIT. NEW PUMPS,COVER, AND PIPINGFM3" V4" V2" V2" V4" VDISHWASHER CONNECTION4" SAN4" SAN4" V4" V1 1/2" V4" VFMFM2"6" SAN3"4"3"4"4"4"SP-44" X 6" OEDLEAVE 2 1/2" CONN. FORFIRE ALARM VALVE PRESS TEST.STORM/SUB DRAINAGE PIT(REFER TO RAINWATER RISER)4" OED FOR FIRE ALARMVALVE LOW POINT DRAINPACKAGE 3PACKAGE 42" FM (SAN) 2 1/2"FMPACKAGE 3SP-54"PRE-RINSE SINK (BY OTHER)DISHWASHER CONNECTION2"4" VPACKAGE 4PACKAGE 3LEVEL 4LEVEL 3LEVEL 2LEVEL 1LEVEL GLEVEL LL1LEVEL 4LEVEL 3LEVEL 2LEVEL 1LEVEL GLEVEL LL1ROOF (POP UP)ROOF (POP UP)THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 NTS4/5/2018 7:58:28 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P402PLUMBING SANITARY RISERDIAGRAM 1SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018NO. DATE DESCRIPTION
5P5034P5026" SANTO SEWER6" SANTO SEWER407MENS408WOMENST302MENSXXXTOILET RMXXXTOILET RM309FSTAFF RMT301WOMENST101TOILET RM014MECH. RMT032MENS012JANT001WOMENS4" TD-BFCOWC-1AWC-1A2" FD-AL-1L-1SK-12" FD-AWC-1AL-12" FD-A4" SAN2" FD-AWC-1AL-1MSB-12" FD-AWC-1AWC-1AL-1L-12" W2" FD-AEWC-1WC-1A2" FD-AL-1L-1L-1L-1WC-1AWC-1WC-1WC-1WC-1AWCO4" VTR4" V2" FD-A2" FD-A2" V (TYPICAL)4" SAN4" SAN4" V1 1/2" V2" V2" V4" V4" V4" V1 1/2" V2" V2" V1 1/2" V2" V3" W4" V2" V4" SAN2" W4" SAN4" SAN4" SAN6" X 4" OEDWC-1WC-1WC-1WC-1WC-1WC-1AFCOMSB-12" VWC-12" FD-A4" SANU-1AL-1L-12" FD-AL-1L-1L-1EWC-12" V2" V2" W2" V2" V1 1/2" V2" V2" V4" V2" V2" V1 1/2" V2" V1 1/2" V2" V4" V2" V3"4" SAN2"FOR CONTINUATIONSEE P402FOR CONTINUATIONSEE P4024" V2" VPACKAGE 2PACKAGE 4PACKAGE 3FOR CONTINUATIONSEE P4024" SAN2" W2" V2" V2" W2" WFCO4" V4" V4" V4" SAN4" SANPROVIDE ACCESSPANELW/AP4"3"2"2"4"4"2"4"2"COSE-2WCOW/AP(TYP.)2"2"2"2"4"2"3"4"WCOW/AP2"2"4"4"WCOW/AP(TYP.)2"4"4"2" FD-A2"FMTO ELEV. NO.2SP-5PACKAGE 4PACKAGE 3U-1ALEVEL 4LEVEL 3LEVEL 2LEVEL 1LEVEL GLEVEL LL1LEVEL 4LEVEL 3LEVEL 2LEVEL 1LEVEL GLEVEL LL1ROOF (POP UP)ROOF (POP UP)THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 NTS4/5/2018 7:58:35 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P403PLUMBING SANITARY RISERDIAGRAM 2SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #11
MENS407WOMENS408MENS407TOILET RM.T201JANTOILET RM.T101TOILET RM.T102WOMENST001JAN012MENST032MECH. ROOML012109ACWCWCWCWCWCWCWCWLEVEL 4LEVEL 3LEVEL 2LEVEL 1LEVEL GLEVEL LL1LEVEL 4LEVEL 3LEVEL 2LEVEL 1LEVEL GLEVEL LL1ROOF (POP UP)ROOF (POP UP)1P5035P5025P5027P5041P5046P5045P5023/4" CW3" CWSTRAINERNCNCWATER METER3" CWSHUT-OFF VALVEPRV STATION2" CAPPEDCONNECTIONFOR FUTURE3/4" CW3" CW 3" CW2 1/2" CW3/4" HWR1 1/4" HWR3" CW1/2" HWR1/2" HW1 1/4" CW2 1/2" CW1 1/4" HW1/2" BVA2" CW3/4" HW1/2" BVA1 1/2" CW1/2" HW1/2" HWR3/4" CW1/2" HWR1" HW1 1/4" CW3/4" CW1/2" HWR1/2" HW1 1/4" CW3/4" CW1 1/4" RPBP W/FLOODSTOP VALVE1 1/4" x 3/4" REDUCER3/4" HVAC BOILERMAKE-UP SUB-METERWM-21/2" CWWATER FILTER1/2" CW CONNECTIONTO ICE MAKER1/2" CW CONNECTIONTO REFRIGERATOR3/4" HW DISHWASHERCONNECTION1/2" HWR3/4" HW3/4" CW2" CW3/4" HW1/2" HWR3/4" CW3/4" HW1/2" HWR2 1/2" CW2" CW1 1/2" HW2" CW1 1/2" HW3/4" HWR1/2" HW & CW TOSOILED DISH TABLE3/4" CONNECTION TODISHWASHER1/2" CW 1/2" CW3/4" CW3/4" HW1/2" HWR1/2" HW CONNECTIONTO DISHWASHER1/2" CONNECTION TOREFRIGERATOR3/4" CW3/4" HW1/2" HWR1" CW1" HW1/2" HWR3/4" CW1/2" BVA (TYP)1/2" BVA(TYP)1/2" BVA(TYP)WTSPIPE INSTALLED INUTILITY TUNNEL1/2" CWCONNECTIONTO BEVERAGE1/2" CW TO ESPRESSOMACHINE W/ BFP1/2" CW TO COFFEEMACHINE W/ BFPWHA1/2" TP TO FD(2) 1/2" TP TO FDCWHWCWHWCWHWR1 1/2" CWWHACWHWWHAWHA2 1/2" CW1 1/2" HW3/4" HWRWHA(TYP)WHACWHWCWCWCWHWCWCWHWHWRCW1/2" TP TO FDWHA1/2" TP TO FD1/2" TP TO FD1 1/2" CW1/2" HW3/4" RPBP W/ FLOODSTOP FOR HVACHUMIDIFICATIONCW1/2" TP TO FDHWR1/2" TP TO FDCWHW1/2" TP TO FDACCESS PANEL (TYPICAL)CW3/4" CW3/4" CWACCESS PANEL (TYPICAL)DRAIN SPILL TO MSBAPAPAPAPDISPENSERAPAPAPAPAPAPAPDV3/4" RPBP TOHVAC EQUIP.3/4"(2) 1/2" CWCONNECTIONTO KEURIG3/4" RPBP TOHVAC EQUIP.4" DOMESTIC CWWATER SERVICE4"3"WH-13/4"WH-13/4"HB-23"WH-13/4"WC-1WC-1WC-1WC-1AWC-1WC-12 1/2"EWC-1L-1L-1L-1HB-11/2"3/4"1/2"MSB-13/4"L-1L-1HB-11/2"U-1AWC-1A1 1/2" 1/2"HB-1WH-1WH-1WH-11 1/4"SK-31/2"3/4"SK-23/4"1/2"1/2"3" CW1 1/4" HW3/4" HWRL-1L-1WC-1A3" CW1 1/4" HW3/4" HWRL-1WC-1AWC-1AMSB-13/4"1/2"1 1/2"1 1/2"1/2"1 1/2"3" CW1 1/2" HW3/4" HWRL-1EWC-1L-1L-13/4"1/2"WC-1AWC-11 1/2"WC-1A1/2"L-1HB-1WC-1A1/2"1 1/2"2 1/2" CW1 1/2" HW3/4" HWRWC-1AWC-1WC-12 1/2"L-1L-11/2"WC-1AWC-1WC-1HB-1HB-1WH-1L-1L-11/2"1/2"HB-2MSB-13/4"3/4"3/4"1/2"1/2"1/2"(2) GWH-1MV-1CP-1SK-1WATERFILTER1/2" CWCONNECTIONTO COFFEE MACHINERH-13/4"1/2" CWCONNECTIONTO ICE MACHINE1/2" HW & CWTO HAND SINKTPV-2(2) 1/2" TPTO TD-ATPV-21/2"TPV-2HB-1TPV-21/2" TP TO FD3" CW1 1/2" HW3/4" HWRWH-1TPV-2TPV-2TPV-23/4"TPV-21/2" TP TO FDTPV-2HB-1HB-1TPV-1TPV-1TPV-11/2"HB-11/2"3/4"1/2"HB-1TPV-1HB-23/4"WH-13/4"3/4"ISOLATION VALVESW/ ACCESS PANEL3/4"HB-1TPV-2TPV-2TPV-21/2" TP TO FDTYPICALTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 NTS4/5/2018 7:58:44 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P404PLUMBING DOMESTICWATER RISER DIAGRAMSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018NO. DATE DESCRIPTION
GENERAL CONTRACTOR TOEXTEND CONCRETE PIT TONEW FIN. FLR. ELEV.INSTALL NEW FLOOR DRAIN DOME ON EXISTING FLOOR DRAIN BODYNEMA CONTROL PANEL(PACKAGE4)NEW CONCRETEDETAIL "A"DETAIL AINSTALL NEW PIT COVER(TYP. FOR 2)PROVIDE STAINLESS STEEL MESH OR SILT FABRIC OVER NEW DOME3"TD-ANEW POURED IN PLACETRENCH DRAINGRAVELNEW CONCRETEPIT EXTENSIONGALVANIZEDSTEEL COVERFLUSH MOUNTEDCURB FRAME21/2" x 21/2" x5/16"COVERRETAININGBOLTANCHOR CLIPNEW WATERTIGHT SLEEVE(WTS)*PRIOR TO RE-USE OF EXISTING SUMP PITS, EACH PIT SHALL BE THOROUGHLY CLEANED.*THIS CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE EXISTING SUB-SURFACE DRAINAGE SYSTEM FOR THE GYMNASIUM DURING THE ENTIRE CONSTRUCTIONPERIOD. SCOPE SHALL INCLUDE ALL TEMPORARY PUMPING NECESSARY. UTILIZATION OF EXISTING PUMPS DURING THE CONSTRUCTION PERIODWILL BE AT DISCRETION OF OWNER. UTILIZATION OF EXISTING PUMPS WILL NOT RELIEVE THIS CONTRACTOR OF HIS RESPONSIBILITY TO PROVIDE THE NECESSARYDE-WATERING REQUIRMENTS DUE TO A FAILURE OF THE EXISTING PUMPS.*SEE FLOOR PLAN FOR CONCEPTUAL PIPING ARRANGEMENT AND ADDITIONAL INFORMATIONNOTCH IN EXISTINGSLAB TOACCOMMODATEP-TRAP SEE FLOORPLAN FOR LOCATIONS4" STORM FROM EXTERIORSTEAM TRENCH4" PERFORATEDUNDER-FLOORSUB-DRAINAGE SYSTEM.SPILL TO STORM WATEREJECTOR PITHORIZONRAL PERFORATEDPVC DRAIN PIPE WITH FABRICFILTER SOCK (TYP.)WTS*THE EJECTOR PIT ARRANGEMENT INDICATED MAY NOT REFLECT THE ACTUAL STRUCTURAL CONFIGURATION OF THEEXISTING INSTALLATION. THIS CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO MAKING NECESSARYMODIFICATIONS TO EXTEND STORM WATER (CLEARWATER) AND SANITARY PIPING TO THEIR RESPECTIVE PIT LOCATIONS*REMOVE EXISTING TEMPORARY CAPS FROM EXISTING FLOOR DRAINS. ROD AND CLEAN EXISTING PIPING THROUGHOUT ENTIRE MECH ROOMEXISTING 4"SUB-SURFACE DRAINSFROM GYMNASIUM ANDUTILITY TUNNELVENT TO OUTSIDEREMOVE EXISTING SEWAGE EJECTORBASIN AND PUMPS. INSTALL NEWFIBERGLASS BASIN AND DUPLEX PUMP(PACKAGE 4)VENT CONNECT TO(PACKAGE 4)SE-1(PACKAGE4)J. R. SMITH7012 BWVNEMA CONTROL PANEL(PACKAGE 4)SUMP PUMP PIT(EXISTING)SP-1(PACKAGE 4)ETRTO MECH. ROOM FLOORDRAINSSHUT-OFFVALVE(PACKAGE 4)CVTO STORM DRAINAGEPACKAGE 48"4"4"4"8"4"4"4"EXISTINGCONCRETEFLOOREXISTING MECH. RMFLOOR4" BURIED GRADECLEAN OUT4" RW(P)4" RW(P)INSULATION BYOTHERS(PACKAGE 4)SNOW MELT BYOTHERS(PACKAGE 4)PAVERS BYOTHERS(PACKAGE 4)PERFORATEDPAVERBY OTHERS(PACKAGE 4)(PACKAGE 4)(PACKAGE 4)TD-BINSTALLEDUNDER PAVERSWATER PROOFEDCONCRETESUPPORT BYOTHERS1" PVC WEEP HOLESPACE EVERYREFER TO ARCHITECTURALAND LANDSCAPE PLANSFOR SUNKEN COURT BUILDUP MATERIAL AND DEPTHSWATER PROOFMEMBANE BYOTHERS24" OCLEVEL G175' - 11"CARPET CLIPUNFINISHED ORCARPETED FLOORFINISHED SLABNICKEL BRONZE TOPSET SCREWFINISHED FLOORFINISHED SLABCAST IRON CLEANOUTBODY WITH PUSH-ONGASKETADJUSTABLE TOPHOUSINGGASKETED CONNECTIONPVC CLEANOUT PIPEBRONZE CLEANOUTPLUG WITH GASKETEDSEALSLOPE TO DRAINNOTE:WHERE EDGE OF FLOOR DRAIN ISWITHIN 24 INCHES OF WALL, ADJUSTSLOPE TO SUIT INSTALLATION. CAST IRON DRAIN BODYWITH PUSH-ON GASKETDRAININSTALL FLOOR DRAIN 1/2"BELOW FINISHED FLOOR.CONCRETE TRADE SHALLFINISH THE TOP OF FLOORFLUSH WITH DRAIN.TILE WHERE APPLICABLEREFER TOPLANSPIPE CLAMPFINISHED FLOOR SLABFOOTINGIRON STRAP5/8" RODFOUNDATION WALLFLEXIBLE JOINTASSEMBLY (TYP.)MECH. RESTRAINTCOLLAR (TYP. FOR 2)WATERTIGHT PENETRATIONASSEMBLY4"MODULAR MECHANICALSEALSERVICEPIPESTEEL SLEEVE WITHWELDED WATER STOPCOLLARCONCRETE WALL/FLOORSTAINLESS STEELBOLT/NUTPRESSURE PLATESTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 NTS4/5/2018 12:58:53 PMC:\Users\cstellberger\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_cstellberger.rvt4786.000P501PLUMBING DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018SCALE:NTS1FLOOR CLEANOUTSCALE:NTS2FINISHED FLOOR DRAINSCALE:NTS3WATER SERVICE THRU FOUNDATION WALLSCALE:NTS4WATERTIGHT PIPE PENETRATIONSCALE:NTS5DUPLEX STORM AND SANITARY WASTE DIAGRAMSCALE:NTS6SUNKEN COURT TRENCH DETAIL (SIMILAR)2223NO. DATE DESCRIPTION1 01/26/18 PACKAGE 32 02/09/18 PACKAGE 3 - ADDENDUM #23 03/23/18 PACKAGE 4 - ADDENDUM #1
GRADE16"-24" ABOVEFINISH GRADESLOPE TO DRAINNOTE:WHERE EDGE OF FLOOR DRAIN ISWITHIN 24 INCHES OF WALL, ADJUSTSLOPE TO SUIT INSTALLATION. CAST IRON DRAIN BODYWITH PUSH-ON GASKETDRAININSTALL FLOOR DRAIN 1/2"BELOW FINISHED FLOOR.CONCRETE TRADE SHALLFINISH THE TOP OF FLOORFLUSH WITH DRAIN.TILE WHERE APPLICABLESTORM WATER LEADER24"NOTES:1. ALL AIR GAPS SHALL BE MINIMUM OF 2 TIMES THE PIPE DIAMETER.WATTSBACKWATER VALVEBV 240PIPE CLAMPTO WALLDRAIN FROM HVAC OR FPCSTORM WATER LEADERONE PIPE SIZE REDUCERMINIMUM AIR GAPOF 2 PIPEDIAMETERSELEVATOR SUMP24"P-TRAPTO WALLPIPE CLAMPCLEANOUT PLUG2" VENT UPWATTSBACKWATER VALVEBV 240MINIMUM AIRGAP OF 2 PIPEDIAMETERSTO SANITARYTRAP PRIMER1/2" CWNOTES:1. PROVIDE 1/2" CW CONNECTION TO NEAREST CW SUPPLY PIPING WITH TRAP PRIMER VALVE.2. ALL AIR GAPS SHALL BE MINIMUM OF 2 TIMES THE PIPE DIAMETER.ONE PIPE SIZE REDUCERONE PIPE SIZE LARGERTHAN TRAP3' TO 4'ABOVE FLOOR1'-0"MINIMUMOFF OF WALLAIR GAPWATTS ANTI-FLOOD VALVE120 VACFLOW SENSORMETAL STRUTSUPPORT(TYP.)BRONZE BODYREDUCED PRESSUREBACKFLOW PREVENTERBRONZESTRAINERTO DRAININSULATIONMETAL STRUTSUPPORT(TYP.)NOTE:1.PROVIDE SPARE PARTS KIT FOR EACH UNIT OF SIZE INCLUDING GASKETS, SPRINGS AND MAIN ASSEMBLIES.PRESSURE GAUGEASSEMBLY (TYP.)- TRERICE 600-C GAUGE- 0-100 PSI DIAL-735-2 VALVE-872-1 SNUBBERCLCLCLCLCLCLPIPE INSULATIONWELD (TYP.)ANCHORGUIDEPIPE INSULATIONWELD (TYP.)3" SPACE1/4" STEEL PLATE (WELDTO STAINLESS STEELRISER CLAMP)304 STAINLESS STEELRISER CLAMP WITH 1/4"STAINLESS NUTS ANDBOLTSSTAINLESS STEELSPIDER GUIDE8" LONGSCHEDULE 10STEEL SLEEVEATTACH TOSTRUCTURAL STEEL(TYP.)1/4"x3" WIDE STEELSUPPORT BRACKET(TYP.)1/4" STAINLESS STEELNUTS & BOLTS (TYP.)STAINLESS STEELPIPING SYSTEMSTAINLESS STEELPIPING SYSTEMATTACH TO BUILDINGSTRUCTURESTEEL ANGLE BRACKETS(WELD TO 1/4" STEELPLATE)A1/2 OF A1/2 OF ASERVICE PIPEPIPE INSULATIONHANGERINSULATION SHIELD(SEE SCHEDULE)NOTE:1.SEE SPECIFICATION FOR FLANGER SIZESINSULATION SHIELD SCHEDULEPIPE SIZEDIMENSION "A"GAUGE OF SHIELDSHIELD THICKNESS1/2" TO 4"12"180.04805" TO 6"18"160.0600ABOVE 6"24"140.0750CLCLCLCLNOTE:1.SEE SPECIFICATION FOR HANGER SIZES.HEAVY DUTY CLEVIS HANGERINSULATION SHIELD(REFER TOSPECIFICATION)SERVICE PIPESUPPORT NUTLOCKING NUTPIPE INSULATIONCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLNOTE:1.SEE SPECIFICATION FOR HANGER SIZES.DIELECTRIC INSULATIONINSULATION SHIELD(REFER TO SPECIFICATION)METAL STRUTPIPE SUPPORTSERVICE PIPELOCKING NUTPIPE INSULATIONCOPPERSERVICE PIPEMETAL STRUTSUPPORT NUTRODUNEXCAVATEDELEVATOR SHAFTWATER & OIL DETECTIONSYSTEM PROVIDED BY PUMPMANUFACTURER1 1/2" PUMP DISCHARGEFIRESTOP PENETRATIONSCHECK VALVEISOLATION VALVE1 1/2"x1" REDUCERELEVATOR SUMP PUMP.AIR GAPSTANDPIPE DRAINNOTES:1.REFER TO PLANS AND SPECIFICATIONS FOR PIT DIMESIONS.2.REFER TO PLANS AND SPECIFICATIONS FOR PUMP TYPES AND CAPACITIES.3.REFER TO SPECIFICATIONS FOR PIPE MATERIALS.WALL RE: ARCHPIPEINSULATION WHERESPECIFIEDGALVANIZED STEEL PIPESLEEVE FLUSH WITH WALLUNINSULATEDPIPEPIPEUNINSULATEDNOTES:1. WHERE PIPING IS EXPOSED TO VIEW PROVIDE WITH ESCUTCHEON.2. SEAL PENETRATION BETWEEN PIPE AND SLEEVE IN ACCORDANCE WITH DIVISION 07 PENETRATION SEALS.3. SLEEVE SHALL HAVE AS A MINIMUM THE SAME FIRE RATING AS THE PENETRATED WALL.WALL TYPE:CAST IN PLACE CONCRETE CONCRETE MANSONRY UNIT.BALANCING VALVECHECK VALVETEMPERATURE GAUGEISOLATION VALVEHOT WATERSUPPLYHOT WATERRETURNTiTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 NTS4/5/2018 8:11:06 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P502PLUMBING DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018NO. DATE DESCRIPTIONSCALE:NTS1OVERFLOW SYSTEM DOWNSPOUT COVERSCALE:NTS2FINISHED FLOOR DRAINSCALE:NTS3OPEN END DRAIN TO STORMSCALE:NTS4OPEN END DRAIN TO SANITARYSCALE:NTS5BACKFLOW PREVENTOR WITH ANTI-FLOOD VALVESCALE:NTS6PIPE ANCHOR WITH GUIDESCALE:NTS7PIPE HANGER SHIELDSCALE:NTS8PIPE HANGER SUPPORTSCALE:NTS9PIPE HANGER SUPPORTSCALE:NTS10ELEVATOR SUMP PUMPSCALE:NTS11FIRE RATED INTERIOR WALL PENETRATIONSCALE:NTS12HOT WATER BALANCING STATION
-----FINISH FLOORCOUNTERTOPCOFFEE MAKER(PROVIDEDUNDER OTHERSECTION)DISHWASHER(PROVIDED UNDEROTHER SECTION)REFRIGERATOR(PROVIDEDUNDER OTHERSECTIONS)COFFEE MAKER(PROVIDEDUNDER OTHERSECTION)COLD WATERSUPPLYHOT WATERSUPPLYHOT WATERRETURNCEILINGDISHWASHER DISCHARGESK-1EXTEND 1/2"CWLINE TOREFRIGERATOR3/4" HW & CW IN WALL1/2 HW TO DISHWASHER.REFER TO ARCHITECTURALPLANS FOR EXACT LOCATION OFDISHWASHEREXTEND 1/2" CW-F TOCOFFEE MACHINE.REFER TO ARCHITECTURALPLANS FOR EXACT LOCATION.1/2" CW-F TO SK-1*REFER TO ARCHITECTURAL PLANS FOR KITCHEN LAYOUT AND EQUIPMENTFOOD WASTE DISPOSERISE EVOLUTION BADGER 5120V. 1/2 HPBEVERAGE FAUCETDUAL CHECK VALVEWATTS MODEL#LF7AQUAPURE WATER FILTERMODEL # AP200CLCLCLSEWAGE EJECTOR PUMP SYSTEMCOMPONENTS:SEQUENCE OF OPERATION:On ejector pumps local panel faceplate, there are two H/O/A switches, one for each ejector pump;operator can manually start ejector pumps by setting H/O/A to Hand position.One level control w/ four points level setting, LSHH(90%), LSH(70%), LSL((40%) & LSLL(10%), levelsetting shall be field adjustable and will be finalized later.Two ejector pumps w/ local panel.One sump/basin.1.REFER TO PLANS AND SPECIFICATIONS FOR PUMP TYPES AND CAPACITIES.REFER TO SPECIFICATIONS FOR PIPE MATERIALS.REFER TO PLANS AND SPECIFICATIONS FOR PIT DIMENSIONS.In normal operation, the H/O/A switches shall be in Auto position, pumps shall be controlled by level* LSLL shall shut down both ejector pumps for both Hand & Auto positions and alternate pumps.* LSL shall start lead ejector pump.* LSH provides dry contact (SPDT) for remote high-level alarm indication.* LSHH shall start lag ejector pump.The ejector pumps lead lag control shall be automatic so as to equalize the pumps run time.2.1.2.1.3.2.3.NOTES:1.3.DETAIL AGALVANIZED STEELCOVERFLUSH MOUNTEDCURB FRAME21/2" x 21/2" x5/16"ANCHOR CLIPCOVERRETAINING BOLTWIEGHTEDCHECK VALVEELBOW SUPPORTISOLATION VALVEPUMP DISCHARGENEMA CONTROL PANELSUBMERSIBLE SEWAGEEJECTOR PUMPSBOTH PUMPS OFF (LSLL)ALSO ALTERNATE LEAD LAGSEQUENCELAG PUMP ON (LSHH) AND ALARM LIGHTLEAD PUMP ON (LSL)AUDIBLE ALARM (LSH)BASINPROVIDEWATERTIGHT SLEEVECONCRETE PIT(SEE STRUCTURALDRAWINGS PACKAGE3)WATER TIGHT COVERSEE SPECIFICATIONS FORSIZE AND MODEL NUMBER4" SANDETAIL "A"3" DISCHARGE (FM)2" VENT3.2.1.NOTES:4. ALL AIR GAPS SHALL BE A MINIMUM OF 2 TIMES THE PIPE DIAMETER.2" PUMP DISCHARGECHECK VALVEREFER TO PLANS AND SPECIFICATIONS FORPUMP TYPES AND CAPACITIES.REFER TO SPECIFICATIONS FOR PIPE MATERIALS.REFER TO PLANS FOR PIT DIMENSIONS.AREAWAY SUMP PUMP.UNIONTO RAIN WATER SYSTEMSEE PLANSFROM AREAWAY SEEPLANSGRATEGENERAL CONTRACTOR TOEXTEND CONCRETE PIT TONEW FIN. FLR. ELEV. =160.0' +/-INSTALL NEW FLOOR DRAIN DOME ON EXISTING FLOOR DRAIN BODYNEMA CONTROL PANELNEW CONCRETEDETAIL "A"DETAIL AINSTALL NEW PIT COVER(TYP. FOR 2)PROVIDE STAINLESS STEEL MESH OR SILT FABRIC OVER NEW DOME3"TD-ANEW POURED IN PLACETRENCH DRAINGRAVELNEW CONCRETEPIT EXTENSIONGALVANIZEDSTEEL COVERFLUSH MOUNTEDCURB FRAME21/2" x 21/2" x5/16"COVERRETAININGBOLTANCHOR CLIPNEW WATERTIGHT SLEEVE(WTS)*PRIOR TO RE-USE OF EXISTING SUMP PITS, EACH PIT SHALL BE THOROUGHLY CLEANED.*THIS CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE EXISTING SUB-SURFACE DRAINAGE SYSTEM FOR THE GYMNASIUM DURING THE ENTIRE CONSTRUCTIONPERIOD. SCOPE SHALL INCLUDE ALL TEMPORARY PUMPING NECESSARY. UTILIZATION OF EXISTING PUMPS DURING THE CONSTRUCTION PERIODWILL BE AT DISCRETION OF OWNER. UTILIZATION OF EXISTING PUMPS WILL NOT RELIEVE THIS CONTRACTOR OF HIS RESPONSIBILITY TO PROVIDE THE NECESSARYDE-WATERING REQUIRMENTS DUE TO A FAILURE OF THE EXISTING PUMPS.*SEE FLOOR PLAN FOR CONCEPTUAL PIPING ARRANGEMENT AND ADDITIONAL INFORMATIONNOTCH IN EXISTINGSLAB TOACCOMMODATEP-TRAP SEE FLOORPLAN FOR LOCATIONS4" STORM FROM EXTERIORSTEAM TRENCH4" PERFORATEDUNDER-FLOORSUB-DRAINAGE SYSTEM.SPILL TO STORM WATEREJECTOR PITHORIZONRAL PERFORATEDPVC DRAIN PIPE WITH FABRICFILTER SOCK (TYP.)WTS*THE EJECTOR PIT ARRANGEMENT INDICATED MAY NOT REFLECT THE ACTUAL STRUCTURAL CONFIGURATION OF THEEXISTING INSTALLATION. THIS CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO MAKING NECESSARYMODIFICATIONS TO EXTEND STORM WATER (CLEARWATER) AND SANITARY PIPING TO THEIR RESPECTIVE PIT LOCATIONS*REMOVE EXISTING TEMPORARY CAPS FROM EXISTING FLOOR DRAINS. ROD AND CLEAN EXISTING PIPING THROUGHOUT ENTIRE MECH ROOMEXISTING 4"SUB-SURFACE DRAINSFROM GYMNASIUM ANDUTILITY TUNNELVENT TO OUTSIDEREMOVE EXISTING SEWAGE EJECTORBASIN AND PUMPS. INSTALL NEWFIBERGLASS BASIN AND DUPLEX PUMPVENT CONNECT TOSE-1J. R. SMITH7012 BWVNEMA CONTROL PANELTHE EJECTOR PUMPS LEAD LAG CONTROL SHALL BE AUTOMATIC SO AS TO EQUALIZE THE PUMPS RUN TIME.SEQUENCE OF OPERATION:ON SUMP PUMPS LOCAL PANEL FACEPLATE, THERE ARE TWO ON SUMP PUMPS LOCAL PANEL FACEPLATE, THERE ARE TWO H/O/A SWITCHES, ONE FOR EACH SUMPPUMP; OPERATOR CAN MANUALLY START SUMP PUMPS BY SETTING H/O/A TO HAND POSITION.IN NORMAL OPERATION, THE H/O/A SWITCHES SHALL BE IN AUTO POSITION, PUMPS SHALL BE CONTROLLED BY LEVEL* LSLL SHALL SHUT DOWN BOTH SUMP PUMPS FOR BOTH HAND & AUTO POSITIONS AND ALTERNATE PUMPS.* LSL SHALL START LEAD SUMP PUMP.* LSH SHALL START LAG SUMP PUMP.* LSHH PROVIDES DRY CONTACT (SPDT) FOR REMOTE HIGH-LEVEL ALARM INDICATION.TWO SUMP PUMPS W/ LOCAL PANEL.ONE LEVEL CONTROL W/ FOUR POINTS LEVEL SETTING, LSHH(905),LSH(70%, LSL((40%) & LSLL(10%), LEVEL SETTING SHALL BE FIELD ADJUSTABLE AND WILL BEFINALIZED LATER.ONE SUMP.COMPONENTS:3.2.1.1.3.2.1.EJECTOR PUMP SYSTEMSUMP PUMP PITSP-1ETRTO MECH. ROOM FLOORDRAINSSHUT-OFF VALVECVTO STORM DRAINAGEEXISTINGCONCRETEFLOOREXISTING MECH. RMFLOOR8"4"4"4"8"4"4"4"GGGEQ.EQ.EQ.EQ.EQ.EQ.TYPICAL FLOOR DRAIN(REFER TOSCHEDULE FORMODEL NUMBER)TYPICAL FLOOR DRAIN(REFER TOSCHEDULE FORMODEL NUMBER)TEMPERATURE &PRESSURE RELIEF VALVEHOT WATER RETURNIMMERSION AQUASTATHOT WATER SUPPLYGAS SUPPLYEXPANSION TANK(REFER TOSPECIFICATION FORMODEL NUMBER)HOT WATER RETURNCIRCULATION PUMP(REFER TOSPECIFICATION FORMODEL NUMBER)GAS CONTROL ®ULATORCHECK VALVE (TYP.)FLOW METER(REFER TOSPECIFICATION FORMODEL NUMBER)MIXING VALVE(REFER TO SPECIFICATIONS.FOLLOW MANUFACTURERSINSTALLATIONINSTRUCTIONS)PIPE FULL SIZETO DRAINDRIP LEGGAS FLUE(REFER TOHVAC DWGS.FORCONTINUATION)UNIONCONNECTION(TYP.)TANK DRAINGAS CONTROL ®ULATORGAS COCK(TYP.)THERMOMETER (TYP.)PIPE FULL SIZETO DRAINGAS FLUE(REFER TO HVACDWGS. FORCONTINUATION)TEMPERATURE &PRESSURE RELIEFVALVEFINISHED FLOORVACUUMRELIEF VALVE(REFER TOSPECIFICATIONFOR MODELNUMBER)ISOLATIONVALVE (TYP).PRESSUREGAUGE (TYP.)TANK DRAINFMHWRHWRHWRHWRHWRHWRHWRHWHWHWHWHWCWCWCWCWCWCWN.C. BYPASSFMFMPRESSURE GAUGE (TYP.)FLOW METER (TYP.)GWH-1GWH-1WM-3CP-1CP-1GV120°SAFETY PAN W/ LEAK DETECTION(REFER TO SPECIFICATION)HOUSEKEEPING PAD BY OTHERTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 NTS4/5/2018 8:11:14 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P503PLUMBING DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1SCALE:NTS1DUPLEX GAS STORAGE DOMESTIC WATER HEATERS (RECIRCULATING)SCALE:NTS2STAFF KITCHEN DETAILSCALE:NTS5DUPLEX SEWAGE EJECTOR DETAIL (SE-2)SCALE:NTS4SIMPLEX SUMP PUMP (SP-2)SCALE:NTS3DUPLEX STORM AND SANITARY WASTE DIAGRAM LL MECHANICAL1
SHUT-OFF VALVE(TYPICAL)STRAINERPRESSUREREDUCINGVALVE(TYPICAL)CWSUPPLYTO PRVASSEMBLYPRESSUREGAUGE VALVE(TYPICAL)CW SUPPLYTO PRVASSEMBLYJOINT WIDTH TO BE 1/2" MINTO 3/4" MAX (TYP.)MAINTAIN ISOLATION GAP FREEOF ALL BUILDING ELEMENTS ATMULTIPLE WALL, FLOOR, AND/ORCEILING ASSEMBLIESSEALANT DEPTH AT MIDPOINTOF HOURGLASS TO BE 50% OFJOINT WIDTH (TYP.)METAL SLEEVE GROUTED INTOMASONRY OR CONCRETEWOOD BLOCKING (FIRE TREATED ASREQUIRED) CONNECTED TO STUDS. SIZEDRILL HOLE AS SPECIFIEDPACK ALL SIDES COMPLETELY WITHMINERAL FIBER OR PREFORMED PIPEINSULATIONMETAL PIPE OR INSULATED PIPEBACKER ROD WITH DIAMETER 25%LARGER THAN JOINT WIDTH (TYP.)SEAL JOINTS AIRTIGHT WITH ACOUSTICALSEALANT PER SECTION 07 92 00 - JOINTSEALANTS (TYP.)NOTES:1. RESILIENTLY SEAL PENETRATIONS AT WALLS AND FLOORS SURROUNDING SPACES WITH AMBIENT NOISE LEVELCRITERIA OF RC 34 AND LOWER AS LISTED IN SECTION 01 86 36 - AMBIENT NOISE PERFORMANCE REQUIREMENTS2. NO MULTIPLE PENETRATIONS ALLOWED. PACK AND SEAL EACH PENETRATING ITEM INDIVIDUALLY3. 2" MIN. CLEARANCE BETWEEN MULTIPLE PIPE/CONDUIT PENETRATIONS AND BETWEEN PIPE/CONDUITS ANDWALLS, FLOORS, CEILINGS, DUCTS.4. SEAL PENETRATIONS AT BOTH SIDES WHENEVER CONSTRUCTION SEQUENCES ALLOWS.5. PROPERLY SIZED CORE-DRILLED HOLES MAY BE USED IN LIEU OF SLEEVES AT GROUT-FILLED MASONRY ORCONCRETE ASSEMBLIES. PENETRATING PIPE ORCONDUIT1/2" THICK CLOSED CELL NEOPRENE OR PIPEINSULATION CUT TO WALL FACEGENERAL NOTES:-DESIGN INTENT IS TO CREATE AIRTIGHT SEAL AT WALL FACE-EACH PENETRATING PIPE/ SHALL BE SEPARATED BY A MINIMUM OF 4" INALL DIRECTIONS FROM ALL OTHER PENETRATING PIPES1_2"1_2"1_2"1_2"ACOUSTICAL SEALANTPACKED AIRTIGHT (TYPICAL) PENETRATING PIPE ORCONDUIT1/2" THICK CLOSED CELLNEOPRENE OR PIPEINSULATION CUT TO WALLFACEGENERAL NOTES:-DESIGN INTENT IS TO CREATE AIRTIGHT SEAL AT OUTER WALL FACEWITH NO PENETRATING OBJECT RIGIDLY BRIDGING STUDS/WYTHES OFMULTIPLE LAYER WALL-METAL SLEEVES SHALL NOT BRIDGE BETWEEN STUDS/WYTHES OFMULTIPLE LAYER WALL-EACH PENETRATING PIPE SHALL BE SEPARATED BY A MINIMUM OF 4"IN ALL DIRECTIONS FROM ALL OTHER PENETRATING PIPESSCHEDULED PARTITION(TYP FOR GYP & MAS)SPLIT SEAL10 POUNDS PER CUBIC FOOT FIBERGLASSTEMPS < 240° F. ABOVE 240° F USE3/4" THICK MIN NEOPRENE SPONGE FORENGINEER.WITH ANCHORS, GUIDES, ETC, IF NECESSARY. COORDINATE WITH STRUCTURALTHIS DETAIL IS FOR ONE FLOOR ONLY, TO BE USE IN AN ENGINEERED RISERNOTE:4"3"PGPG4" STRAINERNEPTUNE(TYP)4"4" CWBASEMENT FLOORDRAIN VALVE W/HOSE CONN.(TYP)3" COLD WATER TOBUILDING6" CONCRETE PAD (PROVIDED BY G.C.)24"6"4 PIPEDIAMETERS(MINIMUM)2 DIAMETERS(MINIMUM)WM-1WALL MOUNTEDMETAL STRUT SUPPORT(TYP.)PRESSURE GAUGEASSEMBLY (TYP)- TRERICE 600-C GAUGE- 0-100 PSI DIAL- 735-2 VALVE-872-1 SNUBBERBRONZE BODYREDUCED PRESSUREBACKFLOW PREVENTERBRONZESTRAINERNOTE:1.PROVIDE SPARE PARTS KIT FOR EACH UNIT OF SIZE INCLUDING GASKETS, SPRINGS AND MAIN ASSEMBLIES.AIR GAPTO DRAININSULATIONSECTIONA-ASECTIONA-AMODULAR MECHANICALSEALSERVICEPIPESTEEL SLEEVE WITHWELDED WATER STOPCOLLARCONCRETE WALL/FLOORSTAINLESS STEELBOLT/NUTPRESSURE PLATESPITCHCAST IRON EIGHTH BENDCAST IRON SOIL PIPE SEEDRAWINGS FOR SIZE ANDLOCATION OF RAINWATER PIPINGFINISH GRADE1 1/4" X 3/16" W. I. STRAP- ANCHOR TO WALL WITH EXPANSIONSHIELDS - PROTECT STRAP W/ ENAMEL PAINTCAST IRON CLEANOUT "T" BRANCH W/ THREADED PLUGEXTERIOR WALLFOOTINGDOWNSPOUT BY OTHERSCAST IRON12" ABOVEGRADEFINISHED FLOORICE MACHINE(PROVIDED BY OTHER)PRESSURE TYPE VACUUMBREAKER1/2" CW IN THE WALLESCUTCHEONBALL VALVE (TYP.)WATER FILTER(PROVIDED BY OTHER)1/2"TO KITCHEN WASTENOTES:1.REFER TO FLOOR PLANS FOR PIPE SIZES2.REFER TO SPECIFICATIONS FOR PIPE MATERIALS AND SPECIALTIES3.ALL EXPOSED PIPING & FITTINGS SHALL BE CHROME PLATEDCEILINGEXTEND FULL SIZE INDIRECTWASTE TO FLOOR SINKVENTFLOOR SINKUNION CONNECTION(TYP.)AIR GAPCOLD WATERSUPPLYCWIWIWCOUNTERTOPISLAND SINKCOWASTE LINEWALLFINISHED FLOORSLEEVE (TYP)VENTNOTE:DETAIL IS DIAGRAMMATIC, MODIFY PIPING TO CONFORM TO ACTUAL ROUGH IN LOCATIONS.CONTRACTOR IS RESPONSIBLE TO PROVIDE COMPLETE AND WORKING FIXTURES.12" MIN BEFORE CONNECTING TO OTHER FIXTURE VENTSSK-3BOWVENTCONNECT TO VENT SYSTEMTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 NTS4/5/2018 7:59:20 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P504PLUMBING DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018NO. DATE DESCRIPTIONSCALE:NTS1PRESSURE REDUCING VALVE STATIONSCALE:NTS2ACOUSTICAL PIPE WALL PENETRATIONSSCALE:NTS3ACOUSTICAL PIPE WALL PENETRATIONS 2SCALE:NTS4ACOUSTICAL PIPE DOUBLE WALL PENETRATIONSSCALE:NTS5ACOUSTICAL FLOOR, CEILING, & WALL PIPE SEALSCALE:NTS6BACKFLOW PREVENTOR 1/2" TO 2" WALL MOUNTEDSCALE:NTS7WATERTIGHT PIPE PENETRATIONSCALE:NTS8DOWNSPOUTSCALE:NTS9WATER METER DETAILSCALE:NTS10ICE MAKER CONNECTION - FINISH FLOORSCALE:NTS11BOW VENT AT ISLAND SINK (SIMILAR TO SK-3)
GAS WATER HEATER SCHEDULEPLUMBING FIXTURE CONNECTION SCHEDULEVALVE SCHEDULEWATER HAMMER ARRESTOR SCHEDULE (WHA)PLUMBING FIXTURE AND EQUIPMENT SCHEDULEDRAIN SCHEDULEPUMP SCHEDULEWATER METER SCHEDULECFHGAS INPUTDEG RISEGWH-1SETTINGTEMP GPHRECOVERYLOCATION / REMARKSSYMBOLMANUFACTURER& MODEL1/2"1/2"1/2"WATERMSBWATER CLOSET (FLUSH VALVE)MOP SERVICE BASIN (PUBLIC)LAVATORY (PUBLIC)SINK (PUBLIC)URINAL (PUBLIC)WCLSKU3"2"4"2"2'2"2"2"2"2"1/2"1/2"1/2"--DESIGNATIONFIXTUREVENTSOIL/WASTECOLDWATERHOT1"3/4"AO SMITH140MANUFACTURERSYMBOLMODELMIN FLOW(GPM)FLOW @10 PSI PDMV-1 POWERSCOLDWATER INHOTWATER INLOCATION1. PROVIDE THERMOMETERS ON INLET & OUTLETS AT THE MIXING VALVE.2. PROVIDE HEAT TRAP AT THE HOT WATER SUPPLY TO THE MIXING VALVE.3. PIPING FOR THERMOSTATIC MIXING VALVE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONSFIXTURE UNITS RATINGACBSYMBOL1"3/4"3/4"#100#300#200PIPE SIZEZURNSTAINLESS STEELSTAINLESS STEELSTAINLESS STEELREMARKS1-1133-6012-32D 1"#400 STAINLESS STEEL61-113LEVEL 4 MECHANICAL ROOMMANUFACTURERSYMBOLMODELFIXTURETYPEMANUFACTURERTYPEFITTINGSUPPLYCARRIERTRAPREMARKSLOCATIONWC-1PUBLIC RESTROOMSL-1FLOOR MOUNTEDW/ MSG 2436 SS WALL GUARDMOP SERVICE BASINMSB-1FIATMSB-2436SERVICE SINK FAUCET W/ VACUUM BREAKER,WALL BRACE & BUILT-IN STOPSCHICAGO FAUCETS1/2" SUPPLIES W/ WATTS #6003" C.I. TRAPPROVIDE #832-AA, #889-CC, &#E-77-AA MOP HANGER, HOSE W/BRACKETPROVIDE W/ TOTO #SC534OPEN FRONT SEAT, LESS COVERPROVIDE W/ TOTO #SC534OPEN FRONT SEAT, LESS COVERWALL MOUNTEDWALL MOUNTEDWALL MOUNTEDUNDERCOUNTERCHECK VALVES(24" x 36" x 10"H)SK-1PUBLIC RESTROOMSPUBLIC RESTROOMSRESTROOMSTOTOVITREOUS CHINA, #01 COTTONWALL MOUNTED, 1.28 GPF1" SUPPLY1.28 GPF SENSOR FLUSHVALVE, BATTERY POWEREDECO POWERINTEGRALP-TRAP W/ CLEANOUT PLUGSTOPS C.P. ESCUTCHEONS3/8" ANGLE SUPPLIES WHEEL1-1/4" C.P. CAST BRASSELKAY2" CAST BRASS P-TRAPW/CLEANOUT PLUGELUHAD-191650DECK MOUNTED SINGLE LEVERFAUCET W/ 1.0 GPM FLOW RESTRICTORMcGUIRE #2165STOPS C.P. ESCUTCHEONS3/8" ANGLE SUPPLIES WHEELMcGUIRE #2165WALL MOUNTED, 0.125 GPF3/4" SUPPLYCT708EGUNDERMOUTED18 GAUGE ST. ST. SINK21.5"x18.5"x5"DPROVIDE WITH ELKAY LKAD 18 GRD STRAINER PROVIDEWATER FILTER AQUAPURE #AP 200 UNDER COUNTERUNDERMOUNTEDWC-1A TOTOVITREOUS CHINA, #01 COTTONWALL MOUNTED, 1.28 GPF1" SUPPLY1.28 GPF SENSOR FLUSHECO POWERINTEGRALCT708EGU-1ATOTOUT105UG0.125 GPF SENSOR FLUSHVALVE, BATTERY POWEREDTOTOINTEGRALVITREOUS CHINA UNDERCOUNTERSINKLT191(G)TOTOTEL113-D20EBATTERY POWERED0.35 GPM AERATOR445-RC897SXKCPVALVE, BATTERY POWEREDWH-1AUTOMATIC DRAININGFREEZELESS WALL HYDRANTWALL MOUNTED3/4" SUPPLY----TPV-1PPP, INC.PRO1-ULP5001/2" SUPPLYEXTEND 1/2" TP LINES TO FLOOR DRAINSUNDER LAV TRAP PRIMER VALVEWALL MOUNTED------------WOODFORDMODEL B65TET1LA32#CPTET1LA32#CPTEU1UA12#CP----HB-1----1/2" SUPPLY---- ----CHICAGO #952-633PLCPC.P. HOSE BIBB W/VBWALL MOUNTED----TOTOTOTOPROVIDE ECO POWER FLUSH VALVEPROVIDE ECO POWER FLUSH VALVETOTOMcGUIRE #MOUNTSYMMONSSPP-3510-1.060BT-60EWC-1HALSEYHTHBWF-OVLSER-ISELF CLOSINGSEMI CIRCULAR PUSH BARREFER TO ARCH. ELEVATION FOR MOUNTING HEIGHTSWALL MOUNTED1/2" SUPPLY & 1/2" BALL VALVE (2) 1 1/2" P-TRAPSINTEGRAL OVL-II FOUNTAINHYDROBOOST BOTTLE FILLERW/INTEGAL WATER FILTERTAYLORHALSEYTAYLORLOCATIONSYMBOLDESCRIPTIONMFGRMODELREMARKSAD-CAREA DRAINJR.SMITH 2215-MGHFD-A FLOOR DRAINJR.SMITH 2005-A-CP-05FD-B FLOOR DRAIN JR.SMITH 2120-NBMECHANICAL ROOMTOILET ROOMSSUNKEN COURTSTRAINEROUTLETNO HUBNICKEL BRONZENO HUBDUCTILE IRONNO HUBNICKEL BRONZE55CAPACITY58 100STAFF ROOM2" CAST BRASS P-TRAPW/CLEANOUT PLUGDECK MOUNTED SINGLE LEVERFAUCET W/ 1.0 GPM FLOW RESTRICTORSTOPS C.P. ESCUTCHEONS3/8" ANGLE SUPPLIES WHEELMcGUIRE #216518 GAUGE ST. ST. SINKUNDERMOUNTEDSYMMONSSPP-3510-1.0SK-2ELKAYELUHAD-161655PDUNDERMOUTED18.5"x18.5"x5"DPROVIDE WITH ELKAY LKAD 18 GRD STRAINERHB-2SK-3TPV-2RH-1WOODFORDRHY2-MSFREEZELESS ROOF HYDRANT--------3/4" SUPPLY----DECK MOUNTEDSEE PLANPPP, INC.ELKAYELUHAD-161655PD-------- ----18 GAUGE ST. ST. SINKUNDERMOUTED18.5"x18.5"x5"DSYMMONSSPP-3510-1.0DECK MOUNTED SINGLE LEVERFAUCET W/ 1.0 GPM FLOW RESTRICTORMOEN S5530CAFE SUPPORTPROVIDE WITH ELKAY LKAD 18 GRD STRAINER W/ OFFSET; PROVIDEWATER FILTER AQUAPURE #AP 200 UNDER COUNTERSEE PLANSCAFE SERVICESEE PLANPIPE 1/2" IW TO MOP SINK BELOWPRIME LITEPR-500-DU-UACTIVATED TRAP PRIMERPRESSURE DROP1/2" SUPPLY1/2" SUPPLYSTOPS C.P. ESCUTCHEONS3/8" ANGLE SUPPLIES WHEELMcGUIRE #21652" CAST BRASS P-TRAPW/CLEANOUT PLUGUNDERMOUNTEDFD-C FLOOR SINK JR.SMITH3100-YNO HUBSEE FLOOR PLANINSTALL FLUSH W/ FLOORFD-D FLOOR SINK3100-YJR.SMITHSEE FLOOR PLANINSTALL FLUSH W/ FLOORRD-ARD-BRD-CRD-DRD-EROOF DRAINROOF DRAIN(SIDE OUTLET)ANGLE DRAINROOF DRAINOVERFLOW DRAINJR.SMITHJR.SMITHJR.SMITHJR.SMITHJR.SMITH1010-Y-C1340-T1510-T1310-Y1070-YNO HUBNO HUBNO HUBNO HUBCAST IRONPOLYETHYLENEPOLYETHYLENEHIGH ROOFJEWEL ROOFTERRACETERRACEPOLYETHYLENEPOLYETHYLENETHREADEDTHREADEDCHICAGO #952-633PLCPPROVIDE W/ TPPROVIDE W/ 1/2 GRATEPROVIDE W/ TPPROVIDE W/ TPAD-DANGLE DRAINJR.SMITH 1560TSUNKEN COURTTHREADEDNICKEL BRONZELIGHTING TRENCHPROVIDE W/ BACKWATERVALVEJANITOR'S CLOSETSSEE PLANSSEE PLANSPUBLIC RESTROOMSMECHANICAL ROOMSISE EVOLUTION BADGER 5 120V. 1/2 HPISE EVOLUTION BADGER 5 120V. 1/2 HPDESCRIPTION TYPE MANUFACTURER MODELFLOW HEADELECTRICALSYSTEM SERVED LOCATION REMARKSVOLTAGE PHASE HP RPMSYMBOLNOTE:1. IN MULTIPLE PUMP SETS PERFORMANCE CHARACTERISTICS INDICATED FOR EACH PUMP2. PUMPS TO BE WIRED TO BMS SYSTEMCP-1CIRCULATION PUMPDOMESTIC WATERGRUNDFOSCIRCULATIONPUMPMECHANICALSP-1DUPLEX SUMP PUMPSTORMSUBMERSIBLEPUMPSP-2SANSUBMERSIBLEPUMPSIMPLEX SUMP PUMPDUPLEXSIMPLEXLEVEL 4MECHANICALLEVEL LLMECHANICALPROVIDE W/NEW GAS TIGHT COVERPROVIDE W/ GRATE COVERWEILWEILSE-1DUPLEX SEWAGEEJECTORSANITARYSUBMERSIBLEPUMPSE-2SUBMERSIBLEPUMPDUPLEX SEWAGEEJECTORDUPLEXDUPLEXMECHANICALLEVEL LLMECHANICALLEVEL GPROVIDE W/NEW GAS TIGHT COVERPROVIDE W/ GAS TIGHT COVERWEILWEILSANITARYLEVEL LLDUPLEX MODEL 2515DUPLEX MODEL 2422150102520252020480480480480333321111750175017501750SIMPLEX MODEL 1411SP-3SIMPLEX SUMP PUMPSANSUBMERSIBLEPUMPSP-4SANSUBMERSIBLEPUMPSIMPLEX SUMP PUMPSIMPLEXSIMPLEXELEV. NO. 4 PITELEV. NO. 1/3 PITPROVIDE W/NEW GRATE COVERPROVIDE W/ GRATE COVERWEILWEILOIL MINDER SE-100 501002530480480331217501750OIL MINDER SV-200SP-5SIMPLEX SUMP PUMPSANSUBMERSIBLEPUMPSIMPLEXELEV. NO. 2 PITPROVIDE W/NEW GRATE COVERWEIL OIL MINDER SE-100 50 20 480 3 1 1750UP15-18137 5.92 9.73 115 1 0.04AD-BAREA DRAINJR.SMITHHIGH ROOF DOGHOUSENO HUBDUCTILE IRON2120-GBELOW DECK THERMOSTATIC MIXING VALVE TLM10INSULATE HOT, COLD, AND WASTE PIPING W/ WHITE ARMAFLY 2000INSULATION AND PIPE FITTINGSLFSH 1430HL 1951 1/2"1 1/2"4TH FLR. MECH. ROOMOUTLET2"SEE DWG.PROVIDE W/ LOW DOMEPROVIDE W/ UNDERDECK CLAMPNICKEL BRONZENICKEL BRONZELOCATION/REMARKSWM-1WM-3WM-2SYMBOL2"3/4 3"NEPTUNESIZEMANUFACTURERT-10MODELLOWER LEVEL MECHANICAL ROOMBOILER MECHANICAL ROOM LEVEL GNEPTUNE T-10LEVEL 4 MECHANICAL ROOMOMNI CSENSUS OMNIAD-FANGLE DRAINJR.SMITH 7000GENERATOR PITNO HUBGALVANIZEDRECESS FLANGE LEVEL WITH BOTTOM OF PITCAST IRONDUPLEX MODEL 2422 252THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 NTS4/5/2018 8:11:22 AMC:\Users\kgorman\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_kgorman@gdc.corp-partner.google.com.rvt4786.000P601PLUMBING SCHEDULESMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #111
GENERIC HVAC ABBREVIATIONS HYDRONIC SYSTEM SPECIFIC ABBREVIATIONS
AIR SYSTEM SPECIFIC ABBREVIATIONS
GENERAL NOTES
SQUARE FEET
ENTERING AIR TEMPERATURE
SQFT
EAT
THERMOSTATIC AIR VENT
VARIABLE FREQUENCY DRIVE
VARIABLE VOLUME EXHAUST AIR TERMINAL BOX
WET BULB TEMPERATURE
VARIABLE VOLUME SUPPLY AIR TERMINAL BOX
LD
LAT
KW
IN
HZ
HPU
HW
HWUH
HWS
HWR
HV
HR
HP
HD
LEAVING AIR TEMPERATURE
LINEAR DIFFUSER
KILOWATT
INCHES
HERTZ
HEATING & VENTILATING UNIT
HOT WATER UNIT HEATER
HOT WATER SUPPLY
HOT WATER RETURN
HEAT PUMP UNIT
HOT WATER
HOUR
HEAD
HORSEPOWER
FFOP
GAL
HB
HU
GWB
GRD
GALV
GC
GA
G
FURN
FT
FPM
FLRDR
FLEX
FG
FCV
FD
FA
FCU
FB
F
EXP
EXH
EWT
ESP
EUH
ET
ER
EHC
ELEC
EMER
ELEV
EF
EG
EFF
FIREFIGHTERS OVERRIDE PANEL
GALLONS
GYPSUM WALL BOARD
HOSE BIBB CONN W/CHAINED CAP
GENERAL CONTRACTOR
HUMIDIFIER
GALVANIZED
GRADE (GROUND LEVEL)
GAUGE
GAS
FURNISHED
FEET
FEET PER MINUTE
WRT WITH RESPECT TO
WB
W/O
WG
WMS
W/
W
VFD
VVE
VV
VD
V
WITHOUT
WATER GAUGE
WIRE MESH SCREEN
WITH
WIDTH
VOLUME DAMPER
VENT
FLOW CONTROL VALVE
FIRE DAMPER (W/ ACCESS DOOR)
FIBERGLASS
FLOOR DRAIN
FLEXIBLE
FAN COIL UNIT
FAN BOX
FREE AREA
FAN
ELECTRICAL HEATING COIL
EXTERNAL STATIC PRESSURE
ENTERING WATER TEMPERATURE
ELECTRIC UNIT HEATER
EXHAUST REGISTEREXPANSION
EXHAUST
EXPANSION TANK
EXHAUST FAN
ELECTRICAL
EXHAUST GRILLE
EMERGENCY
ELEVATION
EFFICIENCY
TEMPERATURETEMP
UH
UV
UCTOP
TYP
TR
TF
TOD
TG
UNIT VENTILATOR
UNIT HEATER
UNDERCUT DOOR
TRANSFER FAN
TOP OF PIPE
TOP OF DUCT
TYPICAL
TRANSFER
TRANSFER GRILLETAV
TEL
TA
SUP
STL
STDBY
SS
SR
TELEPHONE
THROW-AWAY
STANDBY
STAINLESS STEEL
SUPPLY
SUPPLY REGISTER
STEEL
POUNDS PER CUBIC FOOT
REVOLUTIONS PER MINUTE
POUNDS PER SQUARE INCH DIFFERENTIAL
POUNDS PER SQUARE INCH ABSOLUTE
SLIDE GATE DAMPER
PLATE HEAT EXCHANGER
COMBINATION AUTOMATIC SMOKE/FIRE DAMPER
POUNDS PER SQUARE INCH GAUGE
SOUND ATTENUATOR
REFRIGERANT SUCTION
REFRIGERANT LIQUID
REFRIGERANT DISCHARGE (HOT GAS)
OUTSIDE AIR INTAKE
MOTOR CONTROL CENTER
LEAVING WATER TEMPERATURE
NUMBERNO.
EA
DX
DIFF
DOV
DN
DIM
DIA
DDCFP
DDC
D
DC
DD
DB
CUF
CUH
CH
CO
CONTR
CONN
CONC
COL
CHWS
CL
CLG
CHW
CHEM
CHWR
CC
CFM
CD
CACU
BOP
BOD
BSMT
BLR
BHP
BF
RETURNRET
DIRECT EXPANSION
DRAIN OFF VALVE
DIRECT DIGITAL CONTROL FIELD PANEL
DIRECT DIGITAL CONTROL
EACH
DOWN
DIMENSION
DIFFUSER
DIAMETER
DUAL DUCT SUPPLY AIR TERMINAL
DRY BULB TEMPERATURE
CABINET UNIT HEATER
DRY COOLER
DRAIN
CUBIC FEET
SF
SGDSQ
SPECS SG
SFD
SEF
SDET
SD
SCR
SCH
SATT
SUPPLY FAN
WITH ACCESS DOOR
SQUARE
SPECIFICATIONS SUPPLY GRILLE
SMOKE EXHAUST FAN
SMOKE DETECTOR
SMOKE DAMPER
SCREEN
SCHEDULE
RR
RTU
RS
RPM
RM
RLF
RG
RHC
RL
RH
REQS
RF
ROOF TOP UNIT
RETURN REGISTER
RELIEF
ROOM
REQUIREMENTS
RETURN FAN
REHEAT COIL
RELATIVE HUMIDITY
RETURN GRILLE
CHILLER
CHILLED WATER SUPPLY
CHILLED WATER RETURN
CLEAN-OUT
CONTRACTOR
CONNECTION
CONCRETE
COLUMN
CHILLED WATER
CHEMICAL FEED
CEILING
CENTERLINE
BOTTOM OF DUCT
CUBIC FEET PER MINUTE
COMPUTER ROOM AIR CONDITIONING UNIT
BRAKE HORSEPOWER
BOILER FEED WATER
COOLING COIL
CEILING DIFFUSER
BOTTOM OF PIPE
BASEMENT
BOILER
PRESSURE DROPPD
RD
PSID
PSIA
PSIG
PHC
PHX
PLBG PREHEAT COILPLUMBING
PCF
P
OED
OD
OAI
OA
NTS
OPEN END DUCT
PUMP
OUTSIDE DIAMETER
OUTSIDE AIR
NOT TO SCALE
AVS
BDD
AS
AAV
ATV
ATC
ARCH
AP
AHU
ACD
ADDL
ALD
AFF
AF
AD
ACV
ACU
ACCU
AIR VOLUME TRAVERSE STATION
BACKDRAFT DAMPER
AUTOMATIC AIR VENT
ATMOSPHERIC VENT
AUTOMATIC TEMPERATURE CONTROL
AIR HANDLING UNIT
AIR SEPARATOR
ARCHITECT
ACCESS PANEL
ACOUSTICALLY LINED DUCTWORK
AIR COOLED CONDENSING UNIT
ABOVE FINISHED FLOOR
AUTOMATIC CONTROL VALVE
AIR CONDITIONING UNIT
AUTOMATIC CONTROL DAMPER
ADDITIONAL
AIR FOIL
ACCESS DOOR
NO
NIC
NC
N/A
MTD
MAV
MU
MIN
MFR
NORMALLY OPEN
NOT IN CONTRACT
NORMALLY CLOSED
NOT APPLICABLE
MANUAL AIR VENT
MOUNTED
MAKEUP WATER
MINIMUM
MANUFACTURER
LUVR
MEZZ
MECH
MCC
LVDR
LWT
LF
LOUVER
LOUVERED DOOR
MEZZANINE
MECHANICAL
LINEAR FEET
SOV
SUCT
TEFC
VERT
GPH GALLONS PER HOUR
TSP
GALLONS PER MINUTE
HIGH PRESSURE GASHPG
HCPD
H
GPM
GND GROUND
HEIGHT
HANDICAPPED
WF
VEL
VTR
FULL VOLTAGE NON-REVERSING
GENERAL EXHAUST
FIRE PROTECTION
FACE AND BYPASS
GE
GHFVNR
FPI
GRAVITY HOOD
FINS PER INCH
FP
FLR
F&B
FLOOR
TE
STD SP
EQUIP EQUIPMENT
DWSI
SM
TOTAL STATIC PRESSURE
VENT THROUGH ROOF
WIDE FLANGE
VELOCITY
VERTICAL
SOLENOID OPERATED VALVE
TOTALLY ENCLOSED FAN COOLED
TOILET EXHAUST
STATIC PRESSURESTANDARD
SUCTION
SHEETMETAL
INSUL
KVA
LVG
MBH
MAX
NOM
NPSH
OS&Y
OFCI
OFOI
PRIM
POS
PRESS
PVC
REP
REQD
CYL CYLINDER
RA
LB
PH
OV
ATC COMPRESSOR
BRITISH THERMAL UNIT
BELOW FINISHED FLOOR
CG
ATCC
BTU
CEILING GRILLE
BFF
OB
OC
OBD
NC
MH
ABOVE FINISHED GRADE
AVG
ALT
AVERAGE
ALTERNATE
AFG
ADJ ADJUSTABLE
L
IH
ID
REPRESENTATIVE
RETURN AIR
REQUIRED
POLYVINYL CHLORIDE
POUND
OUTSIDE STEM AND YOKE
PRESSURE
OUTLET VELOCITY
PRIMARY
PROVIDED BY OTHER SECTION(S)
PHASE
OWNER FURNISHED OWNER INSTALLED
OWNER FURNISHED CONTRACTOR INSTALLED
OCTAVE BAND
ON CENTER
OPPOSED BLADE DAMPER
NET POSITIVE SUCTION HEAD
NOMINAL
MANHOLE
NOISE CRITERIA
THOUSAND BRITISH THERMAL UNITS PER HOUR
LEAVING
MAXIMUM
LENGTH
INTAKE HOOD
INSIDE DIAMETER
INSULATION
KILOVOLT AMPERE
M ONE THOUSANDATCD ATC COMPRESSOR DRYER
ATCR ATC COMPRESSOR RECEIVER
BACKWARD INCLINEDBI
BUILDINGBLDG
COMPRESSORCOMP
CORR CORRIDOR
DIAMETER
°C
DEGREES FAHRENHEIT°F
DEGREES CELSIUS
FT/SEC FEET PER SECOND
--
SWSI
SWDI
HEPA
FC FORWARD CURVED
FLTR FILTER
DWG DRAWING
DWDI DOUBLE WIDTH DOUBLE INLET
DOUBLE WIDTH SINGLE INLET
HIGH EFFICIENCY PARTICULATE AIR FILTER
SINGLE WIDTH DOUBLE INLET
SINGLE WIDTH SINGLE INLET
HEGA HIGH EFFICIENCY GAS ABSORBER AIR FILTER
HOT WATER REHEAT COILHWRHC
HOT WATER PREHEAT COILHWPHC
SA SUPPLY AIR
ELECTRIC CABINET UNIT HEATERECUH
HEAT RECOVERY UNITHRU
HEATING COILHC
RV ROOF VENT
BTUH BRITISH THERMAL UNIT PER HOUR
ELECTRIC PREHEAT COILEPHC
ENT ENTERING
ELECTRIC REHEAT COILERHC
OPEN DRIP PROOFODP
MCA MINIMUM CIRCUIT AMPS
HEAT EXCHANGERHX
HWCUH HOT WATER CABINET UNIT HEATER
HWHC HOT WATER HEATING COIL
AIR COOLED CONDENSERACC
AIR CONDITIONINGAC
ATD AIR TERMINAL DEVICE
1. GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL HXXX SERIES DRAWINGS.
2. DRAWINGS ARE DIAGRAMMATIC, DETERMINE EXACT LOCATIONS OF SYSTEMS AND COMPONENTS IN
FIELD.
3. COORDINATE WORK OF THIS SECTION WITH THAT OF OTHER SECTIONS.
4. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
5. PROVIDE INFORMATION AND HARDWARE AS NECESSARY TO COORDINATE CONCRETE PADS AND STEEL
PLATFORMS REQUIRED FOR MECHANICAL WORK.
6. COORDINATE ROOF PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH FLASHING
REQUIREMENTS.
7. SHEETMETAL FITTINGS SHOWN ARE TO BE PROVIDED. NO SUBSTITUTES SHALL BE ALLOWED WITHOUT
PRIOR CONSENT FROM ARCHITECT/ENGINEER.
8. REFER TO SPECIFICATIONS FOR DUCTWORK CONSTRUCTION CLASSES, SEAL, AND LEAKAGE CLASSES.
9. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS.
ALL DUCTWORK SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND
JOISTS.
10. INSTALL THERMOSTATS AT LOCATIONS SHOWN ON PLANS OR AS DIRECTED BY ARCHITECT. MOUNTING
HEIGHT AFF SHALL COMPLY WITH ADA.
11. EXTERIOR LOUVERS ARE INDICATED FOR LOCATION ONLY.
12. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AND DUCTS
(INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO
ADDITIONAL COST.
13. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. VERIFY AND
PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL
DIMENSIONS BEFORE FABRICATION.
14. ACCESS PANELS SHALL BE PROVIDED TO CLEAN COILS AND SERVICE DAMPERS, HEATERS, VALVES AND
ALL CONCEALED MECHANICAL EQUIPMENT.
15. SUPPORT ALL EQUIPMENT, PIPING AND DUCTWORK FROM BUILDING STRUCTURE TO PROVIDE A
VIBRATION FREE INSTALLATION. PROVIDE TO GC A LIST OF ALL WEIGHTS AND METHODS OF SUPPORT
FOR COORDINATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
16. SMOKE DETECTORS SHALL BE FURNISHED AND WIRED TO THE FIRE ALARM SYSTEM BY DIVISION 16.
DIVISION 15 SHALL MOUNT THE DETECTORS IN DUCTWORK, WHERE REQUIRED BY CODE, DIVISION 17
SHALL WIRE THE DETECTORS TO THE BAS SYSTEM AND FAN STARTERS FOR SHUTDOWN.
17. SMOKE DAMPERS SHALL BE UL555S LISTED.
18. ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH NEC, AND DIVISION 16000 SPECIFICATIONS.
19. REFER TO REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF AIR TERMINAL DEVICES.
20. INTERNAL AIR FLOW DIMENSIONS ARE SHOWN FOR DUCTS. CONTRACTOR SHALL INCREASE SIZE FOR
LINER IF APPLICABLE.
21. ALL MATERIALS AND EQUIPMENT SHALL BE NEW.
22. DIFFUSER SIZES SHOWN ARE NECK SIZES; REGISTER AND GRILLE SIZE ARE NOMINAL.
23. ALL CONDENSATE DRAIN LINES SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN OUTLET, WITH "P" TRAP,
CONNECTED TO BUILDING DRAINAGE SYSTEMS.
24. PROVIDE FIRE DAMPERS OR SMOKE/FIRE DAMPERS AND ASSOCIATED ACCESS PANELS WHERE SHOWN
ON DRAWINGS IN COMPLIANCE WITH NFPA 90A. FOR DUCTS THAT PENETRATE FIRE WALLS, FLOORS AND
PARTITIONS PROVIDE SLEEVES WHERE PENETRATIONS ARE NOT PERPENDICULAR TO SURFACE
PENETRATED. ENCLOSE DAMPERS IN 10 GAUGE STEEL SLEEVE.
25. PROVIDE FLEXIBLE CONNECTIONS ON ALL DUCTS CONNECTING TO FANS AND AIR HANDLING UNITS
UNLESS INTERNALLY ISOLATED. ALL DUCTS TO BE GROUNDED ACROSS FLEXIBLE CONNECTION WITH
FLEXIBLE COPPER GROUNDING STRAPS.
26. THE INSIDE OF DUCTWORK VISIBLE THROUGH A GRILLE OR DIFFUSER SHALL BE PAINTED FLAT BLACK.
27. ALL RETURN AIR OPENINGS ABOVE CEILING SHALL BE PROVIDED WITH A 1/2" MESH ALUMINUM SCREEN
(80% FREE AREA MINIMUM).
28. INSULATE PIPING AND DUCTWORK AS SPECIFIED: PERFORM TESTS SPECIFIED BEFORE INSULATING.
29. PROVIDE HANGERS, CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO
PREVENT STRESS ON PIPING.
30. PROVIDE VENTS AT HIGH POINTS IN PIPING SYSTEMS AND DRAIN VALVES AT LOW POINTS.
31. PROVIDE AT LEAST THREE-ELBOW SWING FOR PIPE TAKE-OFFS TO TERMINAL EQUIPMENT AND RISERS.
32. ELBOWS IN DUCT SYSTEMS SHALL BE FULL RADIUS (CENTERLINE RADIUS = 1.5 DUCT WIDTH) WHERE
SPACE PERMITS. WHERE LIMITED CLEARANCE OCCURS, PROVIDE SHORT RADIUS ELBOW WITH FULL
LENGTH SPLITTER VANES PER SMACNA. MITERED (SQUARE) ELBOWS WITH TURNING VANES MAY NOT BE
SUBMITTED WITHOUT WRITTEN CONSENT FROM THE ARCHITECT/ENGINEER.
33. ISOLATION VALVES IN PIPING SYSTEMS ARE NOT SHOWN ON PLANS (FOR CLARITY) BUT ARE REQUIRED
AT ALL PIPE BRANCHES AND CONNECTIONS TO EQUIPMENT REFER TO DETAIL SHEETS AND FLOW
DIAGRAMS.
34. ANY DEMOLITION SHALL BE COORDINATED WITH OWNER, ARCHITECT, G.C. AND ENGINEER.
35. PROVIDE 24"x24" MINIMUM SIZE CLEANOUTS IN KITCHEN EXHAUST DUCTS AT CHANGES IN DIRECTION
AND BASES OF RISERS, AND EVERY 10 FEET IN STRAIGHT RUNS.
36. PITCH PIPING 1 INCH IN 20 FEET MINIMUM IN DIRECTION OF FLOW, TO ALLOW FOR DRAINING.
37. MANUAL DAMPERS ARE NOT SHOWN ON THE DRAWINGS IN ORDER FOR DRAWING CLARITY. PROVIDE
MANUAL ADJUSTABLE DAMPERS ON EACH LOW PRESSURE SUPPLY RETURN AND EXHAUST DUCT TAKE
OFF, AND AT EACH TAKE OFF TO REGISTERS, GRILLES AND DIFFUSERS.
CB CHILLED BEAM
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:24:00 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M001
HVAC LEGEND AND
ABBREVIATIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
GENERIC HVAC ABBREVIATIONS HYDRONIC SYSTEM SPECIFIC ABBREVIATIONS
AIR SYSTEM SPECIFIC ABBREVIATIONS
GENERAL NOTES
SQUARE FEET
ENTERING AIR TEMPERATURE
SQFT
EAT
THERMOSTATIC AIR VENT
VARIABLE FREQUENCY DRIVE
VARIABLE VOLUME EXHAUST AIR TERMINAL BOX
WET BULB TEMPERATURE
VARIABLE VOLUME SUPPLY AIR TERMINAL BOX
LD
LAT
KW
IN
HZ
HPU
HW
HWUH
HWS
HWR
HV
HR
HP
HD
LEAVING AIR TEMPERATURE
LINEAR DIFFUSER
KILOWATT
INCHES
HERTZ
HEATING & VENTILATING UNIT
HOT WATER UNIT HEATER
HOT WATER SUPPLY
HOT WATER RETURN
HEAT PUMP UNIT
HOT WATER
HOUR
HEAD
HORSEPOWER
FFOP
GAL
HB
HU
GWB
GRD
GALV
GC
GA
G
FURN
FT
FPM
FLRDR
FLEX
FG
FCV
FD
FA
FCU
FB
F
EXP
EXH
EWT
ESP
EUH
ET
ER
EHC
ELEC
EMER
ELEV
EF
EG
EFF
FIREFIGHTERS OVERRIDE PANEL
GALLONS
GYPSUM WALL BOARD
HOSE BIBB CONN W/CHAINED CAP
GENERAL CONTRACTOR
HUMIDIFIER
GALVANIZED
GRADE (GROUND LEVEL)
GAUGE
GAS
FURNISHED
FEET
FEET PER MINUTE
WRT WITH RESPECT TO
WB
W/O
WG
WMS
W/
W
VFD
VVE
VV
VD
V
WITHOUT
WATER GAUGE
WIRE MESH SCREEN
WITH
WIDTH
VOLUME DAMPER
VENT
FLOW CONTROL VALVE
FIRE DAMPER (W/ ACCESS DOOR)
FIBERGLASS
FLOOR DRAIN
FLEXIBLE
FAN COIL UNIT
FAN BOX
FREE AREA
FAN
ELECTRICAL HEATING COIL
EXTERNAL STATIC PRESSURE
ENTERING WATER TEMPERATURE
ELECTRIC UNIT HEATER
EXHAUST REGISTEREXPANSION
EXHAUST
EXPANSION TANK
EXHAUST FAN
ELECTRICAL
EXHAUST GRILLE
EMERGENCY
ELEVATION
EFFICIENCY
TEMPERATURETEMP
UH
UV
UCTOP
TYP
TR
TF
TOD
TG
UNIT VENTILATOR
UNIT HEATER
UNDERCUT DOOR
TRANSFER FAN
TOP OF PIPE
TOP OF DUCT
TYPICAL
TRANSFER
TRANSFER GRILLETAV
TEL
TA
SUP
STL
STDBY
SS
SR
TELEPHONE
THROW-AWAY
STANDBY
STAINLESS STEEL
SUPPLY
SUPPLY REGISTER
STEEL
POUNDS PER CUBIC FOOT
REVOLUTIONS PER MINUTE
POUNDS PER SQUARE INCH DIFFERENTIAL
POUNDS PER SQUARE INCH ABSOLUTE
SLIDE GATE DAMPER
PLATE HEAT EXCHANGER
COMBINATION AUTOMATIC SMOKE/FIRE DAMPER
POUNDS PER SQUARE INCH GAUGE
SOUND ATTENUATOR
REFRIGERANT SUCTION
REFRIGERANT LIQUID
REFRIGERANT DISCHARGE (HOT GAS)
OUTSIDE AIR INTAKE
MOTOR CONTROL CENTER
LEAVING WATER TEMPERATURE
NUMBERNO.
EA
DX
DIFF
DOV
DN
DIM
DIA
DDCFP
DDC
D
DC
DD
DB
CUF
CUH
CH
CO
CONTR
CONN
CONC
COL
CHWS
CL
CLG
CHW
CHEM
CHWR
CC
CFM
CD
CACU
BOP
BOD
BSMT
BLR
BHP
BF
RETURNRET
DIRECT EXPANSION
DRAIN OFF VALVE
DIRECT DIGITAL CONTROL FIELD PANEL
DIRECT DIGITAL CONTROL
EACH
DOWN
DIMENSION
DIFFUSER
DIAMETER
DUAL DUCT SUPPLY AIR TERMINAL
DRY BULB TEMPERATURE
CABINET UNIT HEATER
DRY COOLER
DRAIN
CUBIC FEET
SF
SGDSQ
SPECS SG
SFD
SEF
SDET
SD
SCR
SCH
SATT
SUPPLY FAN
WITH ACCESS DOOR
SQUARE
SPECIFICATIONS SUPPLY GRILLE
SMOKE EXHAUST FAN
SMOKE DETECTOR
SMOKE DAMPER
SCREEN
SCHEDULE
RR
RTU
RS
RPM
RM
RLF
RG
RHC
RL
RH
REQS
RF
ROOF TOP UNIT
RETURN REGISTER
RELIEF
ROOM
REQUIREMENTS
RETURN FAN
REHEAT COIL
RELATIVE HUMIDITY
RETURN GRILLE
CHILLER
CHILLED WATER SUPPLY
CHILLED WATER RETURN
CLEAN-OUT
CONTRACTOR
CONNECTION
CONCRETE
COLUMN
CHILLED WATER
CHEMICAL FEED
CEILING
CENTERLINE
BOTTOM OF DUCT
CUBIC FEET PER MINUTE
COMPUTER ROOM AIR CONDITIONING UNIT
BRAKE HORSEPOWER
BOILER FEED WATER
COOLING COIL
CEILING DIFFUSER
BOTTOM OF PIPE
BASEMENT
BOILER
PRESSURE DROPPD
RD
PSID
PSIA
PSIG
PHC
PHX
PLBG PREHEAT COILPLUMBING
PCF
P
OED
OD
OAI
OA
NTS
OPEN END DUCT
PUMP
OUTSIDE DIAMETER
OUTSIDE AIR
NOT TO SCALE
AVS
BDD
AS
AAV
ATV
ATC
ARCH
AP
AHU
ACD
ADDL
ALD
AFF
AF
AD
ACV
ACU
ACCU
AIR VOLUME TRAVERSE STATION
BACKDRAFT DAMPER
AUTOMATIC AIR VENT
ATMOSPHERIC VENT
AUTOMATIC TEMPERATURE CONTROL
AIR HANDLING UNIT
AIR SEPARATOR
ARCHITECT
ACCESS PANEL
ACOUSTICALLY LINED DUCTWORK
AIR COOLED CONDENSING UNIT
ABOVE FINISHED FLOOR
AUTOMATIC CONTROL VALVE
AIR CONDITIONING UNIT
AUTOMATIC CONTROL DAMPER
ADDITIONAL
AIR FOIL
ACCESS DOOR
NO
NIC
NC
N/A
MTD
MAV
MU
MIN
MFR
NORMALLY OPEN
NOT IN CONTRACT
NORMALLY CLOSED
NOT APPLICABLE
MANUAL AIR VENT
MOUNTED
MAKEUP WATER
MINIMUM
MANUFACTURER
LUVR
MEZZ
MECH
MCC
LVDR
LWT
LF
LOUVER
LOUVERED DOOR
MEZZANINE
MECHANICAL
LINEAR FEET
SOV
SUCT
TEFC
VERT
GPH GALLONS PER HOUR
TSP
GALLONS PER MINUTE
HIGH PRESSURE GASHPG
HCPD
H
GPM
GND GROUND
HEIGHT
HANDICAPPED
WF
VEL
VTR
FULL VOLTAGE NON-REVERSING
GENERAL EXHAUST
FIRE PROTECTION
FACE AND BYPASS
GE
GHFVNR
FPI
GRAVITY HOOD
FINS PER INCH
FP
FLR
F&B
FLOOR
TE
STD SP
EQUIP EQUIPMENT
DWSI
SM
TOTAL STATIC PRESSURE
VENT THROUGH ROOF
WIDE FLANGE
VELOCITY
VERTICAL
SOLENOID OPERATED VALVE
TOTALLY ENCLOSED FAN COOLED
TOILET EXHAUST
STATIC PRESSURESTANDARD
SUCTION
SHEETMETAL
INSUL
KVA
LVG
MBH
MAX
NOM
NPSH
OS&Y
OFCI
OFOI
PRIM
POS
PRESS
PVC
REP
REQD
CYL CYLINDER
RA
LB
PH
OV
ATC COMPRESSOR
BRITISH THERMAL UNIT
BELOW FINISHED FLOOR
CG
ATCC
BTU
CEILING GRILLE
BFF
OB
OC
OBD
NC
MH
ABOVE FINISHED GRADE
AVG
ALT
AVERAGE
ALTERNATE
AFG
ADJ ADJUSTABLE
L
IH
ID
REPRESENTATIVE
RETURN AIR
REQUIRED
POLYVINYL CHLORIDE
POUND
OUTSIDE STEM AND YOKE
PRESSURE
OUTLET VELOCITY
PRIMARY
PROVIDED BY OTHER SECTION(S)
PHASE
OWNER FURNISHED OWNER INSTALLED
OWNER FURNISHED CONTRACTOR INSTALLED
OCTAVE BAND
ON CENTER
OPPOSED BLADE DAMPER
NET POSITIVE SUCTION HEAD
NOMINAL
MANHOLE
NOISE CRITERIA
THOUSAND BRITISH THERMAL UNITS PER HOUR
LEAVING
MAXIMUM
LENGTH
INTAKE HOOD
INSIDE DIAMETER
INSULATION
KILOVOLT AMPERE
M ONE THOUSANDATCD ATC COMPRESSOR DRYER
ATCR ATC COMPRESSOR RECEIVER
BACKWARD INCLINEDBI
BUILDINGBLDG
COMPRESSORCOMP
CORR CORRIDOR
DIAMETER
°C
DEGREES FAHRENHEIT°F
DEGREES CELSIUS
FT/SEC FEET PER SECOND
--
SWSI
SWDI
HEPA
FC FORWARD CURVED
FLTR FILTER
DWG DRAWING
DWDI DOUBLE WIDTH DOUBLE INLET
DOUBLE WIDTH SINGLE INLET
HIGH EFFICIENCY PARTICULATE AIR FILTER
SINGLE WIDTH DOUBLE INLET
SINGLE WIDTH SINGLE INLET
HEGA HIGH EFFICIENCY GAS ABSORBER AIR FILTER
HOT WATER REHEAT COILHWRHC
HOT WATER PREHEAT COILHWPHC
SA SUPPLY AIR
ELECTRIC CABINET UNIT HEATERECUH
HEAT RECOVERY UNITHRU
HEATING COILHC
RV ROOF VENT
BTUH BRITISH THERMAL UNIT PER HOUR
ELECTRIC PREHEAT COILEPHC
ENT ENTERING
ELECTRIC REHEAT COILERHC
OPEN DRIP PROOFODP
MCA MINIMUM CIRCUIT AMPS
HEAT EXCHANGERHX
HWCUH HOT WATER CABINET UNIT HEATER
HWHC HOT WATER HEATING COIL
AIR COOLED CONDENSERACC
AIR CONDITIONINGAC
ATD AIR TERMINAL DEVICE
1. GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL HXXX SERIES DRAWINGS.
2. DRAWINGS ARE DIAGRAMMATIC, DETERMINE EXACT LOCATIONS OF SYSTEMS AND COMPONENTS IN
FIELD.
3. COORDINATE WORK OF THIS SECTION WITH THAT OF OTHER SECTIONS.
4. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
5. PROVIDE INFORMATION AND HARDWARE AS NECESSARY TO COORDINATE CONCRETE PADS AND STEEL
PLATFORMS REQUIRED FOR MECHANICAL WORK.
6. COORDINATE ROOF PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH FLASHING
REQUIREMENTS.
7. SHEETMETAL FITTINGS SHOWN ARE TO BE PROVIDED. NO SUBSTITUTES SHALL BE ALLOWED WITHOUT
PRIOR CONSENT FROM ARCHITECT/ENGINEER.
8. REFER TO SPECIFICATIONS FOR DUCTWORK CONSTRUCTION CLASSES, SEAL, AND LEAKAGE CLASSES.
9. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS.
ALL DUCTWORK SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND
JOISTS.
10. INSTALL THERMOSTATS AT LOCATIONS SHOWN ON PLANS OR AS DIRECTED BY ARCHITECT. MOUNTING
HEIGHT AFF SHALL COMPLY WITH ADA.
11. EXTERIOR LOUVERS ARE INDICATED FOR LOCATION ONLY.
12. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AND DUCTS
(INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO
ADDITIONAL COST.
13. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. VERIFY AND
PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL
DIMENSIONS BEFORE FABRICATION.
14. ACCESS PANELS SHALL BE PROVIDED TO CLEAN COILS AND SERVICE DAMPERS, HEATERS, VALVES AND
ALL CONCEALED MECHANICAL EQUIPMENT.
15. SUPPORT ALL EQUIPMENT, PIPING AND DUCTWORK FROM BUILDING STRUCTURE TO PROVIDE A
VIBRATION FREE INSTALLATION. PROVIDE TO GC A LIST OF ALL WEIGHTS AND METHODS OF SUPPORT
FOR COORDINATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
16. SMOKE DETECTORS SHALL BE FURNISHED AND WIRED TO THE FIRE ALARM SYSTEM BY DIVISION 16.
DIVISION 15 SHALL MOUNT THE DETECTORS IN DUCTWORK, WHERE REQUIRED BY CODE, DIVISION 17
SHALL WIRE THE DETECTORS TO THE BAS SYSTEM AND FAN STARTERS FOR SHUTDOWN.
17. SMOKE DAMPERS SHALL BE UL555S LISTED.
18. ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH NEC, AND DIVISION 16000 SPECIFICATIONS.
19. REFER TO REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF AIR TERMINAL DEVICES.
20. INTERNAL AIR FLOW DIMENSIONS ARE SHOWN FOR DUCTS. CONTRACTOR SHALL INCREASE SIZE FOR
LINER IF APPLICABLE.
21. ALL MATERIALS AND EQUIPMENT SHALL BE NEW.
22. DIFFUSER SIZES SHOWN ARE NECK SIZES; REGISTER AND GRILLE SIZE ARE NOMINAL.
23. ALL CONDENSATE DRAIN LINES SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN OUTLET, WITH "P" TRAP,
CONNECTED TO BUILDING DRAINAGE SYSTEMS.
24. PROVIDE FIRE DAMPERS OR SMOKE/FIRE DAMPERS AND ASSOCIATED ACCESS PANELS WHERE SHOWN
ON DRAWINGS IN COMPLIANCE WITH NFPA 90A. FOR DUCTS THAT PENETRATE FIRE WALLS, FLOORS AND
PARTITIONS PROVIDE SLEEVES WHERE PENETRATIONS ARE NOT PERPENDICULAR TO SURFACE
PENETRATED. ENCLOSE DAMPERS IN 10 GAUGE STEEL SLEEVE.
25. PROVIDE FLEXIBLE CONNECTIONS ON ALL DUCTS CONNECTING TO FANS AND AIR HANDLING UNITS
UNLESS INTERNALLY ISOLATED. ALL DUCTS TO BE GROUNDED ACROSS FLEXIBLE CONNECTION WITH
FLEXIBLE COPPER GROUNDING STRAPS.
26. THE INSIDE OF DUCTWORK VISIBLE THROUGH A GRILLE OR DIFFUSER SHALL BE PAINTED FLAT BLACK.
27. ALL RETURN AIR OPENINGS ABOVE CEILING SHALL BE PROVIDED WITH A 1/2" MESH ALUMINUM SCREEN
(80% FREE AREA MINIMUM).
28. INSULATE PIPING AND DUCTWORK AS SPECIFIED: PERFORM TESTS SPECIFIED BEFORE INSULATING.
29. PROVIDE HANGERS, CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO
PREVENT STRESS ON PIPING.
30. PROVIDE VENTS AT HIGH POINTS IN PIPING SYSTEMS AND DRAIN VALVES AT LOW POINTS.
31. PROVIDE AT LEAST THREE-ELBOW SWING FOR PIPE TAKE-OFFS TO TERMINAL EQUIPMENT AND RISERS.
32. ELBOWS IN DUCT SYSTEMS SHALL BE FULL RADIUS (CENTERLINE RADIUS = 1.5 DUCT WIDTH) WHERE
SPACE PERMITS. WHERE LIMITED CLEARANCE OCCURS, PROVIDE SHORT RADIUS ELBOW WITH FULL
LENGTH SPLITTER VANES PER SMACNA. MITERED (SQUARE) ELBOWS WITH TURNING VANES MAY NOT BE
SUBMITTED WITHOUT WRITTEN CONSENT FROM THE ARCHITECT/ENGINEER.
33. ISOLATION VALVES IN PIPING SYSTEMS ARE NOT SHOWN ON PLANS (FOR CLARITY) BUT ARE REQUIRED
AT ALL PIPE BRANCHES AND CONNECTIONS TO EQUIPMENT REFER TO DETAIL SHEETS AND FLOW
DIAGRAMS.
34. ANY DEMOLITION SHALL BE COORDINATED WITH OWNER, ARCHITECT, G.C. AND ENGINEER.
35. PROVIDE 24"x24" MINIMUM SIZE CLEANOUTS IN KITCHEN EXHAUST DUCTS AT CHANGES IN DIRECTION
AND BASES OF RISERS, AND EVERY 10 FEET IN STRAIGHT RUNS.
36. PITCH PIPING 1 INCH IN 20 FEET MINIMUM IN DIRECTION OF FLOW, TO ALLOW FOR DRAINING.
37. MANUAL DAMPERS ARE NOT SHOWN ON THE DRAWINGS IN ORDER FOR DRAWING CLARITY. PROVIDE
MANUAL ADJUSTABLE DAMPERS ON EACH LOW PRESSURE SUPPLY RETURN AND EXHAUST DUCT TAKE
OFF, AND AT EACH TAKE OFF TO REGISTERS, GRILLES AND DIFFUSERS.
CB CHILLED BEAM
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:24:07 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M001 - U
HVAC LEGEND AND
ABBREVIATIONS -
UNDERGROUND
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
E
S
W
(200)
XXX
MAV
PIPING LEGEND
EQUIPMENT TAG SYMBOLS & ABBREVIATIONS
FLOW DIAGRAM AND CONTROL DIAGRAM EQUIP SYMBOLS
CALL OUT SYMBOLS
DUCTWORK
UP
DN
TAV
PT
TD
T
F&T
IB
AAV
TAG
NO
TAG
NO
TAG
DATA
DATA
TAG
DATA
DATA
1
H3.1
1
H3.1
1
S/R
1
HWS
1
RH
VFD
C
C
C
C
PH
C
H
C
RH
STEAM PRESSURE GAUGE WITH A GAUGE COCK AND COIL SYPHON
THREE WAY AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR
AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR
AUTOMATIC FLOW CONTROL VALVE (PRESSURE INDEPENDENT)
PITCH PIPE DOWN IN DIRECTION OF FLOW
STRAINER, BASKET TYPE W/DRAIN VALVE, HOSE BIBB & CAP
QUICK CLOSING VALVE, FUSIBLE LINK (USED WITH FUELS)
QUICK OPENING VALVE (USED WITH BLOW DOWN)
REDUCER (ECCENTRIC-FLAT ON BOTTOM OR FLAT ON TOP)
AUTOMATIC AIR VENT WITH ISOLATION VALVE
UNION OR FLANGE (AS INDICATED BY PIPE SIZE - SEE SPEC.)
THREE WAY AUTOMATIC CONTROL VALVE, TWO POSITION ACTUATOR
AUTOMATIC CONTROL VALVE, TWO POSITION ACTUATOR
STRAINER W/BALL VALVE, HOSE BIBB & CAP (GATE VALVE FOR STEAM)
BALL VALVE WITH HOSE BIBB, CAP & CHAIN (DRAIN VALVES)
BUTTERFLY VALVE WITH MEMORY STOP (BALANCING VALVE)
BALL VALVE WITH MEMORY STOP (BALANCING VALVE)
COMBINATION FLOWMETER/SHUT OFF/BALANCING VALVE (CIRCUIT SETTER)
TOP TAKEOFF
DROP (DOUBLE LINE - PLAN VIEW)
PIPE BREAK (DOUBLE LINE)
PITCH PIPE UP IN DIRECTION OF FLOW
DIRECTION OF FLOW IN PIPE
BOTTOM TAKEOFF
CLEAN-OUT FOR CONDENSATE DRAIN
RISE (DOUBLE LINE - PLAN VIEW)
PIPE BREAK (SINGLE LINE)
DIRT LEG
REDUCER (CONCENTRIC)
DROP (SINGLE LINE - PLAN VIEW)
RISE (SINGLE LINE - PLAN VIEW)
EXPANSION JOINT
FLEXIBLE CONNECTION
ANCHOR
PIPE GUIDE
THERMOSTATIC AIR VENT (STEAM ONLY)
THERMOSTATIC STEAM TRAP
THERMODYNAMIC STEAM TRAP
MANUAL AIR VENT
PRESSURE/TEMPERATURE WELL
VACUUM BREAKER
INVERTED BUCKET STEAM TRAP
BLIND FLANGE
FLOAT & THERMOSTATIC STEAM TRAP
THERMOMETER
PRESSURE GAUGE WITH GAUGE CLOCK
END CAP
SAFTEY RELIEF VALVE
FLOW MEASURING DEVICE
FLOW SWITCH
ANGLE VALVE (PLAN VIEW)
ANGLE VALVE (SECTION VIEW)
STRAINER, DUPLEX
SOLENOID VALVE
CHECK VALVE
PRESSURE REDUCING VALVE
GLOBE VALVE
BUTTERFLY VALVE
PLUG VALVE
GATE VALVE
BALL VALVE
SERVICE
EQUIPMENT
NOT
REQUIRING
ELECTRIC
SEE SCHEDULE FOR
PERFORMANCE
REQUIREMENTS SERVICE
EQUIPMENT
REQUIRING
ELECTRIC
VB
FM
SUPPLY LINES
FUTURE
DEMO/EXISTING TO BE REMOVED
NEW WORK
EXISTING
RETURN LINES
WATER METER DIAL TYPE
FLOAT OPERATED VALVE
CO
VALVE IN VERTICAL
NOTE: REFER TO SCHEDULES FOR DEFINITION OF EQUIPMENT SPECIFIC DATA LISTED WITHIN TAG BLOCKS.
EXPANSION TANK
BOILER
AIR SEPARATOR
FINNED TUBE RADIATION
VARIABLE FREQUENCY DRIVE
UNIT HEATER
CABINET HEATER
COOLING COIL
REHEAT COIL
CHEMICAL FEED SYSTEM
PLATE AND FRAME
HEAT EXCHANGER
AIR TERMINAL BOX WITH
REHEAT COIL
OPPOSED BLADE DAMPER
PARALLEL BLADE DAMPER
W/ MODULATING ACTUATOR
W/ MODULATING ACTUATOR
W/ TWO POSITION ACTUATOR
BACKDRAFT DAMPER
AIR TERMINAL BOX
PARALLEL BLADE DAMPER
W/ TWO POSITION ACTUATOR
OPPOSED BLADE DAMPER
AIR VALVE
ROOF FAN
PREHEAT COIL
HEATING COIL
FILTER BANK
HUMIDIFIER
INLINE CENTRIFUGAL FAN
TUBEAXIAL OR VANEAXIAL FAN
INLET GUIDE VANES
CENTRIFUGAL FAN WITH
CENTRIFUGAL FAN
PUMP
HUMIDITY SENSOR OR HUMIDISTAT
REFER TO DRAWINGS ( ) FOR CONTINUATION
TEMPERATURE SENSOR OR THERMOSTAT
SUPPLY OR RETURN AIR RISER DESIGNATION
SYMBOL DESIGNATES ASSOCIATED
SYSTEM OR SERVICE (ie LPS)
SHEET NUMBER
REVISION NUMBER
DETAIL DESIGNATION
SHEET NUMBER
SECTION DESIGNATION
CONNECT NEW TO EXISTING
DESIGN CFM
DIFFUSER, GRILLE, REGISTER LETTER
A(200)
ALTERNATE CFM LOCATION
AAV
PIPING SYSTEM RISER DESIGNATION
DESIGNATOR (See schedule for ATD type)
UPBLAST CENTRIFUGAL FAN
PRESSURE TRANSMITTERP
BLANKED FOR 1-WAY BLOW SUPPLY DIFFUSER
BLANKED FOR 2-WAY BLOW SUPPLY DIFFUSER
BLANKED FOR 3-WAY BLOW SUPPLY DIFFUSER
BACKDRAFT DAMPER
SLIDE GATE DAMPER
AIR VOLUME TRAVERSE STATION
SELF-CLOSING FIRE DAMPER W/ACCESS DOOR
AUTOMATIC SMOKE DAMPER W/ACCESS DOOR
COMBINATION SMOKE/FIRE DAMPER W/ACCESS DOOR
ROOF EXHAUST FAN
ROOF EXHAUST FAN
RETURN OR EXHAUST AIR FLOW
AUTOMATIC CONTROL DAMPER W/ACCESS DOOR
MANUAL VOLUME DAMPER
SUPPLY AIR FLOW
UC 1/2"
LVDR 1.5 SF
UNDERCUT DOOR
LOUVERED DOOR
SFD
OR
BDD
SD
FD
SGD
AVS
ACD
DIFF/GRILLE
HARD
ACOUSTICALLY
LINED DUCT
ELBOW
CEILING DUCT
MTD DIFF/GRILLE
TAKEOFF TO
BULLHEAD SPLIT SUPPLY
RING DUCT
TAKEOFF TO
GOOD FOR
BOOT BYLINEAR
FLEXIBLE
OPEN END
DUCT W/VD &
1/2"x1/2" WMS
DUCT
LD MFR
SUPPLY CEILING
LINEAR DIFFUSER
(W/ 1" INTERNALLY
LINED SM PLENUM)
BRANCH CONN W/VD
FOR EVERY 4' OF
LINEAR DIFFUSER
SUPPLY SIDEWALL
RETURN/EXHAUST
REGISTER/GRILLE
SIDEWALL DUCT MTD
BULLHEAD CONVERGE
90° TAKE-OFF
DUCT
RING
SINGLE LINE
RISE/DROP
SINGLE LINE
STANDARD RADIUS ELBOW
SUPPLY/RETURN EXHAUST
( R = W )
w
R
SUPPLY DUCT DOWN
SUPPLY DUCT UP
DOUBLE LINE
EXHAUST
SUPPLY/RETURN/
RISE OR DROP
/EXHAUST
SUPPLY/RETURN
OFFSET
HORIZONTAL
RISE/DROP
DUCT DOWN
RETURN/EXHAUST
DUCT UP
RETURN/EXHAUST
DOUBLE LINE
STANDARD 4-WAY BLOW SUPPLY DIFFUSER
OR
OR
VD
ROUND RETURN OR
EXHAUST DUCT UPROUND SUPPLY DUCT UP
SHOWN ON ROOF
SHOWN ON FLOOR PLAN
ROUND SUPPLY DUCT DN
EXHAUST DUCT DN
ROUND RETURN OR
W/BRANCH TAKE-OFF
VOLUME DAMPER
VOLUME DAMPER
W/BRANCH TAKE-OFF
W/BRANCH TAKE-OFF
VOLUME DAMPER
VOLUME DAMPER (VD
W/BRANCH TAKE-OFF
VOLUME DAMPER
W/BRANCH TAKE-OFF
FOR EVERY 4' OF
BRANCH CONN W/VD
LINED SM PLENUM)
(W/ 1" INTERNALLY
LINEAR
IN LOW PRESSURE
SYSTEMS ONLY)
x x x x x x x
x
x
x
x
x
x
x
x
x
x
x
x
x
xEXISTING DUCT
TO BE REMOVED OR
E
S
W
(200)
XXX
MAV
PIPING LEGEND
EQUIPMENT TAG SYMBOLS & ABBREVIATIONS
FLOW DIAGRAM AND CONTROL DIAGRAM EQUIP SYMBOLS
CALL OUT SYMBOLS
DUCTWORK
UP
DN
TAV
PT
TD
T
F&T
IB
AAV
TAG
NO
TAG
NO
TAG
DATA
DATA
TAG
DATA
DATA
1
H3.1
1
H3.1
1
S/R
1
HWS
1
RH
VFD
C
C
C
C
PH
C
H
C
RH
STEAM PRESSURE GAUGE WITH A GAUGE COCK AND COIL SYPHON
THREE WAY AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR
AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR
AUTOMATIC FLOW CONTROL VALVE (PRESSURE INDEPENDENT)
PITCH PIPE DOWN IN DIRECTION OF FLOW
STRAINER, BASKET TYPE W/DRAIN VALVE, HOSE BIBB & CAP
QUICK CLOSING VALVE, FUSIBLE LINK (USED WITH FUELS)
QUICK OPENING VALVE (USED WITH BLOW DOWN)
REDUCER (ECCENTRIC-FLAT ON BOTTOM OR FLAT ON TOP)
AUTOMATIC AIR VENT WITH ISOLATION VALVE
UNION OR FLANGE (AS INDICATED BY PIPE SIZE - SEE SPEC.)
THREE WAY AUTOMATIC CONTROL VALVE, TWO POSITION ACTUATOR
AUTOMATIC CONTROL VALVE, TWO POSITION ACTUATOR
STRAINER W/BALL VALVE, HOSE BIBB & CAP (GATE VALVE FOR STEAM)
BALL VALVE WITH HOSE BIBB, CAP & CHAIN (DRAIN VALVES)
BUTTERFLY VALVE WITH MEMORY STOP (BALANCING VALVE)
BALL VALVE WITH MEMORY STOP (BALANCING VALVE)
COMBINATION FLOWMETER/SHUT OFF/BALANCING VALVE (CIRCUIT SETTER)
TOP TAKEOFF
DROP (DOUBLE LINE - PLAN VIEW)
PIPE BREAK (DOUBLE LINE)
PITCH PIPE UP IN DIRECTION OF FLOW
DIRECTION OF FLOW IN PIPE
BOTTOM TAKEOFF
CLEAN-OUT FOR CONDENSATE DRAIN
RISE (DOUBLE LINE - PLAN VIEW)
PIPE BREAK (SINGLE LINE)
DIRT LEG
REDUCER (CONCENTRIC)
DROP (SINGLE LINE - PLAN VIEW)
RISE (SINGLE LINE - PLAN VIEW)
EXPANSION JOINT
FLEXIBLE CONNECTION
ANCHOR
PIPE GUIDE
THERMOSTATIC AIR VENT (STEAM ONLY)
THERMOSTATIC STEAM TRAP
THERMODYNAMIC STEAM TRAP
MANUAL AIR VENT
PRESSURE/TEMPERATURE WELL
VACUUM BREAKER
INVERTED BUCKET STEAM TRAP
BLIND FLANGE
FLOAT & THERMOSTATIC STEAM TRAP
THERMOMETER
PRESSURE GAUGE WITH GAUGE CLOCK
END CAP
SAFTEY RELIEF VALVE
FLOW MEASURING DEVICE
FLOW SWITCH
ANGLE VALVE (PLAN VIEW)
ANGLE VALVE (SECTION VIEW)
STRAINER, DUPLEX
SOLENOID VALVE
CHECK VALVE
PRESSURE REDUCING VALVE
GLOBE VALVE
BUTTERFLY VALVE
PLUG VALVE
GATE VALVE
BALL VALVE
SERVICE
EQUIPMENT
NOT
REQUIRING
ELECTRIC
SEE SCHEDULE FOR
PERFORMANCE
REQUIREMENTS SERVICE
EQUIPMENT
REQUIRING
ELECTRIC
VB
FM
SUPPLY LINES
FUTURE
DEMO/EXISTING TO BE REMOVED
NEW WORK
EXISTING
RETURN LINES
WATER METER DIAL TYPE
FLOAT OPERATED VALVE
CO
VALVE IN VERTICAL
NOTE: REFER TO SCHEDULES FOR DEFINITION OF EQUIPMENT SPECIFIC DATA LISTED WITHIN TAG BLOCKS.
EXPANSION TANK
BOILER
AIR SEPARATOR
FINNED TUBE RADIATION
VARIABLE FREQUENCY DRIVE
UNIT HEATER
CABINET HEATER
COOLING COIL
REHEAT COIL
CHEMICAL FEED SYSTEM
PLATE AND FRAME
HEAT EXCHANGER
AIR TERMINAL BOX WITH
REHEAT COIL
OPPOSED BLADE DAMPER
PARALLEL BLADE DAMPER
W/ MODULATING ACTUATOR
W/ MODULATING ACTUATOR
W/ TWO POSITION ACTUATOR
BACKDRAFT DAMPER
AIR TERMINAL BOX
PARALLEL BLADE DAMPER
W/ TWO POSITION ACTUATOR
OPPOSED BLADE DAMPER
AIR VALVE
ROOF FAN
PREHEAT COIL
HEATING COIL
FILTER BANK
HUMIDIFIER
INLINE CENTRIFUGAL FAN
TUBEAXIAL OR VANEAXIAL FAN
INLET GUIDE VANES
CENTRIFUGAL FAN WITH
CENTRIFUGAL FAN
PUMP
HUMIDITY SENSOR OR HUMIDISTAT
REFER TO DRAWINGS ( ) FOR CONTINUATION
TEMPERATURE SENSOR OR THERMOSTAT
SUPPLY OR RETURN AIR RISER DESIGNATION
SYMBOL DESIGNATES ASSOCIATED
SYSTEM OR SERVICE (ie LPS)
SHEET NUMBER
REVISION NUMBER
DETAIL DESIGNATION
SHEET NUMBER
SECTION DESIGNATION
CONNECT NEW TO EXISTING
DESIGN CFM
DIFFUSER, GRILLE, REGISTER LETTER
A(200)
ALTERNATE CFM LOCATION
AAV
PIPING SYSTEM RISER DESIGNATION
DESIGNATOR (See schedule for ATD type)
UPBLAST CENTRIFUGAL FAN
PRESSURE TRANSMITTERP
BLANKED FOR 1-WAY BLOW SUPPLY DIFFUSER
BLANKED FOR 2-WAY BLOW SUPPLY DIFFUSER
BLANKED FOR 3-WAY BLOW SUPPLY DIFFUSER
BACKDRAFT DAMPER
SLIDE GATE DAMPER
AIR VOLUME TRAVERSE STATION
SELF-CLOSING FIRE DAMPER W/ACCESS DOOR
AUTOMATIC SMOKE DAMPER W/ACCESS DOOR
COMBINATION SMOKE/FIRE DAMPER W/ACCESS DOOR
ROOF EXHAUST FAN
ROOF EXHAUST FAN
RETURN OR EXHAUST AIR FLOW
AUTOMATIC CONTROL DAMPER W/ACCESS DOOR
MANUAL VOLUME DAMPER
SUPPLY AIR FLOW
UC 1/2"
LVDR 1.5 SF
UNDERCUT DOOR
LOUVERED DOOR
SFD
OR
BDD
SD
FD
SGD
AVS
ACD
DIFF/GRILLE
HARD
ACOUSTICALLY
LINED DUCT
ELBOW
CEILING DUCT
MTD DIFF/GRILLE
TAKEOFF TO
BULLHEAD SPLIT SUPPLY
RING DUCT
TAKEOFF TO
GOOD FOR
BOOT BYLINEAR
FLEXIBLE
OPEN END
DUCT W/VD &
1/2"x1/2" WMS
DUCT
LD MFR
SUPPLY CEILING
LINEAR DIFFUSER
(W/ 1" INTERNALLY
LINED SM PLENUM)
BRANCH CONN W/VD
FOR EVERY 4' OF
LINEAR DIFFUSER
SUPPLY SIDEWALL
RETURN/EXHAUST
REGISTER/GRILLE
SIDEWALL DUCT MTD
BULLHEAD CONVERGE
90° TAKE-OFF
DUCT
RING
SINGLE LINE
RISE/DROP
SINGLE LINE
STANDARD RADIUS ELBOW
SUPPLY/RETURN EXHAUST
( R = W )
w
R
SUPPLY DUCT DOWN
SUPPLY DUCT UP
DOUBLE LINE
EXHAUST
SUPPLY/RETURN/
RISE OR DROP
/EXHAUST
SUPPLY/RETURN
OFFSET
HORIZONTAL
RISE/DROP
DUCT DOWN
RETURN/EXHAUST
DUCT UP
RETURN/EXHAUST
DOUBLE LINE
STANDARD 4-WAY BLOW SUPPLY DIFFUSER
OR
OR
VD
ROUND RETURN OR
EXHAUST DUCT UPROUND SUPPLY DUCT UP
SHOWN ON ROOF
SHOWN ON FLOOR PLAN
ROUND SUPPLY DUCT DN
EXHAUST DUCT DN
ROUND RETURN OR
W/BRANCH TAKE-OFF
VOLUME DAMPER
VOLUME DAMPER
W/BRANCH TAKE-OFF
W/BRANCH TAKE-OFF
VOLUME DAMPER
VOLUME DAMPER (VD
W/BRANCH TAKE-OFF
VOLUME DAMPER
W/BRANCH TAKE-OFF
FOR EVERY 4' OF
BRANCH CONN W/VD
LINED SM PLENUM)
(W/ 1" INTERNALLY
LINEAR
IN LOW PRESSURE
SYSTEMS ONLY)
x x x x x x x
x
x
x
x
x
x
x
x
x
x
x
x
x
xEXISTING DUCT
TO BE REMOVED OR
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:24:13 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M002
HVAC LEGEND AND
ABBREVIATIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
E
S
W
(200)
XXX
MAV
PIPING LEGEND
EQUIPMENT TAG SYMBOLS & ABBREVIATIONS
FLOW DIAGRAM AND CONTROL DIAGRAM EQUIP SYMBOLS
CALL OUT SYMBOLS
DUCTWORK
UP
DN
TAV
PT
TD
T
F&T
IB
AAV
TAG
NO
TAG
NO
TAG
DATA
DATA
TAG
DATA
DATA
1
H3.1
1
H3.1
1
S/R
1
HWS
1
RH
VFD
C
C
C
C
PH
C
H
C
RH
STEAM PRESSURE GAUGE WITH A GAUGE COCK AND COIL SYPHON
THREE WAY AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR
AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR
AUTOMATIC FLOW CONTROL VALVE (PRESSURE INDEPENDENT)
PITCH PIPE DOWN IN DIRECTION OF FLOW
STRAINER, BASKET TYPE W/DRAIN VALVE, HOSE BIBB & CAP
QUICK CLOSING VALVE, FUSIBLE LINK (USED WITH FUELS)
QUICK OPENING VALVE (USED WITH BLOW DOWN)
REDUCER (ECCENTRIC-FLAT ON BOTTOM OR FLAT ON TOP)
AUTOMATIC AIR VENT WITH ISOLATION VALVE
UNION OR FLANGE (AS INDICATED BY PIPE SIZE - SEE SPEC.)
THREE WAY AUTOMATIC CONTROL VALVE, TWO POSITION ACTUATOR
AUTOMATIC CONTROL VALVE, TWO POSITION ACTUATOR
STRAINER W/BALL VALVE, HOSE BIBB & CAP (GATE VALVE FOR STEAM)
BALL VALVE WITH HOSE BIBB, CAP & CHAIN (DRAIN VALVES)
BUTTERFLY VALVE WITH MEMORY STOP (BALANCING VALVE)
BALL VALVE WITH MEMORY STOP (BALANCING VALVE)
COMBINATION FLOWMETER/SHUT OFF/BALANCING VALVE (CIRCUIT SETTER)
TOP TAKEOFF
DROP (DOUBLE LINE - PLAN VIEW)
PIPE BREAK (DOUBLE LINE)
PITCH PIPE UP IN DIRECTION OF FLOW
DIRECTION OF FLOW IN PIPE
BOTTOM TAKEOFF
CLEAN-OUT FOR CONDENSATE DRAIN
RISE (DOUBLE LINE - PLAN VIEW)
PIPE BREAK (SINGLE LINE)
DIRT LEG
REDUCER (CONCENTRIC)
DROP (SINGLE LINE - PLAN VIEW)
RISE (SINGLE LINE - PLAN VIEW)
EXPANSION JOINT
FLEXIBLE CONNECTION
ANCHOR
PIPE GUIDE
THERMOSTATIC AIR VENT (STEAM ONLY)
THERMOSTATIC STEAM TRAP
THERMODYNAMIC STEAM TRAP
MANUAL AIR VENT
PRESSURE/TEMPERATURE WELL
VACUUM BREAKER
INVERTED BUCKET STEAM TRAP
BLIND FLANGE
FLOAT & THERMOSTATIC STEAM TRAP
THERMOMETER
PRESSURE GAUGE WITH GAUGE CLOCK
END CAP
SAFTEY RELIEF VALVE
FLOW MEASURING DEVICE
FLOW SWITCH
ANGLE VALVE (PLAN VIEW)
ANGLE VALVE (SECTION VIEW)
STRAINER, DUPLEX
SOLENOID VALVE
CHECK VALVE
PRESSURE REDUCING VALVE
GLOBE VALVE
BUTTERFLY VALVE
PLUG VALVE
GATE VALVE
BALL VALVE
SERVICE
EQUIPMENT
NOT
REQUIRING
ELECTRIC
SEE SCHEDULE FOR
PERFORMANCE
REQUIREMENTS SERVICE
EQUIPMENT
REQUIRING
ELECTRIC
VB
FM
SUPPLY LINES
FUTURE
DEMO/EXISTING TO BE REMOVED
NEW WORK
EXISTING
RETURN LINES
WATER METER DIAL TYPE
FLOAT OPERATED VALVE
CO
VALVE IN VERTICAL
NOTE: REFER TO SCHEDULES FOR DEFINITION OF EQUIPMENT SPECIFIC DATA LISTED WITHIN TAG BLOCKS.
EXPANSION TANK
BOILER
AIR SEPARATOR
FINNED TUBE RADIATION
VARIABLE FREQUENCY DRIVE
UNIT HEATER
CABINET HEATER
COOLING COIL
REHEAT COIL
CHEMICAL FEED SYSTEM
PLATE AND FRAME
HEAT EXCHANGER
AIR TERMINAL BOX WITH
REHEAT COIL
OPPOSED BLADE DAMPER
PARALLEL BLADE DAMPER
W/ MODULATING ACTUATOR
W/ MODULATING ACTUATOR
W/ TWO POSITION ACTUATOR
BACKDRAFT DAMPER
AIR TERMINAL BOX
PARALLEL BLADE DAMPER
W/ TWO POSITION ACTUATOR
OPPOSED BLADE DAMPER
AIR VALVE
ROOF FAN
PREHEAT COIL
HEATING COIL
FILTER BANK
HUMIDIFIER
INLINE CENTRIFUGAL FAN
TUBEAXIAL OR VANEAXIAL FAN
INLET GUIDE VANES
CENTRIFUGAL FAN WITH
CENTRIFUGAL FAN
PUMP
HUMIDITY SENSOR OR HUMIDISTAT
REFER TO DRAWINGS ( ) FOR CONTINUATION
TEMPERATURE SENSOR OR THERMOSTAT
SUPPLY OR RETURN AIR RISER DESIGNATION
SYMBOL DESIGNATES ASSOCIATED
SYSTEM OR SERVICE (ie LPS)
SHEET NUMBER
REVISION NUMBER
DETAIL DESIGNATION
SHEET NUMBER
SECTION DESIGNATION
CONNECT NEW TO EXISTING
DESIGN CFM
DIFFUSER, GRILLE, REGISTER LETTER
A(200)
ALTERNATE CFM LOCATION
AAV
PIPING SYSTEM RISER DESIGNATION
DESIGNATOR (See schedule for ATD type)
UPBLAST CENTRIFUGAL FAN
PRESSURE TRANSMITTERP
BLANKED FOR 1-WAY BLOW SUPPLY DIFFUSER
BLANKED FOR 2-WAY BLOW SUPPLY DIFFUSER
BLANKED FOR 3-WAY BLOW SUPPLY DIFFUSER
BACKDRAFT DAMPER
SLIDE GATE DAMPER
AIR VOLUME TRAVERSE STATION
SELF-CLOSING FIRE DAMPER W/ACCESS DOOR
AUTOMATIC SMOKE DAMPER W/ACCESS DOOR
COMBINATION SMOKE/FIRE DAMPER W/ACCESS DOOR
ROOF EXHAUST FAN
ROOF EXHAUST FAN
RETURN OR EXHAUST AIR FLOW
AUTOMATIC CONTROL DAMPER W/ACCESS DOOR
MANUAL VOLUME DAMPER
SUPPLY AIR FLOW
UC 1/2"
LVDR 1.5 SF
UNDERCUT DOOR
LOUVERED DOOR
SFD
OR
BDD
SD
FD
SGD
AVS
ACD
DIFF/GRILLE
HARD
ACOUSTICALLY
LINED DUCT
ELBOW
CEILING DUCT
MTD DIFF/GRILLE
TAKEOFF TO
BULLHEAD SPLIT SUPPLY
RING DUCT
TAKEOFF TO
GOOD FOR
BOOT BYLINEAR
FLEXIBLE
OPEN END
DUCT W/VD &
1/2"x1/2" WMS
DUCT
LD MFR
SUPPLY CEILING
LINEAR DIFFUSER
(W/ 1" INTERNALLY
LINED SM PLENUM)
BRANCH CONN W/VD
FOR EVERY 4' OF
LINEAR DIFFUSER
SUPPLY SIDEWALL
RETURN/EXHAUST
REGISTER/GRILLE
SIDEWALL DUCT MTD
BULLHEAD CONVERGE
90° TAKE-OFF
DUCT
RING
SINGLE LINE
RISE/DROP
SINGLE LINE
STANDARD RADIUS ELBOW
SUPPLY/RETURN EXHAUST
( R = W )
w
R
SUPPLY DUCT DOWN
SUPPLY DUCT UP
DOUBLE LINE
EXHAUST
SUPPLY/RETURN/
RISE OR DROP
/EXHAUST
SUPPLY/RETURN
OFFSET
HORIZONTAL
RISE/DROP
DUCT DOWN
RETURN/EXHAUST
DUCT UP
RETURN/EXHAUST
DOUBLE LINE
STANDARD 4-WAY BLOW SUPPLY DIFFUSER
OR
OR
VD
ROUND RETURN OR
EXHAUST DUCT UPROUND SUPPLY DUCT UP
SHOWN ON ROOF
SHOWN ON FLOOR PLAN
ROUND SUPPLY DUCT DN
EXHAUST DUCT DN
ROUND RETURN OR
W/BRANCH TAKE-OFF
VOLUME DAMPER
VOLUME DAMPER
W/BRANCH TAKE-OFF
W/BRANCH TAKE-OFF
VOLUME DAMPER
VOLUME DAMPER (VD
W/BRANCH TAKE-OFF
VOLUME DAMPER
W/BRANCH TAKE-OFF
FOR EVERY 4' OF
BRANCH CONN W/VD
LINED SM PLENUM)
(W/ 1" INTERNALLY
LINEAR
IN LOW PRESSURE
SYSTEMS ONLY)
x x x x x x x
x
x
x
x
x
x
x
x
x
x
x
x
x
xEXISTING DUCT
TO BE REMOVED OR
E
S
W
(200)
XXX
MAV
PIPING LEGEND
EQUIPMENT TAG SYMBOLS & ABBREVIATIONS
FLOW DIAGRAM AND CONTROL DIAGRAM EQUIP SYMBOLS
CALL OUT SYMBOLS
DUCTWORK
UP
DN
TAV
PT
TD
T
F&T
IB
AAV
TAG
NO
TAG
NO
TAG
DATA
DATA
TAG
DATA
DATA
1
H3.1
1
H3.1
1
S/R
1
HWS
1
RH
VFD
C
C
C
C
PH
C
H
C
RH
STEAM PRESSURE GAUGE WITH A GAUGE COCK AND COIL SYPHON
THREE WAY AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR
AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR
AUTOMATIC FLOW CONTROL VALVE (PRESSURE INDEPENDENT)
PITCH PIPE DOWN IN DIRECTION OF FLOW
STRAINER, BASKET TYPE W/DRAIN VALVE, HOSE BIBB & CAP
QUICK CLOSING VALVE, FUSIBLE LINK (USED WITH FUELS)
QUICK OPENING VALVE (USED WITH BLOW DOWN)
REDUCER (ECCENTRIC-FLAT ON BOTTOM OR FLAT ON TOP)
AUTOMATIC AIR VENT WITH ISOLATION VALVE
UNION OR FLANGE (AS INDICATED BY PIPE SIZE - SEE SPEC.)
THREE WAY AUTOMATIC CONTROL VALVE, TWO POSITION ACTUATOR
AUTOMATIC CONTROL VALVE, TWO POSITION ACTUATOR
STRAINER W/BALL VALVE, HOSE BIBB & CAP (GATE VALVE FOR STEAM)
BALL VALVE WITH HOSE BIBB, CAP & CHAIN (DRAIN VALVES)
BUTTERFLY VALVE WITH MEMORY STOP (BALANCING VALVE)
BALL VALVE WITH MEMORY STOP (BALANCING VALVE)
COMBINATION FLOWMETER/SHUT OFF/BALANCING VALVE (CIRCUIT SETTER)
TOP TAKEOFF
DROP (DOUBLE LINE - PLAN VIEW)
PIPE BREAK (DOUBLE LINE)
PITCH PIPE UP IN DIRECTION OF FLOW
DIRECTION OF FLOW IN PIPE
BOTTOM TAKEOFF
CLEAN-OUT FOR CONDENSATE DRAIN
RISE (DOUBLE LINE - PLAN VIEW)
PIPE BREAK (SINGLE LINE)
DIRT LEG
REDUCER (CONCENTRIC)
DROP (SINGLE LINE - PLAN VIEW)
RISE (SINGLE LINE - PLAN VIEW)
EXPANSION JOINT
FLEXIBLE CONNECTION
ANCHOR
PIPE GUIDE
THERMOSTATIC AIR VENT (STEAM ONLY)
THERMOSTATIC STEAM TRAP
THERMODYNAMIC STEAM TRAP
MANUAL AIR VENT
PRESSURE/TEMPERATURE WELL
VACUUM BREAKER
INVERTED BUCKET STEAM TRAP
BLIND FLANGE
FLOAT & THERMOSTATIC STEAM TRAP
THERMOMETER
PRESSURE GAUGE WITH GAUGE CLOCK
END CAP
SAFTEY RELIEF VALVE
FLOW MEASURING DEVICE
FLOW SWITCH
ANGLE VALVE (PLAN VIEW)
ANGLE VALVE (SECTION VIEW)
STRAINER, DUPLEX
SOLENOID VALVE
CHECK VALVE
PRESSURE REDUCING VALVE
GLOBE VALVE
BUTTERFLY VALVE
PLUG VALVE
GATE VALVE
BALL VALVE
SERVICE
EQUIPMENT
NOT
REQUIRING
ELECTRIC
SEE SCHEDULE FOR
PERFORMANCE
REQUIREMENTS SERVICE
EQUIPMENT
REQUIRING
ELECTRIC
VB
FM
SUPPLY LINES
FUTURE
DEMO/EXISTING TO BE REMOVED
NEW WORK
EXISTING
RETURN LINES
WATER METER DIAL TYPE
FLOAT OPERATED VALVE
CO
VALVE IN VERTICAL
NOTE: REFER TO SCHEDULES FOR DEFINITION OF EQUIPMENT SPECIFIC DATA LISTED WITHIN TAG BLOCKS.
EXPANSION TANK
BOILER
AIR SEPARATOR
FINNED TUBE RADIATION
VARIABLE FREQUENCY DRIVE
UNIT HEATER
CABINET HEATER
COOLING COIL
REHEAT COIL
CHEMICAL FEED SYSTEM
PLATE AND FRAME
HEAT EXCHANGER
AIR TERMINAL BOX WITH
REHEAT COIL
OPPOSED BLADE DAMPER
PARALLEL BLADE DAMPER
W/ MODULATING ACTUATOR
W/ MODULATING ACTUATOR
W/ TWO POSITION ACTUATOR
BACKDRAFT DAMPER
AIR TERMINAL BOX
PARALLEL BLADE DAMPER
W/ TWO POSITION ACTUATOR
OPPOSED BLADE DAMPER
AIR VALVE
ROOF FAN
PREHEAT COIL
HEATING COIL
FILTER BANK
HUMIDIFIER
INLINE CENTRIFUGAL FAN
TUBEAXIAL OR VANEAXIAL FAN
INLET GUIDE VANES
CENTRIFUGAL FAN WITH
CENTRIFUGAL FAN
PUMP
HUMIDITY SENSOR OR HUMIDISTAT
REFER TO DRAWINGS ( ) FOR CONTINUATION
TEMPERATURE SENSOR OR THERMOSTAT
SUPPLY OR RETURN AIR RISER DESIGNATION
SYMBOL DESIGNATES ASSOCIATED
SYSTEM OR SERVICE (ie LPS)
SHEET NUMBER
REVISION NUMBER
DETAIL DESIGNATION
SHEET NUMBER
SECTION DESIGNATION
CONNECT NEW TO EXISTING
DESIGN CFM
DIFFUSER, GRILLE, REGISTER LETTER
A(200)
ALTERNATE CFM LOCATION
AAV
PIPING SYSTEM RISER DESIGNATION
DESIGNATOR (See schedule for ATD type)
UPBLAST CENTRIFUGAL FAN
PRESSURE TRANSMITTERP
BLANKED FOR 1-WAY BLOW SUPPLY DIFFUSER
BLANKED FOR 2-WAY BLOW SUPPLY DIFFUSER
BLANKED FOR 3-WAY BLOW SUPPLY DIFFUSER
BACKDRAFT DAMPER
SLIDE GATE DAMPER
AIR VOLUME TRAVERSE STATION
SELF-CLOSING FIRE DAMPER W/ACCESS DOOR
AUTOMATIC SMOKE DAMPER W/ACCESS DOOR
COMBINATION SMOKE/FIRE DAMPER W/ACCESS DOOR
ROOF EXHAUST FAN
ROOF EXHAUST FAN
RETURN OR EXHAUST AIR FLOW
AUTOMATIC CONTROL DAMPER W/ACCESS DOOR
MANUAL VOLUME DAMPER
SUPPLY AIR FLOW
UC 1/2"
LVDR 1.5 SF
UNDERCUT DOOR
LOUVERED DOOR
SFD
OR
BDD
SD
FD
SGD
AVS
ACD
DIFF/GRILLE
HARD
ACOUSTICALLY
LINED DUCT
ELBOW
CEILING DUCT
MTD DIFF/GRILLE
TAKEOFF TO
BULLHEAD SPLIT SUPPLY
RING DUCT
TAKEOFF TO
GOOD FOR
BOOT BYLINEAR
FLEXIBLE
OPEN END
DUCT W/VD &
1/2"x1/2" WMS
DUCT
LD MFR
SUPPLY CEILING
LINEAR DIFFUSER
(W/ 1" INTERNALLY
LINED SM PLENUM)
BRANCH CONN W/VD
FOR EVERY 4' OF
LINEAR DIFFUSER
SUPPLY SIDEWALL
RETURN/EXHAUST
REGISTER/GRILLE
SIDEWALL DUCT MTD
BULLHEAD CONVERGE
90° TAKE-OFF
DUCT
RING
SINGLE LINE
RISE/DROP
SINGLE LINE
STANDARD RADIUS ELBOW
SUPPLY/RETURN EXHAUST
( R = W )
w
R
SUPPLY DUCT DOWN
SUPPLY DUCT UP
DOUBLE LINE
EXHAUST
SUPPLY/RETURN/
RISE OR DROP
/EXHAUST
SUPPLY/RETURN
OFFSET
HORIZONTAL
RISE/DROP
DUCT DOWN
RETURN/EXHAUST
DUCT UP
RETURN/EXHAUST
DOUBLE LINE
STANDARD 4-WAY BLOW SUPPLY DIFFUSER
OR
OR
VD
ROUND RETURN OR
EXHAUST DUCT UPROUND SUPPLY DUCT UP
SHOWN ON ROOF
SHOWN ON FLOOR PLAN
ROUND SUPPLY DUCT DN
EXHAUST DUCT DN
ROUND RETURN OR
W/BRANCH TAKE-OFF
VOLUME DAMPER
VOLUME DAMPER
W/BRANCH TAKE-OFF
W/BRANCH TAKE-OFF
VOLUME DAMPER
VOLUME DAMPER (VD
W/BRANCH TAKE-OFF
VOLUME DAMPER
W/BRANCH TAKE-OFF
FOR EVERY 4' OF
BRANCH CONN W/VD
LINED SM PLENUM)
(W/ 1" INTERNALLY
LINEAR
IN LOW PRESSURE
SYSTEMS ONLY)
x x x x x x x
x
x
x
x
x
x
x
x
x
x
x
x
x
xEXISTING DUCT
TO BE REMOVED OR
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:24:20 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M002 - U
HVAC LEGEND AND
ABBREVIATIONS -
UNDERGROUND
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
20"x10"
AHU
5
22"x12"20"x10"20"x10"48"x24"
34"x18"
34"x18"
40"x20"
34"x18"20"x20"20"x10"3.1
R
3.2
R
3.4
R
3.3
R
3.5
R
3.1
S
3.2
S
3.4
S
3.3
S
3.5
S
FCU
4
34"x30"34"x30"EXHAUST LOUVER LOCATED ABOVE ACCESS DOOR.
(5.25 SQ. FT. NET FREE AREA)
RF
3
63"x24"
23292827262524 22
A
D
D.9
F.3
E.5
D.4
D.3
C.9
24.328.4
D.8
E
F
E.7
C
25.526.527.127.3 25.7
D.7
E.1
25.3
18"x12"
18"x12"
18"x12"
24"x18"
FCU
4
FCU
4
VAV
1900 CFM
1900 CFM
1425 CFM
3
VAV
3035 CFM
3035 CFM
2300 CFM
1
VAV
1900 CFM
1900 CFM
1425 CFM
4
VAV
4200 CFM
4200 CFM
3150 CFM
5
VAV
1900 CFM
1900 CFM
1425 CFM
2
1
2
3
4
5
FCU
2
FCU
3
EHU
2
B-2 (155)
(TYP. 2)
8"ø
14"x10"
C3 (160)
16"x10"
FCU
5
8"x4"
BALANCE TO
50 CFM
VAV-1SC VAV-2SC VAV-3SC VAV-4SC VAV-5SC
OUTSIDE AIR INTAKE DUCT UP TO LEVEL G
32"x14"
20"x10"
20"x10"
54"x18"
34"x30"
FD FDFDFD FD FD
SFD (TOP AND BOTTOM)
2HR RATED DUCT
(TOP AND BOTTOM)
(SEE RISER DIAGRAM FOR RATED DUCTWORK EXTENTS)60"x24"THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:24:39 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M20LL
HVAC LL DUCTWORK PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 HVAC DUCTWORK - LEVEL LL
NO. DATE DESCRIPTION
AHU5P3P1P4P6P5P2FCU46" CHWS6" CHWS2329282726252422ADD.9F.3HEXKE.5D.4GD.3C.924.328.4D.8EFE.7CBE.33025.5G.626.527.127.325.7D.7E.125.324.5F.9??L01LOWER LOBBYL03MAIN ELECTRICALROOMST L04STAIR 4EL L04ELEVATOR 4????L06ELEVATOR CONTROLROOML05EMERGENCYELECTRICALL01CBLDG STORAGE12" CHWS12" CHWREXISTING CAMPUS CHWS/CHWR MAINS12" CHWS12" CHWR12" CHWR12" CHWS75FCU4FCU4EHU2FCU3FCU53/4" HWR3/4" HWS1 1/4" CHWS1 1/4" CHWR1" CHWS1" CHWR3/4" CHWS3/4" CHWR2" HWS2" HWR2" HWS2" HWRFCU2THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 1/8" = 1'-0"4/5/2018 12:47:33 PMC:\Users\cstellberger\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_cstellberger.rvt4786.000M30LLHVAC LL PIPING PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018 1/8" = 1'-0"1HVAC PIPING - LEVEL LLNO. DATE DESCRIPTION
29
28 27 26 25
A
D
D.9
F.3
H
EXK
E.5
D.4
G
D.3
C.9
28.4
D.8
E
F
E.7
C
B
E.3
30
25.5
G.6
26.527.127.3 25.7
D.7
E.1
25.3
F.9
CONNECT TO EXISTING CHILLED WATER MAINS.
MATCH ELEVATION OF EXISTING MAINS.
CONNECT TO EXISTING CHILLED WATER MAINS.
MATCH ELEVATION OF EXISTING MAINS.
L03
MAIN ELECTRICAL
ROOM
ST L04
STAIR 4
EL L04
ELEVATOR 4
L06
ELEVATOR CONTROL
ROOM
L05
EMERGENCY
ELECTRICAL
L01C
BLDG STORAGE
12" CHWS
12" CHWR
12" CHWS12" CHWREXISTING CAMPUS CHWS/CHWR MAINS
EXISTING CAMPUS CHWS/CHWR MAINS
12" CHWS12" CHWRNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/4" = 1'-0"4/5/2018 6:24:30 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M03LL - U
HVAC LL PIPING PLAN -
UNDERGROUND
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/4" = 1'-0"1 HVAC PIPING - LEVEL LL - UNDERGROUND
NO. DATE DESCRIPTION
DN
AG-1
8"Ø ID- 10"Ø OD GENERATOR EXHAUST.
SEE SPECIFICATIONS FOR REQUIREMENTS.
8"Ø ID-10"Ø OD GENERATOR
EXHAUST CONTINUES UPWARD
THROUGH BUILDING AND
TERMINATES 2'-0" ABOVE ROOF
RIGLINE.
2"Ø FUEL OIL VENT
TERMINATE 10'-0" ABOVE GRADE
2"Ø FUEL OIL FILL BOX (SEE NOTE)
MOUNT FILL BOX MIN. 3'-0" ABOVE GRADE
1
GENERAL NOTES:
1.PROVIDE HORIZONTAL SPILL CONTAINER FILL BOX MODEL 2 MANUFACTURED BY PREFERRED UTILITIES
MANUFACTURING. UNIT SHALL BE PROVIDED WITH AN OVERFILL ALARM (AUDIBLE HORN AND VISUAL LIGHT) BASED ON
A SIGNAL FROM A TANK MOUNTED FLOAT STYLE SWITCH. UNIT SHALL BE PROVIDED WITH TANK VOLUMETRIC DISPLAY
AND A TANK GAUGE.
1
BELLOWS TYPE
EXPANSION JOINT
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:24:59 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M101
HVAC GENERATOR PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/27/18 PACKAGE 4 - ADDENDUM #2
1/8" = 1'-0"1 HVAC GENERATOR - LEVEL LL
DN
FCU
1
FCU
1
2.1
R
1.1
R
1.1
S
2.1
S
2
S
1
TE
36"x10"16"x16"
22"x12"
FCU
2
FCU
2
3.1
R
3.2
R
3.4
R
3.3
R
3.5
R
3.1
S
3.2
S
3.4
S
3.3
S
3.5
S
FCU
2
FCU
2
23 21 20 19 18 17 16 15 14 13 12 11 10 9282726252422
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7 25.3
F.9
20"x10"
(TYP. 4)
B-2 (200)
C4 (225)
C4 (225)
C3 (150)
C2 (75)20"x10"20"x12"24"x16"
14"ø14"ø14"ø
14"ø
14"ø
B-4 (300)
(TYP. 14)
10"x10"
12"x12"22"x10"12"x8"
12"x8"
20"x12"
14"x12"
8"x8"
VAV-1
120 CFM
120 CFM
75 CFM
1
1
VAV-1
60 CFM
60 CFM
60 CFM
2
VAV-1
120 CFM
120 CFM
75 CFM
3
VAV-2
360 CFM
360 CFM
125 CFM
5
VAV-2
140 CFM
130 CFM
100 CFM
6
VAV-2
360 CFM
360 CFM
125 CFM
7
VAV-2
195 CFM
175 CFM
135 CFM
8
VAV-2
390 CFM
390 CFM
150 CFM
9
VAV-3
520 CFM
520 CFM
125 CFM
10
VAV-3
675 CFM
450 CFM
175 CFM
15
VAV-2
220 CFM
220 CFM
90 CFM
16
VAV-2
675 CFM
450 CFM
175 CFM
17
VAV-2
270 CFM
210 CFM
70 CFM
18
VAV-3
675 CFM
450 CFM
175 CFM
14
VAV-1
60 CFM
60 CFM
50 CFM
13
VAV-3
675 CFM
450 CFM
175 CFM
12
VAV-2
225 CFM
180 CFM
70 CFM
11
VAV-4
800 CFM
800 CFM
200 CFM
19
2
6
7
8
9
10
11
12
13
14
15
16
17
18
19
8"ø
(TYP. 4)
12"x10"
14"x12"
(TYP 2)
VAV-1
140 CFM
140 CFM
100 CFM
22
FCU
3
12" x 8" RETURN
TRANSFER DUCT
(TYP 11)
(TYP 2)
B-2 (50)
(TYP 2)
B-1 (85)
B-1 (85)
22" x 8" RETURN
TRANSFER DUCT
(TYP 2)
VAV-1
140 CFM
130 CFM
100 CFM
23
23
10"x10"
21
B-1 (75)
B-1 (75)
B-1 (75)
A2 (135)
(TYP 5)
A2 (135)
(TYP. 5)
A2 (140)
(TYP. 5)
A2 (135)
(TYP. 5)
A1 (100)
(TYP. 4)
A1 (100)
(TYP. 4)
10"x10"
10"x10"
12"x10"
20"x14"
B-4 (305)
(TYP. 10)
VAV-2
400 CFM
300 CFM
200 CFM
24
VAV-2
400 CFM
300 CFM
200 CFM
25
B-2 (135)
B-2 (110)
B-2 (110)
22
10"x8"
16"x8"
10"x8"
12"x8"
12"x8"
12"x10"
1
1
1
1
1
11
1
1
1
1
1
14"ø
20
VAV-3
520 CFM
520 CFM
250 CFM
21
VAV-3
650 CFM
650 CFM
320 CFM
20
FCU
1
12"x10"10"x10"12"x12"
12"x12"
12"x12"
8"x8"
24"x12"
1
CB-G-01
CB-G-02
CB-G-03
CB-G-04
CB-G-05
CB-G-09
CB-G-08
CB-G-07
CB-G-06
CB-G-15
CB-G-16
CB-G-17
CB-G-18 CB-G-19 CB-G-20 CB-G-21 CB-G-25 CB-G-26
CB-G-29 CB-G-30 CB-G-31
CB-G-32
CB-G-33
CB-G-34
CB-G-35
CB-G-27
CB-G-12
CB-G-010
CB-G-011
CB-G-13
CB-G-14
6"ø
CB-G-22
CB-G-23
CB-G-24
8"x8"
CB-G-28
24
25
AHU-5 OUTSIDE AIR INTAKE
(20 SQ. FT. NET FREE AREA)
32"x14" OUTSIDE AIR INTAKE
DUCT UP FROM LOWER LEVEL.
16"x12"
3
VAV-6 VAV-7 VAV-7 VAV-8 VAV-6 VAV-8 VAV-8 VAV-7 VAV-8 VAV-7 VAV-9 VAV-6 VAV-7 VAV-7
5
18"ø18"ø3
14"x12"
4
R
4
S
SOUTH
ENTRY
VESTIBULE
007V
TLR
CLASSROOM
011
ELEVATOR
4
EL004
DIGITAL
MEDIA
HUB
012
SC
SECURE
STACKS
003
SC
SECURE
STACKS
005
MAIN
HALL
001
COLLAB
ROOM
009B
TELECOM
001A
ELEC
001B
CENTRAL
SERVICE
POINT
SUPPORT
004
WOMEN
T001
JANITOR
012G
COLLAB
ROOM
012E
COMPUTER
CLASSROOM
012D
MEDIA
PRODUCTION
STUDIO
012B
FA. CL
001F
PRE
ACTION
001C
WEST
VESTIBULE
010V
SC
SECURE
CORR.
005A
ELEVATOR
1
EL001
ELEVATOR
3
EL003
STAIR 2
ST002
STAIR 1
ST001
OFFICE
009G
STAFF
WORKROOM
009
COLLAB
ROOM
009D OFFICE
009C
OFFICE
009A
OPEN
COLLAB
010
ELEVATOR
CONTROL
ROOM
012H
SOUTH
ENTRY
007
STAIR 3
(OCULUS)
ST003
CENTRAL
SERVICE
POINT
001D
COLLAB
ROOM
012F
BOILER
ROOM
002
STAIR 4
ST004
ELEVATOR
2
EL002
COLLAB
ROOM
010A
MEN
T002
STORAGE
009F
OFFICE
009E
CLOSET
011A
AV CL.
011B
SHAFT
S004
CORR
006
OFFICE
009H
OFFICE
009J
OFFICE
009K
OFFICE
009L
PHONE
001E
PHONE
010B
ELEVATOR
CONTROL
003A
FCU
1 36"x10"1
12"x8"
8"x8"
12"x8"
6"ø
12"x8"
14"x10"
10"x8"
1
1
10"x8"
10"x8"
C2 (50)
C4 (350)
10"x10"
(TYP. 2)
12"x10"
1
4
VAV-1
130 CFM
130 CFM
80 CFM
4
14"x12"
1
40"x12" OED W/ WMS
BALANCE TO 1,365 CFM
(TYP. 2)
1
12"ø
(TYP. 10)
1
8"ø
(TYP. 4)
16"x8" OED W/ WMS
BALANCE TO 400 CFM
5
R
5
S
1
1
8"ø
(TYP. 4)
1
4 5 1
1
30"x12" OED W/ WMS
BALANCE TO 1,170 CFM1
48x18" OED W/ WMS
BALANCE TO 3,780 CFM
12"ø
(TYP. 14)
1
1
(TYP. ALL LOCATIONS)
10"x10"
16"x16"
1
C2 (50)
C2 (50)
1
20"x12" OED W/ WMS
BALANCE TO 695 CFM
1
1
(TYP. ALL LOCATIONS)
1 16"x10"
10"x8"
SFD IN
FLOOR SLAB
1
20"x12"
SFD IN
FLOOR SLAB
SFD IN
FLOOR SLAB
1
SFD IN
FLOOR SLAB
FCU
3
1
GENERAL NOTES:
1.ALL DUCTED CHILLED BEAMS REQUIRE 24"x24" ACCESS PANEL LOCATED
SUCH THAT VALVES AND BACK OF COIL ARE ACCESSIBLE.
2.ALL DUCTED CHILLED BEAMS ARE TO BE DUCTED TO A CONTINUOUS LINEAR
DIFFUSER WITH FIELD FABRICATED PLENUM. SEE DETAIL 10 ON SHEET M503.
3. ALL CHILLED BEAMS PRIMARY AIR DUCT SHALL BE 6"Ø UNLESS OTHERWISE
NOTED.
4.ALL VAV INLET DUCTWORK SHALL BE SIZED PER DETAIL #1 ON SHEET M503.
5.ALL DIFFUSER DUCTWORK SHALL BE SIZED PER NECK SIZE LISTED ON DIFFUSER
SCHEDULE ON SHEET M602.
6.ALL PLENUM RETURN DIFFUSERS SHALL BE TYPE C1 UNLESS OTHERWISE
NOTED.
KEY NOTES:
CONTINUOUS LINEAR DIFFUSER EXTENTS OF DETAIL LINE. ACTIVE LENGTHS ONLY
WHERE CHILLED BEAMS OR DIFFUSERS ARE LOCATED. ALL REMAINING LENGTHS
SHALL BE PROVIDED WITH BLANK OFF COVERS AS NEEDED. LINEAR DIFFUSER
SHALL BE 1 SLOT, 2" SLOT WIDTH TO MATCH ACTIVE SECTION.
FABRICAIRE DUCT 40'-0" IN LENGTH 1'-1" IN HEIGHT AND 2'-2" IN WIDTH. PROVIDE
TYPE-11 D-SHAPED T RAIL MOUNTING. MATERIAL SHALL BE FABRICAIRE COMBI-20
SONIC FLOW.
BEAM PENETRATION NEEDED IN THIS LOCATION. PENETRATION SHALL BE 3"
GREATER BOTH IN HEIGHT AND WIDTH THAN DUCT SIZE.
1
2
3
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:25:13 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M200G1
HVAC LEVEL G SOUTH
DUCTWORK PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 HVAC DUCTWORK - LEVEL G - SOUTH
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
30"x12" OED W/ WMS (BALANCE TO 960 CFM)4
36"x12" OED W/ WMS (BALANCE TO 1,315 CFM)5
DN
50"x18"22"x14"
RETURN
OPENING:
10' WIDE BY
8' TALL.
A1 (200)
VAV-4
1000 CFM
750 CFM
300 CFM
1
(TYP 5)
(TYP. 6)
11 10 9 8 7 6 3 2 - 1
D
D.9
F.3
H
J
- K
EXK
4
E.5
5
D.4
G
1.7
D.3
C.9
D.8
E
F
E.7
C
D.1
B
E.3
G.6
1
K.1
K
015
GENERAL
COLLECTIONS
015A
OPEN READING
014
MECHANICAL
SOUND ATTENUATOR:
120" X 96" VIBRO-
ACOUSTICS SRD OR
SIMILAR.
AHU
4
120"x96"
120"x96"
OA LOUVER: 25 SQ.
FT. NET FREE
AREA REQUIRED.
10"x10"
20"x10"
B-2 (200)
(TYP 6)36"x18"(TYP 5)B-2 (200)
8"ø
(TYP 6)
10"x10"
10"x10"
RF
2
RF
1
ABOVE
BELOW
EHU
1
A1 (165)
1
2
VAV-4
1200 CFM
1200 CFM
500 CFM
2
VAV-4
1200 CFM
1200 CFM
500 CFM
3
VAV-4
1000 CFM
1000 CFM
300 CFM
4
VAV-4
990 CFM
600 CFM
250 CFM
5
VAV-4
1200 CFM
1200 CFM
500 CFM
6
VAV-4
1200 CFM
1200 CFM
500 CFM
7
3
4
5
6
7
16"x10"
(TYP 6)
20"x10"
B-2 (200)
8"ø
(TYP 6)
10"x10"
10"x10"16"x10"
(TYP 6)
48"x24"
40"x20"
8"ø
(TYP 6)
20"x10"
10"x10"
B-2 (200)
(TYP 6)
8"ø
(TYP 6)
20"x10"
B-2 (200)8"ø
10"x10"
20"x10"
10"x10"
(TYP 5)
FCU
1 56"x18"28"x14"
8"ø
(TYP. 6)
18"x10"
12"x10"20"x10"12"x10"
36"x36"2" OF CLOSED-CELL
FOAM LINING AROUND
PLENUM.
VAV-9 VAV-10 VAV-10 VAV-9 VAV-9 VAV-10 VAV-10
3
12"x10"
8"ø
(TYP 5)
(TYP. ALL LOCATIONS)
ACD
1
1
1
1
GENERAL NOTES:
1.ALL DUCTED CHILLED BEAMS REQUIRE 24"x24" ACCESS PANEL LOCATED
SUCH THAT VALVES AND BACK OF COIL ARE ACCESSIBLE.
2.ALL DUCTED CHILLED BEAMS ARE TO BE DUCTED TO A CONTINUOUS LINEAR
DIFFUSER WITH FIELD FABRICATED PLENUM. SEE DETAIL 10 ON SHEET M503.
3. ALL CHILLED BEAMS PRIMARY AIR DUCT SHALL BE 6"Ø UNLESS OTHERWISE
NOTED.
4.ALL VAV INLET DUCTWORK SHALL BE SIZED PER DETAIL #1 ON SHEET M503.
5.ALL DIFFUSER DUCTWORK SHALL BE SIZED PER NECK SIZE LISTED ON DIFFUSER
SCHEDULE ON SHEET M602.
6.ALL PLENUM RETURN DIFFUSERS SHALL BE TYPE C1 UNLESS OTHERWISE
NOTED.
KEY NOTES:
CONTINUOUS LINEAR DIFFUSER EXTENTS OF DETAIL LINE. ACTIVE LENGTHS ONLY
WHERE CHILLED BEAMS OR DIFFUSERS ARE LOCATED. ALL REMAINING LENGTHS
SHALL BE PROVIDED WITH BLANK OFF COVERS AS NEEDED. LINEAR DIFFUSER
SHALL BE 1 SLOT, 2" SLOT WIDTH TO MATCH ACTIVE SECTION.
FABRICAIRE DUCT 40'-0" IN LENGTH 1'-1" IN HEIGHT AND 2'-2" IN WIDTH. PROVIDE
TYPE-11 D-SHAPED T RAIL MOUNTING. MATERIAL SHALL BE FABRICAIRE COMBI-20
SONIC FLOW.
BEAM PENETRATION NEEDED IN THIS LOCATION. PENETRATION SHALL BE 3"
GREATER BOTH IN HEIGHT AND WIDTH THAN DUCT SIZE.
1
2
3
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:25:24 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M200G2
HVAC LEVEL G NORTH
DUCTWORK PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 HVAC DUCTWORK - LEVEL G - NORTH
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
FCU
1
FCU
1
2.1
R 1.1
R
1.1
S
2.1
S
2
R
1
R
1
S
2
S
1
TE
FCU
2
FCU
2
3.2
R
3.4
R
3.3
R
3.2
S
3.4
S
3.3
S
23 21 20 19 18 17 16 15 14 13 12 11 10 9282726252422
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7 25.3
F.9
101C
PRE ACTION
ST102
STAIR 2
?
?
C2 (75)
C2 (75)C2 (75)
C2 (50)
8"x8"
12"x10"
18"ø 18"ø
FCU
1
22"x12"
18"x8"
22"x8"
22"x8"
VAV-2
200 CFM
200 CFM
100 CFM
18
VAV-1
90 CFM
90 CFM
50 CFM
5
VAV-1
90 CFM
90 CFM
75 CFM
3
VAV-2
195 CFM
195 CFM
75 CFM
1
VAV-1
130 CFM
130 CFM
75 CFM
6
VAV-2
260 CFM
260 CFM
120 CFM
2
14"x8"
12"x8"
8"x8"
1
2
3
5
6
VAV-2
250 CFM
250 CFM
100 CFM
7
7
8"x8"
10"x8"
VAV-2
300 CFM
160 CFM
100 CFM
11
11
VAV-2
330 CFM
330 CFM
150 CFM
13
13
18"x8"
VAV-1
100 CFM
100 CFM
50 CFM
16
16
18
VAV-2
300 CFM
300 CFM
150 CFM
15
15
16" X 12" RETURN
TRANSFER DUCT
FCU
3
4
R
4
S
5
R
5
S
12"x8"
CONTINUOUS LINEAR DIFFUSER
BASED ON TYPE FBR-20
(2" SLOT WITH RETURN HOOD)
VAV-2
385 CFM
175 CFM
100 CFM
12
12 B-1 (55)
B-1 (55)B-2 (125)B-2 (150)B-2 (175)B-2 (125)
10"x10"
10"x10"
9
B-1 (75)
B-1 (75)
17
103B
CONWAY - OFFICE
103F
CONWAY - OFFICE
A2 (200)
EAST
VESTIBULE
100V
EAST
ENTRY
100
SC
SECURE
STACKS
105
OFFICE
108D
LIBRARY
ADMINISTRATION
107
OFFICE
107D
GROUP
STUDY
108A
GROUP
STUDY
108J
NC HUB
- TLR
AND
ACADEMIC
SUCCESS
108
SEMINAR
ROOM
108F
ASSISTIVE
TECH
108H
MAIN
HALL
101
CONWAY
CENTER
103 BROWSING
ROOM
CLASSROOM
102
CAFE
SERVICE
110B
SERVICE
POINT
SUPPORT
104
W/GN
TOILET
ROOM
T101
M/GN
TOILET
ROOM
T102
TELECOM
101A
ELEC.
101B
CONWAY
-
SHARED
OFFICE
103A
CAFE
SUPPORT
110C
FIRE
ALARM
101F
READING
ROOM
110A
ELEVATOR
2
EL102
SC -
COLLECTIONS
WORKROOM
106
SC
OFFICE
106D
EXIT
PASSAGEWAY
111
STAIR 3
ST103
STAIR 1
ST101
ELEVATOR
1
EL101
ELEVATOR
3
EL103
OFFICE
- DEAN
OF
LIBRARIES
107C
CONWAY
-
OFFICE
103C
CONWAY
-
OFFICE
103E
MAIN
SERVICE
POINT
101D
GROUP
STUDY
108B
JANITOR
109A
M/GN
TOILET
ROOM
T103
STOR
102BAV CL.
102A
SC
DIGITIZATION
106A
STORAGE/AV
108G
SHAFT
S104
OFFICE
104A
GROUP
STUDY
104B
SC
SECURE
HALL
105B
OFFICE
108E
SHARED
OFFICE
108C
OFFICE
107B
OFFICE
107A
STOR
103D
SHAFT
S101
SHAFT
S102
AV CL.
103G
PHONE
101E
PHONE
108K
VEST.
105A
LOCKERS
101G
CAFE
SEATING
101H
4
18"x8"
12"x8"
12"x8"
CB-1-02CB-1-03
CB-1-01
CB-1-04
CB-1-05
CB-1-06
CB-1-07
CB-1-08
CB-1-15CB-1-14
CB-1-09
CB-1-10
CB-1-11
CB-1-13
CB-1-12
CB-1-16
CB-1-19
CB-1-20 CB-1-22
CB-1-21
CB-1-23 CB-1-24
CB-1-25
CB-1-26
CB-1-27
CB-1-28
CB-1-29
CB-1-30CB-1-31CB-1-32
CB-1-33
CB-1-59 CB-1-58
2
8
14
VAV-1
200 CFM
100 CFM
75 CFM
8
VAV-1
290 CFM
290 CFM
175 CFM
9
VAV-3
600 CFM
600 CFM
300 CFM
17
VAV-2
330 CFM
200 CFM
100 CFM
14
1
1
1
1
1
1
1
1
1
CONTINUOUS LINEAR DIFFUSER
BASED ON TYPE FBR-20
(2" SLOT WITH RETURN HOOD)
1
1
1
VAV-7 VAV-7 VAV-7 VAV-7 VAV-6
16"x10" OED W/ WMS
BALANCE TO 295 CFM
14"x10" OED W/ WMS
BALANCE TO 250 CFM
1
CB-3-78 8"x8"
8"x8"
12"x8"
12"x8"
12"x8"
CB-3-79
1
10"x6"
1
1
18"x12" OED W/ WMS
BALANCE TO 550 CFM
10"x8" OED W/ WMS
BALANCE TO 155 CFM
22"x12"20"x10"
20"x12"
20"x12"
1
FCU
3
8"ø
6"ø
B-2 (125)
B-1 (75)
10"x8"
SFDSFD10"x8"
14"x14"
14"x12"
12"x12"
18"x8" OED W/ WMS
BALANCE TO 550 CFM
30"x12" OED W/ WMS
BALANCE TO 850 CFM
(TYP. 2)1
1
30"x10" OED W/ WMS
BALANCE TO 750 CFM
1
8"x8"
12"x8"22"x12"3
(TYP. ALL LOCATIONS )
1
1
12"x8"
12"x8"
8"ø
12"x8"
8"ø
10"x8"
SFD
SFD
SFD SFDSFDSFD
SFD
SFD
SFD
SFD
12"x8"12"x8"
B3 (110)8"ø
30"x12" OED W/ WMS
BALANCE TO 1,080 CFM
1
3
(TYP. ALL LOCATIONS)
1
16"x10" BEAM PENETRATION FOR RETURN
AIRFLOW.
(TYP. ALL LOCATIONS IN THIS JEWL BOX)
1
14"x10" BEAM PENETRATION FOR RETURN
AIRFLOW.
(TYP. ALL LOCATIONS IN THIS JEWL BOX)
1
10
VAV-1
195 CFM
195 CFM
100 CFM
10
VAV-7
SFD
GENERAL NOTES:
1.ALL DUCTED CHILLED BEAMS REQUIRE 24"x24" ACCESS PANEL LOCATED
SUCH THAT VALVES AND BACK OF COIL ARE ACCESSIBLE.
2.ALL DUCTED CHILLED BEAMS ARE TO BE DUCTED TO A CONTINUOUS LINEAR
DIFFUSER WITH FIELD FABRICATED PLENUM. SEE DETAIL 10 ON SHEET M503.
3. ALL CHILLED BEAMS PRIMARY AIR DUCT SHALL BE 6"Ø UNLESS OTHERWISE
NOTED.
4.ALL VAV INLET DUCTWORK SHALL BE SIZED PER DETAIL #1 ON SHEET M503.
5.ALL DIFFUSER DUCTWORK SHALL BE SIZED PER NECK SIZE LISTED ON DIFFUSER
SCHEDULE ON SHEET M602.
6.ALL PLENUM RETURN DIFFUSERS SHALL BE TYPE C1 UNLESS OTHERWISE
NOTED.
KEY NOTES:
CONTINUOUS LINEAR DIFFUSER EXTENTS OF DETAIL LINE. ACTIVE LENGTHS ONLY
WHERE CHILLED BEAMS OR DIFFUSERS ARE LOCATED. ALL REMAINING LENGTHS
SHALL BE PROVIDED WITH BLANK OFF COVERS AS NEEDED. LINEAR DIFFUSER
SHALL BE 1 SLOT, 2" SLOT WIDTH TO MATCH ACTIVE SECTION.
FABRICAIRE DUCT 40'-0" IN LENGTH 1'-1" IN HEIGHT AND 2'-2" IN WIDTH. PROVIDE
TYPE-11 D-SHAPED T RAIL MOUNTING. MATERIAL SHALL BE FABRICAIRE COMBI-20
SONIC FLOW.
BEAM PENETRATION NEEDED IN THIS LOCATION. PENETRATION SHALL BE 3"
GREATER BOTH IN HEIGHT AND WIDTH THAN DUCT SIZE.
1
2
3
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:25:38 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M201
HVAC LEVEL 1 DUCTWORK
PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 HVAC DUCTWORK - LEVEL 1
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
2.1
R
1.1
R
1.1
S
2.1
S
2
R
1
R
1
S
2
S
1
TE
3.2
R
3.4
R
3.2
S
3.4
S
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8282726252422
A
D
D.9
F.3
H
J
- K
E.5
D.4
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.526.527.127.3 25.7 25.3
205
SC SECURE STACKS
204
SC EXHIBIT
201A
TELECOM201B
ELEC
201C
PRE ACTION
206D
SC OFFICE
208B
CAVERNO
208
NC HUB - ACADEMIC
SUCCESS
ST103
STAIR 3
210
READING ROOM
ST201
STAIR 1
EL201
ELEVATOR 1
EL203
ELEVATOR 3 ST202
STAIR 2
EL202
ELEVATOR 2
C1 (75)
18"ø 18"ø
22"x12"
CONTINUOUS LINEAR DIFFUSER
BASED ON TYPE FBR-20
(2" SLOT WITH RETURN HOOD)
210
READING ROOM
VAV-3
315 CFM
315 CFM
160 CFM
15
VAV-3
420 CFM
420 CFM
210 CFM
16
VAV-3
420 CFM
420 CFM
210 CFM
17
12"x8"
VAV-2
210 CFM
210 CFM
105 CFM
14
206
SC - TECHNOLOGY
WORKROOM
206C
SC OFFICE
206B
SC OFFICE
VAV-2
220 CFM
220 CFM
110 CFM
8
VAV-1
110 CFM
110 CFM
55 CFM
7
12"x8"
VAV
1125 CFM
400 CFM
120 CFM
9
12"x8"
22"x8"
12"x8"
8"x8"
22"x12"26"x12"
14"x12"
18"x12"
10"ø
A3 (210)
(TYP. 5)
(TYP. 5)
A2 (200)
(TYP. 2)
10"ø
(TYP. 2)
13
12
10"ø
A3 (210)
(TYP. 5)
(TYP. 5)
10"øA2 (200)
(TYP. 2)(TYP. 2)
CONTINUOUS LINEAR DIFFUSER
BASED ON TYPE FBR-20
(2" SLOT WITH RETURN HOOD)
26"x8"
12"x8"
7
8
20"x10"18"x10"9
26"x8"
14"x10"
A2 (225)
(TYP 5)
VAV
1125 CFM
400 CFM
120 CFM
10
10
VAV-4
1450 CFM
600 CFM
400 CFM
12
VAV-4
1450 CFM
600 CFM
400 CFM
13
18"x12"
14"x12"
14
15
16 17
VAV-2
220 CFM
220 CFM
110 CFM
20
VAV-3
550 CFM
550 CFM
150 CFM
21
VAV-1
150 CFM
100 CFM
75 CFM
22
VAV-1
120 CFM
120 CFM
60 CFM
23
VAV-2
200 CFM
200 CFM
100 CFM
24
20
21
22
23
24
4
R
4
S
5
R
5
S
209
SEMINAR ROOM
208A
REFLECTION ROOM
A2 (225)
(TYP 5)
VAV-2
375 CFM
375 CFM
190 CFM
25
25
12"x8"
CB-2-01 CB-2-02
CB-2-03
CB-2-04
CB-2-05
CB-2-06
CB-2-07
CB-2-08
CB-2-09 CB-2-10 CB-2-11
CB-2-12
CB-2-13
CB-2-14
CB-2-15
CB-2-16CB-2-17CB-2-18
CB-2-19
CB-1-52CB-1-53
CB-1-54
CB-1-55
CB-1-56
CB-1-57
18"x12"
14"x8"
8"x8"
1
2
3
64
12"x8"
12"x8"
CB-2-33CB-2-32
CB-2-34
CB-2-31
CB-2-30
CB-2-29
CB-2-27
CB-2-25
CB-2-40CB-2-39
CB-2-24
CB-2-36
CB-2-35
CB-2-37
CB-2-38
5
CB-2-26
VAV-2
180 CFM
180 CFM
75 CFM
1
VAV-2
360 CFM
360 CFM
150 CFM
2
VAV-1
90 CFM
90 CFM
75 CFM
3
VAV-1
90 CFM
90 CFM
75 CFM
4
VAV-1
120 CFM
120 CFM
75 CFM
6
VAV-1
90 CFM
90 CFM
50 CFM
5
18"x12"
18"x12"
12"x10"12"x10"
12"x10"
12"x10"
24"x12"
22"x12"
10"x10"
8"x8"
8"x8"
8"x8"
12"x10"
14"x10"
10"x8"
CB-2-20
CB-2-21 CB-2-22
CB-2-23
8"x8"
8"x8"
VAV-4
800 CFM
800 CFM
200 CFM
18
VAV-4
960 CFM
960 CFM
200 CFM
19
19
18
2
1
1
1
1
1
1
1
1
1
1
CB-1-34
CB-1-35
CB-1-36
CB-1-37
CB-1-38
CB-1-44 CB-1-43 CB-1-42 CB-1-41 CB-1-40 CB-1-39
CB-1-46
CB-1-45
CB-1-51 CB-1-50 CB-1-49 CB-1-48 CB-1-47
CONTINUOUS LINEAR DIFFUSER
BASED ON TYPE FBR-20
(2" SLOT WITH RETURN HOOD)
1
1
VAV-10 VAV-10 VAV-10 VAV-10 VAV-6
14"x12"
18"x12"
20"x10"
14"x10"
8"ø
(TYP 5)
8"ø
(TYP 5)
11
12"x8"
10"x8"
26"x12"
36"x14" OED W/ WMS
BALANCE TO 1,260 CFM38"x14" OED W/ WMS
BALANCE TO 1,310 CFM
26"x12"SFD SFD
SFDSFD
SFD SFD
1
1
SFD
SFD
SFD
SFDSFD
SFD
40"x16" OED W/ WMS
BALANCE TO 1,580 CFM
30"x14" OED W/ WMS
BALANCE TO 1,120 CFM
1 1
SFDSFD
30"x12" OED W/ WMS
BALANCE TO 850 CFM
(TYP. 2)22"x12"1
FCU
3
1
30"x12" OED W/ WMS
BALANCE TO 1,225 CFM
22"x8"16"x8"
12"x8"
14"x8"18"x12"
30"x10" OED W/ WMS
BALANCE TO 830 CFM
1
8"x8"
12"x8"
18"x8"
8"x6"
14"x10" BEAM PENETRATION FOR RETURN
AIRFLOW.
(TYP. ALL LOCATIONS IN THIS JEWL BOX)
1
3
(TYP. ALL LOCATIONS )
1
SFD
SFD
16"x10"
3
(TYP. ALL LOCATIONS )
1
16"x10"
1
1
1
1
10"x8"
3
(TYP. ALL LOCATIONS)
1
16"x10" BEAM PENETRATION FOR RETURN
AIRFLOW.
(TYP. ALL LOCATIONS IN THIS JEWL BOX)
1
18"x12" OED W/ WMS
BALANCE TO 300 CFM
16"x10"
1
10"ø
1
VAV-2
270 CFM
270 CFM
135 CFM
11
GENERAL NOTES:
1.ALL DUCTED CHILLED BEAMS REQUIRE 24"x24" ACCESS PANEL LOCATED
SUCH THAT VALVES AND BACK OF COIL ARE ACCESSIBLE.
2.ALL DUCTED CHILLED BEAMS ARE TO BE DUCTED TO A CONTINUOUS LINEAR
DIFFUSER WITH FIELD FABRICATED PLENUM. SEE DETAIL 10 ON SHEET M503.
3. ALL CHILLED BEAMS PRIMARY AIR DUCT SHALL BE 6"Ø UNLESS OTHERWISE
NOTED.
4.ALL VAV INLET DUCTWORK SHALL BE SIZED PER DETAIL #1 ON SHEET M503.
5.ALL DIFFUSER DUCTWORK SHALL BE SIZED PER NECK SIZE LISTED ON DIFFUSER
SCHEDULE ON SHEET M602.
6.ALL PLENUM RETURN DIFFUSERS SHALL BE TYPE C1 UNLESS OTHERWISE
NOTED.
KEY NOTES:
CONTINUOUS LINEAR DIFFUSER EXTENTS OF DETAIL LINE. ACTIVE LENGTHS ONLY
WHERE CHILLED BEAMS OR DIFFUSERS ARE LOCATED. ALL REMAINING LENGTHS
SHALL BE PROVIDED WITH BLANK OFF COVERS AS NEEDED. LINEAR DIFFUSER
SHALL BE 1 SLOT, 2" SLOT WIDTH TO MATCH ACTIVE SECTION.
FABRICAIRE DUCT 40'-0" IN LENGTH 1'-1" IN HEIGHT AND 2'-2" IN WIDTH. PROVIDE
TYPE-11 D-SHAPED T RAIL MOUNTING. MATERIAL SHALL BE FABRICAIRE COMBI-20
SONIC FLOW.
BEAM PENETRATION NEEDED IN THIS LOCATION. PENETRATION SHALL BE 3"
GREATER BOTH IN HEIGHT AND WIDTH THAN DUCT SIZE.
1
2
3
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:25:49 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M202
HVAC LEVEL 2 DUCTWORK
PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 HVAC DUCTWORK - LEVEL 2
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1
1
1
1
1
1
11
36"x18"36"x18"FCU
2
2.1
R
1.1
R
1.1
S
2.1
S
2
R 1
R
1
S
2
S
1
TE
FCU
3
FCU
2
10"x8"
C1 (75)C1 (150)
UP
1
TE
3.3
R
3.3
S
14"x10"
4
R
4
S
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8282726252422
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7 25.3
24.5
F.9
18"x10"18
19
21
24
22
25
12"x8"
23
20"x8"
B-1 (70)
B-1 (90)12"x10"
12"x10"
12"x8"24"x12"10"x8"
9
13
B-1 (100)
B-1 (100)
B-1 (100)
B-1 (85)
8"x8"
12"x10"
1
2 36"x18"36"x18"36"x18"
20"x8"
24"x8"
6
S
3
5
4
6 7
11
10
12
20
VAV-2
180 CFM
180 CFM
75 CFM
1
VAV-3
650 CFM
650 CFM
100 CFM
2
VAV-2
325 CFM
325 CFM
0 CFM
3
VAV-2
180 CFM
150 CFM
90 CFM
4
VAV-1
140 CFM
110 CFM
45 CFM
5
VAV-2
225 CFM
0 CFM
0 CFM
6
VAV-2
360 CFM
360 CFM
100 CFM
7
VAV-1
150 CFM
150 CFM
50 CFM
8
VAV-1
80 CFM
80 CFM
50 CFM
9
VAV-2
205 CFM
150 CFM
75 CFM
11
VAV-2
225 CFM
175 CFM
100 CFM
10
VAV-3
540 CFM
540 CFM
100 CFM
12
VAV-2
280 CFM
280 CFM
100 CFM
13
VAV-3
540 CFM
540 CFM
200 CFM
18
VAV-2
180 CFM
180 CFM
100 CFM
19
VAV-2
180 CFM
150 CFM
90 CFM
20
VAV-2
340 CFM
290 CFM
90 CFM
21
VAV-2
375 CFM
375 CFM
130 CFM
22
VAV-2
250 CFM
250 CFM
130 CFM
23
VAV-2
375 CFM
375 CFM
130 CFM
24
VAV-2
250 CFM
250 CFM
130 CFM
25
B-1 (90)
CONTINUOUS LINEAR DIFFUSER
BASED ON TYPE FBR-20
(2" SLOT WITH RETURN HOOD)
5
R
5
S
1
2
1
1
STAFF
ROOM
309F
COLLAB
ROOM
310B
COLLOCOTT
READING
RM
302
GROUP
STUDY
301E
COLLAB
ROOM
310C
EXHIBIT
PREP
304A
TELECOM
301AELEC
301B
CONSULT
307D
CONSULT
307C
SC
SECURE
STACKS
305
SC
CLASSROOM
304
WOMEN
T301
MEN/GN
T302
SC
MEETING
ROOM
307B
GROUP
STUDY
301F
FIRE
ALARM
301G
ELEVATOR
2
EL302
SPECIAL
COLLECTIONS
READING
ROOM
307
SPECIAL
COLLECTIONS
ENTRY
308
SC
STAFF
WORKROOM
306
OPEN
READING
ROOM
310
OFFICE
- D&A
309E
INTER
LIBRARY
LOAN
309C
MEETING
ROOM
309A
OFFICE
- D&A
309H
OFFICE
- D&A
309D
STORAGE
309G
STAIR 3
ST103
STAIR 1
ST301
ELEVATOR
1
EL301
ELEVATOR
3
EL303
STAIR 2
ST302
SC
SMALL
GROUP
ROOM
307A
DISCOVERY
&
ACCESS
309
PHONE
(ADA)
309J
PHONE
301D
SHAFT
S303
SHAFT
S304
VEST
305A
B-1 (75)
B-1 (100)
B-1 (50)
10"x8"
14"x10"
10"x10"
B3 (205)
12"x10"
12"x10"
CB-3-01
CB-3-02
CB-3-03
CB-3-04
CB-3-05
CB-3-06
CB-3-07
CB-3-08
CB-3-09
CB-3-10
CB-3-11
CB-3-12
12"x8"
CB-3-13
CB-3-14
CB-3-15CB-3-16
CB-3-17
10"x8"
12"x10"
CB-3-23
CB-3-24
CB-3-18
CB-3-19
CB-3-20
CB-3-21
CB-3-22 CB-3-25
CB-3-26
8"x8"
(TYP. 2)
(TYP. 2)
16"x10"
CB-3-46
CB-3-45 CB-3-44
CB-3-43
CB-3-42
CB-3-41
CB-3-40
CB-3-39
CB-3-48
CB-3-47
16"x8"
CONNECT TO ARCHITECTURAL
FIRE RATED PLENUM WITH
COMBINATION SMOKE/FIRE
DAMPER.
(TYP. 4)
16"x16" EXHAUST UP TO
ROOF MOUNTED FAN
12"x10"12"x10"
16"x10"
14"x8"
14"x8"
10"x8"
20"x8"
16
17
CB-3-57
CB-3-58
CB-3-59CB-3-60CB-3-61CB-3-62CB-3-63CB-3-64
CB-3-49
CB-3-50
CB-3-51
CB-3-52
CB-3-53 CB-3-54 CB-3-55 CB-3-56
CB-3-27 CB-3-28 CB-3-29 CB-3-30
CB-3-32 CB-3-31
CB-3-33
CB-3-34
CB-3-35
CB-3-36 CB-3-37
CB-3-38
10"x8"
1
1
1
1
1
1
1
1
11
1
14"x8"
14"x8"
14"x8"
16"x10"
16"x10"
16"x16"
CONTINUOUS LINEAR DIFFUSER
BASED ON TYPE FBR-20
(2" SLOT WITH RETURN HOOD)
CONTINUOUS LINEAR DIFFUSER
BASED ON TYPE FBR-20
(2" SLOT WITH RETURN HOOD)
8
VAV-3
520 CFM
520 CFM
150 CFM
16
VAV-3
520 CFM
520 CFM
150 CFM
17 20"x10"18"x10"30"x12" OED W/ WMS
BALANCE TO 935 CFM 20"x12" OED W/ WMS
BALANCE TO 640 CFM
11
1
1 1
1
SFD SFD
SFD SFD
SFD SFD
SFD
SFD SFD
SFD SFD
26"x12"
26"x12"
12"x8"
8"x8"
10"x8"
12"x8"
10"x8"
12"x8"
30"x12" OED W/ WMS
BALANCE TO 850 CFM
(TYP. 2)1
32"x12" OED W/ WMS
BALANCE TO 1,530 CFM
SFD 20"x10"18"x8"
24"x10" OED W/ WMS
BALANCE TO 655 CFM1
SFD SFD 10"x8"
SFD SFD
24"x10" OED W/ WMS
BALANCE TO 655 CFM 1
12"x8"20"x10"16"x10"
1
10"x8"
10"x8"1
28"x12" OED W/ WMS
BALANCE TO 1,125 CFM
22"x10"
22"x8"
SFD
SFD
1
3
(TYP. ALL LOCATIONS)
1
16"x10" BEAM PENETRATION FOR RETURN
AIRFLOW.
(TYP. ALL LOCATIONS IN THIS PAVILION)
1 20"x18"14
15
VAV-3
520 CFM
520 CFM
175 CFM
14
VAV-3
520 CFM
520 CFM
175 CFM
15
VAV-7 VAV-6 VAV-7 VAV-7 VAV-6 VAV-7
12"x10"
SFD
16"x8"
1
GENERAL NOTES:
1.ALL DUCTED CHILLED BEAMS REQUIRE 24"x24" ACCESS PANEL LOCATED
SUCH THAT VALVES AND BACK OF COIL ARE ACCESSIBLE.
2.ALL DUCTED CHILLED BEAMS ARE TO BE DUCTED TO A CONTINUOUS LINEAR
DIFFUSER WITH FIELD FABRICATED PLENUM. SEE DETAIL 10 ON SHEET M503.
3. ALL CHILLED BEAMS PRIMARY AIR DUCT SHALL BE 6"Ø UNLESS OTHERWISE
NOTED.
4.ALL VAV INLET DUCTWORK SHALL BE SIZED PER DETAIL #1 ON SHEET M503.
5.ALL DIFFUSER DUCTWORK SHALL BE SIZED PER NECK SIZE LISTED ON DIFFUSER
SCHEDULE ON SHEET M602.
6.ALL PLENUM RETURN DIFFUSERS SHALL BE TYPE C1 UNLESS OTHERWISE
NOTED.
KEY NOTES:
CONTINUOUS LINEAR DIFFUSER EXTENTS OF DETAIL LINE. ACTIVE LENGTHS ONLY
WHERE CHILLED BEAMS OR DIFFUSERS ARE LOCATED. ALL REMAINING LENGTHS
SHALL BE PROVIDED WITH BLANK OFF COVERS AS NEEDED. LINEAR DIFFUSER
SHALL BE 1 SLOT, 2" SLOT WIDTH TO MATCH ACTIVE SECTION.
FABRICAIRE DUCT 40'-0" IN LENGTH 1'-1" IN HEIGHT AND 2'-2" IN WIDTH. PROVIDE
TYPE-11 D-SHAPED T RAIL MOUNTING. MATERIAL SHALL BE FABRICAIRE COMBI-20
SONIC FLOW.
BEAM PENETRATION NEEDED IN THIS LOCATION. PENETRATION SHALL BE 3"
GREATER BOTH IN HEIGHT AND WIDTH THAN DUCT SIZE.
1
2
3
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:26:11 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M203
HVAC LEVEL 3 DUCTWORK
PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 HVAC DUCTWORK - LEVEL 3
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
56"x20"
2
R
1
R
1
S
2
S
1
TE
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
29
28 27 26 25 24 22
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
F.9
?
?78"x26"76"x20"46"x20"46"x20"78"x26"12"x8"
C1 (300)
18"ø
DOWN
18"Ø
DOWN 20"x20"34"x16"46"x14"16"x34"12"x26"20"x20"34"x16"
(TYP. 12)
AHU
1
2
M206
3
S
VAV-3
400 CFM
200 CFM
75 CFM
5
VAV-4
1000 CFM
600 CFM
200 CFM
1
VAV-4
1000 CFM
600 CFM
200 CFM
2
VAV-4
1000 CFM
600 CFM
200 CFM
4 20"x14"20"x14"34"x14"48"x16"26"x14"18"x18"18"x18"
14"x14"
10"x10"20"x14"10"ø
12"x12"
B3 (200)
A2 (250)
B-4 (455)
(TYP. 11)
EF
2
1 2
4
5
8
VAV-4
1365 CFM
500 CFM
250 CFM
8
30"x80"
20"x8"
20"x8"
20"x8"
14"x10"
10"x8"
(TYP. 2)
(TYP. 8)
C3 (0)(50)
10"x8"
C3 (0)(200)
12"x12"
14"x14"
VAV-9 VAV-9 VAV-9 VAV-7 VAV-10
CONNECT TO ARCHITECTURAL
FIRE RATED PLENUM WITH
COMBINATION SMOKE/FIRE
DAMPER.
(TYP. 3)
16"x16" EXHAUST UP TO
ROOF MOUNTED FAN
AHU
2
EHU
4
EHU
3
ROOFTOP
READING
ROOM
401
CATERING
PREP
403
MECHANICAL
ROOM
402
STAIR 2
ST402
STAIR 1
ST401
ELEVATOR
3
EL403
ELEVATOR
2
EL402
TELECOM
402B
ELEC
402C
FIRE
ALARM
401A
WOMEN
406
MEN
407
AV
CLOSET
401B
18"Ø BOILER
FLUE UP
18"Ø BOILER
COMBUSTION AIR UP 1
C1
14"x14"
3
(TYP. ALL LOCATIONS)
1
14"x14"
C3 (150)
C3 (150)
C3 (150)
14"x14"14"x14"
14"x12"
14"x14"
20"x14"
3
76
VAV-4
1365 CFM
700 CFM
250 CFM
6
VAV-4
1365 CFM
700 CFM
250 CFM
7
VAV-10 VAV-10VAV-4
910 CFM
450 CFM
175 CFM
3
VAV-9
54"x24" OED W/ WMS
BALANCE TO 3,345 CFM
(TYP. 2)
14"x14"
10"ø
(TYP. 2)
12"ø
(TYP. 11)
12"x26"
12"x26"
GENERAL NOTES:
1.ALL DUCTED CHILLED BEAMS REQUIRE 24"x24" ACCESS PANEL LOCATED
SUCH THAT VALVES AND BACK OF COIL ARE ACCESSIBLE.
2.ALL DUCTED CHILLED BEAMS ARE TO BE DUCTED TO A CONTINUOUS LINEAR
DIFFUSER WITH FIELD FABRICATED PLENUM. SEE DETAIL 10 ON SHEET M503.
3. ALL CHILLED BEAMS PRIMARY AIR DUCT SHALL BE 6"Ø UNLESS OTHERWISE
NOTED.
4.ALL VAV INLET DUCTWORK SHALL BE SIZED PER DETAIL #1 ON SHEET M503.
5.ALL DIFFUSER DUCTWORK SHALL BE SIZED PER NECK SIZE LISTED ON DIFFUSER
SCHEDULE ON SHEET M602.
6.ALL PLENUM RETURN DIFFUSERS SHALL BE TYPE C1 UNLESS OTHERWISE
NOTED.
KEY NOTES:
CONTINUOUS LINEAR DIFFUSER EXTENTS OF DETAIL LINE. ACTIVE LENGTHS ONLY
WHERE CHILLED BEAMS OR DIFFUSERS ARE LOCATED. ALL REMAINING LENGTHS
SHALL BE PROVIDED WITH BLANK OFF COVERS AS NEEDED. LINEAR DIFFUSER
SHALL BE 1 SLOT, 2" SLOT WIDTH TO MATCH ACTIVE SECTION.
FABRICAIRE DUCT 40'-0" IN LENGTH 1'-1" IN HEIGHT AND 2'-2" IN WIDTH. PROVIDE
TYPE-11 D-SHAPED T RAIL MOUNTING. MATERIAL SHALL BE FABRICAIRE COMBI-20
SONIC FLOW.
BEAM PENETRATION NEEDED IN THIS LOCATION. PENETRATION SHALL BE 3"
GREATER BOTH IN HEIGHT AND WIDTH THAN DUCT SIZE.
1
2
3
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:26:23 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M204
HVAC LEVEL 4 DUCTWORK
PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 HVAC DUCTWORK - LEVEL 4
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1
ARCHITECTURAL INTAKE
(75.0 SQ. FT. NET FREE AREA)
ARCHITECTURAL RELIEF
(50 SQ. FT. NET FREE AREA)
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
29
28 27 26 25 24 22
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
AHU
3ELEVATOR HOISTWAY RELIEF
(24"x24" ROOF PENETRATION)
(COOK TRE-24X24X10TRE)
TEF
EF
1
18"Ø BOILER COMBUSTION
AIR INTAKE
ELEVATOR HOISTWAY RELIEF
(24"x24" ROOF PENETRATION)
(COOK TRE-24X24X10TRE)
18"Ø BOILER FLUE
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:26:33 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M205
HVAC ROOF DUCTWORK
PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
D EXQD.4D.3 D.8D.1 D.7DD.4D.3C.9 D.8
T.O.S. LEVEL G
EL. 174' - 5"
D.7DD.4D.3C.9 D.8D.7
6" CHWS
6" CHWS
4" HWR
4" HWS
6" CHWS
6" CHWR
22"x12"20"x10"20"x10"20"x10"
20"x10"20"x10"20"x10"22"x11"
20"x20"
20"x20"
LEVEL 4
228' - 3"
Existing Level 5
EL. 224' - 8"
ROOF (HP)
EL. 241' - 11 1/2"
J KH
T.O. SLAB THROAT ROOF
EL. 224' - 8"
J.5
AHU
2
66"x18"66"x18"
20"x76"
20"x56"30"x80"58"x58"14"x46"
EHU
4
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
3/8" = 1'-0"4/5/2018 6:26:42 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M206
HVAC DUCTWORK SECTIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
3/8" = 1'-0"1 HVAC- TUNNEL SECTION
3/8" = 1'-0"2 HVAC PENTHOUSE SECTION
DN
DN
3" HWS
3" HWR
1
HWS
1
HWR
1
CHWS
1
CHWR
2
CHWS
2
CHWR
FCU
2
FCU
2
FCU
1
FCU
1
23 21 20 19 18 17 16 15 14 13 12 11 10 9282726252422
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7 25.3
24.5
F.9
1" HWS
1" HWR
1" HWR
1" HWS
FCU
2FCU
2
FCU
1
T
C
T
T
T T
T
TTC C
CC
T
C
T
C
T C
T C
T
TC
T
C
T T
T
T
T
T
T C
TT
1" HWS
1" HWR
3" CHWR3" CHWS
3/4" HWR
3/4" HWS
FCU
3
2" CHWS
2" CHWR
1" CHWS
1" CHWR
2" CHWS
2" CHWR
1 1/4" CHWS
1 1/4" CHWR2" CHWS
2" CHWR
(TYP 2)
(TYP 2)
6" HWS
4" HWS4" HWS
6" HWS
6" HWS
6" HWR
6" HWS
4" HWS
(TYP 4)
4" HWS
(TYP 4)
6" HWR
3/4" HWS
3/4" HWR
2" CHWS
2" CHWR
1 1/2" HWS
1 1/2" HWR
1 1/4" CHWS
1 1/4" CHWR(TYP 2)
(TYP 2)
1/2" HWS
1/2" HWR
3/4" HWS3/4" HWR
6" HWR
6" HWS
3" HWR
3" HWS
3/4" HWS
3/4" HWR
1 1/4" CHWR
1 1/4" CHWS
6" HWS
6" HWR
3" CHWS
RUNOUTS OFF OF MAIN
TO SETS OF CHILLED
BEAMS:
-CHWS: 3/4"
-CHWR: 3/4"
-HWS: 3/4"
-HWR: 3/4"
(TYP 5)
RUNOUTS OFF OF MAIN
TO SETS OF CHILLED
BEAMS:
-CHWS: 3/4"
-CHWR: 3/4"
-HWS: 3/4"
-HWR: 3/4"
(TYP 3)
3/4" HWS
3/4" HWR
3/4" CHWS
3/4" CHWR
3/4" HWS
3/4" HWR
2" CHWR
2" CHWS
1 1/2" HWS
1 1/2" HWR
1 1/2" HWR
1 1/2" HWS
1 1/2" CHWS 1 1/2" CHWR
1 1/2" HWR
1 1/2" HWS
1 1/2" CHWS
1 1/2" CHWR
3/4" HWR
3/4" HWS
(ENTIRE RUN)
(ENTIRE RUN)
3/4" CHWR
3/4" CHWS
LOW-TEMP
CHW LOOP
LOW-TEMP
CHW LOOP
LOW-TEMP CHW
LOOP (CLOSEST TO
BUILDING INTERIOR)
LOW-TEMP
CHW LOOPTMTM
T MTM
SOUTH
ENTRY
VESTIBULE
007V
SC
SECURE
STACKS
005
ELEVATOR
1
EL001
ELEVATOR
3
EL003
STAIR 2
ST002
STAIR 1
ST001
SOUTH
ENTRY
007
STAIR 3
(OCULUS)
ST003
CENTRAL
SERVICE
POINT
001D
SHAFT
S004
SHAFT
S003
SHAFT
S009
CORR
006
OFFICE
009H
OFFICE
009J
OFFICE
009K
OFFICE
009L
P
8
P
10
P
9
P
7
ET
1
B
1
B
2
B
4
B
3
T M
T M
T M
T M
19
CB-G-01
CB-G-02
CB-G-03
CB-G-04
CB-G-05
CB-G-09
CB-G-08
CB-G-07
CB-G-06
CB-G-15
CB-G-16
CB-G-17
CB-G-18 CB-G-19 CB-G-20 CB-G-21 CB-G-25 CB-G-26
CB-G-29 CB-G-30 CB-G-31
CB-G-32
CB-G-33
CB-G-34
CB-G-35
CB-G-27
CB-G-12
CB-G-010
CB-G-011
CB-G-13
CB-G-14
CB-G-22
CB-G-23
CB-G-24
CB-G-28
6 8
11
12
13
14
1516
17
18
23
24
25
VAV-2
140 CFM
130 CFM
100 CFM
6
VAV-2
195 CFM
175 CFM
135 CFM
8
VAV-3
675 CFM
450 CFM
175 CFM
15
VAV-2
220 CFM
220 CFM
90 CFM
16
VAV-2
675 CFM
450 CFM
175 CFM
17
VAV-2
270 CFM
210 CFM
70 CFM
18
VAV-3
675 CFM
450 CFM
175 CFM
14
VAV-1
60 CFM
60 CFM
50 CFM
13
VAV-3
675 CFM
450 CFM
175 CFM
12
VAV-2
225 CFM
180 CFM
70 CFM
11
VAV-4
800 CFM
800 CFM
200 CFM
19
VAV-1
140 CFM
130 CFM
100 CFM
23
VAV-2
400 CFM
300 CFM
200 CFM
24
VAV-2
400 CFM
300 CFM
200 CFM
25
VAV-6 VAV-7 VAV-7 VAV-8 VAV-6 VAV-8 VAV-8 VAV-7 VAV-8 VAV-7 VAV-9 VAV-6 VAV-7 VAV-7
VAV-1
VAV-2
VAV-3 VAV-4
VAV-5
VAV-6VAV-23
VAV-7
VAV-9
VAV-10
VAV-8
T
VAV-25
T
VAV-24
T
T
FCU-3
T
FCU-2
T
FCU-2
T
FCU-2
VAV-16
VAV-15
VAV-14
T
FCU-1
VAV-12
VAV-11
VAV-13
VAV-21VAV-20
VAV-5SC
VAV-5SC
VAV-5SC
VAV-5SC
VAV-1SC VAV-1SC
VAV-1SCVAV-1SC
CC
C
C
1
1
6" HWR6" HWS
3/4" HWS
3/4" HWR
3/4" CHWS
3/4" CHWR
1 2 1/2" CHWS2 1/2" CHWR3" CHWS3" CHWR1" HWS
1" HWR
1 1/4" CHWS
1 1/4" CHWR
1
1
1
1
11
1
1
GENERAL NOTES:
1.ALL CHILLED BEAMS REQUIRE 24"x24" ACCESS PANEL LOCATED SUCH THAT
VALVES AND BACK OF COIL ARE ACCESSIBLE.
2.ALL CHILLED BEAMS SHALL HAVE 3/4"Ø CHWS/R AND HWS/R PIPING BACK TO
ZONE MAIN UNLESS OTHERWISE INDICATED.
3.FOR CHILLED BEAM HW AND CHW FLOW RATES SEE SCHEDULE SHEETS M602
AND M603.
4. ONLY VAV'S SHOWN ON THIS PIPING PLAN SHALL BE SUPPLIED WITH A HOT
WATER REHEAT COIL.
5.CHILLED BEAMS SHALL BE VALVED AND PIPED PER CONTROL DIAGRAM ON
SHEET M703. GENERAL PIPING SHALL MEET ALL REQUIREMENTS PER DETAIL #7
ON SHEET M503.
6.ALL FAN COIL UNITS (FCU) SHALL BE PIPED TO THE LOW TEMPERATURE CHILLED
WATER LOOP (42°F).
7.ALL CHILLED BEAMS (CB) SHALL BE PIPED TO THE HIGH TEMPERATURE CHILLED
WATER LOOP (58°F).
8.ALL HEATING HOT WATER PIPING SHALL BE 3/4"Ø UNLESS OTHERWISE NOTED.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:27:01 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M300G1
HVAC LEVEL G SOUTH
PIPING PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 HVAC PIPING - LEVEL G - SOUTH
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
DN
3" HWS
2 1/2" CHWS
2 1/2" CHWR
12 11 10 9 8 7 6 3 2 - 1
D
D.9
F.3
H
J
- K
EXK
4
E.5
5
D.4
G
1.7
D.3
C.9
D.8
E
F
E.7
C
D.1
B
E.3
E.6
G.6
1
K.1
K
2" HWR
2" HWS
3" HWR
3" HWS
1" HWS
1" HWR
1" HWR
1" HWS
1" HWR
FCU
1
T
T
TTT
TC
EHU
1
1" HWS
VAV-4
1000 CFM
750 CFM
300 CFM
1
VAV-4
1200 CFM
1200 CFM
500 CFM
2
VAV-4
1200 CFM
1200 CFM
500 CFM
3
VAV-4
1000 CFM
1000 CFM
300 CFM
4
VAV-4
990 CFM
600 CFM
250 CFM
5
VAV-4
1200 CFM
1200 CFM
500 CFM
6
VAV-4
1200 CFM
1200 CFM
500 CFM
7
VAV-9 VAV-10 VAV-10 VAV-9 VAV-9 VAV-10 VAV-10
AHU
4
7
6
5
4
3
2
1
(2.90 GPM)(3.90 GPM)(3.90 GPM)(3.25 GPM)(2.30 GPM)(3.90 GPM)(3.90 GPM)
CB-G-12
13
14
VAV-14
T
FCU-1
VAV-11
VAV-13
VAV-2
VAV-1
VAV-3
VAV-4VAV-6VAV-7
T
VAV-5
1" HWR
1" HWS
1" HWR1" HWS
1" HWR1" HWS
3/4" CHWR
3/4" CHWS
3/4" HWS
3/4" HWR
1
2 1/2" CHWR2 1/2" CHWS1
GENERAL NOTES:
1.ALL CHILLED BEAMS REQUIRE 24"x24" ACCESS PANEL LOCATED SUCH THAT
VALVES AND BACK OF COIL ARE ACCESSIBLE.
2.ALL CHILLED BEAMS SHALL HAVE 3/4"Ø CHWS/R AND HWS/R PIPING BACK TO
ZONE MAIN UNLESS OTHERWISE INDICATED.
3.FOR CHILLED BEAM HW AND CHW FLOW RATES SEE SCHEDULE SHEETS M602
AND M603.
4. ONLY VAV'S SHOWN ON THIS PIPING PLAN SHALL BE SUPPLIED WITH A HOT
WATER REHEAT COIL.
5.CHILLED BEAMS SHALL BE VALVED AND PIPED PER CONTROL DIAGRAM ON
SHEET M703. GENERAL PIPING SHALL MEET ALL REQUIREMENTS PER DETAIL #7
ON SHEET M503.
6.ALL FAN COIL UNITS (FCU) SHALL BE PIPED TO THE LOW TEMPERATURE CHILLED
WATER LOOP (42°F).
7.ALL CHILLED BEAMS (CB) SHALL BE PIPED TO THE HIGH TEMPERATURE CHILLED
WATER LOOP (58°F).
8.ALL HEATING HOT WATER PIPING SHALL BE 3/4"Ø UNLESS OTHERWISE NOTED.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:27:11 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M300G2
HVAC LEVEL G NORTH
PIPING PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 HVAC PIPING - LEVEL G - NORTH
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1
HWS
1
HWR
1
CHWS
1
CHWR
2
CHWS
2
CHWR
FCU
2
FCU
2
FCU
1
FCU
1
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8282726252422
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7 25.3
24.5
F.9
T
T
T
T
T
T
T
T
T
T C
T
T
C
T
C
T T
3/4" HWS3/4" HWR
1 1/4" CHWS
1 1/4" CHWR
FCU
1
T T
T
T
T
T
T C
T
T
T
T
T
T
T
2" CHWR
2" CHWS
LOW-TEMP
CHW LOOP
1 1/4" CHWS1 1/4" CHWR
LOW-TEMP
CHW LOOP
3/4" HWS
2 1/2" CHWR
2 1/2" CHWS
1" HWS 1" HWR
1" CHWR
1" CHWS
3/4" HWR3/4" HWS
1 1/4" CHWR
1 1/4" CHWS1 1/2" CHWS 1 1/2" CHWR
3/4" HWS 3/4" HWR
1 1/4" HWR
1 1/4" HWS
3/4" HWR
3/4" HWS
1" CHWS1" CHWR
3/4" HWS
3/4" HWR
1 1/4" CHWS
1 1/4" CHWR
1" HWS
1" HWR
3/4" HWS3/4" HWR
1" HWR1" HWS
1 1/4" CHWR
1 1/4" CHWS
1 1/2" CHWR
1 1/2" CHWS
1" CHWR
1" CHWS
3/4" HWS
3/4" HWR
1" CHWR
1" CHWS
3/4" HWS
3/4" HWR
1 1/4" HWR
1 1/4" HWS
1 1/2" CHWR
1 1/2" CHWS
3/4" HWR
3/4" HWS
1 1/4" HWR1 1/4" HWS
1 1/2" CHWR
1 1/2" CHWS
1 1/4" HWR
1 1/4" HWS
1 1/2" CHWR
1 1/2" CHWS
3/4" HWR
3/4" HWS
1" CHWR
1" CHWS
3/4" CHWS
3/4" CHWR
1" CHWR
1" CHWS
3/4" HWS3/4" HWR
3/4" HWR
3/4" HWS
3/4" CHWS
3/4" CHWR
3/4" CHWR3/4" CHWS
3/4" HWS3/4" HWR
2" CHWS
2" CHWR
1 1/2" HWS
1 1/2" HWR
1 1/2" CHWS
1 1/2" CHWR
1 1/4" HWS
1 1/4" HWR
1" HWR
1" HWS
1 1/2" CHWR
1 1/2" CHWS
2" CHWS
2" CHWR
FCU
3
2" HWR
2" HWS
STAIR 3
ST103
STAIR 2
ST102
STAIR 1
ST101 ELEVATOR
1
EL101
ELEVATOR
3
EL103
OFFICE
- DEAN
OF
LIBRARIES
107C
CONWAY
-
OFFICE
103C
CONWAY
-
OFFICE
103E
SHAFT
S103
SHAFT
S104
SHAFT
S107
SHAFT
S101
SHAFT
S102
SHAFT
S105
SHAFT
S106
11
12
8
14
16
VAV-1
200 CFM
100 CFM
75 CFM
8
VAV-2
385 CFM
175 CFM
100 CFM
12
VAV-2
300 CFM
160 CFM
100 CFM
11
VAV-2
330 CFM
200 CFM
100 CFM
14
VAV-1
100 CFM
100 CFM
50 CFM
16
VAV-7 VAV-7 VAV-7 VAV-7 VAV-6
(0.50 GPM)(0.75 GPM)(0.75 GPM)(0.75 GPM)(0.80 GPM)(0.50 GPM)
CB-1-02CB-1-03 CB-1-01
CB-1-04
CB-1-05
CB-1-06
CB-1-07
CB-1-08
CB-1-15CB-1-14
CB-1-09
CB-1-10
CB-1-11
CB-1-13
CB-1-12
CB-1-16
CB-1-19
CB-1-20 CB-1-22
CB-1-21
CB-1-23 CB-1-24
CB-1-25
CB-1-26
CB-1-27
CB-1-28
CB-1-29
CB-1-30CB-1-31CB-1-32
CB-1-33
CB-1-59 CB-1-58
T M T M
T MTM
16
VAV-3
VAV-1
VAV-6
VAV-2
VAV-5
VAV-9
VAV-10
VAV-11
VAV-13
VAV-12
VAV-15
FCU-1
VAV-18
VAV-17
T FCU-3
FCU-1
VAV-8
VAV-7
T
VAV-14
VAV-23 VAV-22
VAV-24
VAV-21
VAV-20
VAV-19
T C
VAV-18
VAV-13
VAV-12
VAV-10
T
VAV-9
VAV-4SC
VAV-4SC VAV-4SC
VAV-4SC
C
C
C
C
3/4" HWS
3/4" HWR
3/4" CHWS3/4" CHWR
1
3/4" CHWR
3/4" CHWS
3/4" HWR
3/4" HWS
1
1
1
1
1
1
3/4" CHWS
3/4" CHWR
3/4" HWR
3/4" HWS
1" CHWR
1" CHWS
1
VAV-1
195 CFM
195 CFM
100 CFM
10
VAV-7
10
GENERAL NOTES:
1.ALL CHILLED BEAMS REQUIRE 24"x24" ACCESS PANEL LOCATED SUCH THAT
VALVES AND BACK OF COIL ARE ACCESSIBLE.
2.ALL CHILLED BEAMS SHALL HAVE 3/4"Ø CHWS/R AND HWS/R PIPING BACK TO
ZONE MAIN UNLESS OTHERWISE INDICATED.
3.FOR CHILLED BEAM HW AND CHW FLOW RATES SEE SCHEDULE SHEETS M602
AND M603.
4. ONLY VAV'S SHOWN ON THIS PIPING PLAN SHALL BE SUPPLIED WITH A HOT
WATER REHEAT COIL.
5.CHILLED BEAMS SHALL BE VALVED AND PIPED PER CONTROL DIAGRAM ON
SHEET M703. GENERAL PIPING SHALL MEET ALL REQUIREMENTS PER DETAIL #7
ON SHEET M503.
6.ALL FAN COIL UNITS (FCU) SHALL BE PIPED TO THE LOW TEMPERATURE CHILLED
WATER LOOP (42°F).
7.ALL CHILLED BEAMS (CB) SHALL BE PIPED TO THE HIGH TEMPERATURE CHILLED
WATER LOOP (58°F).
8.ALL HEATING HOT WATER PIPING SHALL BE 3/4"Ø UNLESS OTHERWISE NOTED.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:27:28 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M301
HVAC LEVEL 1 PIPING PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 HVAC PIPING - LEVEL 1
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1
CHWS
1
CHWR
2
CHWS
2
CHWR
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8282726252422
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
T
T
T
T
T
T
T
T
T
T
T
T
T
T
C
C
C
3/4" HWR
3/4" HWS
3/4" CHWR
3/4" CHWS
1" CHWS
1" CHWR
3/4" HWS
3/4" HWR
2 1/2" CHWR
2 1/2" CHWS
2 1/2" CHWS
2 1/2" CHWR
1" CHWS
1" CHWR
3/4" HWS
3/4" HWR
3/4" HWR
1 1/4" CHWS
1 1/4" CHWR
3/4" HWS
3/4" HWR 3/4" CHWS
3/4" CHWR
3/4" HWS
3/4" HWR
1 1/4" CHWS
1 1/4" CHWR
1" HWS
1" HWR
3/4" HWR
1" CHWS
1" CHWR
3/4" HWS
3/4" HWR
3/4" HWR
3/4" HWS
1 1/4" CHWR
1 1/4" CHWS
1 1/2" CHWR
1 1/2" CHWS1 1/2" CHWR
1 1/2" CHWS
1 1/2" HWR1 1/2" HWS
2" CHWR
2" CHWS
1 1/4" CHWS
1 1/4" CHWR
3/4" HWS
3/4" HWR
2" CHWS
2" CHWR
1 1/2" HWS
1 1/2" HWR
2 1/2" CHWS2 1/2" CHWR
2" HWS
2" HWR
3/4" HWR
3/4" HWS
3/4" CHWR
3/4" CHWS
3/4" HWR
3/4" HWS
1" CHWR
1" CHWS
1" CHWR
1" CHWS
2" CHWS
2" CHWR
1" HWS
1" HWR
3/4" HWR
3/4" HWS3/4" CHWR
3/4" CHWS
3/4" CHWR
3/4" HWS
3/4" HWR
3/4" HWR
3/4" HWS
1" CHWR
1" CHWS
1" HWR
1" HWS
3/4" HWR
3/4" HWS
3/4" CHWR
3/4" CHWS
1" HWS
1" HWR
1" HWR
3/4" HWR
3/4" HWS
3/4" CHWR
3/4" CHWS
3/4" HWR
3/4" HWS
3/4" CHWR
3/4" CHWS
1" CHWS
1" CHWR
3/4" HWS
3/4" HWR
1" CHWS
1" CHWR
3/4" HWS
3/4" HWR
3/4" HWR
3/4" HWS
3/4" CHWR
3/4" CHWS
3" CHWR
3" CHWS
1 1/4" HWR
1 1/4" HWS
1 1/2" CHWR
1 1/2" CHWS2 1/2" CHWS
2" CHWR
2" HWS
2" HWR
1 1/4" HWR
1 1/4" HWS
1 1/2" CHWR
1 1/2" CHWS
1
HWS
1
HWR
2 1/2" HWR
2 1/2" HWS
CB-2-01
CB-2-02
CB-2-03
CB-2-04
CB-2-05
CB-2-06
CB-2-07
CB-2-08
CB-2-09 CB-2-10 CB-2-11
CB-2-12
CB-2-13
CB-2-14
CB-2-15
CB-2-16CB-2-17CB-2-18
CB-2-19
CB-1-52CB-1-53
CB-1-54
CB-1-55
CB-1-56
CB-1-57
CB-2-33CB-2-32
CB-2-34
CB-2-31
CB-2-30
CB-2-29
CB-2-27
CB-2-25
CB-2-40CB-2-39
CB-2-24
CB-2-36
CB-2-35
CB-2-37
CB-2-38
CB-2-26
CB-2-20CB-2-21
CB-2-22
CB-2-23
CB-1-34
CB-1-35
CB-1-36
CB-1-37
CB-1-38
CB-1-44 CB-1-43 CB-1-42 CB-1-41 CB-1-40 CB-1-39
CB-1-46 CB-1-45
CB-1-51 CB-1-50 CB-1-49 CB-1-48 CB-1-47
22
13
12
10
9
VAV
1125 CFM
400 CFM
120 CFM
9
VAV
1125 CFM
400 CFM
120 CFM
10
VAV-4
1450 CFM
600 CFM
400 CFM
12
VAV-4
1450 CFM
600 CFM
400 CFM
13
VAV-1
150 CFM
100 CFM
75 CFM
22
(1.50 GPM)(1.50 GPM)(2.10 GPM)(2.10 GPM)(0.50 GPM)
VAV-10 VAV-10 VAV-10 VAV-10 VAV-6
T M T M
T MTM
VAV-2
VAV-4
VAV-5
VAV-6
VAV-3
VAV-1
VAV-7
VAV-8
VAV-11
VAV-14
VAV-15
VAV-17
VAV-16
VAV-12T
VAV-13T
VAV-2-SC VAV-2-SC
VAV-2-SCVAV-2-SC
C
CB-2-28
1
11
1 1/2" CHWR
1 1/2" CHWS
1" HWR
1" HWS 3/4" HWR
3/4" HWS
1 1/4" HWS1 1/4" HWR
1
1 1/4" CHWS
1 1/4" CHWR
1" HWS1" HWR
1 1/4" CHWS
1 1/4" CHWR 3/4" HWS
3/4" HWR
1 1/4" HWR
1 1/4" HWS
1 1/2" CHWR
1 1/2" CHWS
3/4" CHWS
1
1" HWS
3/4" HWR
3/4" HWS
3/4" CHWS
3/4" CHWR
3/4" CHWS, CHWR,
HWS, HWR DOWN TO
FCU-1 ON LEVEL 1
1
CHWS & CHWR LINES DOWN TO
EACH LEVEL 1 FCU. LINE SIZES
SHALL BE THE FOLLOWING:
FOR FCU-2: 1-1/4"
FOR FCU-3: 1"
1
GENERAL NOTES:
1.ALL CHILLED BEAMS REQUIRE 24"x24" ACCESS PANEL LOCATED SUCH THAT
VALVES AND BACK OF COIL ARE ACCESSIBLE.
2.ALL CHILLED BEAMS SHALL HAVE 3/4"Ø CHWS/R AND HWS/R PIPING BACK TO
ZONE MAIN UNLESS OTHERWISE INDICATED.
3.FOR CHILLED BEAM HW AND CHW FLOW RATES SEE SCHEDULE SHEETS M602
AND M603.
4. ONLY VAV'S SHOWN ON THIS PIPING PLAN SHALL BE SUPPLIED WITH A HOT
WATER REHEAT COIL.
5.CHILLED BEAMS SHALL BE VALVED AND PIPED PER CONTROL DIAGRAM ON
SHEET M703. GENERAL PIPING SHALL MEET ALL REQUIREMENTS PER DETAIL #7
ON SHEET M503.
6.ALL FAN COIL UNITS (FCU) SHALL BE PIPED TO THE LOW TEMPERATURE CHILLED
WATER LOOP (42°F).
7.ALL CHILLED BEAMS (CB) SHALL BE PIPED TO THE HIGH TEMPERATURE CHILLED
WATER LOOP (58°F).
8.ALL HEATING HOT WATER PIPING SHALL BE 3/4"Ø UNLESS OTHERWISE NOTED.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:27:50 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M302
HVAC LEVEL 2 PIPING PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 HVAC PIPING - LEVEL 2
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1
HWS
1
HWR
1
CHWS
1
CHWR
2
CHWS
2
CHWR
FCU
3 FCU
2
FCU
2
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8282726252422
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7 25.3
24.5
F.9
T C
T
C
TC
TC
T C
T
C
T
T
C T
T C
T
T
T
T
T
TCTC
TC
T
T
T
T C
C
C
C
T
1" CHWS
1" CHWR
3/4" HWS
3/4" HWR
3/4" HWR
3/4" HWS
3/4" HWR
3/4" HWS
3/4" HWS3/4" HWR
3/4" HWR3/4" HWS
1 1/4" CHWR
1 1/4" CHWS
3/4" HWR
3/4" HWS 1 1/4" CHWR
1 1/4" CHWS
1 1/2" CHWS
1 1/2" CHWR
1" HWS
1" HWR
2" CHWS
2" CHWR
1" CHWS
1" CHWR
1 1/4" CHWR
1 1/4" CHWS
1 1/4" CHWR
1 1/4" CHWS
3/4" HWR
3/4" HWS
1" CHWR
1" CHWS
3/4" HWR
3/4" HWS
1" CHWR
1" CHWS
1" HWR
1" HWS
1 1/2" CHWR
1 1/2" CHWS
CB-3-01
CB-3-02
CB-3-03
CB-3-04
CB-3-05
CB-3-06
CB-3-07
CB-3-08
CB-3-09
CB-3-10
CB-3-11
CB-3-12
CB-3-13
CB-3-14
CB-3-15CB-3-16
CB-3-17
CB-3-23
CB-3-24
CB-3-18
CB-3-19
CB-3-20
CB-3-21
CB-3-22 CB-3-25
CB-3-26
CB-3-46 CB-3-45 CB-3-44
CB-3-43
CB-3-42
CB-3-41CB-3-40
CB-3-39
CB-3-48
CB-3-47
CB-3-57
CB-3-58
CB-3-59CB-3-60CB-3-61CB-3-62CB-3-63CB-3-64
CB-3-49
CB-3-50
CB-3-51
CB-3-52
CB-3-53 CB-3-54 CB-3-55 CB-3-56
CB-3-27 CB-3-28 CB-3-29 CB-3-30
CB-3-32 CB-3-31
CB-3-33
CB-3-34
CB-3-35
CB-3-36 CB-3-37
CB-3-38
STAIR 3
ST103
STORAGE
310A
STAIR 1
ST301
ELEVATOR
1
EL301
ELEVATOR
3
EL303
STAIR 2
ST302
SHAFT
S306
3/4" HWR
3/4" HWS
1 1/4" CHWR
1 1/4" CHWS
3/4" CHWS
3/4" CHWR
3/4" HWS
3/4" HWR1" CHWS
1" CHWR
3/4" HWS
3/4" HWR
1" CHWS
1" CHWR
3/4" HWS
3/4" HWR
1" CHWS
1" CHWR
3/4" HWS
3/4" HWR
1 1/4" CHWS
1 1/4" CHWR
3/4" HWS
3/4" HWR
3/4" HWR
3/4" HWS
1" CHWR
1" CHWS
3/4" HWR
3/4" HWS
3/4" CHWS
3/4" CHWR
1 1/4" CHWS
1 1/4" CHWR
3/4" HWS
3/4" HWR
11
10
20
21
5
4
VAV-2
225 CFM
175 CFM
100 CFM
10
VAV-2
205 CFM
150 CFM
75 CFM
11
VAV-1
140 CFM
110 CFM
45 CFM
5
VAV-2
180 CFM
150 CFM
90 CFM
4
VAV-2
340 CFM
290 CFM
90 CFM
21
VAV-2
180 CFM
150 CFM
90 CFM
20
(0.75 GPM)(0.75 GPM)(0.80 GPM)(0.90 GPM)(0.75 GPM)(1.30 GPM)
VAV-7 VAV-6 VAV-7 VAV-7 VAV-7 VAV-7
T M T M
T MTM
1 1/2" CHWS
1 1/2" CHWR
1 1/4" HWS
1 1/4" HWR
2" CHWS
2" CHWR
1 1/2" HWR
2" CHWS
1 1/2" HWS
1 1/2" HWR
2 1/2" CHWS
2 1/2" CHWR
2" HWS2" HWR
3" HWR3" HWS 3" CHWR3" CHWS
2" CHWS
2" CHWR
LOW-TEMP
CHW LOOP
3/4" HWR
3/4" HWS
1" CHWR
1" CHWS
1" HWR
1" HWS
1 1/4" CHWR
1 1/4" CHWS
3/4" HWR
3/4" HWS
1" CHWR
1" CHWS 1" HWR
1" HWS
1 1/4" CHWR
1 1/4" CHWS 3/4" HWR
3/4" HWS
1 1/4" CHWR
1 1/4" CHWS
1" HWR1" HWS
1 1/2" CHWR
1 1/2" CHWS
1 1/2" HWR
1 1/2" HWS
2" CHWR
2" CHWS
1" HWR
1" HWS
1" CHWR
1" CHWS
2" HWR
2" HWS
2" CHWR
2" CHWS
2" CHWS
2" CHWR
2" HWS
2" HWR
1" CHWS
1" CHWR
1" HWS
1" HWR
2 1/2" CHWS2 1/2" CHWR
2 1/2" HWS2 1/2" HWR
3" HWR
3" HWS
3" CHWR
3" CHWS
VAV-2
VAV-1
T C
VAV-3
VAV-5
VAV-4
VAV-6
VAV-8
VAV-9
VAV-12
VAV-11
VAV-10
VAV-13
VAV-24
VAV-25
VAV-22
VAV-23
VAV-21VAV-20
VAV-19
VAV-18VAV-17
VAV-16
VAV-7 T
VAV-14
T
VAV-15
VAV-4-SC
VAV-4-SC VAV-4-SC
VAV-4-SC
1
1
2" CHWR 1" CHWS
1" CHWR
3/4" HWS
3/4" HWR
1 1/2" HWS
1 1/2" HWR
3/4" HWR
3/4" HWS
1 1/4" CHWR
1 1/4" CHWS
GENERAL NOTES:
1.ALL CHILLED BEAMS REQUIRE 24"x24" ACCESS PANEL LOCATED SUCH THAT
VALVES AND BACK OF COIL ARE ACCESSIBLE.
2.ALL CHILLED BEAMS SHALL HAVE 3/4"Ø CHWS/R AND HWS/R PIPING BACK TO
ZONE MAIN UNLESS OTHERWISE INDICATED.
3.FOR CHILLED BEAM HW AND CHW FLOW RATES SEE SCHEDULE SHEETS M602
AND M603.
4. ONLY VAV'S SHOWN ON THIS PIPING PLAN SHALL BE SUPPLIED WITH A HOT
WATER REHEAT COIL.
5.CHILLED BEAMS SHALL BE VALVED AND PIPED PER CONTROL DIAGRAM ON
SHEET M703. GENERAL PIPING SHALL MEET ALL REQUIREMENTS PER DETAIL #7
ON SHEET M503.
6.ALL FAN COIL UNITS (FCU) SHALL BE PIPED TO THE LOW TEMPERATURE CHILLED
WATER LOOP (42°F).
7.ALL CHILLED BEAMS (CB) SHALL BE PIPED TO THE HIGH TEMPERATURE CHILLED
WATER LOOP (58°F).
8.ALL HEATING HOT WATER PIPING SHALL BE 3/4"Ø UNLESS OTHERWISE NOTED.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:28:10 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M303
HVAC LEVEL 3 PIPING PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 HVAC PIPING - LEVEL 3
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1
CHWS
1
CHWR
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
29
28 27 26 25 24 22
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
AHU
1
EHU
3 EHU
4
1" HWS1" HWR
1" HWR1" HWS
1 1/4" HWS
1 1/4" HWR
1" HWR
1" HWS
1" HWR
1" HWS
3/4" HWS
3/4" HWR
1 1/2" HWS
1 1/2" HWR
1 1/2" HWS
1 1/2" HWR
2" HWS2" HWR
1" HWR
1" HWS
1" HWS
1" HWR
1" HWS
1" HWR
2" HWS
2" HWR
2 1/2" HWR
2 1/2" HWS
2" HWS AND HWR TO
AHU-3 ON ROOF
3" CHWS 3" CHWR
3" CHWS AND CHWR
TO AHU-3 ON ROOF
6" CHWS
6" CHWR
6" HWR
6" HWS
6" CHWS
6" CHWR
6" HWR
6" HWS
3" CHWS
3" CHWR
3" HWS
3" HWR
3" CHWS
3" CHWR
3" HWS
3" HWR
1
HWS
1
HWR
STAIR 2
ST402
STAIR 1
ST401
ELEVATOR
3
EL403
1
2
4
8
5
VAV-3
400 CFM
200 CFM
75 CFM
5
VAV-4
1000 CFM
600 CFM
200 CFM
1
VAV-4
1000 CFM
600 CFM
200 CFM
2
VAV-4
1000 CFM
600 CFM
200 CFM
4
VAV-4
1365 CFM
500 CFM
250 CFM
8
VAV-9 VAV-9 VAV-7 VAV-10
T
VAV-1
T
VAV-2 T
VAV-4
T
VAV-3
T
VAV-5
T
VAV-8
T
VAV-6
T
VAV-7 C
3
VAV-4
910 CFM
450 CFM
175 CFM
3
VAV-9 VAV-9
7
6
VAV-4
1365 CFM
700 CFM
250 CFM
7
VAV-4
1365 CFM
700 CFM
250 CFM
6
VAV-10VAV-10
1
AHU
2
1
GENERAL NOTES:
1.ALL CHILLED BEAMS REQUIRE 24"x24" ACCESS PANEL LOCATED SUCH THAT
VALVES AND BACK OF COIL ARE ACCESSIBLE.
2.ALL CHILLED BEAMS SHALL HAVE 3/4"Ø CHWS/R AND HWS/R PIPING BACK TO
ZONE MAIN UNLESS OTHERWISE INDICATED.
3.FOR CHILLED BEAM HW AND CHW FLOW RATES SEE SCHEDULE SHEETS M602
AND M603.
4. ONLY VAV'S SHOWN ON THIS PIPING PLAN SHALL BE SUPPLIED WITH A HOT
WATER REHEAT COIL.
5.CHILLED BEAMS SHALL BE VALVED AND PIPED PER CONTROL DIAGRAM ON
SHEET M703. GENERAL PIPING SHALL MEET ALL REQUIREMENTS PER DETAIL #7
ON SHEET M503.
6.ALL FAN COIL UNITS (FCU) SHALL BE PIPED TO THE LOW TEMPERATURE CHILLED
WATER LOOP (42°F).
7.ALL CHILLED BEAMS (CB) SHALL BE PIPED TO THE HIGH TEMPERATURE CHILLED
WATER LOOP (58°F).
8.ALL HEATING HOT WATER PIPING SHALL BE 3/4"Ø UNLESS OTHERWISE NOTED.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:28:22 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M304
HVAC LEVEL 4 PIPING PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 HVAC PIPING - LEVEL 4
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
(2.00 GPM)(2.00 GPM)(1.50 GPM)(2.00 GPM)(0.75 GPM)(2.25 GPM)(2.25 GPM)(1.75 GPM)
ROOF
LOWER LEVEL
SPECIAL COLLECTIONS
SPECIAL COLLECTIONS
SPECIAL COLLECTIONS
SPECIAL COLLECTIONS SPECIAL COLLECTIONS
NORTH JEWEL BOX
NORTH JEWEL BOX
NORTH JEWEL BOX
NORTH JEWEL BOX GENERAL COLLECTIONS MEP SPACE
4TH FLOOR
3RD FLOOR
2ND FLOOR
1ST FLOOR
GROUND FLOOR
SOUTH JEWEL BOX
SOUTH JEWEL BOX
SOUTH JEWEL BOX
SOUTH JEWEL BOX
EVENT SPACE
MEP SPACE
86.524 R
S
R
S
R
S
R
S
R
S 86.524
R
S
R
S
R
S
R
S
R
S
R
S
R
S
R
S 86.524 R
S
R
S
R
S
R
S
R
S 86.524
R
S
R
S 46.521.546.521.5
88"x22"
22"x12"
22"x12"
22"x12"
18"x12"
24"x16"
48"x24"
ARCHITECTURAL INTAKE
(75 SQ. FT. NET FREE AREA)
44"x22"
44"x22"
80"x28"
42"x16"
2 HOUR RATED
DUCTWORK FROM
SFD ON LL UP
RISER AND
MINIMUM 2'-0" INTO
ASSOCIATED SC
AREA. DUCTWORK
TO BE DURADUCT
GNX. (TYP. 5)
34"x16"
30"x14"
30"x14"
56"x20"
34"x16"
30"x14"
60"x20""
60"x20"
100"x22"
50"x20"
50"x20"60"x20"
60"x20"
60"x20"
36"x18"36"x18"
60"x20"
56"x20"
60"x20"
60"x20"
100"x22"
50"x20"
34"x16"
34"x16"
30"x14"
60"x20"
60"x20"
60"x20"
SC SUPPLY
SFDSFDSFDSFDSFD
SC SUPPLY
SC SUPPLY
SC SUPPLY
SC SUPPLY
SFD
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
SFD
FLOOR SUPPLY
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY FLOOR SUPPLY
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
FLOOR SUPPLY
SFD
SFD
SFD
SFD
SFD
SFD
SFD
FLOOR SUPPLY
SFD SFD SFD
SFD
FLOOR SUPPLY
SFD
AHU
5
AHU
4
AHU
1
AHU
2
S
1
S
2.1
S
1.1
S
3.1
S
3.2
S
3.3
S
3.4
S
3.5
AHU
3
S
6
S
5 S
4
S
2
P
3
P
1
P
1
P
1
P
1
P 2
P
4
1
2
3
4
NOTES:
LOCATION OF DUCT STATIC PRESSURE CONTROL SENSOR SEE DRAWING M706.
LOCATION OF DUCT STATIC PRESSURE CONTROL SENSOR SEE DRAWING M708.
LOCATION OF DUCT STATIC PRESSURE CONTROL SENSOR SEE DRAWING M707.
LOCATION OF DUCT STATIC PRESSURE CONTROL SENSOR SEE DRAWING M709.
OSA
SASA
SASA
OSA
SA RA
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:28:29 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M401
HVAC SUPPLY AIR RISER
DIAGRAM
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
ROOF
LOWER LEVEL
SPECIAL COLLECTIONS
SPECIAL COLLECTIONS
SPECIAL COLLECTIONS
SPECIAL COLLECTIONS SPECIAL COLLECTIONS
NORTH JEWEL BOX
NORTH JEWEL BOX
NORTH JEWEL BOX
NORTH JEWEL BOX GENERAL COLLECTIONS MEP SPACE
4TH FLOOR
3RD FLOOR
2ND FLOOR
1ST FLOOR
GROUND FLOOR
SOUTH JEWEL BOX
SOUTH JEWEL BOX
SOUTH JEWEL BOX
SOUTH JEWEL BOX
EVENT SPACE
MEP SPACE
R
S
R
S
R
S
R
S
R
S
R
S
R
S
R
S 86.524 R
S
R
S
R
S
R
S
R
S 86.52486.524 R
S
R
S
R
S
R
S
R
S 86.524
R
S
R
S46.521.5 46.521.5
22"x12"
22"x12"
22"x12"
18"x12"
24"x16"
48"x24"
ARCHITECTURAL RELEIF
(75 SQ. FT. NET FREE AREA)
80"x28"
56"x20"
76"x20"
44"x22"
EXHAUST LOUVER LOCATED ABOVE
ACCESS DOOR.
(12 SQ. FT. NET FREE AREA)
2 HOUR RATED DUCTWORK FROM SFD ON LL UP
RISER AND MINIMUM 2'-0" INTO ASSOCIATED SC
AREA. DUCTWORK TO BE DURADUCT GNX. (TYP. 5)
42"x16"
96"x20"
46"x12"
60"x20"
60"x20"
58x22"
50"x20"
60"x20"
60"x20"
56"x20"
34"x16"
34"x16"
30"x14"
30"x14"
46"x14"
16"x34"
14"x30"
46"x20"
46"x20"
44"x22"
30"x14"
34"x16"96"x20"
60"x20"
96"x20"
60"x20"50"x20"
58x22"
36"x18"36"x18"
60"x20"
60"x20"
60"x20"60"x20"50"x20"60"x20"30"x14"
30"x14"
34"x16"
AHU
5
AHU
4
RF
1
RF
1
R
3.1
R
3.2
R
3.3
R
3.4
R
3.5
AHU
1
AHU
2
AHU
3
R
2.1
R
1
R
2
R
1.1
R
4
R
5
SASA
SASA
SC RETURN
SC RETURN
SC RETURN
SC RETURN
SC RETURN
SFDSFDSFDSFDSFD
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
FLOOR RETURN
SFD
SFD SFD
SFD SFD
SFD SFD
SFD SFD
SFD
OSA
OSA
SARA
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:28:36 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M402
HVAC RETURN AIR RISER
DIAGRAM
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
ROOF
SPECIAL COLLECTIONS
SPECIAL COLLECTIONS
SPECIAL COLLECTIONS
SPECIAL COLLECTIONS
NORTH JEWEL BOX
NORTH JEWEL BOX
NORTH JEWEL BOX
4TH FLOOR
3RD FLOOR
2ND FLOOR
1ST FLOOR
GROUND FLOOR
SOUTH JEWEL BOX
SOUTH JEWEL BOX
SOUTH JEWEL BOX
SOUTH JEWEL BOX
EVENT SPACE
16"x16"
TEF
1
TE
1
EF
1
EF
2
EX
2
EX
1
TOILET EXHAUST
SFD
TOILET EXHAUST
SFD
TOILET EXHAUST
SFD
TOILET EXHAUST
SFD
TOILET EXHAUST
SFD
SFD
SFD
SFD
SFD
SFD
SFD
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:28:42 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M403
HVAC EXHAUST AIR RISER
DIAGRAM
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
ROOF
LOWER LEVEL
SPECIAL COLLECTIONS
SPECIAL COLLECTIONS
SPECIAL COLLECTIONS
SPECIAL COLLECTIONS SPECIAL COLLECTIONS
NORTH JEWEL BOX
NORTH JEWEL BOX
NORTH JEWEL BOX
NORTH JEWEL BOX GENERAL COLLECTIONS MEP SPACE
4TH FLOOR
3RD FLOOR
2ND FLOOR
1ST FLOOR
GROUND FLOOR
SOUTH JEWEL BOX
SOUTH JEWEL BOX
SOUTH JEWEL BOX
SOUTH JEWEL BOX
EVENT SPACE
MEP SPACE
86.524 R
S
R
S
R
S
R
S
R
S 86.524
R
S
R
S
R
S
R
S
R
S
R
S46.521.5 46.521.5
R
S
R
S
R
S
R
S 86.524 R
S
R
S
R
S
R
S
R
S 86.524
SEE SHEET M-405 FOR CHILLED WATER FLOW DIAGRAM
8"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
AHU
5
AHU
4
AHU
1
AHU
2
AHU
3
CHWS
1
CHWR
1
CHWS
2
CHWR
2
TO SPACE-MOUNTED 4-PIPE
CHILLED BEAMS
TO SPACE-MOUNTED 4-PIPE
CHILLED BEAMS
TO SPACE-MOUNTED 4-PIPE
CHILLED BEAMS
TO SPACE-MOUNTED 4-PIPE
CHILLED BEAMS
P
P
CONTROLLING DIFFERENTIAL
PRESSURE SENSOR LOCATION.
SEE PDT-01 ON SHEET M701.
CONTROLLING DIFFERENTIAL
PRESSURE SENSOR LOCATION.
SEE PDT-02 ON SHEET M701.
FROM SPACE-MOUNTED 4-PIPE
CHILLED BEAMS
FROM SPACE-MOUNTED 4-PIPE
CHILLED BEAMS
FROM SPACE-MOUNTED 4-PIPE
CHILLED BEAMS
FROM SPACE-MOUNTED 4-PIPE
CHILLED BEAMS
TO SPACE-MOUNTED FAN COIL
UNITS
FROM SPACE-MOUNTED FAN
COIL UNITS
TO SPACE-MOUNTED FAN COIL
UNITS
FROM SPACE-MOUNTED FAN
COIL UNITS
TO SPACE-MOUNTED FAN COIL
UNITS
FROM SPACE-MOUNTED FAN
COIL UNITS
TO SPACE-MOUNTED FAN COIL
UNITS
FROM SPACE-MOUNTED FAN
COIL UNITS
TO SPACE-MOUNTED FAN COIL
UNITS
FROM SPACE-MOUNTED FAN
COIL UNITS
OSA
SASA
SARA
SASA
OSA
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:28:49 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M404
HVAC CHILLED WATER
RISER DIAGRAM
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
ROOF
LOWER LEVEL
SPECIAL COLLECTIONS
SPECIAL COLLECTIONS
SPECIAL COLLECTIONS
SPECIAL COLLECTIONS SPECIAL COLLECTIONS
NORTH JEWEL BOX
NORTH JEWEL BOX
NORTH JEWEL BOX
NORTH JEWEL BOX GENERAL COLLECTIONS MEP SPACE
4TH FLOOR
3RD FLOOR
2ND FLOOR
1ST FLOOR
GROUND FLOOR
SOUTH JEWEL BOX
SOUTH JEWEL BOX
SOUTH JEWEL BOX
SOUTH JEWEL BOX
EVENT SPACE
MEP SPACE
86.524 R
S
R
S
R
S
R
S
R
S 86.524
R
S
R
S
R
S
R
S
R
S
R
S46.521.5 46.521.5
R
S
R
S
R
S
R
S 86.524 R
S
R
S
R
S
R
S
R
S 86.524
SEE SHEET M-405 FOR HOT WATER FLOW DIAGRAM
6"
6"
6"
6"
3"
AHU
5
AHU
4
AHU
1
AHU
2
AHU
3
HWS
1
HWR
1
TO SPACE MOUNTED VAV BOXES
AND 4-PIPE CHILLED BEAMS
P
CONTROLLING DIFFERENTIAL
PRESSURE SENSOR LOCATION.
SEE PDT-01 ON SHEET M702.
FROM SPACE-MOUNTED VAV
BOXES AND 4-PIPE CHILLED BEAMS
TO SPACE MOUNTED VAV BOXES
AND 4-PIPE CHILLED BEAMS
FROM SPACE-MOUNTED VAV
BOXES AND 4-PIPE CHILLED BEAMS
TO SPACE MOUNTED VAV BOXES
AND 4-PIPE CHILLED BEAMS
FROM SPACE-MOUNTED VAV
BOXES AND 4-PIPE CHILLED BEAMS
TO SPACE MOUNTED VAV BOXES
AND 4-PIPE CHILLED BEAMS
FROM SPACE-MOUNTED VAV
BOXES AND 4-PIPE CHILLED BEAMS
OSA
SASA
SARA
SASA
OSA
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:28:55 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M405
HVAC HOT WATER RISER
DIAGRAM
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
MAKE UP
FROM BLDG
TO BLDG
MECHANICAL ROOM WALL
CHILLED WATER DIFFERENTIAL
PRESSURE CONTROL VALVE
PDV-01. SEE SHEET M701.
MECHANICAL ROOM WALL
CHILLED WATER DIFFERENTIAL
PRESSURE CONTROL VALVE
PDV-02. SEE SHEET M701.
MECHANICAL ROOM WALL
CHILLED WATER DIFFERENTIAL
PRESSURE CONTROL VALVE
PDV-02. SEE SHEET M701.
HOT WATER FLOW DIAGRAM
CHILLED WATER FLOW DIAGRAM
6"Ø
6"Ø
ET
2
AS
3
P
7
P
8
P
9
P
10
B
1
B
2
B
3
P
2
P
1
P
5
P
4 HX
1
CHWS
1
CHWR
1
CHWR
2
CHWS
2
AS
1
AS
2
ET
1
P
3
P
6
B
4 FROM ALUMNAE GYMTO ALUMNAE GYMFROM CAMPUS CHILLEDWATER MAINTO CAMPUS CHILLEDWATER MAINTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:29:02 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M406
HVAC HW/CHW FLOW
DIAGRAM
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
SCALE:SCALE:
SCALE:SCALE:SCALE:SCALE:
SCALE:
SCALE:SCALE:
SCALE:
SCALE:
SCALE:SCALE:
SCALE:SCALE:SCALE:
SCALE:
SCALE:
PIPE RISER SUPPORT10
NTS
BELOW GROUND PENATRATION THROUGH FOUNDATION WALL9
NTS
ACOUSTICAL FLOOR, CEILING & WALL PIPE SEAL13
NTS
EXTERIOR WALL SLEEVE12
NTS
PIPE PENETRATION OF FULL HEIGHT PARTITIONS11
NTS
2-PIPE FAN COIL, 2-WAY CONTROL VALVE14
NTS
4-PIPE FAN COIL, 2-WAY CONTROL VALVES6
NTS
PIPE HANGER SUPPORT7
NTS
MANUAL AIR VENT ASSEMBLY8
NTS
VERTICAL SPLIT COUPLE INLINE PUMP DETAIL1
NTS
DIFFERENTIAL PRESSURE TRANSDUCER MOUNTING DETAIL3
NTS
TERMINAL BOX HOT WATER COIL VALVE PACK DETAIL5
NTS
MULTIPLE WATER COILS2
NTS
MAKE-UP WATER, BLADDER EXPANSION TANK & AIR SEPARATOR FOR CLOSED LOOP
HOT WATER SYSTEM (MAIN SIZE: GREATER THAN 4" SUPPLY)16
NTS
MAKE-UP WATER, BLADDER EXPANSION TANK & AIR SEPARATOR FOR CLOSED LOOP
CHILLED WATER SYSTEM (GREATER THAN 4" SUPPLY)15
NTS
HIGH EFFICIENCY CONDENSING BOILER17
NTS
CHEMICAL FEED (SHOT FEEDER)4
NTS
ATMOSPHERIC BOILER STACK AND BREECHING18
NTS
H14-05
H03-02H03-04 H11-05
H03-12
-
4-INCH HIGH CONCRETE EQUIPMENT
PAD
SEALED COMBUSTION
AIR INTAKE
EXHAUST OUTLET PER
ATMOSPHERIC BOILER
STACK AND DISCHARGE
DETAIL
SUPPLY/RETURN HEADERS
BOILER CONDENSATE TRAP
ASSEMBLY (PROVIDE WITH
1"I.D. POLYPROPYLENE
DRAIN HOSE AND PH
NEUTRALIZER CANISTER.
COORDINATE TERMINATION
P.O.S.).
WALL
ASSEMBLY
SHUNT
WITH MEMORY STOP
BALANCING VALVE
SHUT OFF/
RETURN
SUPPLY
NC
5 GALLON SHOT
FEEDER TANK OR
OTHER SIZE AS
SPECIFIED ASME
RATED
TO CHILLED OR
HOT WATER RETURN
3/4"
FROM CHILLED
OR HOT WATER
SUPPLY
3/4"
AND TOP
SEE SPECIFICATIONS
1. PROVIDE NECESSARY GUYING (3) LOCATIONS MINIMUM TO STRUCTURAL
BOTTOM OF VERTICAL RISER. PIPE DRAIN WITH
4. FOR FORCED DRAFT EQUIPMENT, PROVIDE DRAIN TEE AT
3. SEE SPECIFICATIONS FOR OTHER REQUIREMENTS.
2. CURB ROOFING AND FLASHING BY GC
STEEL AND SUPPORTS AS REQUIRED BY FLUE HEIGHT.
NOTES:
ROOF
INSULATED FLUE
6'-0" MIN
BY LOCAL
REQUIRED
STORM COLLAR,
ROOF-FLASHING,
FLUE
SKIRT TO
FLASHING
COUNTER-
RIVET & WELD
CODES
OR AS
COLLAR
SQUEEZE
DRAFT EQUIPMENT)
CONE FOR FORCED
(USE TAPERED EXIT
ROUND-TOP CAP
1/4" MIN
1"
OR OTHER APPROVED MATERIAL
FIREPROOF MINERAL WOOL
SCHEDULE 80 PIPE ONE
SIZE LARGER THAN RISER
SLEEVE ONE NOMINAL
THAN SLEEVE
NOMINAL SIZE LARGER
RISER CLAMP
CONTINUOUS WELD
FIREPROOF CAULK
(TOP & BOTTOM)
MOISTURE SEALED WITH CAULKING
PENETRATION MUST BE PROPERLY
FILLED WITH RESILIENT PACKING
OUTSIDE PIPE DIAMETER AND
CORED HOLE 4" LARGER THAN
JOINT OR FLEX LOOP
PIPE GOING INTO SWING
WALLGROUND LEVEL
SPLIT SEAL
10 POUNDS PER CUBIC FOOT FIBERGLASS
TEMPS < 240° F. ABOVE 240° F USE
3/4" THICK MIN NEOPRENE SPONGE FOR
ENGINEER.
WITH ANCHORS, GUIDES, ETC, IF NECESSARY. COORDINATE WITH STRUCTURAL
THIS DETAIL IS FOR ONE FLOOR ONLY, TO BE USE IN AN ENGINEERED RISER
NOTE:
2"
INTERIOR
FOUNDATION WALL
BUILDING EXTERIOR
COLLAR
WATERSTOP & ANCHOR
SLEEVE WITH
WEIGHT STEEL PIPE
PROVIDE STANDARD
EXTERIOR SIDE
ESCUTEON OUTSIDE
BUILDING W/ SET
SCREWS WHERE
REQUIRED.
"LINK-SEAL" MODULAR WALL TO
PIPE PENETRATION CLOSURE,
SEAL AS MANUFACTURED BY
THUNDERLINE CORPORATION.
1/4" THICK STEEL WATERSTOP AND
ANCHOR COLLAR WELDED TO SLEEVE:
ID TO MATCH PIPE SLEEVE OD AND OD
TO BE 4" LARGER THAN ID
SLEEVE
PIPE
NOTES:
1. AT FIRE RATED PARTITIONS, REPLACE PACKING AND SILICONE SEALANT
2. FIRE STOP PIPE PENETRATIONS THRU CORRIDOR WALLS ABOVE CEILINGS.
WITH UL LISTED FIRE STOP SYSTEM. INSTALL IN ACCORDANCE WITH UL LISTING.
(TYP)
1/2" MAX
MINERAL FIBER
NON-RATED
SILICONE
ACOUSTICAL
PARTITION
PACKING
AND AIRFLOW
SEALANT
NOTE:
ALL VALVES AND FITTINGS SHOWN ABOVE MUST FIT
WITHIN THE FAN COIL ENCLOSURE. UNINSULATED PIPE
AND VALVES SHALL BE OVER EXTENDED DRAIN PAN.
PIPE DRAIN PAN TO DRAIN
COIL
RETURN SUPPLY
MAV
COIL
COIL
SUPPLY RETURN
AND VALVES SHALL BE OVER EXTENDED DRAIN PAN.
WITHIN THE FAN COIL ENCLOSURE. UNINSULATED PIPE
ALL VALVES AND FITTINGS SHOWN ABOVE MUST FIT
NOTE:
PIPE COOLING COIL
TO DRAIN
DRAIN PAN
MAV
MAV
SUPPLYRETURN
ADJUSTABLE HANGER
WITH ROLLER
LOCKING NUT
SUPPORT NUT INSULATION
PIPE
PIPE COVERING
PROTECTION
16 GA SADDLE
GALVANIZED
INSULATION
SHIELD 12"LONG.
NOTES:
1. SEE SPECIFICATION FOR HANGER SIZES.
2. PIPE 8" AND LARGER SHALL HAVE ROLLER SUPPORTED WITH DUAL RODS.
3. FOR CHW SERVICE OVER 3" REPLACE SADDLE WITH 12" LONG 14 GA SHIELD WITH RIGID
INSULATION BETWEEN PIPE AND SHIELD.
MIN.9 lb/cft
DENSITY RIGID
INSULATION AT
SHIELD
CLEVIS HANGER
(FOR 1/2" UP TO
HEAVY DUTY
& INCL. 3" PIPE)
(FOR 4" TO 6" PIPE)
4 PIPE DIAMETERS (WITH 18"MAX)
USE TFE TAPE ON ALL THREADED JOINTS.
NOTE:
HIGHEST POINT IN SYSTEM
REDUCER
1/4" BRASS NIPPLE
1/4" GAGE COCK
1/4" TYPE "L" COPPER TUBE
LUG BODY BUTTERFLY
VALVE W/ MEMORY
STOP FOR BALANCING
NOTE 4
NOTES:
1. PROVIDE
1_
4" STAINLESS STEEL TUBING WITH BALL VALVES FOR PRESSURE
READING AROUND PUMP.
2. PROVIDE 3 PIPE DIAMETERS STRAIGHT RUN.
3. PROVIDE PIPE SUPPORT WITH VIBRATION ISOLATION PAD, (TYP.) REFER TO
MFG'S INSTALLATION MANUAL.
4. PROVIDE BALL VALVE WITH FULL SIZED THREADING, HOSE BIBB, CAP AND
CHAIN.
5. 4" CONCRETE HOUSEKEEPING PAD BY G.C
NOTE 1
TWIN SPHERE FLEX
CONNECTOR WITH
THRUST RODS AS
REQUIRED (TYP.)
GLOBE TYPE
SILENT CHECK
VALVE
LUG BODY BUTTERFLY
VALVE (TYP.) (OPERATORS
AS SPECIFIED)
SPOOL PIECE
SPOOL PIECE
NOTE 3
NOTE 5
NOTE 2
STRAINER
FULL RADIUS
REDUCING
ELBOW IF
REQUIRED
(TYP.)
PROVIDE SPRING ISOLATION PIPE
HANGERS, AS SHOWN AND WITH
50 FEET HORIZONTAL OF
ROTATING EQUIPMENT. REFER
TO SPECIFICATIONS (TYP.)
FULL SIZE SUCTION
DIFFUSER W/ STRAINER
NOTE 3
PRESSURE TRANSDUCER
INPUT
LINE
INPUT
TUBING TYPE L
1/2" COPPER
HOSE CAP CONNECTIONS
1/2" BALL VALVES W/
3 VALVE MANIFOLD
LINE
DRAIN LEGS
OR POLE
MOUNT ON WALL
DIFFERENTIAL
VENT VALVES
ATC
BY OTHERS
RETURNRETURNRETURN
SUPPLYSUPPLYSUPPLYSUPPLY
Model #URP full port union
supplied with PTV (combination
manual vent and PT port)
Model #SV combination ball valve,
wye strainer and union with PT
Model #AB - Combination Automatic
flow control valve with ball valve,
union, and dual PT ports
MAV
MAV
MAV
NOTE 8SEE NOTE 9
DOV
PT
PT FZ
CO PT
DOV
LEAVING AIR TEMPERATURE IS ABOVE FREEZING.
IN SOME COILS CAN ALLOW WATER TO FREEZE IN COIL EVEN THOUGH THE
SHALL INITIATE AN ALARM WHEN IT SENSES BELOW 38°F. (CIRCUITING
PROVIDE IMMERSION AQUASTAT WELL. FREEZESTAT, FZ (AN AQUASTAT)
9. FOR WATER COILS ONLY (NOT GLYCOL) THAT ARE SUBJECT TO FREEZING.
OF MAX PRESSURE OF PUMP.
8. PROVIDE PROPER RANGE PRESSURE GAUGE OF FULL SCALE = 150%
MAV
FZ
7. REFER TO SPECIFICATIONS FOR DRAIN PAN REQUIREMENTS.
WITH FLANGES FOR ISOLATION.
6. FOR SUPPLY AND RETURN PIPES LARGER THEN 2" USE BUTTERFLY VALVES
(TYP)
DRAIN
NEAREST
TO
EXTEND
DRAIN LINES
INDEPENDENT
SEE NOTE 7 (TYP)
(TYP)
SEE NOTE 6
NOTES:
1. PROVIDE SIMILAR PIPING FOR 3 OR MORE COILS HIGH.
2. LOCATE PIPE UNIONS (OR FLANGED BODY) AND ARRANGE PIPING
TO FACILITATE COIL REMOVAL. PROVIDE REDUCERS AS REQUIRED.
3. PROVIDE SIMILAR PIPING ARRANGEMENTS ON EACH SIDE FOR
TWO-SECTION-WIDE COIL ASSEMBLY.
4. TWO-WAY CONTROL VALVE SHOWN. SEE AUTOMATIC-TEMPERATURE-CONTROL
DIAGRAM AND SPECIFICATIONS FOR ACTUAL JOB REQUIREMENTS.
FOR 3-WAY VALVE PROVIDE ADDITIONAL THERMOMETER AND
ISOLATION VALVE W/MEMORY STOP IN BYPASS LEG.
5. FOR SUPPLY AND RETURN PIPES 2" AND SMALLER, USE BALL VALVES
WITH UNIONS FOR ISOLATION.
DRAIN VALVES AT LOW POINTS OF ALL
COIL HEADERS SAME SIZE AS
COIL-OUTLET SIZES BUT NOT
LESS THAN 3/8".
AIR
FLOW
REDUCE AS
NEEDED (TYP)
WATER
COIL
SEE NOTE 4
SUPPLY
6" DIRT POCKET
FULL SIZE OF HEADER
DRAIN
PAN(S)
PIPING
(COOLING
ONLY)
1&1/4 0-14
1&1/2 14-21
2 21-40
2&1/2 40-65
3 65-115
4 115-240
RUNOUT SIZING
SIZE (IN) FLOW (GPM)
RETURN
SEE NOTE 5
CO
CO
TRAP SEAL
REFER TO DRAINPAN WATER SEAL DETAIL (TYP)
TO
ADD'L
COILS
3/8"
AAV
AIR SEPARATOR
(TYP)
SEE NOTE 3
AAV (LARGE CAPACITY)
VALVES FOR 2" PIPES AND SMALLER (SEE SPECS).
AND LARGER; FULL PORT LOCKING HANDLE BALL
3. PROVIDE BUTTERFLY VALVES FOR 2-1/2" PIPES
SIZE OF
MAIN PIPE
SIZE OF AIR
SEPARATOR
3" - 5"
6"
OVER 6"
2"
3"
4"
SEPARATOR
SIZE OF AIR
REDUCE TO
TOP OF MAIN
FULL SIZE TEE OFF
EXCHANGER
WITH HOSE BIBB
DRAIN OFF VALVE
OR HEAT
FROM BOILER
PUMP SUCTION
TO HOT WATER
12"
PREVENT GRAVITY HEATING OF TANK.
2. PROVIDE ANTI-THERMOSYPHON LOOP TO
BOTTOM CONNECTION NOT PERMITTED.
DEBRIS FROM ENTERING PIPE TO TANK. TOP OR
1. CONNECT TO SIDE OF MAIN TO PREVENT AIR OR
NOTES:
SEE NOTE 1
SEE NOTE 2
MAKE-UP SIZE (d)
TOTAL SYSTEM
PUMP FLOW (GPM)
UP TO 200
201-500
501-1,200
1,201-3,000
3,001-5,000
5,001-12,000
d
(INCHES)
1/2
3/4
1
1 1/4
1 1/2
2
3
5
10
20
30
60
PRV MIN.
FLOW (GPM)
FLOOR
RELIEF VALVE (TYP.)TO 6" AFF
ADJUST TO 0.5 TO 1 PSI
MAXIMUM PRESSURE DROP
ACROSS AIR SEPARATOR
AAV (LARGE CAPACITY)
(TYP)
SEE NOTE 3
AIR SEPARATOR
TO CHILLED WATER
PUMP SUCTION
FROM CHILLED
WATER SYSTEM
RETURN
FLOW (GPM)
PRV MIN.
60
30
20
10
5
3
2
1 1/2
1 1/4
1
3/4
1/2
(INCHES)
d
5,001-12,000
3,001-5,000
1,201-3,000
501-1,200
201-500
UP TO 200
PUMP FLOW (GPM)
TOTAL SYSTEM
MAKE-UP SIZE (d)
SEE NOTE 2
SEE NOTE 1
NOTES:
1. CONNECT TO SIDE OF MAIN TO PREVENT AIR OR
DEBRIS FROM ENTERING PIPE TO TANK. TOP OR
BOTTOM CONNECTION NOT PERMITTED.
2. PROVIDE ANTI-THERMOSYPHON LOOP TO
PREVENT GRAVITY HEATING OF TANK.
AAV
12"
DRAIN OUT VALVE
WITH HOSE BIBB
FULL SIZE TEE OFF
TOP OF MAIN
REDUCE TO
SIZE OF AIR
SEPARATOR
4"
3"
2"
OVER 6"
6"
3" - 5"
SEPARATOR
SIZE OF AIR
MAIN PIPE
SIZE OF
3. PROVIDE BUTTERFLY VALVES FOR 2-1/2" PIPES
AND LARGER; FULL PORT LOCKING HANDLE BALL
VALVES FOR 2" PIPES AND SMALLER (SEE SPECS).
FLOOR
3/8"
RELIEF VALVE (TYP.)TO 6" AFF
ADJUST TO 0.5 TO 1 PSI
MAXIMUM PRESSURE DROP
ACROSS AIR SEPARATOR
EXPANSION TANK
PIPE TO GLYCOL
STORAGE VESSEL.
EXPANSION TANK
PIPE TO GLYCOL
STORAGE VESSEL.
MAKE UP
1. TYPICAL FOR EACH BOILER.
NOTES:
2. SEALED COMBUSTION AIR INTAKE SHALL BE LOCATED
3 FEET (MIN.) BELOW ANY VENT TERMINATION WITHIN 10 FEET.
CONTROL VALVE
AUTOMATIC FL0W
VALVE (TYP 2)
BOILER ISOLATION
1.5-INCH BOILER
DRAIN VALVE
3/4" DRAIN VALVE
FLANGED
CONNECTION
(TYP)
3. SUPPORT NO WEIGHT FROM EXHAUST MANIFOLD AND INLET AIR ADAPTER.
BALANCING VALVE
MAKE UP
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:29:09 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M501
HVAC DETAILS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
SCALE:
SCALE:SCALE:
SCALE:
SCALE:
1
2
3
4
5
6
7
8
9
10
100
90
80
70
60
50
40
30
20
1
20
30
40
50
60
70
80
90
100
10
9
8
7
6
5
4
3
2
1 NO. 1 OF 3NO. 2 OF 3NO. 3 OF 3NO. 2 OF 2NO. 1 OF 2NO. 1 OF 1OUTSIDE RADIUS IN INCHESINSIDE RADIUS OF ELBOW IN INCHESNUMBER OF SPLITTERS
SCALE:SCALE:SCALE:SCALE:
SCALE:
SCALE:
MAVMAV
MAVMAV
SCALE:
SCALE:
SCALE:
SCALE:
HXX-XX
CLOSE COUPLED SUPPLY DUCT & REGISTER3
NTS
DUCT PENETRATION THROUGH ROOF6
NTS
DUCT HANGER SUPPORT7
NTS
BRANCH TAKE-OFFS4
NTS
DUCT PENETRATION OF FULL HEIGHT PARTITIONS8
NTS
NO & SPACING OF DUCT SPLITTER VANES9
NTS
FIRE DAMPER PENETRATION10
NTS
TYPICAL SUPPLY DIFFUSER/REGISTER DUCTWORK & CONNECTION11
NTS
AIR VOLUME TRAVERSE STATIOIN WITH DDC INTERFACE12
NTS
LOUVER CONNECTION1
NTS
ROOF-MOUNTED EXHAUST FAN5
NTS
PLATE AND FRAME HEAT EXCHANGER PIPING13
NONE
INLINE FAN14
NTS
SCALE: NTS
16COUPON RACK15NTS
FAN COIL DETAIL2
NTS
1
3 4
7
5
8
6
ZS
01
DI
ZS
02
DI
92
DO
H05-20
H10-01
H13-01
H10-07
H03-11
H12-02
REM TESTCONTROL CONTROL MONITOR
MONITOR
MONITOR
6 ±
GRID
EQUALIZING
APPROX
FLOW
AIR
BRANCH DUCT
MAIN OR
SIZE
NOMINAL FLANGE
AS REGISTERS
DUCT SAME
OPENING IN
REGISTER
FACE OF
FLANGED
DAMPER
BLADE
OPPOSED
OR SEALANT
GASKETS
PROVIDE
REGISTER
BOOT FOR
FLANGED
DECK
CURB TO
ANCHOR
ROOF DECK INSULATION
ROOF MEMBRANE
FLASHING
SS SHEETMETAL SCREW
S-SLIP CONNECTION
STEEL DECK
TO DECK
TACK WELD CURB
(THYCURB OR EQUAL)
CURB WITH WOOD NAILOR
PREFABRICATED, INSULATED
RESISTANT SEALANT
JOINT WITH OUTDOOR, UV
COMPLETELY SEAL & COVER
CONCRETE DECK
NOTES:
1. ON DUCTS OVER 48" WIDE, BOTTOM SHALL BE BRACED BY ANGLE. FOR CROSS SECTION AREA MORE
THAN 8 SQ FT, DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES.
2. CUTTING AND PATCHING SHALL BE LIMITED TO A MINIMUM AS REQUIRED FOR PROPER INSTALLATION.
3. SUPPORTS SHALL BE SPACED AND SIZED AS PER SMACNA.
1"
MAX. 60"SEE NOTE 3
ANGLE IRON
THREADED
HANGER ROD
UNISTRUT OR
HANGER
STRAP
OVER 60"
GALV. HANGER
W
L
(IF MAIN DUCT IS ROUND) L=1/4 W; 4"MIN
RETURN/EXHAUST AIR
SUPPLY AIR
VD
IS RECTANGULAR) OR CONICAL CONNECTION
TAPERED CONNECTION 45° ANGLE(IF MAIN DUCT
DUCT TAKE-OFF
MAIN DUCT
BRANCH DUCT
(TYP)
1/2" MAX
NOTES:
1. AT FIRE RATED PARTITIONS WITHOUT FIRE DAMPER, REPLACE PACKING AND SILICONE SEALANT
2. FIRE STOP DUCT PENETRATIONS THRU CORRIDOR WALLS ABOVE CEILINGS.
WITH UL LISTED FIRE STOP SYSTEM. INSTALL IN ACCORDANCE WITH UL LISTING.
SLEEVE
SHEETMETAL
(TYP)
1/2" MAX
MINERAL FIBER
NON-RATED
SILICONE
ACOUSTICAL
PARTITION
PACKING AND AIRFLOW
SEALANT (TYP)
SHEETMETAL SLEEVE
FRAMED OPENING OR
STEEL FRAME, ANGLE
1.25"X1.25"X0.125"
ONLY AT PENETRATIONS
EXPOSED TO VIEW IN
NON-MECHANICAL OR
ELECTRICAL SPACES
SILICONE
ACOUSTICAL
AND AIRFLOW
SEALANT (TYP)
NON-RATED
PARTITION
h = DUCT HEIGHT
w = DUCT WIDTH
h
w
NO. OF VANES
EQUIVALENT DIAMETER = (w+h)/2
1
2
3
3
. . . . . . . .
. . . . . . . .
. . . . . . . .
. . . . . . . .
WITHIN 2 EQUIV. DIA.:
WHEN 2 ELBOWS ARE
NO. OF VANES
DEPICTED HERE:
EXAMPLE AT LEFT IS
OF 3 VANES.
NO. 2 VANE OF A TOTAL
"NO. 2 OF 3" =
OF 3 VANES.
NO. 1 VANE OF A TOTAL
"NO. 1 OF 3" =
TERMINOLOGY:
= INSIDE RADIUS
= CENTERLINE RADIUS
R
r
rR
r/w = 0.5 IS A SQUARE THROAT ELBOW!
. . . . . . . .
. . . . . . . .
. . . . . . . .
. . . . . . . .
3
2
1
0
FOR 1 ELBOW:
r/w >= 1.50
1.5 > r/w >= 0.70
0.7 > r/w >= 0.60
0.6 > r/w >= 0.55
HOWEVER, MINIMUM INSIDE RADIUS R SHOULD BE 2".
NOTE:
r/w RATIO:
RADIUS ELBOW AND SPLITTER VANE REQUIREMENTS
R=20"
R=2"
R=4-1/4"
R=9-1/4"
6. INSTALLATION SHOWN AS AN EXAMPLE. SPECIFIC INSTALLATION SHALL
CONFORM WITH MANUFACTURER'S, UL APPROVED INSTRUCTIONS.
OR NEWER VERSION IF APPLICABLE) WHEN OPEN 100% FREE AREA IS REQUIRED.
SMACNA FIRE DAMPER AND HEAT STOP GUIDE - 2ND EDITION PAGE 9
FLOW
AIR
DUCT
(TYPE AND SIZE VARIES).
FIRE-RATED WALL OR PARTITION
500 FPM IN LOW PRESSURE DUCT SYSTEMS ONLY.
SUBSTITUTED FOR TYPE "3A OR 3B" WHERE VELOCITIES ARE UNDER
5. TYPE "1" FIRE DAMPERS (BLADES IN AIR STREAM) MAY BE
REQUIRED FOR FUSIBLE LINK REPLACEMENT.
4. ACCESS DOOR SHALL BE 12" X 12" OR LARGER IF
ACCESS DOOR.
3. WHEN DUCTWORK IS INSULATED OR LINED, PROVIDE INSULATED
2. PROVIDE SPRING LOADED CLOSURE FOR ALL FIRE DAMPERS.
TYPE "2" MAY BE USED.
WHEN DUCT DIMENSIONS REQUIRE MULTIPLE DAMPER SECTIONS,
1. DAMPER BLADES SHALL BE OUT OF AIRSTREAM TYPE "3A,3B,7 OR 8" (SEE
NOTES:
ACCESS
DOOR
(EITHER SIDE
OR BOTTOM)
R
R=DEPTH OF DUCT
ROUND DUCT
RECTANGULAR DUCT
FLEX CONN.
MAX. OFFSET = 1"
MAX OFFSET = 1"
FLEX CONN
ROUND DUCT
THAN NECK / COLLAR
DUCT WIDTH = 4" GREATERRECTANGULAR DUCT
FLEX CONN
NOTES:
1. THESE DETAILS ALLOW DUCTWORK TO BE PROVIDED BEFORE CEILING
GRID IS INSTALLED THEN DIFFUSER/REGISTER CAN BE POSITIONED
INTO GRID.
2. PROVIDE INSULATED TRANSITION ROUND TO SQUARE IF REQUIRED AT
DIFFUSER.
3. PROVIDE NYLON TY-WRAP TOOL OR REUSABLE SS DRAW BAND PER SPECS.
4. FLEX DUCT SHALL NOT HAVE MORE THAN 1/2" SAG PER FOOT.
5. LENGTH OF FLEX DUCT SHALL NOT EXCEED 3'-0".
6. PROVIDE DUCT MOUNTED VOLUME DAMPER WHENEVER POSSIBLE.
TRY TO AVOID NECK DAMPERS.
REFER TO SPECS
FOR INSULATED TYPE
SUPPLY DIFFUSER
ALIGNMENT & SPACE
DICTATE ONLY
DIMENSION TO ALLOW FOR
CONNECTION W/O FISHMOUTHING
HARD CONNECTION WHERE
RECTANGULAR DUCT
REGISTER (TYP.)
WHEN HEIGHT DOES NOT ALLOW FLEX CONN,
HARD-DUCT BUT BE SURE BRANCH IS 4" WIDER
THAN COLLAR TO ALLOW ALIGNMENT OF
TERMINAL WITHIN GRID WITHOUT FISHMOUTHING.
FOR STATIC
PRESSURE
MEASUREMENT
SEE SPEC
TRANSDUCER
PRESSURE
DDC
TRANSDUCER
DDC PRESSURE
ROUND STATION. FOR FANS USE CROSS-BAR STATION.
2. DETAIL ABOVE IS FOR RECTANGULAR DUCTWORK. FOR ROUND DUCT USE
LOCATION, PROVIDE AN ACCESS PANEL (MIN 18" X 18").
PLASTERED OR OTHERWISE FINISHED CEILING OR OTHER INACCESSIBLE
1. IF STATION IS MOUNTED IN DUCTWORK IN THE PLENUM OF A
NOTES:
TP
SP
TUBING (TYP)
1/4" COPPER
(TYP.)
GAUGE VALVE
LO
HI
DOOR
ACCESS
FLOW DIRECTION
AS WELL AS AIR
AND IN SQ FT
AREA) IN SQ INCHES
DUCT SIZE (FREE
LABEL INDICATING
LO
HI
MEASUREMENT
VOLUMETRIC
FOR
GAUGE
FLOW
AIR
DUCT
DUCT
FLOW
AIR
FLANGES
MOUNTING
STATION
TRAVERSE
AIR VOLUME
MAG
FOR STATIC PRESSURE
MEASUREMENT
6" FROM LOUVER WITH TRAP
INTO PAPER IS GREATER THAN 5'-0"),
SHOWN OTHERWISE ON PLANS)
DUCT, 12" X 12" MIN (UNLESS
ACCESS DOOR HALF HEIGHT OF
"D"
DN
CAULK ALL AROUND
STORM-PROOF LOUVER
DRAIN AT 5'-0" CENTERS (IF DEPTH
NOTE: WHEN "D" IS OVER 24" PROVIDE 3/4"
& UP 12"
SOLDER BOTTOM JOINT
PITCH TO OUTSIDE
ALL AROUND
SEAL AND CAULK
SEE NOTE
UNUSED LOUVER AREA)
BOARD INSULATION (ALSO INSULATE
EXPOSED PARTS W/ 2" RIGID
LOUVER PLENUM INSULATE ALL
1/2" BIRDSCREEN
AUTOMATIC
CONTROL DAMPER12" MINFINISHED ROOF
DUCTWORK (REFER TO
EXISTING ROOF
FLASHING
OF FAN CURB CAP
APPLIED TO UNDERSIDE
FOAM-RUBBER GASKET
FLASHING
COUNTER
SCREEN
DISCHARGE
NOTES:
1.SHIM CURB AND VENTILATOR,
IF NECESSARY, SO THAT ROOF
VENTILATOR IS DEAD LEVEL.
EQUIPMENT, AND INSTALLATION
SPECIFICATIONS FOR MATERIALS,
REFER TO THE CONSTRUCTION2.
REQUIREMENTS.
SECURE FAN TO CURB
UPBLAST FAN.
USE SIMILAR DETAIL FOR3.
WITH SHEET METAL
12" O.C.
SCREWS ALL AROUND
MOTOR OUT OF AIR STREAM
NON-FERROUS FASTNERS
TO PERMIT DOME REMOVAL
FOR ACCESS TO MOTOR.
CAULK/SEAL
AROUND JOINTS
PLANS FOR DIMENSIONS.
ROOF OPENING/FAN INLET)
TRANSITION TO MATCH
SECURE CURB TO
ROOF STRUCTURE (TYP)
POWER ROOT OPENING IN ACCORDANCE
APPROVED SHOP DRAWINGS.
WITH MANUFACTURER'SFEEDER
NOTE #5
SEE
FMTFMT
DOV W/HB (TYP)
BALL VALVES RESPECTIVELY.
6. REFER TO SELECTED PHX FOR ACTUAL HOOKUP LOCATIONS.
5. REFER TO CONTROL DRAWINGS AND SPEC FOR CONTROL VALVE LOCATION AND REQUIREMENTS.
BALANCING VALVES (WITH MEMORY STOP) AND REPLACE WITH FCV AND
4. ON PIPING 2" AND SMALLER, DELETE FLOW METER AND BUTTERFLY
5 AFTER DISCHARGE OF FLOW METER/TRANSMITTER.
3. PROVIDE 10 STRAIGHT PIPE DIAMETERS BEFORE INLET AND
(TYP FOR 4)
POCKET
6" DIRT
DRAIN (TYP.)
PIPE TO INDIRECT
SUPPLY
LIQUID
HEAT SINK
RETURN
LIQUID
HEAT SINK
SUPPLY
LIQUID
SOURCE
RETURN
LIQUID
SOURCE
2. PRESSURE-RELIEF VALVES SET AT PRESSURE RATING OF HEAT EXCHANGER.
FACILITATE SERVICING.
1. FLANGED OR UNION CONNECTION SHALL BE INSTALLED TO
NOTES:
MOVEMENT ROD
(TYP.)
GROMMET
RUBBER
WASHER (TYP.)
NUT (TYP.)
SUPPORT ROD
HUNG FROM CEILING
VIBRATION ISOLATOR
SPRING ASSEMBLY
FLEX CONNECTION (TYP)
3/16" THICK FRAME W/EYELET
WELDED TO FAN HOUSING,
PRIMED AND PAINTED (TYP.)
2"X2"X1/8" ANGLE
REINFORCEMENT
CONN TO DUCT
AIR
FLOWAD AD
ANCHOR DUCT
TO PREVENT
LATERAL
24" X 24" ACCESS DOOR
(BOTH SIDES) FOR ALL FANS
WITH DUCT CONNECTIONS LARGER
THAN 36" (ROUND OR SQUARE)
SUPPORT (TYP)
FAN
INLINE
NOTE:REFER TO CONSTRUCTION SPECIFICATIONS FOR MATERIALS,
EQUIPMENT, AND INSTALLATION REQUIREMENTS.
NORMAL/STANDBY
ELECTRIC CIRCUIT
SYSTEM
SMOKE
DETECTOR
(AREA)
KEYED NOTES:
1. FULL COVERAGE AREA SMOKE DETECTION SYSTEM PROVIDED BY DIVISION 28, DIVISION 28 SHALL CONNECT DETECTORS TO FIRE
ALARM SYSTEM MODULES CONTROLLING ASSOCIATED FIRE-SMOKE AND SMOKE DAMPERS.
2. DIVISION 28 SHALL PROVIDE A FIRE ALARM MONITOR MODULE TO SIGNAL FIRE ALARM SYSTEM ON DETECTION OF SMOKE AND TO
INTERFACE WITH BUILDING CONTROL SYSTEM FOR SMOKE CONTROL FUNCTIONS. THE FIRE ALARM SYSTEM MODULE SHALL HAVE
PRIORITY OVERRIDE CONTROL OF BAS INTERFACE.
3. DIVISION 28 SHALL PROVIDE FIRE ALARM CONTROL MODULE TO MONITOR CLOSED POSITION OF THE DAMPER.
4. DIVISION 28 SHALL PROVIDE FIRE ALARM CONTROL MODULE TO RELEASE FIRE/SMOKE DAMPER ON ACTIVATION OF SMOKE
DETECTOR.
5. DIVISION 28 SHALL PROVIDE FIRE ALARM MONITOR MODULE TO MONITOR DAMPER NORMAL/STANDBY ELECTRIC POWER STATUS
AND PROVIDE REQUIRED RELAY/CONTACTOR AT ACTUATOR LOCATION TO MONITOR THE PRESENCE OF POWER.
6. DIVISION 23 TO FURNISH DAMPER REMOTE INDICATION (LED) AND TEST STATION AND SHALL MOUNT DIRECTLY BELOW DETECTOR
ON WALL.
7. DIVISION 23 SHALL PROVIDE FIRE/SMOKE DAMPER AND ACTUATOR ACTIVATED BY FIRE ALARM SYSTEM. DIVISION 23 SHALL BE
RESPONSIBLE TO COORDINATE VOLTAGE OF ACTUATOR WITH DIVISION 26.
8. DIVISION 23 SHALL PROVIDE SMOKE/FIRE DAMPER EQUIPPED WITH TWO END SWITCHES (ONE INDICATES OPEN, ONE INDICATES
CLOSED). BUILDING CONTROL SYSTEM SHALL MONITOR POSITION OF BOTH END SWITCHES TO INDICATE OPEN OR CLOSED.
9. DIVISION 28 SHALL PROVIDE FIRE ALARM MONITOR MODULE TO SUPERVISE FIRE/SMOKE DAMPER POSITION.
NOTES:
A. WIRING OF COMPLETE POWER CIRCUIT INCLUDING CONNECTION TO
ALL MODULES AND REMOTE TEST STATIONS SHALL BE PROVIDED BY
DIVISION 26.
B. WIRING TO BUILDING CONTROL SYSTEM FROM MODULES AND END
SWITCHES SHALL BE PROVIDED BY DIVISION 23.
B. WIRING OF SMOKE DETECTORS TO THE FIRE ALARM MODULE AND
FROM ALL MODULES TO THE FIRE ALARM SYSTEM SHALL BE PROVIDED
BY DIVISION 28.
C. CONNECTION AND CONTROL OF FIRE SMOKE DAMPERS SHALL
COMPLY WITH CODE AND REQUIREMENTS OF LOCAL AUTHORITY
HAVING JURISDICTION (DIVISIONS 23, 26 AND 28).
D. REFER TO MECHANICAL RISER DIAGRAMS AND FLOOR PLANS FOR
QUANTITY AND LOCATION OF SMOKE AND FIRE SMOKE DAMPERS
(DIVISIONS 23, 26 AND 28).
SDET
SMOKE,
FIRE/SMOKE
DAMPER
ACTUATOR
FIRE ALARM
FIRE ALARM
BAS SMOKE
CONTROL
SHAFT FIRE-SMOKE DAMPER COORDINATION DETAIL - ALL DISCIPLINES: DIVISION 28 FURNISHED FULL COVERAGE
AREA SMOKE DETECTION SYSTEM AND BAS SMOKE CONTROL FUNCTIONS
PT
NOTES:
1. TYPICAL FOR COND WATER, CHILLED WATER AND
HOT WATER. LOCATE IN MECH ROOM AS INSTRUCTED
BY CHEMICAL TREATMENT CONTRACTOR AND OWNER.
BALL VALVE
1 X 1 TEE WITH PLUGGED END
TYPICAL FOR 6RETURN MAIN
SUPPLY MAIN
FILTER REMOVAL)
CEILING SERVICES WITH
COORDINATION OF OTHER
NECESSARY TO ALLOW
SIDE OR BOTTOM PULL IF
FILTER (MODIFY FRAME FOR
VALVES, ETC.
CONTROL VALVE, STRAINERS,
COMPONENTS INCLUDING
NOTE: INSULATE ALL PIPING
LINING
ACOUSTICAL
SEE SPECS
FLEX CONN
VIBRATION ISOLATION
SUPPORT FROM STRUCTURE
REFER TO WATER COIL
DETAIL FOR PIPING AND
DRAIN REQUIREMENTS
DUCTED
RETURN AIR
FLEX CONNECTION
(TYP)
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:29:15 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M502
HVAC DETAILS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
SCALE:SCALE:SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:SCALE:
SCALE:
SCALE:
3/4"CHWR
3/4"CHWS
3/4"HWR
3/4"HWS
NTS
1 SUPPLY AIR TERMINAL BOX AND VALVE - DUCT CONNECTIONS PLENUM TRANSFER DUCT3
NTS
REMOTELY ADJUSTABLE BALANCING DAMPER2
NTS
ROOF CURB9NTS
LINEAR DIFFUSER CONNECTION5
NTS
TRANSFER BOOT WITH GRILLES4
NTS
TYPICAL DUCT INSULATION & SUPPORTS NEAR VOLUME DAMPERS8NTS
SCALE:
4-PIPE CHILLED BEAM PIPING DETAIL7
NTS
GENERATOR EXHAUST PIPE RISER GUIDE DETAIL12NTS
GENERATOR EXHAUST PIPE RISER ROOF PENETRATION DETAIL11NTS
WATER COIL W/ FREEZE PROTECTION PUMP6
NTS
CHILLED BEAM LINEAR DIFFUSER CONNECTION DETAIL10NTS
7 H05-04-
H01-06
H05-17
H05-05
H05-10
--
H14-06
-
INSIDE OF SHAFT WALL
BETWEEN INSULATION AND
2" CLEAR SPACE
SHAFT WALL
FLASHING WELDED TO
#12 GA. COUNTER-
1. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF CONSTRUCTION DETAILS.
INSULATION
NOTES:
SHEET METAL JACKET
ORIENT DISCHARGE IN
DIRECTION SHOWN
ON PLANS.
EXHAUST PIPE RISER.
PROVIDE ROLLER GUIDES AT EACH
FLOOR LEVEL. PROVIDE METAL
SADDLE BETWEEN RISER
INSULATION AND ROLLER GUIDE.
THROUGH THE SLEEVE.
24"
10'-0"
6" WIDE MOUNTING
FLANGE CONTINUOUSLY
WELDED TO SUPPORT
SLEEVE.
RISER AND MADE
OUTSIDE INSULATION
OR PIPE SLEEVE.
3/4" MIN.
1" CLEARANCE ALL
COUNTERFLASHING AND
PIPE SLEEVE. PROVIDE
SPACERS AS REQUIRED.
L1
PIPE DISCHARGE DETAIL
GENERATOR EXHAUST
REFER TO ALTERNATE
MADE WATER TIGHT.
(8" MINIMUM)
DIFFERENTIAL
1200°F TEMPERATURE
CALCULATED WITH
PIPE RISER EXPANSION
L1, 3" MORE THAN
AROUND BETWEEN
SIZE OF SUPPORT SLEEVE
(SCHEDULE 20 PIPE)
DETERMINED BY OVERALL
SIZE OF EXHAUST PIPE
INSULATION AND A
MINIMUM OF 1"CLEARANCE
INSULATION JACKET
RETAINING CLAMP
(TYPICAL)
#18 GA. GALVANIZED
45°29.63°
ALTERNATE
LOCATIONS
OF PIPE GUIDES
AND PROTECTION
1" THREADED
ROD
CAST IRON
ROLL TYPE
PIPE GUIDE
FASTEN ANGLE
BRACKETS TO
FLOOR SLAB
EMERGENCY
GENERATOR
EXHAUST PIPE
PIPE COVERING
PROTECTION
SADDLE WITH
6" THICK
INSULATION
4"x6" ANGLE
BRACKET,
4" LONG
FLOOR SLAB
OPENING IN
1.
NOTES:
PROTECTION SADDLE LENGTH SHALL EQUAL 3" MORE THAN PIPE RISER
EXPANSION CALCULATED WITH 1200°F TEMPERATURE DIFFERENTIAL
(8" MINIMUM). AT AMBIENT TEMPERATURE TOP OF SADDLE SHALL BE
LOCATED 1 1/2" ABOVE CENTERLINE OF CAST IRON PIPE GUIDE.
SADDLES EVERY
OTHER FLOOR
ADJUSTABLE
INSULATION
INSERT
MAV
MAV
MAV
DETAIL
WATER SEAL
DRAIN PAN
REFER TO
DRAIN
NEAREST
EXTEND TO
DRAINPIPE TO
OUTDOOR AIR DAMPER & SOUND ALARM IN EVENT OF PUMP FAILURE.
6. DIFFERENTIAL PRESSURE SWITCH SHALL STOP SUPPLY FAN, CLOSE
DIFFERENTIAL
PRESSURE SWITCH
SAME SIZE
AS SUPPLY
AND RETURN
THERMOMETERS WITH TEMPERATURE/PRESSURE FITTING (PETE'S PLUG).
5. FOR PIPE 1" AND SMALLER REPLACE PRESSURE GAUGES AND
WITH FLANGES.
4. FOR SUPPLY AND RETURN 2.4" AND LARGER USE BUTTERFLY VALVES
ISOLATION VALVE W/MEMORY STOP IN BYPASS LEG.
FOR 3-WAY VALVE PROVIDE ADDITIONAL THERMOMETER AND
DIAGRAM AND SPECIFICATIONS FOR ACTUAL JOB REQUIREMENTS.
3. TWO-WAY CONTROL VALVE SHOWN. SEE AUTOMATIC-TEMPERATURE-CONTROL
TRAP SEAL
(COOLING ONLY)
DRAIN PAN
FLOW
AIR
WATER COIL
CO
CO
LESS THAN 1/2".
SIZE AS COIL-OUTLET SIZES BUT NOT
HEADERS, INCLUDING DRAIN HEADERS, SAME
DRAIN VALVE AT LOW POINTS OF ALL COIL
6" DIRT LEG FULL SIZE
SUPPLY
RETURN
WELLS IN PIPE ELBOW.
2. ON LINES 2" AND SMALLER, PROVIDE TEMPERATURE
FACILITATE COIL REMOVAL. PROVIDE REDUCERS AS REQUIRED.
1. LOCATE PIPE UNIONS (OR FLANGED BODY) AND ARRANGE PIPING TO
NOTES:
SOUND ATTENUATOR
TRANSITION (TYP)
L
ROUND DIAMETER
6x6
WxH
4
SUPPLY TO SPACE
R=D
1.5 D
3D
D
1.5 D
AIR INLET WITH
FLOW SENSOR
(TYP)
NOTES:
1. CONNECTIONS APPLY TO ALL TERMINAL BOXES INCLUDING THOSE WITHOUT REHEAT COILS OR WITHOUT SOUND ATTENUATORS. REFER
TO PLANS AND SCHEDULES FOR REHEAT COIL AND SOUND ATTENUATOR REQUIREMENTS.
2. IF STRAIGHT RUN CANNOT BE MADE PROVIDE FLOW STRAIGHTENER AT BOX INLET.
3. PROVIDE RECTANGULAR OR ROUND TO OVAL TRANSITIONS WHEN BOX INLET IS OVAL.
4. FOR CONTROLLERS WITH INSULATED ELECTRICAL CONNECTORS (NO EXPOSED LIVE PARTS), ACCESS DEPTH SHALL BE 24 INCHES
MINIMUM. FOR CONTROLLERS WITH EXPOSED CONNECTORS/TERMINAL STRIPS, ACCESS DEPTH SHALL BE 36 INCHES MINIMUM PER THE
NEC. WIDTH OF ACCESS ZONE SHALL MATCH WIDTH OF CONTROLLER PANEL COVER OR 24 INCH MINIMUM.
REHEAT COIL (TYP)
TRANSITION
CONNECTION TO MAIN DUCT AS
INDICATED IN ABOVE DETAIL
RECTANGULAR MAIN SUPPLY OR
BRANCH: TAPERED 45° ANGLE
CONNECTION, L = MAX 0.25 x W OR 4"
MINIMUM; FOR ROUND MAIN SUPPLY
OR BRANCH: CONICAL OR
BELLMOUTH TAKEOFF (TYPICAL)
TERMINAL
BOX INLET
SIZE (INCHES)
RUNOUT DUCT
RUNOUT DUCT SIZE - BOX TO
MAIN DISTANCE LESS THAN 10
FEET
ROUND DIAMETER (INCHES)
RUNOUT DUCT
RUNOUT DUCT SIZE - BOX TO MAIN
DISTANCE GREATER THAN 10 FEET
(INCHES)
6
8x65 7
8x86 8
10X108 10
14X1010 12
14X1212 14
16X1414 16
18X1616 18
20X1818 20
4
5
6
8
10
12
14
16
18
RUNOUT DUCT SIZING SCHEDULE UNLESS LARGER SIZE INDICATED ON PLANS
15 DEG MAX DUCT
TRANSITION (TYP)
ACTUATOR AND
CONTROLLER
(TYPICAL)
SUPPLY AIR MAIN
SERVICE SPACE. DO NOT
BLOCK WITH PIPING,
CONDUIT, EQUIPMENT OR
WALLS (TYPICAL) - SEE
NOTES FOR CLEARANCES
REQUIRED.
SUPPLY AIR
TERMINAL
BOX OR
VALVE
SUPPLY AIR
TERMINAL
BOX OR
VALVE
ALTERNATE REHEAT
COIL LOCATION - SEE
PLANS FOR PROJECT
SPECIFIC
CONFIGURATION
(TYPICAL)
ALTERNATE INLET ACCESS DOOR
LOCATION - SEE PLANS FOR
PROJECT SPECIFIC
CONFIGURATION (TYPICAL)
REHEAT COIL INLET ACCESS DOOR IN
BOTTOM OF DUCT. TERMINAL BOX
MANUFACTURER OPTIONAL ACCESS
DOOR IN HOUSING IS ACCEPTABLE IN
LIEU OF DUCT ACCESS DOOR (TYP)
FOR REHEAT COILS MOUNTED
IMMEDIATELY ADJACENT TO BOX
(TYPICAL).
WxH FOR RECT
D
REHEAT COIL
OUTLET
ACCESS DOOR
(TYPICAL)
ALTERNATE
OUTLET ACCESS
DOOR LOCATION
(TYPICAL)
SOUND ATTENUATOR
SUPPLY TO SPACE
12" MIN.
12" MIN.
12" MIN.
12" MIN.
1.5 W
PLAN VIEW
NORMAL METHOD
ELEVATION
ALTERNATE METHOD
W=WIDTH OF DUCT
1/4WMIN 1/4WAD
W
WW
W
ELBOW (NO VANES)
WITH MITERED RECTANGULAR
LINED SHEETMETAL
STANDARD 1" ACOUSTICALLY
1.5W MIN
AIR TRANSFER DUCT
LOCATION OF RETURN
SEE PLANS FOR SIZE AND
SEAL ALL AROUND
PARTITION (POST)
DUCT
OPPOSED BLADE DAMPER
FLEX CABLE
CEILING
CEILING RING
RECESSED ADJUSTMENT SCREW
RECESSED ADJUSTMENT SCREW
FLEX CABLE
COUPLING DAMPER ROD
PLASTER
PRESS FIT
PLASTER
PLASTER
CONCEALED
LINE
REGULATOR
3/8" CRS
MANUFACTURER
WITH CURB
ACCORDANCE
DECK IN
CURB TO
ANCHOR
MANUFACTURER
WITH CURB
ACCORDANCE
NEOPRENE GASKET
CONTINUOUS
PERFORATED METAL LINER
COUNTERFLASHING
HOUSING WITH INTEGRAL
FAN, VENT OR HOOD
DECK IN
CURB TO
ANCHOR
ROOF DECK INSULATION
ROOF MEMBRANE
STEEL DECK
(THYCURB OR EQUAL)
CURB WITH WOOD NAILOR
PREFABRICATED, INSULATED
CONCRETE DECK
LINEAR DIFFUSER BY
(USE NON-INSULATED BOOT
FOR APPLICATION, SEE SPEC)
DIFFUSER MANUFACTURER
SEE SPECS FOR SEALING AND
DUCT TRANSITION AND VOLUME DAMPER.
4. CONNECTION TO MAIN DUCT SHALL BE HARD
FROM OUTSIDE WALL SHOWN ON ARCH PLANS.
3. FOR PERIMETER DIFFUSERS LOCATE DISTANCE
1/2" SAG/FT.
2. FLEX DUCT SHALL NOT HAVE MORE THAN
EXCESS OF 30° SHALL BE HARD DUCTED.
30° AND SHALL BE GRADUAL. OFFSETS IN
1. OFFSETS WITH FLEX DUCT SHALL NOT EXCEED
NOTES:
1 FOOT MAX LENGTH
INSULATED FLEX CONN
SS DRAW BAND
WITH TY-WRAP TOOL OR REUSABLE
USING NYLON TY-WRAP TIGHTENED
CEILING
(NOT FIELD FABRICATED)
PLENUM WITH INTEGRAL
INTERNALLY INSULATED
ADJUSTABLE VANES
D
SHOWN ON PLANS
UNLESS OTHERWISE
TRANSFER GRILLE NECK
DUCT FULL SIZE OF
1" ACOUSTIC LINING
PARTITION
CEILING
MINIMUM
2 X D OR 3 FT
CEILING GRILLE
CEILING PLENUM
IN CEILING PLENUM
TRANSFER TERMINATES
WHERE PLAN INDICATES
DELETE THIS SECTION
DO NOT USE ANY SCREWS,
BECAUSE THEY INTERFERE
WITH DAMPER BLADE(S).
FOR HANGING DUCT:
TRAPEZE DUCT OR
STRAP HANGER AROUND
DUCT COMPLETELY.
PROVIDE EXTRA LENGTH
TO AVOID "PINCHING"
OF INSULATION AT
CORNERS.
BUTT ENDS
& SEAL
PROVIDE LOCKING
QUADRANT ARM
STANDOFF
(TYPICAL)
REDUCER
(TYP)
PRIMARY AIR DUCT CONNECTION
(PROVIDE REQUIRED DUCT TRANSITION)
STRAINER (TYP)
PROVIDE ISOLATION
VALVES FOR EACH
BEAM WITH MULTIPLE
BEAMS PER ZONE
TO/FROM ADDITIONAL
BEAMS WITHIN SAME
ZONE AS INDICATED ON
PLANS
BALL VALVE (TYP)
2-WAY CONTROL VALVE
WITH UNIONS (TYP)
12" INSULATED S.S. BRAIDED
HOSE CONNECTION
NOTES:
1. ALL "U" BENDS AND INTERCONNECTING PIPING BETWEEN PANELS SHALL BE BY PANEL MANUFACTURER.
2. PROVIDE A CHILLED WATER AND HOT WATER TWO-WAY CONTROL VALVE FOR EACH CHILLED BEAM ZONE (REFER TO
FLOOR PLANS).
3. PROVIDE A BALANCING VALVE AND ISOLATION BALL VALVES FOR EACH CHILLED BEAM.
4. ALL PIPING, DEVICES, VALVES AND CONNECTIONS SHALL BE FULLY INSULATED AND CAULKED.
4-PIPE CEILING MOUNTED CHILLED BEAM
OR
2-PIPE CEILING MOUNTED CHILLED BEAM
UNION
BALANCING
VALVE (TYP)
FIELD FABRICATED
PLENUM BOX
4'-0" IN LENGTH
6" IN WIDTH
15" IN HEIGHT
8"X40" DUCT
CONNECTING
CHILLED BEAM TO
PLENUM BOX
CEILING
DADANCO CHILLED
BEAM TYPE ACB10
6"Ø PRIMARY AIR
INLET
FIELD FABRICATED
PLENUM BOX
4'-0" IN LENGTH
6" IN WIDTH
15" IN HEIGHT
DADANCO CHILLED
BEAM TYPE ACB10
6"Ø PRIMARY AIR
INLET
FLEX CONNECTION
(MIN. 4" IN LENGTH)
40"X8" DUCT
CONNECTING
CHILLED BEAM TO
PLENUM BOX
TITUS FL-20 WITH JET
THROW PATTERN
CONTROLER
1
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:29:22 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M503
HVAC DETAILS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
EHU-1 AHU-4 LEVEL G 110.0 ELECTRIC 37.6 kW 480 3 60 -
ARMSTRONG - EHU-804AHU-1
---------
480 3 60LEVEL 4 187.0 ELECTRIC 63.9 kW
ARMSTRONG - EHU-803
AHU-2 480 3 60LEVEL 4 187.0 ELECTRIC
--
EHU-2 AHU-5 LOWER LEVEL 110.0 ELECTRIC 37.6 kW 480 3 60 ARMSTRONG - EHU-803
EHU-3
EHU-4 ARMSTRONG - EHU-80463.9 kW -
-
-
FCU-1
FCU-2
FCU-3
165 0.05 -3 115/1/60 2.8 -3.0 42.0 54.0 - - 80.0 67.0 6.6 0.67 -70.0 85.01-
850 0.05 1/12 208/1/60 34.4 23.7 9.0 30.42
130.0 110.0
0.05 12.1 8.5 5.0 2
FCU-4 2,070 0.05 65.4 49.8 10.8 3
WATER
WATER
WATER
WATER
WATER
3
3
3
22.2
19.2
7.8
N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A
1/60330 208/1/60 0.17
3/4 208/1/60 4.8
42.0 54.0
42.0 54.0
42.0 54.0
80.0 67.0
80.0 67.0
80.0 67.0
HX-1 LOWER LEVEL 726.3 63.0 58.0 290.0 N/A 6.2 46.0 56.0 145.0 N/A 1.7 0.6% ALFA LAVAL AQ3-FG -
- - - - - - - - - - - - - - --
FCU-5 310 0.7 12.5 8.9 2.2 4WATERECM16.71/3 208/1/60 3.0 42.0 54.0 80.0 67.0 14.4 1.4 2.3 70.0 85.02130.0 110.0WATER
ELECTRICAL DATA
V.HZ
UNIT
NO.LOCATIONSERVICE
MOISTURE
OUTPUT
(LBS./HR.)TYPE
HEATER
CAPACITY
MANUFACTURER
MODEL NUMBER
(AS STANDARD)
REMARKS
UNIT NO.
CFM
FAN
E.S.P.
(IN.WG)HP
FAN MOTOR
ELECT. DATA
V//Hz TOTAL MBH SENSIBLE MBH GPM EWT (°F)
COOLING COIL
LWT (°F)W.P.D.
(FT-WG)ROWS EAT
DB(°F)
EAT
WB(°F)MBH GPM
HEATING COIL (HOT WATER)
WPD
(FT-WG)EWT (°F) LWT (°F) EAT (°F) LAT (°F)
MANUFACTURER MODEL NUMBER
(AS STANDARD)ROWSFLANO. SPEEDS
JAGA - BRIZA H52
FLUID PG
MULTI AQUA- MHWW-36-H-1
MULTI AQUA- MHWW-12-H-1
MULTI AQUA- 60CWA2-00
1. UNIT TO BE PROVIDED WITH SPRING ISOLATORS WITH 1.0"(MIN.) DEFLECTION. REFER TO SPECIFICATIONS.
2. IF DISCONNECTS ARE REQUIRED, THEY SHALL BE NON-FUSED TYPE.
3. PROVIDE UNIT WITH CONDENSATE PUMP. IF UNIT IS MOUNTED ABOVE A CEILING THE PROVIDED CONDENSATE PUMP SHALL BE PLENUM
RATED.
NOTES:
UNIT
NO.LOCATION CAPACITY
MBH EWT
(°F)
LWT
(°F)
FLOW
GPM
HOT SIDE
% GLY-
COL
PD FT
H2O
EWT
(°F)
LWT
(°F)
FLOW
GPM
% GLY-
COL
PD FT
H2O
COLD SIDE FOULING
FACTOR
(EACH
SIDE)
MANUFACTURER MODEL
NUMBER (AS STANDARD)REMARKS
ENVIRO-TEC HPP-08
MODEL NUMBER
(AS STANDARD)
MANUFACTURER
PRESSURE
MAX (IN. W.C.)
UNIT
NO.
B-1
(NET IBR)
CAPACITY
OUTPUT
LOCATION
(MBH)
HOT WATER HEATING CONDENSING BOILER SCHEDULE
ENT(°F)
PRESS
(PSIG)
FUEL INLET GAS
OPER.
LVG(°F)GPM
WATER
REMARKSPH HZ FLA(NET IBR)
CAPACITY
INPUT
(MBH)
1,500 1,395 4.0 110 130 14014.0 160
V
460 3 60 5
MIN (IN. W.C.)
REMARKS
PH HZBHPRPM
MOTOR
HP V
MODEL NUMBER
(AS STANDARD)
ELECTRIC SERVICEFANFAN MANUFACTURER
FAN SCHEDULE
DRIVE
VELOCITY
(FPM)
DIA.
(IN)TYPECFM
TYPE
FANSERVICE
(IN. W.G.)
E.S.P.
WHEEL OUTLET
LOCATION
NO.
UNIT
1,975TEF-1 1 1 60115-- -1.5 1,669 0.94
STANDBY
POWER
(Y/N)
N
MAX
AERCO BMK-1500
9,000RF-3 7.5 3 60460BELT 1,449- -2.5 1,249 5.63
3,800 2 60DIRECT-1.75 1,770 1.621,363RF-1 346016
P-1
IMPELLERUNIT
NO.
HEAD SHUT-OFFFLUID
TEMP
LOCATIONSERVICE TYPE
PUMP
TYPE (FT.)GPM HEAD
(FT.) (IN.)
SIZE MOTOR ELECT. SERVICEWORKINGPUMP MANUFACTURER
BHPPRESS.
(PSIG)RPM PHASEHPVOLTS HZ MODEL NUMBER
(AS STANDARD)
REMARKSVFD
-
3,800RF-2
67
468
226
WEIGHT
-
HOT WATER DUCT COIL SCHEDULE
UNIT
NO.
AIR DATAFACESIZEOUTPUT
(MBH)LOCATIONSERVICE
RHC-2
RHC-3
RHC-1 3,035
CFM
1,900 10.61
53.38
34x18
(IN.)
W X H
40x18
(FPM)
VELOC.
607
LAT (°F)EAT (°F)
60.0
(IN.WG)
76.0
P.D.
0.14
PIPEWATER DATA MANUFACTURER
TEMTROL
MODEL NUMBER
(AS STANDARD)EWT (°F)
4.1
5.4
GPM LWT (°F)P.D.
(FT.)
2.2
RUNOUT
SIZE (IN.)
1"Ø
REMARKS
RHC-4
PROVIDE DUCT TRANSITIONS IN AND OUT OF REHEAT COILS AS REQUIRED.1
1
1
1
1
PROVIDE ACCESS PANELS AT INLET AND OUTLET OF COILS.2
MAX
1"Ø
2
2
2
2
460
130.0 110.0
0.09 7.7
GLYCOL
N/A
TEMTROL
TEMTROL
TEMTROL
RHC-5 83.204,200 48x24 8.4 1 278.0525 0.11 7.5130.0 110.060.0 TEMTROL1-1/4"Ø
EXPANSION TANK SCHEDULE
ET-2 40
LOCATIONUNIT
NO.
ET-1
SERVICE
CHILLED WATER
SYSTEM TEMP (°F)
MIN MAX
40
MANUFACTURER
MODEL NUMBERRATING(PSI)
SYSTEM PRESSURE(PSIG)
AT TANK LOCATION
MAXMIN
PRESSURE
TANK
125
TANK AIR
CHARGE
(PSIG)
TANK
ACCEPTANCE
VOLUME (GAL)
53.0 12
REMARKS
55 105
55 105
58
130
AS-1
NO.
UNIT
(AS STANDARD)
MODEL NUMBER
MANUFACTURER
WEIGHTSERVICELOCATION
OPENINGS
120
(LBS)
SIZE OF
AIR SEPARATOR
SHIPPING
REMARKS
AS-2 1204"Ø
INLINE MOUNTING
-
58°F CHILLED WATER
N/A
N/A
N/A
N/A
130.0 110.0
130.0 110.0
130.0 110.0
60.0 76.0
1,900 10.61 34x18 4.1 1"Ø460 0.09 7.760.0 76.0
1,900 10.61 34x18 4.1 1"Ø460 0.09 7.760.0 76.0
------
SUPPLY RISER 3.1
-
LEVEL G BOILER ROOM
B-2 1,500 1,395 4.0 14014.0 160 460 3 60 5 AERCO BMK-1500LEVEL G BOILER ROOM
B-3 1,500 1,395 4.0 14014.0 160 460 3 60 5 AERCO BMK-1500LEVEL G BOILER ROOM
B-4 1,500 1,395 4.0 14014.0 160 460 3 60 5 AERCO BMK-1500LEVEL G BOILER ROOM
SUPPLY RISER 3.2
SUPPLY RISER 3.3
SUPPLY RISER 3.4
SUPPLY RISER 3.5
LOWER LEVEL
LOWER LEVEL
LOWER LEVEL
LOWER LEVEL
LOWER LEVEL
HOT WATERLEVEL G
LOWER LEVEL
LEVEL G
LOWER LEVEL
HOT WATER
MAIN ROOF
LEVEL G MECH ROOM
LEVEL G MECH ROOM
LOWER LEVEL
TOILET EXHAUST
AHU-4 RETURN
AHU-4 RETURN
AHU-5 RETURN
GREENHECK
G-143-VG
GREENHECK
QEID-16-95-A20
GREENHECK
QEID-16-95-A20
GREENHECK
EQB-24-75
INLINE
INLINE
INLINE
PUMP SCHEDULE
HUMIDIFIER WAND SCHEDULE
SERVICE
HU-1
UNIT
NO.
20.0
(LBS./HR.)
CAPACITY
1.6
MANUFACTURER
MODEL NUMBER
(AS STANDARD)
REMARKS
1
NUM LENGTH
(FT)
TRAIL
VAPOR
36.0
MANIFOLDS
LOWER LEVEL
LOCATION
HU-2
HU-3
3,035
(CFM)
AIRFLOW
HU-4
HU-5
SUPPLY RISER 3.1
SUPPLY RISER 3.2
SUPPLY RISER 3.3
SUPPLY RISER 3.4
SUPPLY RISER 3.5
LOWER LEVEL
LOWER LEVEL
LOWER LEVEL
LOWER LEVEL
1,900
4,200
1,900
1,900
STEAM
(PSIG)
12.0
13.0 12.0
13.0 12.0
13.0 12.0
28.0 12.0
DUCT SIZE
34x18
(IN.)
W X H
40x18
48x24
34x18
34x18
1
1
1
1
(IN.)
36.0
36.0
36.0
48.0
0.9
0.9
0.9
1.5
ELECTRIC HUMIDIFIER SCHEDULE
42° CHILLED WATER LOOP LOWER LEVEL
SPLIT COUPLED WATER 42.0 535.0 70.0 82.7 9.6 175 -1,760 12.48 15.0 Y 460 3 60
P-2 LOWER LEVEL WATER -460 3 60
P-3 LOWER LEVEL WATER -460 3 60
P-4 58° CHILLED WATER LOOP LOWER LEVEL WATER 58.0 195.0 70.0 -Y 460 3 60
P-5 LOWER LEVEL WATER -Y 460 3 60
P-6 LOWER LEVEL WATER -Y 460 3 60
P-7 HOT WATER LOOP LEVEL G WATER 130 120.0 -Y 460 3 60
P-8 WATER -Y 460 3 60
P-9 WATER -Y 460 3 60
P-10 WATER -Y 460 3 60
42° CHILLED WATER LOOP
42° CHILLED WATER LOOP
58° CHILLED WATER LOOP
58° CHILLED WATER LOOP
HOT WATER LOOP
HOT WATER LOOP
HOT WATER LOOP
LEVEL G
LEVEL G
LEVEL G
VERTICAL INLINE
SPLIT COUPLED
VERTICAL INLINE
SPLIT COUPLED
VERTICAL INLINE
SPLIT COUPLED
VERTICAL INLINE
SPLIT COUPLED
VERTICAL INLINE
SPLIT COUPLED
VERTICAL INLINE
SPLIT COUPLED
VERTICAL INLINE
SPLIT COUPLED
VERTICAL INLINE
SPLIT COUPLED
VERTICAL INLINE
SPLIT COUPLED
VERTICAL INLINE
GRUNDFOS
VSLE-20959
- - - - - - --------------
130
130
130
- --------- - - - - - - -- --
2,000EF-1 1.0 1 60115DIRECT -- -1.25 1,594 0.80 67MAIN ROOF OCULUS EXHAUST
GREENHECKROOF MOUNTED
DOWN BLAST
2 60DIRECT 1,770 1.621,363 3460 2261.75 16
ROOF MOUNTED
DOWN BLAST
2,700EF-2 2.0 1 60208DIRECT -- -1.25 1,456 1.22 64SOUTH JEWEL OCULUS EXHAUST GREENHECKROOF MOUNTED
DOWN BLASTBOX ROOF
G-143-VG
G-163-VG
DIRECT
STAND
BY
POWER
Y
Y
535.0 70.0 82.7 9.6 175 1,760 12.48 15.0 Y N
535.0 70.0 82.7 9.6 175 1,760 12.48 15.0 Y
42.0
42.0
77.6 8.4 175 1,775 4.73 7.5
58.0 195.0 70.0 77.6 8.4 175 1,775 4.73 7.5
58.0 195.0 70.0 77.6 8.4 175 1,775 4.73 7.5
65.0 73.1 8.1 175 1,775 2.77
120.0 65.0 73.1 8.1 175 1,775 2.77
120.0 65.0 73.1 8.1 175 1,775 2.77
120.0 65.0 73.1 8.1 175 1,775 2.77
GRUNDFOS
VSLE-20959
GRUNDFOS
VSLE-20959
GRUNDFOS
VSLE-20959
GRUNDFOS
VSLE-30957
GRUNDFOS
VSLE-50957
GRUNDFOS
VSLE-30957
GRUNDFOS
VSLE-30957
GRUNDFOS
VSLE-50957
GRUNDFOS
VSLE-50957N
N
N
N
N
N
N
UNIT NO.
DESIGN
CFM
(SELECTION
RANGE)
1
2
3
4
5
SELECTIONS ARE BASED ON TITUS AS MANUFACTURER.
SOUND POWER LEVELS AND NC LEVELS ARE BASED ON TESTS CONDUCTED IN ACCORDANCE WITH ARI STANDARD 880-98.
ROOM NC LEVELS SHOWN INCLUDE ATTENUATION FACTORS OBTAINED FROM ARI STANDARD 885-98.
REVIEW SUBMITTAL DRAWINGS FOR EXACT DIMENSIONS.
AIRFLOW UNITS ARE CUBIC FEET PER MINUTE, WATER FLOW UNITS ARE US GALLONS PER MINUTE, ALL TEMPERATURES ARE IN DEGREES FAHRENHEIT, HEAD LOSS IN FEET OF WATER. AIR PRESSURE DROP IN INCHES
OF WATER GAUGE.
PROVIDE SEPARATE ATTENUATOR THAT PER TERMINAL BOX SOUND ATTENUATOR SCHEDULE.
VAV-6
VAV-7
VAV-8
VAV-9
VAV-10
50-150
151-400
401-700
701-1100
1101-1600
PRIMARY INLET
COLLAR SIZE
MIN. INLET SP
(IN. WG)ROWSMIN OPER
PD (IN.WG)
4"
6"
8"
10"
12"
1.0
1.0
1.5
1.5
1.5
0.08
0.65
0.85
0.94
1.04
2
4
4
4
4
DOWN-
STREAM SP
(IN. WG)
0.25
0.25
0.25
0.25
0.25
NC RATING
DISCHARGE
34
29
34
37
36
EAT °F
55.0
LAT °F
85.0
EWT °F
130.0
LWT °F
SINGLE DUCT VAV W/ HOT WATER COIL SCHEDULE (ALL AIR ZONES)
110.0
FLUID
FLOW
(GPM)
1.0
1.6
2.9
4.6
6.4
MANUFACTURER MODEL NUMBER
(OR APPROVED EQUAL)NOTES
1 2 3 4 5 6
TITUS MODEL
DESV
FLUID PD
(FT.WG)
0.20
0.34
0.78
1.52
3.34
MAX AIR
PD
(IN.WG)
0.04
0.52
0.82
0.93
1.03
TITUS MODEL
DESV
TITUS MODEL
DESV
TITUS MODEL
DESV
TITUS MODEL
DESV
6
FAN COIL UNIT SCHEDULE
55.0 85.0 130.0 110.0
55.0 85.0 130.0 110.0
55.0 85.0 130.0 110.0
55.0 85.0 130.0 110.0
1 2 3 4 5 6
1 2 3 4 5 6
1 2 3 4 5 6
1 2 3 4 5 6
- - - - - - - - - - - - - - - - --
SATT-1
SATT-2
SATT-3
SATT-4
SATT-5
OUTLET
SOUND
ATTENUATOR
(SEE SCHEDULE)
NOTES:
UNIT NO.
DESIGN
CFM
(SELECTION
RANGE)
1
2
3
4
5
SELECTIONS ARE BASED ON TITUS AS MANUFACTURER.
SOUND POWER LEVELS AND NC LEVELS ARE BASED ON TESTS CONDUCTED IN ACCORDANCE WITH ARI STANDARD 880-98.
ROOM NC LEVELS SHOWN INCLUDE ATTENUATION FACTORS OBTAINED FROM ARI STANDARD 885-98.
REVIEW SUBMITTAL DRAWINGS FOR EXACT DIMENSIONS.
AIRFLOW UNITS ARE CUBIC FEET PER MINUTE, WATER FLOW UNITS ARE US GALLONS PER MINUTE, ALL TEMPERATURES ARE IN DEGREES FAHRENHEIT, HEAD LOSS IN FEET OF WATER. AIR PRESSURE DROP IN INCHES
OF WATER GAUGE.
PROVIDE SEPARATE ATTENUATOR THAT PER TERMINAL BOX SOUND ATTENUATOR SCHEDULE.
VAV-1
VAV-2
VAV-3
VAV-4
VAV-5
50-150
151-400
401-700
701-1100
1101-1600
PRIMARY INLET
COLLAR SIZE
MIN. INLET SP
(IN. WG)
MIN OPER
PD (IN.WG)
4"
6"
8"
10"
12"
1.0
1.0
1.5
1.5
1.5
0.08
0.65
0.85
0.94
1.04
DOWN-
STREAM SP
(IN. WG)
0.25
0.25
0.25
0.25
0.25
NC RATING
DISCHARGE
34
29
34
37
36
SINGLE DUCT VAV SCHEDULE (CHILLED BEAM ZONES)
MANUFACTURER MODEL NUMBER
(OR APPROVED EQUAL)NOTES
1 2 3 4 5 6
TITUS MODEL
DESV
TITUS MODEL
DESV
TITUS MODEL
DESV
TITUS MODEL
DESV
TITUS MODEL
DESV
6
1 2 3 4 5 6
1 2 3 4 5 6
1 2 3 4 5 6
1 2 3 4 5 6
- - - - - - - - --
SATT-1
SATT-2
SATT-3
SATT-4
SATT-5
OUTLET
SOUND
ATTENUATOR
(SEE SCHEDULE)
NOTES:
OVERALL
W X H X L
SIZE (IN)
UNIT
LOCATIONSERVICENO.CFM
HZ
250
DYNAMIC INSERTION LOSS (dB)
TERMINAL BOX SOUND ATTENUATOR SCHEDULE
P.D.FACE
(FPM)
VELOCITY
HZ
63
W.G.)
(IN.
HZ
125 4000
HZ
1000
HZ
500 2000
HZ HZ HZ
8000 FORWARD
REVERSE
OR
AIR FLOW MANUFACTURER
(AS STANDARD)
MODEL NUMBER REMARKS
26 x 12 x 36
22 x 10 x 36
20 x 10 x 36
12 x 10 x 36
10 x 8 x 36SATT-1 OUTLET
VAV-1 BOX
SUPPLY
SUPPLY
SUPPLY
SUPPLY
SUPPLY 16
738
720
504
270
480
4.05 7 28 3642 1825 FORWARD
OUTLET
OUTLET
OUTLET
OUTLET
3.07 6 FORWARD
.08 FORWARD
3.10 5 FORWARD
3.10 FORWARD
AT MAX CFM
SATT-2
SATT-3
SATT-4
SATT-5
50-150
151-400
401-700
701-1100
1,101-1,600
14 27 3238 1522
12 24 2835 1319
5 12 24 2835 1319
PLATE AND FRAME HEAT EXCHANGER SCHEDULE N
N
Y
N
N
7.5
7.5
7.5
7.5
48 x 24 x 60
34 x 18 x 60
40 x 20 x 60SATT-6 OUTLET
SUPPLY
SUPPLY
SUPPLY
SUPPLY
SUPPLY 15
525
546
447
7.08 8 26 3532 923 FORWARD
OUTLET
OUTLET
OUTLET
OUTLET
9.08 9 FORWARD
9.08 FORWARD
SATT-7
SATT-8
SATT-9
SATT-10
3,035
1,900
4,200
VIBRO ACOUSTICS
16 27 4136 1130
10 17 26 3731 920
VAV-2 BOX
VAV-3 BOX
VAV-4 BOX
VAV-5 BOX
VAV-1SC BOX
VAV-2SC BOX
VAV-3SC BOX
VAV-4SC BOX
VAV-5SC BOX
STAINLESS STEEL CONSTRUCTION
RFL-MLV-F6
VIBRO ACOUSTICS
RFL-LV-F7
STAINLESS STEEL CONSTRUCTION
34 x 18 x 60 447 9.08 9 FORWARD1,900 16 27 4136 1130 STAINLESS STEEL CONSTRUCTIONVIBRO ACOUSTICS
RFL-LV-F7
34 x 18 x 60 447 9.08 9 FORWARD1,900 16 27 4136 1130 STAINLESS STEEL CONSTRUCTIONVIBRO ACOUSTICS
RFL-LV-F7
STAINLESS STEEL CONSTRUCTIONVIBRO ACOUSTICS
RFL-LV-F4
3 6 14 27 3238 1522
VIBRO ACOUSTICS
RD-ULV-F9
VIBRO ACOUSTICS
VIBRO ACOUSTICS
VIBRO ACOUSTICS
VIBRO ACOUSTICS
RD-LV-F9
RD-LV-F9
RD-MLV-F9
RD-MLV-F9
110 130
110 130
110 130
BELL & GOSSETTE- B-200
125 80.0 12 BELL & GOSSETTE- B-300
SYSTEM
VOLUME
1,800
2,500
1. ALL PIPING FROM HUMIDIFIER TO HUMIDIFIER WANDS SHALL BE PROVIDED BY MANUFACTURER.
2. ALL PIPING SHALL BE INSTALLED PER MANUFACTURES RECOMMENDATIONS.
NOTES:
1. ALL PIPING FROM HUMIDIFIER TO HUMIDIFIER WANDS SHALL BE PROVIDED BY HUMIDIFIER MANUFACTURER.
2. PROVIDE ACCESS PANELS AT INLET AND OUTLET OF WANDS.
NOTES:
BNVEM 1100
BNVEM 1100
BNVEM 1100
BNVEM 1100
BNVEM 1100
4"Ø SPIROTHERM VDT400
SPIROTHERM VDT400
AS-2
42°F CHILLED WATERLOWER LEVEL SPIROTHERM VDN8006868"Ø
SIDESTREAM MOUNTING
SIDESTREAM MOUNTING
-----------
1
1
1
1
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:29:28 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M601
HVAC SCHEDULES
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
PRIMARY
AIR
PRESSURE
PRIMARY
AIR FLOW
RATE
SUPPLY
AIR FLOW
RATE
SUPPLY
AIR TEMP
OUT
(COOLING)
PRIMARY
AIR
SENSIBLE
COOLING
SECONDARY
AIR
SENSIBLE
COOLING
NET UNIT
SENSIBLE
COOLING
TOTAL
COOLING
CAPACITY
CHILLED
WATER
FLOW
RATE
WATER
PRESSURE
DROP
ENTERING
WATER
TEMP
(COOLING)
NETT UNIT
HEATING
CAPACITY
HEATING
HOT
WATER
FLOW RATE
WATER
PRESSURE
DROP
SUPPLY
AIR TEMP
OUT
(HEATING)
ENTERING
WATER
TEMP
(HEATING)
AIR INLET
SIZE
SOUND
LEVELUNIT TAG ZONE NAME UNIT MODEL
NOZZLE
CONFIGURATION
2 OR 4
PIPE COIL
NOMINAL
LENGTH
(FEET)
(INCH W.C.) (CFM) (CFM) (°F) (BTUH) (BTUH) (BTUH) (GPM) (°F) QS (BTUH) (GPM) (°F) (°F) (IN) NC
CB-G-01 001-Main Hall DADANCO ACB10 80-MN 4 4 0.49 130 295 57.4 3529 2085 5614 50525 1.00 2.1 58.0 2358 0.50 0.2 76.3 130.0 6 22
CB-G-02 DADANCO ACB10 80-MN 4 4 0.49 130 295 57.4 3529 2085 5614 50525 1.00 2.1 2358 0.50 0.2 76.3 6 22
CB-G-03 DADANCO ACB10 80-MN 4 4 0.49 130 295 57.4 3529 2085 5614 50525 1.00 2.1 2358 0.50 0.2 76.3 6 22
CB-G-04 DADANCO ACB10 80-MN 4 4 0.49 130 295 57.4 3529 2085 5614 50525 1.00 2.1 2358 0.50 0.2 76.3 6 22
CB-G-05 DADANCO ACB10 80-MN 4 4 0.49 130 295 57.4 3529 2085 5614 50525 1.00 2.1 2358 0.50 0.2 76.3 6 22
CB-G-06 DADANCO ACB10 80-MN 4 4 0.49 130 295 57.4 3529 2085 5614 50525 1.00 2.1 2358 0.50 0.2 76.3 6 22
CB-G-07 DADANCO ACB10 80-MN 4 4 0.49 130 295 57.4 3529 2085 5614 50525 1.00 2.1 2358 0.50 0.2 76.3 6 22
CB-G-08 DADANCO ACB10 80-MN 4 4 0.49 130 295 57.4 3529 2085 5614 50525 1.00 2.1 2358 0.50 0.2 76.3 6 22
CB-G-09 DADANCO ACB10 80-MN 4 4 0.49 130 295 57.4 3529 2085 5614 50525 1.00 2.1 2358 0.50 0.2 76.3 6 22
CB-G-10 004-General Service Point Support DADANCO ACB10 40-MN 4 4 0.51 70 214 58.9 1811 1924 3736 7471 1.80 5.1 2303 0.50 0.1 79.9 6 <15
CB-G-11 004-General Service Point Support DADANCO ACB10 40-MN 4 4 0.51 70 214 58.9 1811 1924 3736 7471 1.80 5.1 2303 0.50 0.1 79.9 6 <15
CB-G-12 012A- AUDIO VIDEO RECORDING DADANCO ACB10 26-MN 4 0.47 45 186 62.4 1124 1428 2552 2552 0.50 0.3 2374 0.50 0.1 81.7 6 <15
CB-G-13 009B- Office DADANCO ACB10 35-MN 4 0.39 55 321 64.8 1374 2164 3538 3538 0.50 0.4 4012 0.50 0.1 81.5 6 <15
CB-G-14 009D- Office DADANCO ACB10 35-MN 4 0.39 55 321 64.8 1374 2164 3538 3538 0.50 0.4 4012 0.50 0.1 81.5 6 <15
CB-G-15 009E- Office DADANCO ACB10 30-MN 4 0.36 45 418 66.2 1124 2872 3996 3996 0.70 0.9 5376 0.60 0.2 81.8 6 <15
CB-G-16 009F- Storage DADANCO ACB10 30-MN 4 0.36 45 418 67.2 1124 2421 3546 3546 0.50 0.4 4804 0.50 0.1 80.6 6 <15
CB-G-17 009G- Office DADANCO ACB10 30-MN 4 0.36 45 418 66.2 1124 2872 3996 3996 0.70 0.9 4804 0.50 0.1 80.6 6 <15
CB-G-18 009H- Office DADANCO ACB10 30-MN 4 0.36 45 418 67.2 1124 2421 3546 3546 0.50 0.4 4804 0.50 0.1 80.6 6 <15
(FEET W.C.)(FEET W.C.) (BTUH)
AIR DATA CHILLED WATER COIL DATA HOT WATER COIL DATA
001-Main Hall
001-Main Hall
001-Main Hall
001-Main Hall
001-Main Hall
001-Main Hall
001-Main Hall
001-Main Hall
CB-G-19 009J- Office DADANCO ACB10 30-MN 4 0.36 45 418 67.2 1124 2421 3546 3546 0.50 0.4 4804 0.50 0.1 80.6 6 <15
CB-G-20 009K- Office DADANCO ACB10 30-MN 4 0.36 45 418 67.2 1124 2421 3546 3546 0.50 0.4 4804 0.50 0.1 80.6 6 <15
CB-G-21 009L- Office DADANCO ACB10 30-MN 4 0.36 45 418 67.2 1124 2421 3546 3546 0.50 0.4 4804 0.50 0.1 80.6 6 <15
CB-G-22 009- Staff Open Workroom DADANCO ACB10 70-MN 4 4 0.46 120 279 58.0 2998 2152 5150 15450 0.50 0.6 1983 0.50 0.2 76.5 6 21
CB-G-23 009- Staff Open Workroom DADANCO ACB10 70-MN 4 4 0.46 120 279 58.0 2998 2152 5150 15450 0.50 0.6 1983 0.50 0.2 76.5 6 21
CB-G-24 009- Staff Open Workroom DADANCO ACB10 70-MN 4 4 0.46 120 279 58.0 2998 2152 5150 15450 0.50 0.6 1983 0.50 0.2 76.5 6 21
CB-G-25 010- Open Collab DADANCO ACB10 70-MN 4 4 0.46 120 279 58.0 2998 2152 5150 15450 0.50 0.6 1983 0.50 0.2 76.5 6 21
CB-G-26 010- Open Collab DADANCO ACB10 70-MN 4 4 0.46 120 279 58.0 2998 2152 5150 15450 0.50 0.6 1983 0.50 0.2 76.5 6 21
CB-G-27 010- Open Collab DADANCO ACB10 70-MN 4 4 0.46 120 279 58.0 2998 2152 5150 15450 0.50 0.6 1983 0.50 0.2 76.5 6 21
CB-G-28 010A- Tech Rich DADANCO ACB10 30-MN 4 4 0.46 60
CB-G-29 011-TLR CLASSROOM DADANCO ACB10 80-MN 4 4 0.54 130 329 56.3 3706 2959 6665 46654 1.60 5.1 2573 0.50 0.2 76.1 6 23
CB-G-30 011-TLR CLASSROOM 80-MN 4 4 0.54 130 329 56.3 3706 2959 6665 46654 1.60 5.1 2573 0.50 0.2 76.1 6 23
CB-G-31 011-TLR CLASSROOM 80-MN 4 4 0.54 130 329 56.3 3706 2959 6665 46654 1.60 5.1 2573 0.50 0.2 76.1 6 23
CB-G-32 011-TLR CLASSROOM 80-MN 4 4 0.54 130 329 56.3 3706 2959 6665 46654 1.60 5.1 2573 0.50 0.2 76.1 6 23
CB-G-33 011-TLR CLASSROOM 80-MN 4 4 0.54 130 329 56.3 3706 2959 6665 46654 1.60 5.1 2573 0.50 0.2 76.1 6 23
CB-G-34 011-TLR CLASSROOM 80-MN 4 4 0.54 130 329 56.3 3706 2959 6665 46654 1.60 5.1 2573 0.50 0.2 76.1 6 23
CB-G-35 011-TLR CLASSROOM 80-MN 4 4 0.54 130 329 56.3 3706 2959 6665 46654 1.60 5.1 2573 0.50 0.2 76.1 6 23
CB-1-01 106- SC Collections Workroom DADANCO ACB10 50-MN 4 4 0.29 65 365 62.3 1671 3351 5022 5273 2.40 10.3 4391 0.50 0.2 79.7 6 20
106- SC Collections Workroom 50-MN 4 4 0.29 65 365 62.3 1671 3351 5022 5273 2.40 10.3 4391 0.50 0.2 79.7 6 20
106- SC Collections Workroom 50-MN 4 4 0.29 65 365 62.3 1671 3351 5022 5273 2.40 10.3 4391 0.50 0.2 79.7 6 20
106- SC Collections Workroom 50-MN 4 4 0.29 65 365 62.3 1671 3351 5022 5273 2.40 10.3 4391 0.50 0.2 79.7 6 20
106- SC Collections Workroom 50-MN 4 4 0.29 65 365 62.3 1671 3351 5022 5273 2.40 10.3 4391 0.50 0.2 79.7 6 20
106- SC Collections Workroom 50-MN 4 4 0.29 65 365 62.3 1671 3351 5022 5273 2.40 10.3 4391 0.50 0.2 79.7 6 20
106- SC Collections Workroom 50-MN 4 4 0.29 65 365 62.3 1671 3351 5022 5273 2.40 10.3 4391 0.50 0.2 79.7 6 20
106- SC Collections Workroom 50-MN 4 4 0.29 65 365 62.3 1671 3351 5022 5273 2.40 10.3 4391 0.50 0.2 79.7 6 20
106- SC Collections Workroom 50-MN 4 4 0.29 65 365 62.3 1671 3351 5022 5273 2.40 10.3 4391 0.50 0.2 79.7 6 20
DADANCO ACB10
106B- SC Office DADANCO ACB10 26-MN 4 4 0.47 45 312 66.1 1124 1900 3024 3024 0.50 0.3 3577 0.50 0.1 80.6 6 <15
106C- SC Office DADANCO ACB10 26-MN 4 4 0.47 45 312 66.1 1124 1900 3024 3024 0.50 0.3 3577 0.50 0.1 80.6 6 <15
106D- SC Office DADANCO ACB10 30-MN 4 4 0.47 45 386 67.4 1124 2057 3181 3181 0.50 0.3 3966 0.50 0.1 79.5 6 <15
107- Library Admin DADANCO ACB44 30-MN 4 2 0.40 45 186 65.3 1493 1370 2864 3434 0.50 0.4 4184 0.50 0.1 82.3 6 <15
107A- Staff Office
107B- Staff Office
107C- Deans Office DADANCO ACB10 35-SN 4 4 0.58 45 282 60.0 1124 3486 4610 9219 1.80 6.3 4181 0.50 0.2 83.6 6 <15
107C- Deans Office DADANCO ACB10 35-SN 4 4 0.58 45 282 60.0 1124 3486 4610 9219 1.80 6.3 4181 0.50 0.2 83.6 6 <16
108D- Office DADANCO ACB10 35-MN 4
108E- Office DADANCO ACB10 35-MN 4 4 0.39 55 378 64.5 1374 2937 4311 4957 1.50 5.9 4656 0.50 0.2 80.0 6 17
108F- Seminar Room DADANCO ACB10 70-MN 4 4 0.71 150 322 55.6 3747 3043 6790 14531 2.10 8.2 2466 0.50 0.2 76.0 6 22
108F- Seminar Room DADANCO ACB10 70-MN 4 4 0.71 150 322 55.6 3747 3043 6790 14531 2.10 8.2 2466 0.50 0.2 76.0 6 22
110A- Reading Room DADANCO ACB10 55-MN 4 4 0.59 100 456 61.3 2673 4089 6762 33812 2.00 7.5 4267 0.50 0.2 76.6 6 21
110A- Reading Room 55-MN 4 4 0.59 100 456 61.3 2673 4089 6762 33812 2.00 7.5 4267 0.50 0.2 76.6 6 21
110A- Reading Room 55-MN 4 4 0.59 100 456 61.3 2673 4089 6762 33812 2.00 7.5 4267 0.50 0.2 76.6 6 21
110A- Reading Room 55-MN 4 4 0.59 100 456 61.3 2673 4089 6762 33812 2.00 7.5 4267 0.50 0.2 76.6 6 21
110A- Reading Room 55-MN 4 4 0.59 100 456 61.3 2673 4089 6762 33812 2.00 7.5 4267 0.50 0.2 76.6 6 21
110- Café DADANCO ACB10 80-MN 4 4 0.63 150 295 56.3 4028 1971 5999 24718 0.60 0.9 2141 0.60 0.3 75.6 6 25
110- Café 80-MN 4 4 0.63 150 295 56.3 4028 1971 5999 24718 0.60 0.9 2141 0.60 0.3 75.6 6 25
110- Café 80-MN 4 4 0.63 150 295 56.3 4028 1971 5999 24718 0.60 0.9 2141 0.60 0.3 75.6 6 25
110- Café 80-MN 4 4 0.63 150 295 56.3 4028 1971 5999 24718 0.60 0.9 2141 0.60 0.3 75.6 6 25
102- Browsing Classroom DADANCO ACB10 90-MN 4 4 0.69 160 309 54.7 4222 2578 6800 74795 1.50 4.5 2157 0.60 0.3 75.4 6 26
102- Browsing Classroom 90-MN 4 4 0.69 160 309 54.7 4222 2578 6800 74795 1.50 4.5 2157 0.60 0.3 75.4 6 26
102- Browsing Classroom 90-MN 4 4 0.69 160 309 54.7 4222 2578 6800 74795 1.50 4.5 2157 0.60 0.3 75.4 6 26
102- Browsing Classroom 90-MN 4 4 0.69 160 309 54.7 4222 2578 6800 74795 1.50 4.5 2157 0.60 0.3 75.4 6 26
102- Browsing Classroom 90-MN 4 4 0.69 160 309 54.7 4222 2578 6800 74795 1.50 4.5 2157 0.60 0.3 75.4 6 26
102- Browsing Classroom 90-MN 4 4 0.69 160 309 54.7 4222 2578 6800 74795 1.50 4.5 2157 0.60 0.3 75.4 6 26
102- Browsing Classroom 90-MN 4 4 0.69 160 309 54.7 4222 2578 6800 74795 1.50 4.5 2157 0.60 0.3 75.4 6 26
102- Browsing Classroom 90-MN 4 4 0.69 160 309 54.7 4222 2578 6800 74795 1.50 4.5 2157 0.60 0.3 75.4 6 26
102- Browsing Classroom 90-MN 4 4 0.69 160 309 54.7 4222 2578 6800 74795 1.50 4.5 2157 0.60 0.3 75.4 6 26
102- Browsing Classroom 90-MN 4 4 0.69 160 309 54.7 4222 2578 6800 74795 1.50 4.5 2157 0.60 0.3 75.4 6 26
102- Browsing Classroom 90-MN 4 4 0.69 160 309 54.7 4222 2578 6800 74795 1.50 4.5 2157 0.60 0.3 75.4 6 26
100-East Entry DADANCO ACB10 90-MN 4 4 0.41 110 266 52.9 3622 2758 6381 44665 1.40 3.9 1869 0.50 0.2 75.5 6 22
90-MN 4 4 0.41 110 266 52.9 3622 2758 6381 44665 1.40 3.9 1869 0.50 0.2 75.5 6 22
103- Conway Center 90-MN 4 4 0.41 110 266 52.9 3622 2758 6381 44665 1.40 3.9 1869 0.50 0.2 75.5 6 22
103- Conway Center 90-MN 4 4 0.41 110 266 52.9 3622 2758 6381 44665 1.40 3.9 1869 0.50 0.2 75.5 6 22
103- Conway Center 90-MN 4 4 0.41 110 266 52.9 3622 2758 6381 44665 1.40 3.9 1869 0.50 0.2 75.5 6 22
103- Conway Center 90-MN 4 4 0.41 100 266 52.9 3622 2758 6381 44665 1.40 3.9 1869 0.50 0.2 75.5 6 22
103- Conway Center 90-MN 4 4 0.41 110 266 52.9 3622 2758 6381 44665 1.40 3.9 1869 0.50 0.2 75.5 6 22
103A- Conway Shared Space DADANCO ACB10 50-SN 4 4 0.36 50 333 64.0 1249 2746 3995 15981 1.00 2.1 4535 0.50 0.2 81.1 6 17
103A- Conway Shared Space 50-SN 4 4 0.36 50 333 64.0 1249 2746 3995 15981 1.00 2.1 4535 0.50 0.2 81.1 6 17
103A- Conway Shared Space 50-SN 4 4 0.36 50 333 64.0 1249 2746 3995 15981 1.00 2.1 4535 0.50 0.2 81.1 6 17
103A- Conway Shared Space 50-SN 4 4 0.36 50 333 64.0 1249 2746 3995 15981 1.00 2.1 4535 0.50 0.2 81.1 6 17
103B- Conway Shared Space 50-SN 4 4 0.51 60 277 58.4 1499 3502 5001 6002 2.40 10.3 3963 0.50 0.2 81.6 6 20
103C- Conway Shared Space 50-SN 4 4 0.51 60 277 58.4 1499 3502 5001 6002 2.40 10.3 3963 0.50 0.2 81.6 6 20
4 0.39 55 378 64.5 1374 2937 4311 4957 1.50 5.9 4656 0.50 0.2 80.0 6 17
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
279 58.0 2998 2152 5150 15450 0.50 0.6 1983 0.50 0.2 76.5 6 21
100-East Entry
106D- SC Office DADANCO ACB10 30-MN 4 4 0.47 45 386 67.4 1124 2057 3181 3181 0.50 0.3 3966 0.50 0.1 79.5 6 <15
106A- SC Digitization DADANCO ACB10
30-MN 4 4 0.47 45 386 67.4 1124 2057 3181 3181 0.50 0.3 3966 0.50 0.1 79.5 6 <15
30-MN 4 4 0.47 45 386 67.4 1124 2057 3181 3181 0.50 0.3 3966 0.50 0.1 79.5 6 <15
CB-1-02
CB-1-03
CB-1-04
CB-1-05
CB-1-06
CB-1-07
CB-1-08
CB-1-09
CB-1-10
CB-1-11
CB-1-12
CB-1-13
CB-1-14
CB-1-15
CB-1-16
CB-1-17
CB-1-18
CB-1-19
CB-1-20
CB-1-21
CB-1-22
CB-1-23
CB-1-24
CB-1-25
CB-1-26
CB-1-27
CB-1-28
CB-1-29
CB-1-30
CB-1-31
CB-1-32
CB-1-33
CB-1-34
CB-1-35
CB-1-36
CB-1-37
CB-1-38
CB-1-39
CB-1-40
CB-1-41
CB-1-42
CB-1-43
CB-1-44
CB-1-45
CB-1-46
CB-1-47
CB-1-48
CB-1-49
CB-1-50
CB-1-51
CB-1-52
CB-1-53
CB-1-54
CB-1-55
CB-1-56
CB-1-57
104- Service Point Support DADANCO ACB10CB-1-58
DADANCO ACB10CB-1-59 104- Service Point Support
70-MN 4 4 0.59 125 318 58.4 3414 2306 5720 17161 0.50 0.6 2034 0.50 0.2 75.9 6 22
70-MN 4 4 0.59 125 318 58.4 3414 2306 5720 17161 0.50 0.6 2034 0.50 0.2 75.9 6 22
106A- SC Digitization
4
4
4
4
4
4
4
4
4
4
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
58.0 130.0
DADANCO ACB44 30-MN 4 2 0.40 45 186 65.3 1493 1370 2864 3434 0.50 0.4 4184 0.50 0.1 82.3 6 <1558.0 130.0
DADANCO ACB44 30-MN 4 2 0.40 45 186 65.3 1493 1370 2864 3434 0.50 0.4 4184 0.50 0.1 82.3 6 <1558.0 130.0
TAG TYPE
SELECTION RANGE
(CFM)
NOMINAL FACE SIZE
(IN X IN)
STATIC PRESSURE
(IN)
THROW
AT 50 FPM (FT)
MANUFACTURER MODEL NO. (AS
STANDARD)NOTES
A-1 LINEAR SUPPLY 1-SLOT 0-150 - 0.043 7
A-2 151-200 0.053 9
NECK SIZE
8"Ø
8"Ø
MAX NC
<10
<10
B-1 0-100 0.041 6
B-2 101-175 0.041 8
B-3 176-225 0.041 810"Ø
8"Ø
6"Ø 24x24
24x24
24x24
TITUS TDC<15
<15
<15
-LINEAR SUPPLY 2-SLOT
B-4 226-325 0.038 1012"Ø 24x24 <15
SQUARE LOUVERED DIFFUSER SIZE 6
SERVICE
SUPPLY
SUPPLY
SUPPLY
SUPPLY
SUPPLY
SUPPLY
B-5 326-425 0.036 1214"Ø 24x24 <15SUPPLY
SQUARE LOUVERED DIFFUSER SIZE 8
SQUARE LOUVERED DIFFUSER SIZE 10
SQUARE LOUVERED DIFFUSER SIZE 12
SQUARE LOUVERED DIFFUSER SIZE 14
TITUS TDC
TITUS TDC
TITUS TDC
TITUS TDC
TITUS FL-10 FLOWBAR
TITUS FL-10 FLOWBAR
C-1
0-125 0.041C-2
126-220 0.041C-3
221-350 0.04110"X10"
8"X8"
6"X6" 24x24
24x24
24x24
TITUS TDC<15
<15
<15
SQUARE RETURN GRILLE
SIZE 6 RETURN
TITUS 350RS
TITUS 350RS
RETURN
RETURN
SQUARE RETURN GRILLE
SIZE 8
SQUARE RETURN GRILLE
SIZE 10
RGDS LOCATED IN CEILINGS SHALL HAVE MOUNTING FRAMES OR BORDERS MATCHING THE CEILING TYPE.
426-550 0.03624x24B-6 <15SQUARE LOUVERED DIFFUSER SIZE 16 SUPPLY 16"Ø 14 TITUS TDC
A-3 201-300 0.053 2010"Ø 22-LINEAR SUPPLY 2-SLOT SUPPLY TITUS TBD-10
C-4
0-1000 0.01 N/A22"X22" 24x24 TITUS PARSQUARE RETURN GRILLE PLENUM RETURN <15
N/A
N/A
N/A
DIFFUSER, GRILLE & REGISTER SCHEDULE
1
1
NOTES:
1
1
1
1
1
1
1
1
1
1
UNIT NO.DESIGN
CFM
1
2
3
4
SELECTIONS ARE BASED ON VOLU-TROL AS MANUFACTURER.
SOUND POWER LEVELS AND NC LEVELS ARE BASED ON TESTS CONDUCTED IN ACCORDANCE WITH ARI STANDARD 880-98.
REVIEW SUBMITTAL DRAWINGS FOR EXACT DIMENSIONS.
AIRFLOW UNITS ARE CUBIC FEET PER MINUTE, AIR PRESSURE DROP IN INCHES OF WATER GAUGE.
VAV-1SC 3,035
1,900
4,200
PRIMARY INLET
COLLAR SIZE
MIN. INLET SP
(IN. WG)
MIN OPER
PD (IN.WG)
20"x14" 1.0
1.0
1.5
1.5
1.5
0.08
0.65
0.85
0.94
1.04
DOWN-
STREAM SP
(IN. WG)
0.25
0.25
0.25
0.25
0.25
NC RATING
DISCHARGE
34
29
34
37
36
SINGLE DUCT VAV SCHEDULE (SPECAIL COLLECTIONS)
MANUFACTURER MODEL NUMBER
(OR APPROVED EQUAL)NOTES
1 2 3 4
VOLU-TROL
-
1 2 3 4
1 2 3 4
1 2 3 4
1 2 3 4
- - - - - - -- - -
SATT-6
SATT-7
SATT-8
SATT-9
SATT-10
OUTLET
SOUND
ATTENUATOR
(SEE SCHEDULE)
NOTES:
-
RHC-1
HOT WATER
REHEAT COIL
(SEE SCHEDULE)
1,900
1,900
RHC-2
RHC-3
RHC-4
RHC-5
18"x12"
24"x18"
18"x12"
18"x12"
1
1
VAV-2SC
VAV-3SC
VAV-4SC
VAV-5SC
VOLU-TROL
-
VOLU-TROL
-
VOLU-TROL
-
VOLU-TROL
-
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:29:35 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M602
HVAC SCHEDULES
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
CB-2-01 208A- Reflection 50-SN 4 4 0.43 55 160 53.0 1374 2429 3803 7606 1.70 5.9 58.0 2051 0.50 0.2 81.8 130.0 6 <15
CB-2-02 208A- Reflection 50-SN 4 4 0.43 55 160 53.0 1374 2429 3803 7606 1.70 5.9 2051 0.50 0.2 81.8 6 <16
CB-2-03 208B- Caverno 60-MN 4 4 0.52 110 282 56.2 2748 3000 5748 11496 1.50 4.5 2339 0.50 0.2 77.6 6 22
CB-2-04 208B- Caverno 60-MN 4 4 0.52 110 282 56.2 2748 3000 5748 11496 1.50 4.5 2339 0.50 0.2 77.6 6 22
CB-2-05 209- Seminar Room 60-MN 4 4 0.38 90 223 56.9 2332 2049 4381 4819 0.70 1.2 2563 0.50 0.2 79.2 6 19
CB-2-06 209- Seminar Room 60-MN 4 4 0.38 90 223 56.9 2332 2049 4381 4819 0.70 1.2 2563 0.50 0.2 79.2 6 19
CB-2-07 209- Seminar Room 60-MN 4 4 0.38 90 223 56.9 2332 2049 4381 4819 0.70 1.2 2563 0.50 0.2 79.2 6 19
CB-2-08 210- Reading Room 70-MN 4 4 0.40 105 239 53.6 2779 2766 5545 77631 1.00 2.1 2344 0.50 0.2 77.8 6 22
CB-2-09 210- Reading Room 70-MN 4 4 0.40 105 239 53.6 2779 2766 5545 77631 1.00 2.1 2344 0.50 0.2 77.8 6 22
CB-2-10 210- Reading Room 70-MN 4 4 0.40 105 239 53.6 2779 2766 5545 77631 1.00 2.1 2344 0.50 0.2 77.8 6 22
CB-2-11 210- Reading Room 70-MN 4 4 0.40 105 239 53.6 2779 2766 5545 77631 1.00 2.1 2344 0.50 0.2 77.8 6 22
CB-2-12 210- Reading Room 70-MN 4 4 0.40 105 239 53.6 2779 2766 5545 77631 1.00 2.1 2344 0.50 0.2 77.8 6 22
CB-2-13 210- Reading Room 70-MN 4 4 0.40 105 239 53.6 2779 2766 5545 77631 1.00 2.1 2344 0.50 0.2 77.8 6 22
CB-2-14 210- Reading Room 70-MN 4 4 0.40 105 239 53.6 2779 2766 5545 77631 1.00 2.1 2344 0.50 0.2 77.8 6 22
CB-2-15 210- Reading Room 70-MN 4 4 0.40 105 239 53.6 2779 2766 5545 77631 1.00 2.1 2344 0.50 0.2 77.8 6 22
CB-2-16 210- Reading Room 70-MN 4 4 0.40 105 239 53.6 2779 2766 5545 77631 1.00 2.1 2344 0.50 0.2 77.8 6 22
CB-2-17 210- Reading Room 70-MN 4 4 0.40 105 239 53.6 2779 2766 5545 77631 1.00 2.1 2344 0.50 0.2 77.8 6 22
CB-2-18 210- Reading Room 70-MN 4 4 0.40 105 239 53.6 2779 2766 5545 77631 1.00 2.1 2344 0.50 0.2 77.8 6 22
CB-2-19 210- Reading Room 70-MN 4 4 0.40 105 239 53.6 2779 2766 5545 77631 1.00 2.1 2344 0.50 0.2 77.8 6 22
CB-2-20 210- Reading Room 70-MN 4 4 0.40 105 239 53.6 2779 2766 5545 77631 1.00 2.1 2344 0.50 0.2 77.8 6 22
CB-2-21 204- SC EXIBIT 70-MN 4 4 0.59 125 318 58.4 3414 2306 5720 17161 0.50 0.6 2034 0.50 0.2 75.9 6 22
CB-2-22 204- SC EXIBIT 70-MN 4 4 0.59 125 318 58.4 3414 2306 5720 17161 0.50 0.6 2034 0.50 0.2 75.9 6 22
CB-2-23 204- SC EXIBIT 70-MN 4 4 0.59 125 318 58.4 3414 2306 5720 17161 0.50 0.6 2034 0.50 0.2 75.9 6 22
CB-2-24 206- SC Open Area 45-MN 4 4 0.30 60 367 62.6 1541 3395 4935 54288 2.20 9.0 4491 0.50 0.2 79.9 6 20
CB-2-25 206- SC Open Area 45-MN 4 4 0.30 60 367 62.6 1541 3395 4935 54288 2.20 9.0 4491 0.50 0.2 79.9 6 20
CB-2-26 206- SC Open Area 45-MN 4 4 0.30 60 367 62.6 1541 3395 4935 54288 2.20 9.0 4491 0.50 0.2 79.9 6 20
CB-2-27 206- SC Open Area 45-MN 4 4 0.30 60 367 62.6 1541 3395 4935 54288 2.20 9.0 4491 0.50 0.2 79.9 6 20
CB-2-28 206- SC Open Area 45-MN 4 4 0.30 60 367 62.6 1541 3395 4935 54288 2.20 9.0 4491 0.50 0.2 79.9 6 20
CB-2-29 206- SC Open Area 45-MN 4 4 0.30 60 367 62.6 1541 3395 4935 54288 2.20 9.0 4491 0.50 0.2 79.9 6 20
CB-2-30 206- SC Open Area 45-MN 4 4 0.30 60 367 62.6 1541 3395 4935 54288 2.20 9.0 4491 0.50 0.2 79.9 6 20
CB-2-31 206- SC Open Area 45-MN 4 4 0.30 60 367 62.6 1541 3395 4935 54288 2.20 9.0 4491 0.50 0.2 79.9 6 20
CB-2-32 206- SC Open Area 45-MN 4 4 0.30 60 367 62.6 1541 3395 4935 54288 2.20 9.0 4491 0.50 0.2 79.9 6 20
CB-2-33 206- SC Open Area 45-MN 4 4 0.30 60 367 62.6 1541 3395 4935 54288 2.20 9.0 4491 0.50 0.2 79.9 6 20
CB-2-34 206- SC Open Area 45-MN 4 4 0.30 60 367 62.6 1541 3395 4935 54288 2.20 9.0 4491 0.50 0.2 79.9 6 20
PRIMARY
AIR
PRESSURE
PRIMARY
AIR FLOW
RATE
SUPPLY
AIR FLOW
RATE
SUPPLY
AIR TEMP
OUT
(COOLING)
PRIMARY
AIR
SENSIBLE
COOLING
SECONDARY
AIR
SENSIBLE
COOLING
NET UNIT
SENSIBLE
COOLING
TOTAL
SENSIBLE
CHILLED
WATER
FLOW
RATE
WATER
PRESSURE
DROP
ENTERING
WATER
TEMP
(COOLING)
NETT UNIT
HEATING
CAPACITY
HEATING
HOT
WATER
FLOW RATE
WATER
PRESSURE
DROP
SUPPLY
AIR TEMP
OUT
(HEATING)
ENTERING
WATER
TEMP
(HEATING)
AIR INLET
SIZE
SOUND
LEVELUNIT TAG ZONE NAME UNIT MODEL
NOZZLE
CONFIGURATION
2 OR 4
PIPE COIL
NOMINAL
LENGTH
(FEET)
(INCH W.C.) (CFM) (CFM) (°F) (BTUH) (BTUH) (BTUH) (GPM) (°F) QS (BTUH) (GPM) (°F) (°F) (IN) NC(FEET W.C.)(FEET W.C.) (BTUH)
AIR DATA CHILLED WATER COIL DATA HOT WATER COIL DATA
CB-2-37 206B- SC Office 26-MN 4 0.57 50 294 65.3 1249 1838 3087 3087 0.50 0.3 3337 0.50 0.1 80.4 6 <15
CB-2-38 206C- SC Office 26-MN 4 0.57 50 294 65.3 1249 1838 3087 3087 0.50 0.3 3337 0.50 0.1 80.4 6 <15
CB-2-39 206D- SC Office 60-SN 4 0.48 70 180 53.0 1749 2539 4288 8575 2.00 7.5 1913 0.50 0.2 79.8 6 <15
CB-2-40 206D- SC Office 60-SN 4 4 0.48 70 180 53.0 1749 2539 4288 8575 2.00 7.5 1913 0.50 0.2 79.8 6 <16
CB-3-01 301- Great Hall DADANCO ACB10 70-MN 4 4 0.62 130 301 57.1 3497 2350 5847 49118 0.90 1.8 2458 0.50 0.2 76.4 6 22
CB-3-02 301- Great Hall 70-MN 4 4 0.62 130 301 57.1 3497 2350 5847 49118 0.90 1.8 2458 0.50 0.2 76.4 6 22
CB-3-03 301- Great Hall 70-MN 4 4 0.62 130 301 57.1 3497 2350 5847 49118 0.90 1.8 2458 0.50 0.2 76.4 6 22
CB-3-04 301- Great Hall 70-MN 4 4 0.62 130 301 57.1 3497 2350 5847 49118 0.90 1.8 2458 0.50 0.2 76.4 6 22
CB-3-05 301- Great Hall 70-MN 4 4 0.62 130 301 57.1 3497 2350 5847 49118 0.90 1.8 2458 0.50 0.2 76.4 6 22
CB-3-06 301- Great Hall 70-MN 4 4 0.62 130 301 57.1 3497 2350 5847 49118 0.90 1.8 2458 0.50 0.2 76.4 6 22
CB-3-07 301- Great Hall 70-MN 4 4 0.62 130 301 57.1 3497 2350 5847 49118 0.90 1.8 2458 0.50 0.2 76.4 6 22
CB-3-08 301- Great Hall 70-MN 4 4 0.62 130 301 57.1 3497 2350 5847 49118 0.90 1.8 2458 0.50 0.2 76.4 6 22
CB-3-09 304- SC Classroom 60-MN 4 4 0.51 90 259 57.1 2706 2314 5020 17319 1.50 4.5 2691 0.50 0.2 78.3 6 20
CB-3-10 304- SC Classroom 60-MN 4 4 0.51 90 259 57.1 2706 2314 5020 17319 1.50 4.5 2691 0.50 0.2 78.3 6 20
CB-3-11 304- SC Classroom 60-MN 4 4 0.51 90 259 57.1 2706 2314 5020 17319 1.50 4.5 2691 0.50 0.2 78.3 6 20
CB-3-12 304A- Exhibit Prep DADANCO ACB10 4 4
CB-3-13 306- SC Staff Workroom DADANCO ACB10 40-MN 4 4 0.48 65 225 54.6 1749 3252 5000 25002 2.10 8.2 3189 0.50 0.2 81.4 6 20
CB-3-14 306- SC Staff Workroom 40-MN 4 4 0.48 65 225 54.6 1749 3252 5000 25002 2.10 8.2 3189 0.50 0.2 81.4 6 20
CB-3-15 306- SC Staff Workroom 40-MN 4 4 0.48 65 225 54.6 1749 3252 5000 25002 2.10 8.2 3189 0.50 0.2 81.4 6 20
CB-3-16 306- SC Staff Workroom 40-MN 4 4 0.48 65 225 54.6 1749 3252 5000 25002 2.10 8.2 3189 0.50 0.2 81.4 6 20
CB-3-17 306- SC Staff Workroom 40-MN 4 4 0.48 65 225 54.6 1749 3252 5000 25002 2.10 8.2 3189 0.50 0.2 81.4 6 20
CB-3-18 307- SC Reading Room 80-MN 4 4 0.48 130 276 54.2 3497 2715 6213 31063 1.50 4.5 2144 0.50 0.2 76.1 6 21
CB-3-19 307- SC Reading Room 80-MN 4 4 0.48 130 276 54.2 3497 2715 6213 31063 1.50 4.5 2144 0.50 0.2 76.1 6 21
CB-3-20 307- SC Reading Room 80-MN 4 4 0.48 130 276 54.2 3497 2715 6213 31063 1.50 4.5 2144 0.50 0.2 76.1 6 21
CB-3-21 307- SC Reading Room 80-MN 4 4 0.48 130 276 54.2 3497 2715 6213 31063 1.50 4.5 2144 0.50 0.2 76.1 6 21
CB-3-22 307- SC Reading Room 80-MN 4 4 0.48 130 276 54.2 3497 2715 6213 31063 1.50 4.5 2144 0.50 0.2 76.1 6 21
CB-3-23 307A- SC Small Group Room DADANCO ACB10 60-MN 4 4 0.36 90 215 53.8 2248 2686 4934 11349 2.20 9.0 2526 0.50 0.2 79.4 6 18
CB-3-24 307A- SC Small Group Room 60-MN 4 4 0.36 90 215 53.8 2248 2686 4934 11349 2.20 9.0 2526 0.50 0.2 79.4 6 18
CB-3-25 308- SC Entry 60-MN 4 4 0.67 125 228 49.6 3123 3165 6288 12575 2.20 9.0 1790 0.50 0.2 76.2 6 24
CB-3-26 308- SC Entry 60-MN 4 4 0.67 125 228 49.6 3123 3165 6288 12575 2.20 9.0 1790 0.50 0.2 76.2 6 24
CB-3-27 309- D&A Open Workroom 80-SN 4 4 0.45 90 209 45.7 2423 4217 6640 39839 1.60 6.7 4793 0.50 0.2 91.2 6 22
CB-3-28 309- D&A Open Workroom 80-SN 4 4 0.45 90 209 45.7 2423 4217 6640 39839 1.60 6.7 4793 0.50 0.2 91.2 6 22
CB-3-29 309- D&A Open Workroom 80-SN 4 4 0.45 90 209 45.7 2423 4217 6640 39839 1.60 6.7 4793 0.50 0.2 91.2 6 22
CB-3-30 309- D&A Open Workroom 80-SN 4 4 0.45 90 209 45.7 2423 4217 6640 39839 1.60 6.7 4793 0.50 0.2 91.2 6 22
CB-3-31 309- D&A Open Workroom 80-SN 4 4 0.45 90 209 45.7 2423 4217 6640 39839 1.60 6.7 4793 0.50 0.2 91.2 6 22
CB-3-32 309- D&A Open Workroom 80-SN 4 4 0.45 90 209 45.7 2423 4217 6640 39839 1.60 6.7 4793 0.50 0.2 91.2 6 22
CB-3-33 309C- Intern Libray Loan DADANCO ACB10 50-MN 4 4 0.51 90 252 53.9 2248 3522 5771 6348 2.40 10.3 3047 0.50 0.2 79.7 6 22
CB-3-34 309D- Office D&A DADANCO ACB10 50-SN 4 4 0.51 60 228 54.7 1499 3522 5021 5523 2.40 10.3 3462 0.50 0.2 82.3 6 17
CB-3-35 309E- Office D&A DADANCO ACB10 30-MN 4 4 0.51 60 228 54.7 1499 3522 5021 5523 2.40 10.3 3462 0.50 0.2 82.3 6 17
CB-3-37 309F- Staff Room DADANCO ACB10 80-MN 4 4 0.48 140 266 44.8 3497 5216 8714 17428 2.00 9.8 3828 0.50 0.2 83.3 6 22
CB-3-38 309F- Staff Room 80-MN 4 4 0.48 140 266 44.8 3497 5216 8714 17428 2.00 9.8 3828 0.50 0.2 83.3 6 22
CB-3-39 310- Open Reading Room DADANCO ACB10 70-MN 4 4 0.57 125 312 54.7 3348 3530 6878 68776 2.00 9.8 3828 0.50 0.2 81.3 6 21
CB-3-40 310- Open Reading Room 70-MN 4 4 0.57 125 312 54.7 3348 3530 6878 68776 2.00 9.8 3828 0.50 0.2 81.3 6 21
CB-3-41 310- Open Reading Room 70-MN 4 4 0.57 125 312 54.7 3348 3530 6878 68776 2.00 9.8 3828 0.50 0.2 81.3 6 21
CB-3-42 310- Open Reading Room 70-MN 4 4 0.57 125 312 54.7 3348 3530 6878 68776 2.00 9.8 3828 0.50 0.2 81.3 6 21
CB-3-43 310- Open Reading Room 70-MN 4 4 0.57 125 312 54.7 3348 3530 6878 68776 2.00 9.8 3828 0.50 0.2 81.3 6 21
CB-3-44 310- Open Reading Room 70-MN 4 4 0.57 125 312 54.7 3348 3530 6878 68776 2.00 9.8 3828 0.50 0.2 81.3 6 21
CB-3-45 310- Open Reading Room 70-MN 4 4 0.57 125 312 54.7 3348 3530 6878 68776 2.00 9.8 3828 0.50 0.2 81.3 6 21
CB-3-46 310- Open Reading Room 70-MN 4 4 0.57 125 312 54.7 3348 3530 6878 68776 2.00 9.8 3828 0.50 0.2 81.3 6 21
CB-3-47 310- Open Reading Room 70-MN 4 4 0.57 125 312 54.7 3348 3530 6878 68776 2.00 9.8 3828 0.50 0.2 81.3 6 21
CB-3-48 310- Open Reading Room 70-MN 4 4 0.57 125 312 54.7 3348 3530 6878 68776 2.00 9.8 3828 0.50 0.2 81.3 6 21
CB-3-49 303- Special Collections Teaching DADANCO ACB10 100-SN 4 4 0.55 130 215 50.1 3123 2683 5806 46444 2.20 9.0 1554 0.50 0.2 75.6 6 23
CB-3-50 303- Special Collections Teaching 100-SN 4 4 0.55 130 215 50.1 3123 2683 5806 46444 2.20 9.0 1554 0.50 0.2 75.6 6 23
CB-3-51 303- Special Collections Teaching 100-SN 4 4 0.55 130 215 50.1 3123 2683 5806 46444 2.20 9.0 1554 0.50 0.2 75.6 6 23
CB-3-52 303- Special Collections Teaching 100-SN 4 4 0.55 130 215 50.1 3123 2683 5806 46444 2.20 9.0 1554 0.50 0.2 75.6 6 23
CB-3-53 303- Special Collections Teaching 100-SN 4 4 0.55 130 215 50.1 3123 2683 5806 46444 2.20 9.0 1554 0.50 0.2 75.6 6 23
CB-3-54 303- Special Collections Teaching 100-SN 4 4 0.55 130 215 50.1 3123 2683 5806 46444 2.20 9.0 1554 0.50 0.2 75.6 6 23
CB-3-55 303- Special Collections Teaching 100-SN 4 4 0.55 130 215 50.1 3123 2683 5806 46444 2.20 9.0 1554 0.50 0.2 75.6 6 23
CB-3-56 303- Special Collections Teaching
CB-3-57 302 -Grand Reading Rm
CB-3-58
CB-3-59
CB-3-60
CB-3-61
CB-3-62
CB-2-35 206A- SC Shared Office 45-MN 4 4 0.30 50 367 62.6 1541 3395 4935 54288 2.20 9.0 4491 0.50 0.2 79.9 6 20
CB-2-36 206A- SC Shared Office 45-MN 4 4 0.30 50 367 62.6 1541 3395 4935 54288 2.20 9.0 4491 0.50 0.2 79.9 6 20
CB-3-36 309E- Office D&A DADANCO ACB10 4 4 0.51 60 228 54.7 1499 3522 5021 5523 2.40 10.3 3462 0.50 0.2 82.3 6 1730-MN
0.51 90 259 57.1 2706 2314 5020 17319 1.50 4.5 2691 0.50 0.2 78.3 6 20
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
60-MN
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
302 -Grand Reading Rm
302 -Grand Reading Rm
302 -Grand Reading Rm
302 -Grand Reading Rm
302 -Grand Reading Rm
302 -Grand Reading Rm
302 -Grand Reading Rm
CB-3-63
CB-3-64
DADANCO ACB10 50-MN 4 4 0.51 90 252 53.9 2248 3522 5771 6348 2.40 10.3 3047 0.50 0.2 79.7 6 22
DADANCO ACB10 50-MN 4 4 0.51 90 252 53.9 2248 3522 5771 6348 2.40 10.3 3047 0.50 0.2 79.7 6 22
DADANCO ACB10 50-MN 4 4 0.51 90 252 53.9 2248 3522 5771 6348 2.40 10.3 3047 0.50 0.2 79.7 6 22
DADANCO ACB10 50-MN 4 4 0.51 90 252 53.9 2248 3522 5771 6348 2.40 10.3 3047 0.50 0.2 79.7 6 22
DADANCO ACB10 50-MN 4 4 0.51 90 252 53.9 2248 3522 5771 6348 2.40 10.3 3047 0.50 0.2 79.7 6 22
DADANCO ACB10 50-MN 4 4 0.51 90 252 53.9 2248 3522 5771 6348 2.40 10.3 3047 0.50 0.2 79.7 6 22
DADANCO ACB10 50-MN 4 4 0.51 90 252 53.9 2248 3522 5771 6348 2.40 10.3 3047 0.50 0.2 79.7 6 22
DADANCO ACB10 50-MN 4 4 0.51 90 252 53.9 2248 3522 5771 6348 2.40 10.3 3047 0.50 0.2 79.7 6 22
100-SN 4 4 0.55 130 215 50.1 3123 2683 5806 46444 2.20 9.0 1554 0.50 0.2 75.6 6 23DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
DADANCO ACB10
4
4
4
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:29:42 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M603
HVAC SCHEDULES
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
R
S
R
S46363618P200-ECMiEPRF
CW2HW2P200-ECMi P200-ECMi
EPSF 4224
EPDV8
Control Box 6030
S2
$
GFCI 2
6235
S1$GFCI 1P200-ECMi5835
HW1P200-ECMiP200-ECMiCW1CW46036
R
S
R
S
901610030
R
S
R
S
1
2
3 4
56
7
8
9
9 9 9
10
10
11
11
12
12
3
1
2
4
5 6
7
89
10
11
12
13
14
15
15
16
16
17
17
18
18
ROTARY HEAT RECOVERY WHEEL SCHEDULE
MBH %EFF
TOTAL HEAT SENSIBLE HEAT
MBH %EFF
WINTER DATA
SUPPLY EAT
DB(°F) DB(°F) DB(°F)
SUPPLY LAT EXHAUST EAT
DB(°F)
EXHAUST LAT
MBH %EFF MBH %EFF
TOTAL HEAT SENSIBLE HEAT SUPPLY EAT
DB(°F) DB(°F) DB(°F)
SUPPLY LAT EXHAUST EAT
DB(°F)
EXHAUST LAT MOTOR
HP
TYPE OF
CONTROL
SPEED
RANGE
(RPM)
DIA.
(IN.)
MEDIA
MATERIAL
MANUFACTURER
MODEL NUMBER
(AS STANDARD)
SUMMER DATA WHEEL DATA
DESICCANT DEHUMIDIFICATION WHEEL SCHEDULE
MBH
SENSIBLE
HEAT
REGEN EAT
DB(°F) gr/lb DB(°F) DB(°F)
HEATER LAT REGEN LAT
DB(°F)
PROCESS EAT MOTOR
HP
TYPE OF
CONTROL
SPEED
RANGE
(RPH)
DIA.
(IN.)
MEDIA
MATERIAL
MANUFACTURER
MODEL NUMBER
(AS STANDARD)
SUMMER DATA WHEEL DATA
DB(°F)
PROCESS LAT
gr/lb gr/lb gr/lb gr/lbgr/lb gr/lb gr/lb gr/lb gr/lb gr/lb gr/lb gr/lb
945.4 72.9 766.1 74.5 1.6 7.1 34.1 13.58 70.0 32.7 32.8 24.6 280.3 64.8 118.2 73.6 85.7 91.9 78.8 77.7 75.0 64.4 82.9 80.7 0.5 VFD X 88.0MOLECULAR SIEVE 3A
INNERGYTECH
I3-MS3A-88
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
163.0 78.8 88.6 85.3 77.6 78.8 77.6 53.0 59.0 0.02 VFD 15 84.0
DES DESICCANT
MEDIA
NOVEL AIRE TECHNOLOGIES
DES-844
- - - - - - - - - - - - - - -
53.9 47.9
- -
945.4 72.9 766.1 74.5 1.6 7.1 34.1 13.58 70.0 32.7 32.8 24.6 280.3 64.8 118.2 73.6 85.7 91.9 78.8 77.7 75.0 64.4 82.9 80.7 0.5 VFD X 88.0MOLECULAR SIEVE 3A
INNERGYTECH
I3-MS3A-88 163.0 78.8 88.6 85.3 77.6 78.8 77.6 53.0 59.0 0.02 VFD 15 84.0
DES DESICCANT
MEDIA53.9 47.9
NOVEL AIRE TECHNOLOGIES
DES-844
AHU-1 PLENUM 3 53.0 130.0 110.0 VENMAR CES -42.0 60.0 460 3 60
PENTHOUSE 16,000
UNIT
NO.LOCATION TOTAL
CFM
MIN
O.A.
CFM
EXT. TOTAL
OUTLET
VELOC
(FPM)
RETURN FAN DATA
WHEEL
DIA
(IN.)TYPE PER
TUNNEL
TOTAL
FACE
VELOC.
(FPM)
STATIC PRESS
(IN.WG)
AIR HANDLING UNIT SCHEDULE (CHILLED WATER COOLING AND HOT WATER HEATING) (AHU-1, AHU-2)
DB WB DB WB
EAT (°F) LAT (°F)
AIR DATA
COOLING COIL #1 (CHILLED WATER)
P.D.
(IN.WG)
EWT
(°F)
LWT
(°F)
CHILLED WATER DATA
GPM PD
(FT)
MANUFACTURER
MODEL NUMBER
(AS STANDARD)
REMARKSSENS.
MBH
ELECTRIC SERVICE
V HZ
TOTAL
MBH
FACE
VELOC.
(FPM)EAT
(°F)
LAT
(°F)
P.D.
(IN.WG)
AIR DATA
GPM
HEATING COIL (HOT WATER)
HOT WATER DATA
EWT
(°F)
LWT
(°F)
PD
(FT)
10,000
FAN
QUANTITY
EACH
BHP
TOTALEACH
HP
TOTAL
MBH
-------------
NOTES:
1. PROVIDE UNIT WITH PREFILTER AND FINAL FILTER, SEE SPECIFICATIONS FOR DETAILS.
AHU-2
424.8403.912.764.25 14.084.70 731.6 416.4648.981.10.652.867.775.9 65.50.1471.534.1 7.0416517-4PLENUM 8
EXT. TOTAL
OUTLET
VELOC
(FPM)
SUPPLY FAN DATA
WHEEL
DIA
(IN.)TYPE PER
TUNNEL
TOTAL
STATIC PRESS
(IN.WG)FAN
QUANTITY
EACH
BHP
TOTALEACH
HP
----------
33.284.16125147.53.0
PENTHOUSE -
AHU-3 PLENUM 1 53.3 130.0 110.0 VENTROL -50.0 60.0 460 3 60ROOF8,500
UNIT
NO.LOCATION TOTAL
CFM
MIN
O.A.
CFM
EXT. TOTAL
OUTLET
VELOC
(FPM)
RETURN FAN DATA
WHEEL
DIA
(IN.)TYPE PER
TUNNEL
TOTAL
FACE
VELOC.
(FPM)
STATIC PRESS
(IN.WG)
AIR HANDLING UNIT SCHEDULE (CHILLED WATER COOLING AND HOT WATER HEATING) (AHU-3)
DB WB DB WB
EAT (°F) LAT (°F)
AIR DATA
COOLING COIL (CHILLED WATER)
P.D.
(IN.WG)
EWT
(°F)
LWT
(°F)
CHILLED WATER DATA
GPM PD
(FT)
MANUFACTURER
MODEL NUMBER
(AS STANDARD)
REMARKSSENS.
MBH
ELECTRIC SERVICE
V HZ
TOTAL
MBH
FACE
VELOC.
(FPM)EAT
(°F)
LAT
(°F)
P.D.
(IN.WG)
AIR DATA
GPM
HEATING COIL (HOT WATER)
HOT WATER DATA
EWT
(°F)
LWT
(°F)
PD
(FT)
5,000
FAN
QUANTITY
EACH
BHP
TOTALEACH
HP
TOTAL
MBH
- --------------------------------------
NOTES:
1. PROVIDE UNIT WITH PREFILTER AND FINAL FILTER, SEE SPECIFICATIONS FOR DETAILS.
-
478.87250.95.755.75 7.57.5 356.1 485.2258.816.671.31.2753.267.080.1 26.20.1058.029.9 4.32207482.251.5PLENUM 2
EXT. TOTAL
OUTLET
VELOC
(FPM)
SUPPLY FAN DATA
WHEEL
DIA
(IN.)TYPE PER
TUNNEL
TOTAL
STATIC PRESS
(IN.WG)FAN
QUANTITY
EACH
BHP
TOTALEACH
HP
----------
10.635.31 15.007.50167204.141.80
COMPONENTS LIST:
1. ACCESS DOORS
2. DYNAMIC V8 FILTER
3. 4" DOUBLE WALL FOAM PANEL
4. 6" BASERAIL
5. CHILLED WATER COOLING COIL
6. HOT WATER HEATING COIL
7. SUPPLY AIR FAN WALL
8. RETURN AIR FAN WALL
9. OUTSIDE AIR INTAKE
10. RELIEF AIR OUTLET
11. SUPPLY AIR OUTLET
12. RETURN AIR OUTLET
16,000 10,000
52.0 42.0 60.0
FACE
VELOC.
(FPM)DB WB DB WB
EAT (°F) LAT (°F)
AIR DATA
COOLING COIL #2 (CHILLED WATER)
P.D.
(IN.WG)
EWT
(°F)
LWT
(°F)
CHILLED WATER DATA
GPM PD
(FT)
SENS.
MBH
TOTAL
MBH
417.4181.617.02 181.6 15.320.10.3549.453.962.4
AIR HANDLING UNIT SCHEDULE (CHILLED WATER COOLING AND HOT WATER HEATING) (AHU-1, AHU-2) CONTINUED
AHU-1
UNIT
NO.
-
AHU-2
41.845.23
PLENUM 3 53.0 130.0 110.0 VENMAR CES42.0 60.0 460 3 60
424.8403.912.764.25 14.084.70 731.6 416.4648.981.10.652.867.775.9 65.50.1471.534.1 7.0416517-4 52.0 42.0 60.0417.4181.617.02 181.6 15.320.10.3549.453.962.4
COMPONENTS LIST:
1. ACCESS DOORS
2. DYNAMIC V8 FILTER
3. 4" DOUBLE WALL FOAM PANEL
4. 6" BASERAIL
5. CHILLED WATER COOLING COIL #1
6. CHILLED WATER COOLING COIL #2
7. HOT WATER HEATING COIL
8. ENTHALPY WHEEL
9. DESICCANT WHEEL
10. HUMIDIFIER WAND
11. EXHAUST PREFILTER
12. DESICCANT WHEEL BYPASS DAMPER
13. SUPPLY AIR FAN WALL
14. RETURN AIR FAN WALL
15. OUTSIDE AIR INLET
16. RELIEF AIR OUTLET
17. SUPPLY AIR OUTLET
18. RETURN AIR INLET
PLENUM 8 33.284.16125147.53.0 41.845.23
8.3"
(1) 3.23"
5032 lbs
(2) 5.06"
8391 lbs
1.89"
Roof
Peak
20Ga Galv
1.74"
.17"
1.46"
.9"
PL5 .11"1.52"
CW2
1.52"
HW2
.9"
FWT3
1.01"
PL6
.93"
DV8
1.29"
PL7.11"
8.3"
(1) 3.23"
5032 lbs
(2) 5.06"
8391 lbs
1.89"
Roof
Peak
20Ga Galv
1.74"
.17"
1.46"
.11"1.01"
PL3.11"1.01"
FWT2
.84"
PL9
2.08"
PL10
3.12"
PL11
SA
Grating
Min OSA Econ OSA
RA
Grating 3636
RA
8.31
1.72 1.61
2 1.77
Econ OSA
EXH
Min OSA
RA
452
74 69
70 67
452
(1) 95
6767 lbs
(4) 145
7681 lbs
(3) 110
6250 lbs
20
HW1
44
PL3 .0733
DV8
27
PL5
16
HW1 3627
PL13
36
FWT1
42
PL16
17
HW2
109
6
1
100
3 17
PL11
452
36
PL2
6
FILT1
20
HW1
24
PL4338
FWT2
42
PL8
17
HW2 .0742
CW1
30
PL12
27
PL14
88
CW4/HU1
OSA RAEXH SA
(2) 102
5861 lbs
109
6
1
100
(1) 95
6767 lbs
(4) 145
7681 lbs
(3) 110
6250 lbs
(2) 102
5861 lbs
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:29:49 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M604
HVAC AHU SCHEDULE
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
R
S
R
SCW1HW1P200-ECMi P200-ECMi
EPSF 4824
EPDV836241224
2
3
4
5
6
7
10
8
9
10
8 9
11
12
1
2
4
3
5 67
8
9
10
14
11
12
13
16
9
11657210
15
15
UNIT NO.AIRFLOW
CFM EAT
(°F)
LAT
(°F)LEAV.
APD
("WC)
LOCATIONSERVICE
AHU-5 14,000 66.0 112.0SCLOWER LEVEL 61.7 289.313.1 - 919.9 77.0
ENT.
TEMPERATURE HUMIDITY (GR/LB)
DEHUMIDIFIER MODULE REACTIVATION AIR HEATER - GAS
EAT
(°F)
LAT
(°F)
TEMPERATURE
LEAV.ENT.
HUMIDITY (GR/LB)
120.2 289.3
AIRFLOW
(SCFM)
3.9014,000 9.44
PROCESS AIR FAN
TSP
(IN. WC)
ESP
(IN. WC)
FAN
SPEED
(RPM)
DESIGN
TEMP (°F)
90 2,565
MOTOR
SPEED
(RPM)
1,725
MOTOR
HP
40 3,850
AIRFLOW
(SCFM)
REACTIVATION AIR FAN
1.56
ESP
(IN. WC)
FAN
SPEED
(RPM)
3,450
MOTOR
SPEED
(RPM)
3,450
MOTOR
HP
15.0
REMARKSMANUFACTURER MODEL
NUMBER
INPUT
(BTUH)
OUTPUT
BTUH
933.6
OUTSIDE
AIRFLOW
CFM
5,000 49.0106.0
EAT (°F) LAT (°F)
TEMPERATURE
LEAV.ENT.
HUMIDITY (GR/LB)
25.0 25.0 -
-
MUNTERS
ICA-1300-060-DG
---------------------------------
AHU-4 53.1 130.0 110.0 VENTROL -42.0 60.0 460 3 60LEVEL G
UNIT
NO.LOCATION TOTAL
CFM
MIN
O.A.
CFM
FACE
VELOC.
(FPM)
AIR HANDLING UNIT SCHEDULE (CHILLED WATER COOLING AND HOT WATER HEATING) (AHU-4)
DB WB DB WB
EAT (°F) LAT (°F)
AIR DATA
COOLING COIL (CHILLED WATER)
P.D.
(IN.WG)
EWT
(°F)
LWT
(°F)
CHILLED WATER DATA
GPM PD
(FT)
MANUFACTURER
MODEL NUMBER
(AS STANDARD)
REMARKSSENS.
MBH
ELECTRIC SERVICE
V HZ
TOTAL
MBH
FACE
VELOC.
(FPM)EAT
(°F)
LAT
(°F)
P.D.
(IN.WG)
AIR DATA
GPM
HEATING COIL (HOT WATER)
HOT WATER DATA
EWT
(°F)
LWT
(°F)
PD
(FT)
2,000
TOTAL
MBH
----------------------------
NOTES:
1. SEE SPECIFICATIONS FOR FILTER DETAILS.
-
446.75208.2244.7 457.21199.510.2948.80.9353.162.972.2 20.20.0975.654.2 7.22PLENUM 2
EXT. TOTAL
OUTLET
VELOC
(FPM)
SUPPLY FAN DATA
WHEEL
DIA
(IN.)TYPE PER
TUNNEL
TOTAL
STATIC PRESS
(IN.WG)FAN
QUANTITY
EACH
BHP
TOTALEACH
HP
----------
12.246.12 147186145.202.40
-
8,600
OA24
RA
24 -72 108 12 24 24 36 24 36
SAHEATER
8918"x78"
30"X60"8442.0
FACE
VELOC.
(FPM)
COOLING COIL (CHILLED WATER)
P.D.
(IN.WG)
EWT
(°F)
LWT
(°F)
CHILLED WATER DATA
GPM PD
(FT)
SENS.
MBH
TOTAL
MBH
--------
467--27.03122.30.58130 110
TOTAL
MBH
FACE
VELOC.
(FPM)EAT
(°F)
LAT
(°F)
P.D.
(IN.WG)
AIR DATA
GPM
HEATING COIL (HOT WATER)
HOT WATER DATA
EWT
(°F)
LWT
(°F)
PD
(FT)
---------
467239.2 23.60.0860.045.0 9.21 56.2
AIR HANDLING UNIT SCHEDULE (CHILLED WATER COOLING AND HOT WATER HEATING) (AHU-5)
AIR DATA
COMPONENTS
LIST:
1. ACCESS DOORS
2. DYNAMIC V8 FILTER
3. 4" DOUBLE WALL FOAM PANEL
4. 6" BASERAIL
5. CHILLED WATER COOLING COIL
6. HOT WATER HEATING COIL
7. SUPPLY AIR FAN WALL
8. OUTSIDE AIR INTAKE
9. SUPPLY AIR OUTLET
10. RETURN AIR INLET
11. HUMIDIFIER WAND
12. CARBON FILTER
100.0
(LBS./HR.)
CAPACITY
16.5
STEAM
(PSIG)
12.0
HUMIDIFIER WAND (STEAM)
ABSORPTION
DISTANCE
(IN)
COMPONENTS
LIST:
1. ACCESS DOORS
2. MERV-8 & MERV-14 FILTER BANK
3. 4" DOUBLE WALL FOAM PANEL
4. 6" BASERAIL
5. CHILLED WATER COOLING COIL
6. HOT WATER HEATING COIL
7. SUPPLY AIR FAN
8. OUTSIDE AIR INTAKE
9. SUPPLY AIR OUTLET
10. RETURN AIR INLET
11. MERV-8 FINAL FILTER
12. REACTIVATION AIR INLET
13. REACTIVATION AIR OUTLET
14. REACTIVATION AIR FILTER
15. DEHUMIDIFIER
16. REACTIVATION AIR FAN
401
77116NOTES:
1. SEE SPECIFICATIONS FOR FILTER DETAILS.
327
(1) 151
3507 lbs
(2) 176
5193 lbs
62
6
52
36
PL1 451
CW1
13
HW1
39
HU1
33
FWT1
36
PL2
33
DV8
36
PL34 12
CF
30
PL4
7567
SAOSAMIN OSA
RARA
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:29:55 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M605
HVAC AHU SCHEDULE
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
MAH
MAL
C
C
C
H RH
C C
PH
SI
AI
YIA
DI
YIA
DI
FIC
DO
PDIC
AO
MT
R
XS
SEQUENCE OF CONTROLS - STANDBY POWER BAS INSTRUMENT LEGEND
GENERAL INSTRUMENT/FUNCTION SYMBOLS
LINETYPE LEGEND
EQUIPMENT SYMBOLS
CONTROL SYSTEM NOTES - GENERAL (APPLIES TO ALL M7XX SERIES SHEETS)
TYPICAL VARIABLE SPEED DRIVE AND MOTOR STARTER CONTROL POINTS
SENSOR LEGEND
A. A DEMAND RESPONSE SEQUENCE OF OPERATION HAS BEEN DEVELOPED BY SMITH COLLEGE THAT
INCREASES THE COOLING SET POINT TEMPERATURE IN INCREMENTS OF 1 DEGREE F BASED ON CERTAIN
THRESHOLD VALUES IN OUTDOOR AIR ENTHALPY BEING SURPASSSED.
B. THAT DEMAND RESPONSE LOGIC SHALL BE INCORPORATED INTO THE SEQUENCES OF OPERATION
ASSOCIATED WITH TEMPERATURE CONTROL OF THE SPACES WITHIN THE NEILSON LIBRARY.
C. OBTAIN PERMISSION, AS NECESSARY, TO COPY THE DEMAND RESPONSE LOGIC INTO THE
PROGRAMMING CODE FOR THE NEILSON LIBRARY.
D. MAXIMUM DEMAND RESPONSE SHALL BE AS FOLLOWS (REFER TO DEMAND RESPONSE LOGIC FOR THE
DEFINITIONS OF RESPONSE LEVEL).
1. SPACES SERVED BY AHU-1 & AHU-2: MAXIMUM DEMAND RESPONSE LEVEL 3
2. SPACES SERVED BY AHU-3: MAXIMUM DEMAND RESPONSE LEVEL 3
3. SPACES SERVED BY AHU-4: MAXIMUM DEMAND RESPONSE LEVEL 3
4. SPACES SERVED BY AHU-5 SHALL NOT BE ENROLLED IN THE DEMAND RESPONSE PROGRAM.
DEMAND RESPONSE
XX
XX
##
XY
XX
ACTUATOR - SEE DRAWINGS & SPECS FOR VALVE TYPE
TWO WAY VALVE ASSOCIATED WITH
DUCT SMOKE DETECTOR WITH
AUXILIARY CONTACTS AND MANUAL RESET
BACKPRESSURE REGULATOR, SELF CONTAINED
PRESSURE REDUCING REGULATOR
HAND-OFF-AUTOMATIC CONTROL STATION
REFER TO DIVISION 16 DWGS
SELF CONTAINED
HIGH & LOW MOISTURE "OUT OF RANGE"
LIMITS FOR FAULTY SENSOR ALARM
ACTUATOR - SEE DRAWINGS & SPECS FOR VALVE TYPE
THREE WAY VALVE ASSOCIATED WITH
OPPOSED BLADE DAMPER ASSOCIATED WITH
ACTUATOR
WHEN IDENTICAL, MULTIPLE INSTRUMENTS EXIST WITHIN A LOOP, THEY
ARE INDIVIDUALLY, SEQUENTIALLY NUMBERED HERE.
X = ANALOG(A) OR DIGITAL(D)
Y = OUTPUT(O) OR INPUT(I)
STATION
AIR FLOW
USERS CHOICE(*)
MULTIFUNCTION(*)
UNCLASSIFIED(*)
USERS CHOICE(*)
SYMBOL MODIFIER
HEAT EXCHANGER
PUMP
COIL:
RHC- REHEAT COIL
HC - HEATING COIL
CC - COOLING COIL
HUMIDIFIER
FILTER
PLATE/FRAME
FAN
CENTRIFUGAL
PLUG FAN
VOLUME TERMINAL
VARIABLE AIR
TEMPERATURE
RADIATION
EVENT (STATUS)
USERS CHOICE(*)
MULTIVARIABLE(*)
WEIGHT OR FORCE
SMOKE
EXAMPLE: PT=PRESSURE TRANSMITTER, HS=HAND SWITCH
VIBRATION, MECH ANALYSIS
SPEED OR FREQUENCY
QUANTITY OR EVENT(*)
PRESSURE (OR VACUUM)
POSITION, DIMENSION
MOISTURE
WHEN USED, EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS AND LETTER SYMBOLS.
L
M
LEVEL
N
O
(*)
R
Y
W
X
Z
T
S
U
V
Q
P
PILOT LIGHT
SENSOR TAG ID
DEVICE OR
OR SETPOINT
XXX START/STOPSS
ON/OFFOO
AUTOAUTO
OPEN/CLOSEOC
MODIFIER SYMBOLS AND
DESCRIPTIONS SHOWN BELOW
ORIFICE, RESTRICTION
USERS CHOICE(*)
RECORD OR PRINT
MULTIFUNCTION(*)
UNCLASSIFIED(*)
POINT (TEST CONNECTION)
MOMENTARY
LIGHT (PILOT)
INTEGRATE
WELL
SAFETY
INTEGRATE
LOW
USERS CHOICE(*)
RELAY OR COMPUTE(*)
TRANSFORMER
MULTIFUNCTION(*)
SWITCH
VALVE
TRANSMIT
ANALYSIS
CURRENT
FLOW RATE
VOLTAGE
BURNER FLAME
HAND (MANUAL)
TIME OR SCHEDULE
DEWPOINT
B
A
I
J
K
POWER
E
G
F
H
GAS
C
D
USERS CHOICE(*)
SENSOR (PRIMARY ELEMENT)
ALARM
MODIFIER
INDICATE
SCAN
RATE OF CHANGE
GLASS
RATIO
DIFFERENTIAL
FIRST LETTER(S)
MODIFIER
SUCCEEDING LETTERS
OUTPUT FUNCTION
CONTROL STATION
GATE
CONTROL
DAMPER
HIGH
USERS CHOICE(*)
SYMBOL DESCRIPTION DESCRIPTIONSYMBOL
INSTRUMENT LINE
USERS CHOICE(*)
TEMPERATURE ALARM LOW LIMITTSL
PRESSURE ALARM HIGH LIMITPAH
TEMPERATURE ALARM HIGH LIMITTSH
PRESSURE ALARM LOW LIMITPAL
MOISTURE ALARM HIGH LIMITMAH
MOISTURE ALARM LOW LIMITMAL
MANUAL RESETR
PHC- PREHEAT COIL
DESCRIPTIONSYMBOL
BOX OR VALVE WITH
REHEAT COIL
VOLUME TERMINAL
VARIABLE AIR
BOX OR VALVE
MOTOR STARTER
VARIABLE SPEED DRIVE
PARALLEL BLADE DAMPER ASSOCIATED WITH
ACTUATOR
SAMPLE DEVICE TAGS
PROCESS LINE
BAS INPUT/OUTPUT IDENTIFIER
CONTROL DEVICE OR INSTRUMENT TAG
INSTRUMENTATION IDENTIFICATION TAGS SHOWN ON THE ENCLOSED CONTROL DRAWINGS ARE
INTENDED TO BE SPECIFIC FOR EACH SEQUENCE. NO ATTEMPT HAS BEEN MADE TO COORDINATE
SEQUENTIAL TAGS IN ALL SEQUENCES AS THIS EFFORT WOULD NOT AID IN THE UNDERSTANDING OF THE
DESIGN INTENT. THEREFORE THERE MAY BE INSTRUMENTS ON THE CONTROL DRAWINGS WHICH APPEAR
TO HAVE THE SAME IDENTIFICATION NUMBER.
PROVIDE AND COORDINATE A COMPLETE LIST OF INSTRUMENTATION, THE ASSOCIATED IDENTIFICATION
TAGS AND A CROSS REFERENCE TO BE USED IN THE BAS (BUILDING AUTOMATION SYSTEM) PROGRAM
CODE.
NOTES:
MODULATING ACTUATOR
WITHOUT INTEGRAL PILOT
POSITIONER
MODULATING ACTUATOR
WITHOUT PILOT POSITIONER -
FAILS OPEN
MODULATING ACTUATOR
WITHOUT PILOT POSITIONER -
FAILS CLOSED
TWO POSITION ACTUATOR,
FAILS OPEN
TWO POSITION ACTUATOR,
FAILS CLOSED
1. ELECTRICAL POWER WIRING: ALL POWER WIRING AND CONNECTIONS REQUIRED TO OPERATE BUILDING AUTOMATION CONTROL
SYSTEM (BAS) AND ALL CONTROL COMPONENTS SHALL BE PROVIDED UNDER THIS SECTION AND SHALL COMPLY WITH
REQUIREMENTS OF DIVISION 26 SECTIONS. PROVIDE NORMAL, STANDBY AND EMERGENCY POWER WIRING TO ALL CONTROL
DEVICES TO PERFORM SEQUENCES OUTLINED. AS A MINIMUM THE BAS (ALL CONTROL PANELS, WORKSTATION, HOST
COMPUTERS) SHALL BE CONNECTED TO STANDBY POWER. ELECTRICAL CIRCUITS FOR ALL CONTROLS SHALL BE DEDICATED
ONLY TO THE BUILDING AUTOMATION CONTROL SYSTEM AND COMPONENTS. ALL WIRING FROM AND INCLUDING DEDICATED
CIRCUIT BREAKERS TO THE POINT OF USE SHALL BE PROVIDED BY THIS SECTION.
2. SEQUENCES OUTLINED (UNLESS OTHERWISE SPECIFIED) SHALL BE PERFORMED BY DIRECT DIGITAL CONTROL FIELD PANELS
(DDCFPS) AND LOCALLY MOUNTED DIRECT DIGITAL UNIT CONTROLLERS CONNECTED TO A CENTRAL BUILDING AUTOMATION
SYSTEM. SYSTEM ARCHITECTURE SHALL BE BASED ON A PEER-TO-PEER DISTRIBUTED CONTROL SYSTEM NETWORK. SYSTEM
SHALL INTEGRATE OPEN COMMUNICATION PROTOCOL CONTROLLERS. ALL DDCFP AND LOCAL CONTROLLER SHALL BE
CAPABLE OF INDEPENDENT OPERATION REGARDLESS OF THE STATUS OF THE BAS WORKSTATION.
3. ALL SETPOINTS AND TIME DELAYS SHALL BE ADJUSTABLE BY THE OPERATOR THROUGH THE BAS WORKSTATION AND THROUGH
LAPTOP SERVICE TOOL CONNECTED TO DDCFPS AND CONTROLLERS WITHOUT ANY HARDWARE OR SOFTWARE REVISIONS.
4. ADDRESS IDENTIFIERS FOR ALL POINTS AND VARIABLES SHALL BE COORDINATED WITH OWNER AND EXISTING CONTROLS AND
SHALL BE APPROVED BY THE FACILTY OWNER.
5. ABILITY TO REVIEW ALL MEASURED DATA, CONTROL SETPOINTS AND FUNCTIONS SHALL BE PROVIDED AT BAS WORKSTATION
AND ON LAPTOP SERVICE TOOL.
6. PROVIDE MENU DRIVEN CAPABILITY TO OVERRIDE AUTOMATED START/STOP OR OPERATING MODES FOR EACH PIECE OF
EQUIPMENT (INCLUDING PUMPS, AIR HANDLING UNITS, VV BOXES, ETC...) AT LOCAL CONTROL PANEL. IF A SEQUENCE IS
DISABLED BY MANUAL INPUT AND THE BAS ATTEMPTS AN AUTOMATED CHANGE IN OPERATING MODE, AN ALARM SHALL BE
INITIATED AT THE BAS STATING THAT THE SYSTEM WAS UNABLE TO CHANGE THE MODE DUE TO USER INPUT. WHERE
APPLICABLE A MANUAL INPUT COMMAND WILL THEN BE REQUIRED FROM THE USER INSTRUCTING THE BAS TO START THE
NEXT SEQUENTIAL PIECE OF EQUIPMENT.
7. THE DESIGN INTENT IS FOR THE BAS TO MONITOR PRESSURES, TEMPERATURES AND FLOWS AND TO CONTROL VALVES,
VARIABLE SPEED DRIVES (VSDS), AHUS, PUMPS, ETC.... MONITORED DATA WILL BE USED TO ENERGIZE OR DE-ENERGIZE
EQUIPMENT IN ACCORDANCE WITH THE SEQUENCES OUTLINED. ALL COMMON INFORMATION (E.G. OUTSIDE AIR TEMPERATURE
AND HUMIDITY) SHALL BE MEASURED AND COMMUNICATED IN AT LEAST (3) LOCATIONS.
8. ALL EQUIPMENT CONTROLLED BY THE BAS SHALL BE CAPABLE OF MANUAL OPERATION THROUGH HAND-OFF-AUTOMATIC (HOA)
SWITCHES LOCATED IN THE MOTOR STARTERS OR VARIABLE SPEED DRIVES. THE POSITIONING OF ALL VALVES CONTROLLED
BY THE BAS SHALL BE CAPABLE OF MANUAL POSITIONING (OPEN, CLOSED, MODULATED, AUTO) VIA LABELED
POTENTIOMETERS AND SWITCHES. SAFETY DEVICES SHALL FUNCTION AND SHUT DOWN THE ASSOCIATED EQUIPMENT WHEN
THE MANUAL SWITCHES ARE IN BOTH THE HAND AND AUTO POSITIONS.
9. COORDINATE ALL SENSOR INSTALLATION LOCATIONS AND SUBMIT PROPOSED POSITIONS ON APPLICABLE PIPING AND
DUCTWORK COORDINATION SUBMITTALS. COORDINATE AND ENSURE MANUFACTURER'S RECOMMENDED UPSTREAM AND
DOWNSTREAM PIPE OR DUCT DIAMETERS ARE PROVIDED. SPECIAL ATTENTION IS REQUIRED FOR FLOW ELEMENTS AND
TRANSMITTERS. IN THE FOLLOWING SEQUENCES, THE SYMBOL FE REFERS TO FLOW ELEMENTS OF THE PITOT TUBE TYPE. THE
SYMBOL FT, WHEN ATTACHED TO AN FE, REFERS TO A FLOW TRANSMITTER. THE SYMBOL FT ALONE, REFERS TO A
COMBINATION FLOW ELEMENT AND TRANSMITTER.
10. UNLESS OTHERWISE NOTED, THE SYMBOL TT, WHEN ATTACHED TO AN TE, REFERS TO A TEMPERATURE SENSOR CONNECTED
TO A SEPARATE TEMPERATURE TRANSMITTER. THE SYMBOL TT ALONE, REFERS TO A COMBINATION TEMPERATURE SENSOR
AND TRANSMITTER.
11. PROVIDE COMMUNICATIONS INTERFACE INCLUDING SOFTWARE BETWEEN THE BAS AND EACH EQUIPMENT MANUFACTURER
SUPPLIED CONTROL PANEL. BAS SHALL BE CAPABLE OF READING AND DISPLAYING ALL DATA USED BY THE EQUIPMENT
MANUFACTURER CONTROL PANEL. SOFTWARE INTERFACE MAY BE THROUGH LONMARK OR BACNET COMPLIANT PROTOCOL
OR MAY BE VIA HARDWIRED INPUTS AND SENSORS. WHERE THE BAS IS REQUIRED TO CONTROL THE OPERATION OF THE
EQUIPMENT, PROVIDE COMPLETE INPUT AND OUTPUT INTERFACE.
12. FAIL SAFE POSITIONS INDICATED ARE POSITIONS THAT DEVICES WILL GO TO WHEN THE ASSOCIATED EQUIPMENT IS
DE-ENERGIZED.
13. PROVIDE ADEQUATE DAMPING OF ALL MODULATING CONTROL LOOPS TO PREVENT HUNTING. MAXIMUM RESPONSE TIME SHALL
BE 30 SECONDS. ALL CONTROL LOOPS SHALL BE TUNED TO PROVIDE FOR STABLE OPERATION OF THE CONTROL DEVICE. LOOP
TUNING MAY BE REQUIRED TO BE PERFORMED MULTIPLE TIMES DURING MULTIPLE CONTROL SCENARIOS.
14. WHENEVER A UNIT IS SHUT DOWN BECAUSE OF ONE OF IT'S SAFETIES, THE BAS SHALL RETAIN IN MEMORY THE READING AND
SETPOINT OF EACH ASSOCIATED DEVICE TO HELP THE OPERATOR IN ISOLATING THE CAUSE OF THE SHUT DOWN. BAS SHALL
INCLUDE AN ON SCREEN MANUAL RESTART BUTTON FOR EACH SYSTEM AND PIECE OF EQUIPMENT TO ALLOW REMOTE
RESTART AT THE BAS WORKSTATION.
15. WHENEVER AN ALARM IS INITIATED, THE BAS SHALL RETAIN IN MEMORY THE READING AND SETPOINT OF EACH ASSOCIATED
DEVICE TO HELP THE OPERATOR IN ISOLATING THE CAUSE OF THE ALARM. ALARMS, WHEN GENERATED, SHALL EMAIL THE
RESPONSIBLE PARTIES. COORDINATE WITH THE OWNER TO DEVELOP APPROPRIATE PROTOCOL FOR EMAIL NOTIFICATIONS.
16. IF ANY DDCFP OR EQUIPMENT MANUFACTURER CONTROL PANEL LOSES COMMUNICATION WITH THE BAS NETWORK, AN ALARM
SHALL BE INITIATED AT THE BAS INDICATING THE LOCATION OF THE FAULT.
17. THE FOLLOWING DEFINITIONS APPLY TO THE SEQUENCES OF OPERATION:
a. BAS: BUILDING AUTOMATION SYSTEM
b. DDCFP: DIRECT DIGITAL CONTROL FIELD PANEL. DDCFPS ARE APPLICATION BASED LOCAL SYSTEM CONTROLLERS WITH
INPUTS FROM MONITORED DEVICES, OUTPUTS TO CONTROLLED DEVICES, CONTROLLING LOGIC SOFTWARE, AND
NETWORKING CAPABILITY FOR COMMUNICATION WITH THE BAS.
c. THE TERMS BAS, BCS, AND DDC SYSTEM ARE USED INTERCHANGEABLY.
d. THE TERMS VARIABLE SPEED DRIVE (VSD) AND VARIABLE FREQUENCY DRIVE (VFD) ARE USED INTERCHANGEABLY.
16. WHENEVER A PIECE OF EQUIPMENT IS TAKEN OFFLINE FOR MAINTENANCE, ALARMS RELATED TO THIS PIECE OF EQUIPMENT
SHALL BE TEMPORARILY DISABLED.
17. WHERE CURRENT TRANSMITTERS ARE USED TO DETERMINE FAN OR EQUIPMENT STATUS, A BELT OFF TEST SHALL BE
PERFORMED TO DETERMINE CURRENT LOW POINT TO VERIFY STATUS.
18. ALL WALL MOUNTED TEMPERATURE OR HUMIDITY TRANSMITTERS SHALL HAVE ALL PENETRATIONS SEALED.
19. ALL INSTALLED CONTROL DEVICES SHALL BE INSTALLED IN SUCH A WAY TO BE ACCESSIBLE FOR MAINTENANCE AND REPAIR.
20. UNLESS NOTED OTHERWISE THE FOLLOWING SHALL BE INITIAL SPACE TEMPERATURE SETPOINTS (ADJUSTABLE):
a. OFFICES, CIRCULATION SPACES & TOILET ROOMS:
OCCUPIED COOLING 75 DEGREES F
OCCUPIED HEATING 72 DEGREES F
UNOCCUPIED COOLING 80 DEGREES F
UNOCCUPIED HEATING 65 DEGREES F
b. LABORATORY AND LAB EQUIPMENT SPACES:
OCCUPIED COOLING 73 DEGREES F (24 HOURS)
OCCUPIED HEATING 72 DEGREES F (24 HOURS)
c. UTILITY ROOMS (ELECTRICAL ROOMS, PLUMBING ROOMS & PENTHOUSES)
COOLING OR VENTILATION 85 DEGREES F (24 HOURS)
HEATING 60 DEGREES F MIN (24 HRS
21. OCCUPANCY SCHEDULES:
a. OCCUPANCY SCHEDULING SHALL BE CAPABLE OF SCHEDULING BY AREA, ZONE, GROUPS OF ZONES, INDIVIDUALLY
CONTROLLED EQUIPMENT AND GROUPS OF INDIVIDUALLY CONTROLLED EQUIPMENT.
b. EACH SCHEDULE SHALL PROVIDE BEGINNING AND ENDING DATES AND TIMES (HOURS:MINUTES).
c. A WEEKLY REPEATING SCHEDULE (E.G. BETWEEN 8:00 A.M. AND 6:00 P.M., MONDAY THROUGH FRIDAY) SHALL CONSTITUTE
ONE SCHEDULE, NOT FIVE.
d. DATED SCHEDULES MAY BE ENTERED IN ONE-YEAR ADVANCE.
e. DATED SCHEDULES SHALL BE SELF-DELETING WHEN EFFECTIVE DATES HAVE PASSED.
f. WHEN A TEMPERATURE OF A ROOM, AREA OR ZONE, SCHEDULED OFF OR UNOCCUPIED, FALLS BELOW 55 F (ADJ.), THE
SCHEDULE SHALL BE OVERRIDDEN AUTOMATICALLY AND THE ZONE SHALL BE OVERRIDDEN TO PROVIDE MINIMUM 55 F
SPACE TEMPERATURE AND AN ALARM SHALL BE INITIATED THROUGH THE BAS.
g. WHEN A TEMPERATURE OF A ROOM, AREA OR ZONE, AS DESCRIBED ABOVE REACHES 55 F (ADJ.) PLUS A DEADBAND (ADJ.),
THE SCHEDULE IS RESUMED.
h. LEAP YEARS SHALL BE ADJUSTED AUTOMATICALLY WITHOUT OPERATOR INTERVENTION.
SCHEDULES:
a. SEE INDIVIDUAL SEQUENCES FOR OCCUPIED PERIODS. IF IN SEQUENCES IS XXXXX, THE FOLLOWING SHALL BE
CONSIDERED OCCUPIED:
6:00 AM TO 7:00 PM MONDAY-FRIDAY
22. REFER TO INDIVIDUAL SEQUENCES FOR ADDITIONAL VARIABLE SETPOINTS.
23. AS A MINIMUM, ONE DDCFP SHALL BE PROVIDED FOR EACH AIR HANDLING UNIT AND ONE FOR EACH LAB EXHAUST FAN FOR
REDUNDANCY.
24. SAFETIES SHALL BE HARDWIRED UNLESS NOTED OTHERWISE.
25. ALL HVAC EQUIPMENT SHALL BE STARTED/ENABLED AND STOPPED/DISABLED THROUGH THE BAS. BAS SHALL HAVE
PROGRAMMING THAT ALLOWS USER TO OVERRIDE AUTOMATED START/STOP THROUGH MANUAL INPUT AT THE BAS OR
THROUGH LOCAL HOA SWITCHES.
26. ALL CONTROL SYSTEM SENSORS SHALL HAVE HIGH AND LOW LIMIT SOFTWARE ALARMS TO INDICATE FAULTS. ALL ALARMS
SHALL INITIATE AUDIBLE AND VISUAL ALARM AT THE BAS WORKSTATION AND AT THE WORKSTATION ALARM PRINTER. ALARM
SHALL INDICATE TIME, DATE, SPECIFIC CONTROL POINT AND NATURE OF THE ALARM.
27. AFTER INITIAL STARTUP BAS SHALL AUTOMATICALLY CONTROL OPERATING MODE FOR ALL EQUPMENT VIA PROGRAMMABLE
SCHEDULES INDICATED IN INDIVIDUAL ZONE OR EQUIPMENT SEQUENCES. BAS SHALL INCLUDE OPTION TO MANUALLY
OVERRIDE EACH AUTOMATED SEQUENCE VIA INPUT TO THE BAS. ALL SAFETIES AND ALARMS SHALL REMAIN ACTIVE WHEN
OPERATING IN MANUAL OVERRIDE MODES.
28. HISTORIES, TRENDS AND REPORTS
a. THE BAS SHALL RETAIN IN MEMORY AT ALL TIMES 5 MINUTES OF TREND DATA (OR LAST 5 READINGS WHICHEVER IS
LONGER) FOR EACH CONTROL POINT OR VARIABLE. RESOLUTION OF THIS SHALL NOT EXCEED ONE READING PER 15
SECOND INTERVAL.
b. BAS SHALL RETAIN TWO YEARS (ROLLLING) OF DATA FOR ALL CONTROL POINTS IN TEN MINUTE INTERVALS.
c. USER SHALL BE ABLE TO SELECT TABULAR OR GRAPHICAL OUTPUT OF DATA. GRAPHIC DATA SHALL BE AVAILABLE IN USER
SELECTABLE COLOR OR BACK AND WHITE VERSIONS.
d. TABULAR DATA SHALL BE MADE AVAILABLE IN COMMA SEPARATED VALUES OR IN FORMAT COMPATABLE WITH MICROSOFT
EXCEL SOFTWARE.
e. PRIOR TO OVERWRITING ANY STORED DATA, THE OPERATOR SHALL BE WARNED. THE WARNING INTERVAL SHALL START 2
MONTHS BEFORE THE SCHEDULED OVERWRITE AND BE REPEATED AT 1 MONTH BEFORE THE OVERWRITE, 2 WEEKS BEFORE
THE OVERWRITE, 1 WEEK BEFORE THE OVERWRITE, AND EACH SUBSEQUENT DAY PRIOR TO THE OVERWRITE. THE
OPERATOR MAY STOP THE WARNINGS BY MANUALLY ARCHIVING DATA.
1. THE FOLLOWING OUTLINE DEFINES THE SEQUENCE OF OPERATION FOR THE BUILDING HVAC SYSTEMS
CONNECTED TO THE STANDBYOR EMERGENCY POWER SYSTEMS.
3. THE BAS SHALL PICK UP A CONTACT CLOSURE AT THE EMERGENCY POWER AUTOMATIC TRANSFER
SWITCH OR GENERATOR SWITCHGEAR FOR LOSS OF MAIN UTILITY POWER AND SHALL PERFORM
SEQUENCES OUTLINED ON THE CONTRACT DOCUMENTS TO INSURE LIFE SAFETY SYSTEMS OPERATE AS
SPECIFIED. THIS INPUT SHALL BE PROVIDED INDEPENDENTLY TO AT LEAST TWO DDCFP. STANDBY POWER
SEQUENCES SHALL BE ENABLED ONLY AFTER LIFE SAFETY SYSTEMS ARE OPERATIONAL.
5. UPON INITIAL LOSS OF NORMAL POWER AS DETERMINED BY THE BAS, ALL HVAC EQUIPMENT IN THE
BUILDING SHALL SHUT DOWN AND ALL ASSOCIATED DEVICES SHALL GO TO THEIR FAIL SAFE POSITIONS.
7. UPON INDICATION THAT GENERATOR IS ON LINE FOR LIFE SAFETY LOADS, THE BAS SHALL DISABLE THE
SHUTDOWN COMMAND FOR LIFE SAFETY EQUIPMENT ENABLING THE EQUIPMENT TO START IF REQUIRED.
HVAC LIFE SAFETY EQUIPMENT SHALL NOT START UNLESS SIGNALED TO START BY THE BAS AS
DESCRIBED IN THE INDIVIDUAL SEQUENCES. LIFE SAFETY EQUIPMENT SHALL INCLUDE STAIR
PRESSURIZATION & ATRIUM SMOKE EXHAUST FANS. IF THE LIFE SAFETY EQUIPMENT IS ON LINE BEFORE A
POWER FAILURE IT SHALL AUTOMATICALLY RESTART UPON GENERATOR STARTUP.
9. UPON A SIGNAL FROM THE GENERATOR CONTROL PANEL THAT EMERGENCY POWER IS AVAILABLE, THE
BAS SHALL SEQUENCE THE STARTUP OF EQUIPMENT THROUGHOUT THE FACILITY AS DESCRIBED IN THE
INDIVIDUAL SEQUENCES. THE FOLLOWING IDENTIFIES THE PRIORITY SEQUENCE OF HVAC EQUIPMENT
STARTUP. AFTER THE SPECIFIC ITEM IS STARTED THE START SEQUENCE FOR THE NEXT PIECE OF
EQUIPMENT SHALL BE INITIATED. THE BAS SHALL PROVIDE A 1 MINUTE DELAY (ADJUSTABLE) BETWEEN
THE START OF EACH PIECE OF EQUIPMENT LISTED BELOW:
a. BAS POWER CIRCUITS & NON-BAS CONTROLLED SYSTEMS WILL START
b. GENERATOR FUEL OIL AND HVAC SYSTEMS
c. BUILDING HEATING SYSTEMS
d. OTHER SYSTEM CONNECTED TO STANDBY OR EMERGENCY POWER.
USERS CHOICE(*)
DRIVER, ACTUATOR OR
UNCLASSIFIED FINAL
CONTROL ELEMENT
PROCESS OR
INITIATING VARIABLE
READOUT OR
PASSIVE FUNCTION
(VARIABLE FREQUENCY DRIVE)
VSD (VFD)
MS
VSD
NOTES ON VARIABLE SPEED DRIVES
VSDHOA OUTPUT
TO MOTOR
ENABLE
SPEED
INDICATOR
INTERNAL
DIAGNOSTIC
VARIABLE SPEED DRIVE
MOTOR STARTER
OUTPUT
TO MOTOR
ENABLE
MOTOR
STARTER
VIRTUAL POINTS:
VARIABLE SPEED DRIVE MANUFACTURER COMMUNICATION CHIP/CARD MAY BE USED IN
LIEU OF ANY HARD WIRED POINTS INDICATED
VSD SYMBOL USED TO REPRESENT VARIABLE SPEED DRIVE
MS SYMBOL USED TO REPRESENT
MOTOR STARTER
YIA
DI
FC
DO
REFER TO PLANS FOR SPACE TEMPERATURE, HUMIDITY, PRESSURE AND CARBON
DIOXIDE SENSORS/TRANSMITTERS INDICATED BY THE FOLLOWING SYMBOLS:
TEMPERATURE SENSOR/TRANSMITTER =
HUMIDITY SENSOR/TRANSMITTER =
PRESSURE SENSOR/TRANSMITTER =
EQUIPMENT ALARM CABLE LOCATION =
(1 CABLE WITH 8 CONDUCTORS)
CARBON DIOXIDE SENSOR =
AIRFLOW DIRECTION INDICATOR =
ALARM STROBE/HORN =
P
H
T
A
C
THE HAND-OFF-AUTOMATIC SWITCH ON THE VSD SHALL PROVIDE FOR THE FOLLOWING
BASIS OF CONTROL:
a. HAND POSITION: THE BAS SHALL HAVE NO CONTROL OVER THE MOTOR SPEED NOR
SHALL IT BE ABLE TO START OR STOP THE MOTOR (EXCEPT FOR SAFETY PURPOSES
WHERE THE MOTOR SHALL SHUT DOWN). THE MOTOR SHALL RUN UNDER SPEED
CONTROL FROM THE HAND POTENTIOMETER ON THE VSD. ALL SAFETIES CONTROLLING
THE SHUTDOWN SHALL BE OPERATIONAL (i.e. SMOKE DETECTORS, PRESSURE
SWITCHES, ETC). TEMPERATURE AND HUMIDITY CONTROL SHALL BE AVAILABLE
THROUGH THE BAS.
b. OFF POSITION: THE MOTOR SHALL BE OFF. THE BAS SHALL NOT CONTROL THE MOTOR.
ALL OTHER CONTROL POINTS SHALL BE IN THEIR FAIL-SAFE POSITION.
c. AUTOMATIC POSITION : THE MOTOR SHALL BE CONTROLLED BY THE BAS.
d. ALL ELECTRICAL DISCONNECTS ON EQUIPMENT SERVED BY VARIABLE SPEED DRIVES
SHALL HAVE A SWITCH IN THE ELECTRICAL DISCONNECT WHICH REPORTS
DISCONNECT POSITION. THIS SWITCH SHALL BE IN THE PERMISSIVE CIRCUIT OF THE
VARIABLE SPEED DRIVE
SPEED
CONTROL
HOA
ADI
HOA
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:30:01 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M700
HVAC CONTROLS LEGEND
AND ABBREVIATIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
CHILLED WATER CONTROL DIAGRAM
TV
01
FT
02
PDT
02
PDV
02
PDT
01
PDV
01TT
01
TT
07
FT
04
FT
03
MS
01
MS
02
MS
03
FT
01
TT
02
RTSL
01
MS
07
MS
04
MS
05
MS
06
TT
06
TT
05
TT
04
JIT
01
TT
03
P
2
P
1
P
4
P
3 HX
1
CHWS
1
CHWR
1
CHWR
2
CHWS
2
CAMPUS CHILLEDWATER MAINCAMPUS CHILLEDWATER MAINP
3
P
5
AO
AI
AI
AO
AI
AO
AI
AI
AI
AI
VFD VFD VFD
VFD VFD VFD
DI DI DI
AI
AI
DI
FOR LOCATION OF PDT-02
SEE SHEET M403
FOR LOCATION OF PDV-02
SEE SHEET M405
DI
DI DI DI
AI
AI
AI
FOR LOCATION OF PDT-01
SEE SHEET M403
FOR LOCATION OF PDV-01
SEE SHEET M405
CAMPUS CHILLEDWATER MAINCAMPUS CHILLEDWATER MAINAI
AI
1. GENERAL
a. SEQUENCE APPLIED TO THE CHILLED WATER PUMPS AND THE PLATE AND FRAME HEAT EXCHANGER SERVING THE “CHILLED BEAM LOOP”.
b. BAS SHALL ENSURE EQUAL RUN TIME OF ALL PUMPS.
c. SYSTEM SHALL BE AVIALABLE FOR OPERATION 24 HOURS PER DAY, 7 DAYS PER WEEK.
d. SEE VFD DIAGRAMS AND NOTES ON OTHER SHEETS FOR INSTRUMENTATION AND OTHER REQUIREMENTS ASSOCIATED WITH VFD.
e. ALL SET POINTS SHALL BE ADJUSTABLE BY OPERATOR KEY STROKES AT THE WORK STATION.
2. PUMP CONTROL (P-1, P-2, P-3)
a. WHENEVER CHILLED WATER IS REQUIRED BY AN AIR HANDLING UNIT OR THE HEAT EXCHANGER (HX-1), THE LEAD CHILLED WATER PUMP SHALL BE ENABLED AND THE ASSOCIATED VFD SHALL ACCELLERATE TO MINIMUM SPEED (25% OF NAME PLATE
ROTATIONAL SPEED) OR AS NECESSARY TO MAINTAIN DIFFERENTIAL PRESSURE AT PDT-01.
i. INITAIL SET POINT OF PDT-01 SHALL BE 15 PSI, FINAL SET POINT SHALL BE ESTABLISHED DURING BALANCING.
b. IF LEAD PUMP IS OPERATING AT 90% SPEED, A SECOND PUMP SHALL BE ENABLED. WITH TWO PUMPS OPERATIONAL, THE RESPECTIVE VFD SHALL BE ADJUSTED SO BOTH ARE OPERATING AT THE SAME PERCENTAGE OF NAME PLATE SPEED.
c. WITH TWO PUMPS OPERATING AT 90% SPEED, THE THIRD PUMP SHALL BE ENABLED AND THEIR RESPECTIVE VFD SHALL BE ADJUSTED SO ALL PUMPS ARE OPERATING AT THE PERCENTAGE OF NAME PLATE SPEED.
d. WITH THREE PUMPS DECELERATING TO 60% SPEED, ONE PUMP SHALL BE DISABLED. THE TWO REMAINING PUMPS SHALL BE ADJUSTED SO ALL ARE OPERATING AT THE SAME PERCENTAGE OF NAME PLATE SPEED TO MAINTAIN DIFFERENTIAL
PRESSURE.
e. WITH TWO PUMPS DECELERATING TO 40% SPEED, ONE PUMP SHALL BE DISABLED. THE REMAINING PUMP SHALL BE ADJUSTED TO MAINTAIN DIFFERENTIAL PRESSURE.
f. WITH ONE PUMP RUNNING AND THE SPEED IS 25% OF NAME PLATE, FURTHER REDUCTIONS IN DIFFERENTAIL PRESSURE SHALL CAUSE THE PRESSURE DIFFERENTIAL CONTROL VALAVE (PDV-01) TO MODULATE OPEN TO MAINTAIN PRESSURE CONTROL
AND MAINTAIN MINIMUM OPERATIONAL SPEED OF THE PUMP.
3. PUMP CONTROL (P-4, P-5, P-6)
a. WHENEVER CHILLED WATER IS REQUIRED BY A CHILLED BEAM ZONE, THE LEAD CHILLED WATER PUMP SHALL BE ENABLED AND THE ASSOCIATED VFD SHALL ACCELLERATE TO MINIMUM SPEED (25% OF NAME PLATE ROTATIONAL SPEED) OR AS
NECESSARY TO MAINTAIN DIFFERENTIAL PRESSURE AT PDT-02.
i. INITAIL SET POINT OF PDT-02 SHALL BE 10 PSI, FINAL SET POINT SHALL BE ESTABLISHED DURING BALANCING.
b. IF LEAD PUMP IS OPERATING AT 90% SPEED, A SECOND PUMP SHALL BE ENABLED. WITH TWO PUMPS OPERATIONAL, THE RESPECTIVE VFD SHALL BE ADJUSTED SO BOTH ARE OPERATING AT THE SAME PERCENTAGE OF NAME PLATE SPEED.
c. WITH TWO PUMPS OPERATING AT 90% SPEED, THE THIRD PUMP SHALL BE ENABLED AND THEIR RESPECTIVE VFD SHALL BE ADJUSTED SO ALL PUMPS ARE OPERATING AT THE PERCENTAGE OF NAME PLATE SPEED.
d. WITH THREE PUMPS DECELERATING TO 60% SPEED, ONE PUMP SHALL BE DISABLED. THE TWO REMAINING PUMPS SHALL BE ADJUSTED SO ALL ARE OPERATING AT THE SAME PERCENTAGE OF NAME PLATE SPEED TO MAINTAIN DIFFERENTIAL
PRESSURE.
e. WITH TWO PUMPS DECELERATING TO 40% SPEED, ONE PUMP SHALL BE DISABLED. THE REMAINING PUMP SHALL BE ADJUSTED TO MAINTAIN DIFFERENTIAL PRESSURE.
f. WITH ONE PUMP RUNNING AND THE SPEED IS 25% OF NAME PLATE, FURTHER REDUCTIONS IN DIFFERENTAIL PRESSURE SHALL CAUSE THE PRESSURE DIFFERENTIAL CONTROL VALAVE (PDV-02) TO MODULATE OPEN TO MAINTAIN PRESSURE CONTROL
AND MAINTAIN MINIMUM OPERATIONAL SPEED OF THE PUMP.
4. HEAT EXCHANGER CONTROL (HX-1)
a. WHEN ANY OF THE CHILLED WATER PUMPS (P-5, P-6, P-7) ARE OPERATIONAL, THE HEAT EXCHANGER TEMPERATURE CONTROL VALVE (TV-01) SHALL BE MODULATED TO MAINTAIN A DISCHARGE TEMPERATURE OF 58 DEGREES F AT TT-01.
b. LOW TEMPERATURE SWITCH (TSL-01) SHALL OVERRIDE THE CONTROL OF DISCHARGE TEMPERATURE AND CLOSE TV-01 IF IT SENSES A TEMPERATURE OF 56 DEGREES F.
5. ALARMS
a. GENERATE AN ALARM, REQUIRING MANUAL RESET, IF THE CHILLED BEAM LOOP SUPPLY TEMPERATURE IS 56 DEGREES F OR LESS, SENSED BY TSL-01.
b. GENERATE AN ALARM IF MOISTURE SENSORS (WATER BUGSLOCATED ADJACENT TO EACH PUMP (MS-01 THROUGH MS-06) AND THE HEAT EXCAHANGER (MS-07) INDICATES THE PRESENCE OF WATER.
c. ALARMS AS INDICATED FOR VFD ON SHEETS M704 AND M700.
6. MONITORING
a. IN ADDITION TO THE CONTROLLING SENSORS, BAS SHALL MONITOR AND DISPLAY THE ASSOCIATED PROCESS PARAMETER ON THE WORKSTATION GRAPHIC.
i. SUPPLY WATER TEMPERATRURE FROM THE PLANT (TT-05)
ii. RETURN WATER TEMPERATURE TO THE PLANT (TT-03)
iii. SUPPLY WATER TEMPERATURE TO THE BUILDING (TT-04)
iv. RETURN WATER TEMPERATURE FROM THE HEAT EXCHANGER (TT-06)
v. RETURN WATER TEMPERATURE FROM THE BUILDING (TT-07)
vi. RETURN WATER TEMPERATURE FROM THE CHILLED BEAM LOOP (TT-02)
vii. CHILLED BEAM LOOP FLOW RATE (FT-01)
viii. HEAT EXCHANGER PLANT SIDE FLOW RATE (FT-04)
ix. HEAT EXCHANGER LAOD SIDE FLOW RATE (FT-02)
x. PLANT SUPPLY FLOW RATE (FT-03)
xi. RATE OF ENERGY CONSUMPTION (POWER) PROVIDED BY THE PLANT MEASURED AT BTU METER JIT-01.
1. BAS SHALL INTEGRATE POWER UTILIZATION WITH RESPECT TO TIME TO CREATE A RUNNING TOTAL OF ENERGY CONSUMPTION ON A DAILY, WEEKLY, MONTHLY AND ANNUAL BASIS. OPERATORS SHALL BE ABLE TO POLL THE CHILLED WATER ENERGY USED
BY THE BUILDING (PROVIDED BY THE PLANT) FOR ANY DAY, ANY WEEK, ANY MONTH AND ANY YEAR SUBSEQUENT TO BENEFICIAL OCCUPANCY.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:30:08 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M701
HVAC CHILLED WATER
CONTROLS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
FROM BLDG
TO BLDG
TT
01
PDT
01
PDV
01
TT
02
FV
XX
TT
XX
PDT
XX
TT
XX
TT
03
MS
04
MS
03
MS
02
MS
01
MS
06
MS
05
AI
AI
AO
AI
P
10
P
9
P
8
P
7
B
XX
B
2
B
3
B
4
AO DIDO
AI
DI DI DI DI
B
1
DI DI
HOT WATER CONTROL DIAGRAM
SEE SHEET M405 FOR
LOCATION.
GAS TRAIN
NOTES:
1. BCS CONTRACTOR SHALL COORDINATE WITH
BOILER MANUFACTURE. BCS CONTRACTOR SHALL
PROVIDE ISOLATION VALVE (FV-A), OEM
CONTROLLER SHALL CONTROL VALVE
MODULATION.
2. TEMPERATURE TRANSMITTERS (TT-A, TT-B) AND
PRESSURE DIFFERENTIAL TRANSMITTERS (PDT-A)
SHALL BE PROVIDED AND MONITORED BY OEM.
3. GAS MAIN SHALL BE PROVIDED AND CONTROLLED
BY OEM.
COMMUNICATION
BCS
COMMUNICATION
TO BOILERS
ENABLE SET POINT
ADJUST ALARM
BCS CABLING FOR
COMMUNICATION TO
OEM EQUIPMENT.
TYPICAL BOILER INSTRUMENTATION
OEM BOILER MANAGEMENT
CONTROLLER
VFD VFD
OEM CONTROL
CABLING
VFD VFD
LOCATE AS SHOWN ON HOT
WATER RISER DIAGRAM M404.
A. GENERAL
1. BOILER FIRING CONTROL SHALL BE BY THE MANUFACTURER'S CONTROL SYSTEM. BCS SHALL
ENABLE THE MANUFACTURER'S SYSTEM PROVIDE SETPOINT ADJUSTMENT AND PROVIDE FOR
REMOTE ALARMING ONLY. FIRING CONTROL, BOILER SAFETIES, ETC. SHALL BE BY THE
MANUFACTURERS CONTROL SYSTEM. ALL SETPOINTS SHALL BE ADJUSTABLE
2. BCS CONTRACTOR SHALL PROVIDE ALL NECESSARY COMMUNICATION/WIRING TO INTERFACE TO THE
MANUFACTURERS CONTROL SYSTEM.
3. COORDINATION WITH THE BOILER MANUFACTURER SHALL BE THE RESPONSIBILITY OF THE BCS
CONTRACTOR.
4. BCS SHALL MONITOR THE AVAILBILITY OF NORMAL (UTILITY) POWER.
5. ALL SETPOINTS ARE ADJUSTABLE.
B. PUMP CONTROL
1. HOT WATER PUMPS (P-7, P-8, P-9, P-10)
a. WHENEVER HEATING HOT WATER IS REQUIRED BY THE AHU OR THE BUILDING HEATING
DEVICES (UNIT HEATERS, VAV BOX REHEAT COILS, ETC.), THE PUMPS SHALL BE
b. UPON THE CALL FOR HEATING, THE LEAD PUMP SHALL BE ENABLED AND THE ASSOCIATED
VFD SHALL ACCELERATE TO MINIMUM SPEED OR AS NECESSARY TO MAINTAIN
SETPOINT AT PDT-01. AS FLOW REQUIREMENTS INCREASE AND THE LEAD PUMP IS AT
90% OR GREATER SPEED, THE LAG PUMP SHALL BE ENABLED.
c. WITH TWO PUMPS RUNNING, BCS SHALL ADJUST SPEED SO BOTH ARE OPERATING AT THE
SAME NOMINAL FLOW PERCENTAGE.
WITH TWO PUMPS OPERATIONAL AT 90% SPEED, ANOTHER PUMP SHALL BE ENABLED.
WITH THREE PUMPS OPERATIONAL, BCS SHALL ADJUST VFD OUTPUT SO ALL ARE
OPERATIONAL AT THE SAME NOMINAL FLOW PERCENTAGE.
WITH THREE PUMPS OPERATIONAL AT 90% SPEED, ANOTHER PUMP SHALL BE ENABLED.
C. BOILER CONTROL (BY BOILER MANUFACTURER)
1. BOILER MANUFACTURER SHALL PROVIDE FOR BOILER STAGING AND MODULATION CONTROL.
2. THE BOILER SHALL FIRE TO MAINTAIN SETPOINT AT TT-01.
3. WHEN LEAD BOILER IS AT FULL CAPACITY & IS UNABLE TO MAINTAIN SETPOINT, NEXT BOILER SHALL BE
FIRED TO MAINTAIN SETPOINT. ADDITIONAL BOILER WILL BE FIRED AS NEEDED.
4. WHEN MULTIPLE BOILERS ARE FIRING, THE MANUFACTURER'S CONTROLLER SHALL MODULATE THE FIRING
RATE OF ALL BOILERS SO THAT THEY ARE FIRING AT THE SAME RATE (UNISON MODULATION).
5. EQUALIZE RUN TIME OF ALL BOILERS OEM CONTROLLER.
D. ALARMS
1. THE BAS SHALL GENERATE AN ALARM FOR THE FOLLOWING CONDITIONS:
a. THE BOILER CONTROLLER INDICATES TROUBLE.
b.RETURN WATER TEMPERATURE IS MORE THAN 35°F LESS THAN SUPPLY WATER TEMPERATURE FOR
10 CONSECUTIVE MINUTES.
c.THE HOT WATER SUPPLY TEMPERATURE RISES 10°F ABOVE SETPOINT FOR 5 MINUTES.
E. BOILER ISOLATION VALVE CONTROL (VALVE BY BCS, CONTROLLED BY OEM)
1. BCS SHALL COORDINATE WITH BOILER MANUFACTURER TO ENSURE PROPER OPERATION.
2. UPON A CALL FOR A BOILER TO START, THE BOILER VALVE SHALL OPEN. UPON CONFIRMATION OF MINIMUM
FLOW THROUGH BOILER, AS SENSED BY THE BOILER PRESSURE DIFFERENTIAL TRANSMITTER (PDT-A),
BOILER SHALL BE ENABLED. VALVE SHALL BE OPEN WHEN ASSOCIATED BOILER IS FIRING.
3. WHEN A BOILER SHUTS DOWN, THE BOILER ISOLATION VALVE SHALL CLOSE AFTER AN APPROPROATE TIME
DELAY.
F. MONITORING - THE BCS SHALL MONITOR ALL AVAILABLE CONTROL POINTS COMMUNICATED BY THE
OEM.
OPERATIONAL.
d.
e.
f.
4. WHEN ALL BOILERS IN THE SYSTEM ARE SHUT DOWN , ALL BOILER ISOLATION VALVES SHALL OPEN AND
ALLOW FREE FLOW THROUGH THE BOILER.
5. SUBSEQUENT TO #4, WHEN THERE IS A CALL FOR A BOILER TO START, ALL BOILER ISOLATION VALVES,
EXCEPT FOR THE PRIMARY BOILER SHALL CLOSE.
3. IF A PUMP, WHEN COMMANDED TO RUN, FAILS NEXT PUMP IN LINE SHALL BE ENABLED.
THE HOT WATER SUPPLY TEMPERATURE RISES 10°F ABOVE SETPOINT FOR 5 MINUTES.
WITH ALL FOUR PUMPS DECELERATING TO 70% SPEED, ONE PUMP SHALL BE DISABLED.
THE THREE REMAINING PUMPS SHALL BE ADJUSTED SO ALL ARE OPERATING AT THE
SAME PERCENTAGE OF NAME PLATE SPEED TO MAINTAIN DIFFERENTIAL PRESSURE.
g.
WITH THREE PUMPS DECELERATING TO 60% SPEED, ONE PUMP SHALL BE DISABLED.
THE TWO REMAINING PUMPS SHALL BE ADJUSTED SO ALL ARE OPERATING AT THE
SAME PERCENTAGE OF NAME PLATE SPEED TO MAINTAIN DIFFERENTIAL PRESSURE.
h.
WITH TWO PUMPS DECELERATING TO 40% SPEED, ONE PUMP SHALL BE DISABLED. THE
REMAINING PUMP SHALL BE ADJUSTED TO MAINTAIN DIFFERENTIAL PRESSURE
i.
WITH ONE PUMP RUNNING AND THE SPEED IS 25% OF NAME PLATE, FURTHER
REDUCTIONS IN DIFFERENTIAL PRESSURE SHALL CAUSE THE PRESSURE DIFFERENTIAL
CONTROL VALVE (PDV-01) TO MODULATE OPEN TO MAINTAIN PRESSURE CONTROL AND
MAINTAIN MINIMUM OPERATIONAL SPEED OF THE PUMP.
j.
2. BAS SHALL ROTATE PUMPS TO EQUALIZE RUN TIME.
d.
e.GENERATE AN ALARM IF MOISTURE SENSORS (WATER BUGS) LOCATED ADJACENT TO EACH PUMP
(MS-01 THROUGH MS-04) AND EACH PAIR OF BOILERS (MS-05, MS-06) INDICATES THE PRESENCE OF
WATER.
ALARMS AS INDICATED FOR VFD ON SHEETS M700 AND M704.f.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:30:14 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M702
HVAC HOT WATER PLANT
CONTROLS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
AI
FT
01
PRIMARY AIR
AO
FV
01
AI
TT
02
AO
TV
02
AO
TV
01
AI
TT
03
AO
TIT
01
AO
MIT
01
MS
01
DI
AI
FT
01
PRIMARY AIR
AO
FV
01
AI
TT
02
AO
TV
02
AO
TV
01
AI
TT
03
AO
TIT
01
AO
MIT
01
MS
01
DI
DI
MS
02
DI
MS
02
FOR OTHERS
(SEE FLOOR PLAN)
PRIMARY AIR
CHILLED BEAM
PRIMARY AIR
CHILLED BEAM
PRIMARY AIR
CHILLED BEAM
MULTIPLE CHILLED BEAMS CONTROLLED BY A COMMON ZONE SENSOR CONNECTED TO A SINGLE AIR TERMINAL UNIT.
3. UNOCCUPIED/NIGHT SETBACK MODE
a. TERMINAL BOX OPERATION
1. THE BAS SHALL COMMAND ALL THE TERMINAL BOXES TO THEIR MINIMUM POSITION. SHOWN ON
THE DRAWING.
2. THE TERMINAL BOXES SHALL MODULATE TO MAINTAIN CONSTANT MINIMUM AIRFLOW.
b. CHILLED BEAM OPERATION
1. EACH ZONE'S HEATING AND COOLING SETPOINTS WILL BE RESET TO 85°F MAXIMUIM TEMP AD 60°F
MINIMUM TEMP.
2. IF THE MINIMUM AIRFLOW FROM THE TERMINAL BOXES CANNOT MAINTAIN SPACE SETPOINT
TEMPERATURES THE CHILLED BEAMS WILL BE THE SECONDARY STAGE OF HEATING OR COOLING.
4. MORNING WARM-UP/COOL DOWN
a. SYSTEM SHALL OPERATE UNDER "OCCUPIED MODE".
5. SAFETIES AND ALARMS
a. CHILLED WATER SUPPLY TEMPERATURE (TT-03) SHALL BE COMPARED TO THE CALCULATED SPACE DEW
POINT TEMPERATURE. IF SPACE DEW POINT IS LESS THAN 2 DEGREES F HIGHER THAN THE CHILLED
WATER TEMPERATURE, THE CHILLED WATER VALVE SHALL BE CLOSED AND AN ALARM GENERATED
INDICATING WHICH CHILLED BEAM IS AFFECTED.
b. MOISTURE SENSORS (MS-01, I.E. WATER BUGS) SHALL BE LOCATED IN THE CONDENSATE DRAIN PANS OF
EACH CHILLED BEAM. IF MS-01 INDISCTAES THE PRESENCE OF WATER IN A DRAIN PAN, THE CHILLED
WATER VALVE OF THE ASSOCIATED CHILLED BEAM SHALL CLOSE AND AN ALARM SHALL BE GENERATED
INDICATING WHICH CHILLED BEAM IS AFFECTED.
6. MONITORING
a. MONITOR AND DISPLAY ON THE WORKSTATION GRAPHIC THE PRIMARY AIR SUPPLY TEMPERATURE AT TT-02.
SPACE CHILLED
BEAM-SEE SEQUENCE
SPACE MOUNTED
SEE FLOOR PLANS
1. GENERAL
a. ALL SET POINTS SHALL BE ADJUSTABLE BY OPERATOR KEY STROKES AT THE WORK
STATION.
b. SEQUENCE APPLIES TO MULTIPLE, INDIVIDUALLY CONTROLLED CHILLED BEAMS
CONNECTED TO A COMMON VAV TERMINAL UNIT.
c. OCCUPIED PERIOD SHALL BE MONDAY THROUGH FRIDAY STARTING AT 6:00 AM AND
ENDING AT 9:00 PM.
d. SPACE MOUNTED TEMPERATURE AND HUMIDITY INDICATING
SENSORS/TRANSMITTERS (TIT-01 AND MIT-01 RESPECTIVELY) SHALL BE UTILIZED TO
CONTINUOUSLY CALCULATE THE SPACE DEW POINT TEMPERATURE.
2. OCCUPIED MODE
a. TERMINAL BOX OPERATION
1. THE BAS SHALL COMMAND ALL THE TERMINAL BOXES TO MAINTAIN MAXIMUM
FLOW RATE INDICATED ON THE FLOOR PLANS.
2. PRIMARY AIR SUPPLIED SHALL BE CONSTANT AND THE BOX SHALL MODULATE.
3. IN RESPONSE TO DEMOTIONS IN DUCT PRESSURE (PRESSURE INDEPENDENT).
b. CHILLED BEAM OPERATION
1. HOT WATER VALVE (TV-02) SHALL MODULATE OPEN IN RESPONSES TO
TEMPERATURE DECREASES BELOW 70 DEGREES F.
2. CHILLED WATER VALVE (TV-01) SHALL MODULATE IN RESPONSE TO TEMPERATURE
INCREASES ABOVE 75 DEGREES F.
3. HOT WATER AND CHILLED WATER VALVES SHALL NOT BE ALLOWED TO OPEN
SIMULTANEOUSLY.
PROVIDE (1) COMBINATION
TEMPERATURE AND HUMIDITY
SENSOR FOR EACH OFFICE/
ROOM WITH A CHILLED BEAM
MULTIPLE INDIVIDUALLY-CONTROLLED CHILLED BEAMS COMMON TO A SINGLE AIR TERMINAL UNIT
SPACE CHILLED
BEAM-SEE SEQUENCE
SPACE MOUNTED
SEE FLOOR PLANS
1. GENERAL
a. ALL SET POINTS SHALL BE ADJUSTABLE BY OPERATOR KEY STROKES AT THE WORK
STATION.
b. SEQUENCE APPLIES TO MULTIPLE, INDIVIDUALLY CONTROLLED CHILLED BEAMS
CONNECTED TO A COMMON VAV TERMINAL UNIT.
c. OCCUPIED PERIOD SHALL BE MONDAY THROUGH FRIDAY STARTING AT 6:00 AM AND
ENDING AT 9:00 PM.
d. SPACE MOUNTED TEMPERATURE AND HUMIDITY INDICATING
SENSORS/TRANSMITTERS (TIT-01 AND MIT-01 RESPECTIVELY) SHALL BE UTILIZED TO
CONTINUOUSLY CALCULATE THE SPACE DEW POINT TEMPERATURE.
2. OCCUPIED MODE
a. TERMINAL BOX OPERATION
1. THE BAS SHALL COMMAND ALL THE TERMINAL BOXES TO MAINTAIN MAXIMUM
FLOW RATE INDICATED ON THE FLOOR PLANS.
2. PRIMARY AIR SUPPLIED SHALL BE CONSTANT AND THE BOX SHALL MODULATE.
3. IN RESPONSE TO DEMOTIONS IN DUCT PRESSURE (PRESSURE INDEPENDENT).
b. CHILLED BEAM OPERATION
1. HOT WATER VALVE (TV-02) SHALL MODULATE OPEN IN RESPONSES TO
TEMPERATURE DECREASES BELOW 70 DEGREES F.
2. CHILLED WATER VALVE (TV-01) SHALL MODULATE IN RESPONSE TO TEMPERATURE
INCREASES ABOVE 75 DEGREES F.
3. HOT WATER AND CHILLED WATER VALVES SHALL NOT BE ALLOWED TO OPEN
SIMULTANEOUSLY.
PROVIDE (1) COMBINATION
TEMPERATURE AND HUMIDITY
SENSOR FOR EACH OFFICE/
ROOM WITH A CHILLED BEAM
SPACE CHILLED
BEAM-SEE SEQUENCE
3. UNOCCUPIED/NIGHT SETBACK MODE
a. TERMINAL BOX OPERATION
1. THE BAS SHALL COMMAND ALL THE TERMINAL BOXES TO THEIR MINIMUM POSITION. SHOWN ON
THE DRAWING.
2. THE TERMINAL BOXES SHALL MODULATE TO MAINTAIN CONSTANT MINIMUM AIRFLOW.
b. CHILLED BEAM OPERATION
1. EACH ZONE'S HEATING AND COOLING SETPOINTS WILL BE RESET TO 85°F MAXIMUIM TEMP AD 60°F
MINIMUM TEMP.
2. IF THE MINIMUM AIRFLOW FROM THE TERMINAL BOXES CANNOT MAINTAIN SPACE SETPOINT
TEMPERATURES THE CHILLED BEAMS WILL BE THE SECONDARY STAGE OF HEATING OR COOLING.
4. MORNING WARM-UP/COOL DOWN
a. SYSTEM SHALL OPERATE UNDER "OCCUPIED MODE".
5. SAFETIES AND ALARMS
a. CHILLED WATER SUPPLY TEMPERATURE (TT-03) SHALL BE COMPARED TO THE CALCULATED SPACE DEW
POINT TEMPERATURE. IF SPACE DEW POINT IS LESS THAN 2 DEGREES F HIGHER THAN THE CHILLED
WATER TEMPERATURE, THE CHILLED WATER VALVE SHALL BE CLOSED AND AN ALARM GENERATED
INDICATING WHICH CHILLED BEAM IS AFFECTED.
b. MOISTURE SENSORS (MS-01, I.E. WATER BUGS) SHALL BE LOCATED IN THE CONDENSATE DRAIN PANS OF
EACH CHILLED BEAM. IF MS-01 INDISCTAES THE PRESENCE OF WATER IN A DRAIN PAN, THE CHILLED
WATER VALVE OF THE ASSOCIATED CHILLED BEAM SHALL CLOSE AND AN ALARM SHALL BE GENERATED
INDICATING WHICH CHILLED BEAM IS AFFECTED.
6. MONITORING
a. MONITOR AND DISPLAY ON THE WORKSTATION GRAPHIC THE PRIMARY AIR SUPPLY TEMPERATURE AT TT-02.
TERMINAL UNIT
PRIMARY AIR TO
OTHER CHILLED
BEAMS
PRIMARY AIR TO
OTHER CHILLED
BEAMS
REFER TO FLOOR PLANS FOR
QUANTITY OF CHILLED BEAM
CONNECTIONS TO ANY
TERMINAL UNIT.
REFER TO FLOOR PLANS FOR
QUANTITY OF CHILLED BEAM
CONNECTIONS TO ANY
TERMINAL UNIT.
TERMINAL UNIT
HWR
HWS
CHWS
CHWR
HWR
HWS
CHWS
CHWR
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:30:21 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M703
HVAC CHILLED BEAM
CONTROLS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
IT
01
1 VARIABLE FREQUENCY DRIVES CONTROL DIAGRAM - FANS
3 MOTOR STARTER CONTROL DIAGRAMS - FANS
2 VARIABLE FREQUENCY DRIVES CONTROL DIAGRAM - PUMPS
4 MOTOR STARTER CONTROL DIAGRAMS - PUMPS
VFD SCHEMATIC - FAN OPERATION
1. BAS SHALL PROVIDE SIGNALING NECESSARY TO ADJUST THE FAN SPEED AS
REQUIRED BY THE APPROPRIATE CONTROL
SEQUENCE OF OPERATION.
2. BAS SHALL ENABLE/DISABLE VFD AS REQUIRED BY THE APPROPRIATE CONTROL
SEQUENCE OF OPERATION.
3. FAN OPERATION SHALL BE MONITORED BY THE CURRENT SENSOR, IT-01.
4. VFD HOA SHALL BE MONITORED FOR "NOT IN AUTOMATIC" POSITION.
5. ACTUAL VFD POSITION SHALL BE MONITORED.
6. ALARMS SHALL BE GENERATED FOR THE FOLLOWING:
a. FAN FAILURE IF IT-01 INDICATES NO STATUS AFTER BEING ENABLED
FOR 5 MINUTES.
b. HOA SWITCH IS NOT IN AUTOMATIC.
c. VFD INTERNAL DIAGNOSTICS INDICATES AN ALARM.
d. THE FAN AMPERAGE STATUS, AS SENSED BY IT-01, VARIES FROM
NORMAL INDICATING A LOOSE OR BROKEN BELT.
MOTOR STARTER CONTROL DIAGRAM - FANS
1. BAS SHALL PROVIDE SIGNALING NECESSARY TO ENABLE/DIABLE THE FAN AS
REQUIRED BY THE APPROPRIATE CONTROL
SEQUENCE OF OPERATION.
2. FAN OPERATION SHALL BE MONITORED BY THE CURRENT SENSOR, IT-01.
3. STARTER HOA SWITCH SHALL BE MONITORED FOR "NOT IN ANTOMATIC"
POSITION.
4. ALARMS SHALL BE GENERATED FOR THE FOLLOWING:
a. FAN FAILURE IF IT-01 INDICATES NO STATUS AFTER BEING ENABLED
FOR 5 MINUTES.
b. HOA SWITCH IS NOT IN AUTOMATIC.
c. THE FAN AMPERAGE STATUS, AS SENSED BY IT-01, VARIES FROM
NORMAL INDICATING A LOOSE OR BROKEN BELT, LOCKED DAMPER, ETC.
MOTOR STARTER CONTROL DIAGRAM - PUMPS
1. BAS SHALL ENABLE THE PUMP AS REQUIRED BY THE APPROPRIATE CONTROL
SEQUENCE OF OPERATION.
2. PUMP OPERATION SHALL BE MONITORED BY THE CURRENT TRANSMITTER, IT-01.
3. STARTER HOA SWITCH SHALL BE MONITORED FOR "NOT IN ANTOMATIC"
POSITION.
4. ALARMS SHALL BE GENERATED FOR THE FOLLOWING:
a. PUMP FAILURE IF IT-01 INDICATES LOW OR HIGH CURRENT AFTER
BEING ENABLED FOR 5 MINUTES.
b. HOA SWITCH IS NOT IN AUTOMATIC.
7. BAS SHALL MONITOR INSTANTANEOUS DEMAND (KW) AND CALCULATE CONSUMED ENERGY KWH.
a. OPERATORS SHALL HAVE THE ABILITY TO POLL THE BAS TO DETERMINE WEEKLY, MONTHLY AND ANNUAL ENERGY CONSUMPTION. BAS SHALL STORE THREE
YEARS OF SUCH DATA.
1.) BEFORE OVER-WRITNG STORED DATA BAS SHALL PROMPT THE OPERATOR TO SAVE DATA. THREE PROMPTS SHALL BE GIVEN BEFORE AN OVER-WRITE.
8. BACNET COMMUNICATIONS TO VFD MAY BE USED IN LIEU OF HARD WIRED POINTS.
VFD SCHEMATIC - PUMPS OPERATION
1. BAS SHALL PROVIDE SIGNALING NECESSARY TO ADJUST THE PUMP SPEED AS
REQUIRED BY THE APPROPRIATE CONTROL
SEQUENCE OF OPERATION.
2. BAS SHALL ENABLE/DISABLE VFD AS REQUIRED BY THE APPROPRIATE CONTROL
SEQUENCE OF OPERATION.
3. PUMP OPERATION SHALL BE MONITORED BY THE CURRENT SENSOR, IT-01.
4. VFD HOA SHALL BE MONITORED FOR "NOT IN AUTOMATIC" POSITION.
5. ACTUAL VFD POSITION SHALL BE MONITORED.
6. ALARMS SHALL BE GENERATED FOR THE FOLLOWING:
a. PUMP FAILURE IF IT-01 INDICATES NO STATUS AFTER BEING
ENABLED FOR 5 MINUTES.
b. HOA SWITCH IS NOT IN AUTOMATIC.
c. VFD INTERNAL DIAGNOSTICS INDICATES AN ALARM.
d. THE PUMP AMPERAGE STATUS, AS SENSED BY IT-01, VARIES FROM
NORMAL INDICATING A LOOSE OR BROKEN BELT.
7. BAS SHALL MONITOR INSTANTANEOUS DEMAND (KW) AND CALCULATE CONSUMED ENERGY KWH.
a. OPERATORS SHALL HAVE THE ABILITY TO POLL THE BAS TO DETERMINE WEEKLY, MONTHLY AND ANNUAL ENERGY CONSUMPTION. BAS SHALL STORE THREE
YEARS OF SUCH DATA.
1.) BEFORE OVER-WRITNG STORED DATA BAS SHALL PROMPT THE OPERATOR TO SAVE DATA. THREE PROMPTS SHALL BE GIVEN BEFORE AN OVER-WRITE.
8. BACNET COMMUNICATIONS TO VFD MAY BE USED IN LIEU OF HARD WIRED POINTS.
FLOW/CONTROL DIAGRAM
FLOW/CONTROL DIAGRAM
MOTORSTARTER
ENABLE
HOA
DI
DO
TT
01
AI
MOTORSTARTER
ENABLE
HOA
DI
DO
AI
VOLTAGELINE LOAD
DEMANDKW OUTPUT TOMOTOR
ENABLE
HOA
SPEEDADJUST
SPEED
INDICATION
VFD
INTERNAL
DIAGNOSTICS
DI
AO
IT
01
AI
AI AI
DI
AI AI DO
FLOW/CONTROL DIAGRAM
FLOW/CONTROL DIAGRAM
VOLTAGELINE LOAD
DEMANDKW OUTPUT TOMOTOR
ENABLE
HOA
SPEEDADJUST
SPEED
INDICATION
VFD
INTERNAL
DIAGNOSTICS
DI
AO
IT
01
AI
AI AI
DI
AI AI DO
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:30:27 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M704
HVAC MOTOR VFD &
STARTER CONTROLS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
C
H
C
C
C
C
TV
01
AO
FV
01
AO
FT
01
AI
TT
01
AI
TT
02
AI
HS
01
DI
FV
01
AO
FT
01
AI
TV
01
AO
XS
01
DI
DI
TT
01
AI
TV
02
AOTV
01
AO
TT
01
FCD
01
DO
TSL
01
DI
PDSL
01
DI
TSL
XX
DI
FCD
01
DO
C
RH
4 PIPE FAN COIL UNIT CONTROLS2 PIPE FAN COIL UNIT CONTROLS
ROOF MOUNTED FAN
SEQUENCE OF OPERATION GENERAL
1. THIS CONTROL SEQUENCE APPLIES TO THE TOILET EXHAUST FAN
2. FAN SHALL RUN CONTINUOUSLY DURING THE IT'S OCCUPIED
SCHEDULE.
3. SEE M704 FOR REQUIREMENTS OF MOTOR STARTERS.
ALARMS
1. IF AFTER 15 SECONDS FROM WHEN A FAN IS COMMANDED TO START
ITS CURRENT TRANSMITTER DOES NOT SENSE AMP DRAW. AN
ALARM SHALL BE INDICATED AT THE BAS.
START/STOP CONTROL
1. THE BAS SHALL OPEN THE ISOLATION DAMPER AND ENABLE THE
MOTOR STARTER AT THE THE BEGINNING OF THE OCCUPIED
PERIOD.
2. THE BAS SHALL REMOVE THE ENABLE COMMAND AND CLOSE THE
ISOLATION DAMPER AT THE END OF THE OCCUPIED PERIOD.
OCCUPIED PERIOD
1. FANS SHALL EACH HAVE INDEPENDENT OCCUPIED/UNOCCUPIED
SCHEDULING CAPABILITIES.
2. INITIALLY OCCUPIED PERIOD SHALL BE DEFINED AS 6:00 AM TO 7:00
PM. SCHEDULES SHALL BE UPDATED PER THE BUILDING
MANAGEMENT.
SEE MAIN CONTROL SHEET
FOR VALVE ARRANGEMENT.
WATER RETURN
MOTOR
STARTER
SEE SHEET M704 FOR
REQUIREMENTS IF
EQUIPPED WITH MOTOR
STARTER.
WATER COIL
SEE MAIN
CONTROL SHEET
FOR LOCATION
AND FUNCTION
OF DUCT LOW
TEMP SWITCH.
WATER SUPPLY
MOTOR
STARTER
ROOF MOUNTED FAN
SEQUENCE OF OPERATION GENERAL
1. THIS CONTROL SEQUENCE APPLIES TO THE TOILET EXHAUST FAN
2. FAN SHALL RUN CONTINUOUSLY DURING THE IT'S OCCUPIED
SCHEDULE.
3. SEE M704 FOR REQUIREMENTS OF MOTOR STARTERS.
ALARMS
1. IF AFTER 15 SECONDS FROM WHEN A FAN IS COMMANDED TO START
ITS CURRENT TRANSMITTER DOES NOT SENSE AMP DRAW. AN
ALARM SHALL BE INDICATED AT THE BAS.
START/STOP CONTROL
1. THE BAS SHALL OPEN THE ISOLATION DAMPER AND ENABLE THE
MOTOR STARTER AT THE THE BEGINNING OF THE OCCUPIED
PERIOD.
2. THE BAS SHALL REMOVE THE ENABLE COMMAND AND CLOSE THE
ISOLATION DAMPER AT THE END OF THE OCCUPIED PERIOD.
OCCUPIED PERIOD
1. FANS SHALL EACH HAVE INDEPENDENT OCCUPIED/UNOCCUPIED
SCHEDULING CAPABILITIES.
2. INITIALLY OCCUPIED PERIOD SHALL BE DEFINED AS 6:00 AM TO 7:00
PM. SCHEDULES SHALL BE UPDATED PER THE BUILDING
MANAGEMENT.
MOTOR
STARTER
TYPICAL VARIABLE AIR VOLUME TERMINAL (VAV) CONTROL DETAIL
AIR VOLUME
BOX (VAV OR LSV)
AIR INLET
SUPPLY
VARIABLECOIL
HEATING
CONTROL
AIR FLOW
DEVICE
HWS
SPACE TEMPERATURE TRANSMITTER
AIR OUTLET
HWR
TYPICAL RETURN/EXHAUST VARIABLE AIR VOLUME TERMINAL CONTROL DETAIL
EXHAUST OR RETURN
VARIABLE AIR VOLUME
BOX (LEV ORRV)
INTEGRAL TIMED OCCUPANCY OVERRIDE
BUTTON (NON-LAB SPACES)
MS
CHWR
CHWS
HWR
HWS CHWRCHWS
MS
SYSTEM INPUT
(SUPERVISING)
R
BAS
BAS INPUT
FAS
FIRE ALARM
SYSTEM
FIRE ALARM
SENSOR
SPACE TEMP
SENSOR
SPACE TEMP
TOILET EXHAUST FAN CONTROLSWATER COIL FREEZE PREVENTION PUMP CONTROLS
R
R
OCULOUS/JEWL BOX EXHAUST FAN CONTROLS
FAIL LAST POSITION
NOTES:
THIS DETAIL DEVELOPED FOR VENDORS
THAT USE FLOW MEASUREMENT. FLOW
CONFIRMATION AND ALARM USING
POSITION BASED FEED BACK (FLOW) AND
PRESSURE DIFFERENTIAL (FAILURE
ALARM) ARE ACCEPTABLE. SEE
SPECIFICATIONS FOR AIR VOLUME
TERMINAL BOXES.
NOTES:
THIS DETAIL DEVELOPED FOR THE BASIS OF
DESIGN VENDORS THAT USE FLOW
MEASUREMENT. FLOW CONFIRMATION AND
ALARM USING POSITION BASED FEED BACK
(FLOW) AND PRESSURE DIFFERENTIAL (FAILURE
ALARM) ARE ACCEPTABLE ALTERNATIVES. SEE
SPECIFICATIONS FOR AIR VOLUME TERMINAL
BOXES.
GENERAL
1. REQUIREMENTS OF “SEQUENCE OF CONTROLS - STANDBY POWER” AND “CONTROL SYSTEM NOTES”
ON DRAWING M700 APPLY TO ALL SEQUENCES.
2. VARIABLE AIR VOLUME BOX (LSV/VAV) SHALL BE CONTROLLED BY A LOCAL (BOX MOUNTED) DIRECT
DIGITAL CONTROLLER COMMUNICATING WITH THE BAS. ALL BOXES SHALL BE CAPABLE OF VARIABLE,
TWO POSITION AND CONSTANT AIR VOLUME OPERATION. PROVIDE INPUT/OUTPUT EXPANSION
MODULES TO PERFORM SEQUENCES OUTLINED. SEE TYPICAL SPACE SEQUENCES FOR OPERATING
REQUIREMENTS.
3. SETPOINTS AND OCCUPANCY SCHEDULING SHALL BE ADJUSTABLE FROM THE BAS. THE BAS SHALL
BE CAPABLE OF ADJUSTING SETPOINTS AND STATUS GLOBALLY AS WELL AS ON AN INDIVIDUAL BOX
BASIS.
4. NON-LABORATORY SERVICE (I.E. OFFICES): LOCAL SPACE TEMPERATURE TRANSMITTER (TT-01)
SHALL BE CAPABLE OF SETPOINT ADJUSTMENT WITHIN A BAS DEFINED ADJUSTABLE RANGE. THE
LOCAL TRANSMITTER SHALL ALSO BE CAPABLE OF OVERRIDING THE BAS UNOCCUPIED SCHEDULE
(VIA PUSH BUTTON OPERATION INTEGRAL TO THE SPACE TEMPERATURE TRANSMITTER) TO ALLOW
THE SV OR VV BOX TO OPERATE TEMPORARILY IN THE OCCUPIED MODE FOR A BAS DEFINED
ADJUSTABLE TIME PERIOD (0.5 TO 12 HOURS).
5. LABORATORY SERVICE: LOCAL SPACE TEMPERATURE TRANSMITTER (TT-01) SHALL BE CAPABLE OF
SETPOINT ADJUSTMENT WITHIN A BAS DEFINED ADJUSTABLE RANGE. EVERY LABORATORY ROOM
SHALL BE EQUIPPED WITH AN OCCUPANCY SENSOR FOR THE PURPOSE OF OVERRIDING THE BAS
UNOCCUPIED SCHEDULE TO ALLOW THE SV OR VV BOX TO OPERATE TEMPORARILY IN THE OCCUPIED
MODE FOR A BAS DEFINED ADJUSTABLE TIME PERIOD (0.5 TO 12 HOURS).
6. ALL SUPPLY BOXES SHALL BE NORMALLY CLOSED UNLESS NOTED OTHERWISE.
7. SV OR VV BOX AIR FLOW RATE SETPOINT AS MEASURED AT FT-01 (OR VIA POSITION FEEDBACK)
SHALL BE MAINTAINED BY THE LOCAL CONTROLLER REGARDLESS OF UPSTREAM PRESSURE
(PRESSURE INDEPENDENT OPERATION). THE BAS SHALL MONITOR AND DISPLAY (UPON REQUEST)
THE FLOW RATE OF ANY TERMINAL.
ALARMS
1. THE FOLLOWING SHALL INITIATE A SPECIFIC ALARM NOTICE AT THE BAS. ALL SETPOINTS ARE USER
ADJUSTABLE.:
a. SPACE TEMPERATURE 5 DEGREES F ABOVE SETPOINT - TIME DELAY 10 MINUTES.
b. SPACE TEMPERATURE 5 DEGREES F BELOW SETPOINT - TIME DELAY 10 MINUTES.
c. AIRFLOW RATE 10% ABOVE SETPOINT FOR 5 CONSECUTIVE MINUTES.
d. AIRFLOW RATE 10% BELOW SETPOINT FOR 5 CONSECUTIVE MINUTES.
MONITOR
1. THE DISCHARGE AIR TEMPERATURE SHALL BE PROVIDED FOR MONITORING ONLY.
OCCUPIED MODE
1. TERMINAL SHALL OPERATE BETWEEN PRESET FLOW RATES (CFM) SHOWN ON THE PLANS (OCCUPIED
MAXIMUM TO OCCUPIED MINIMUM). THE LOCAL CONTROLLER AND THE BAS SHALL MONITOR ROOM
TEMPERATURE AT TT-01 AND AIR FLOW RATE AT FT-01 (OR VIA POSITION FEEDBACK). THE LOCAL
CONTROLLER SHALL MODULATE AIR FLOW RATE VIA FV-01 AND HOT WATER FLOW VIA TV-01.
2. FOR OFFICE SPACES, WHEN THE SPACE TEMPERATURE IS ABOVE OCCUPIED SETPOINT AT TT-01, THE
HOT WATER VALVE TV-01 SHALL BE FULLY CLOSED AND THE AIRFLOW CONTROL DAMPER FV-01
SHALL BE MODULATED AS REQUIRED TO MAINTAIN MAXIMUM OCCUPIED AIR FLOW SETPOINT AT
FT-01. AS THE TEMPERATURE AT TT-01 DROPS, THE AIRFLOW CONTROL DAMPER SHALL BE
MODULATED TOWARD CLOSED POSITION TO REDUCE FLOW TO MAINTAIN SETPOINT AT TT-01. ONCE
AIR FLOW HAS BEEN REDUCED TO MINIMUM OCCUPIED FLOW SETPOINT AT FT-01 AND IF ROOM
TEMPERATURE CONTINUES TO DROP, HOT WATER VALVE TV-02 SHALL MODULATE OPEN TO MAINTAIN
SETPOINT AT TT-01. IF DISCHARGE TEMPERATURE (TT-02) RISES ABOVE 85F AND ROOM
TEMPERATURE CONTINUES TO DROP, AIRFLOW CONTROL DAMPER SHALL BE MODULATED TOWARD
OPEN POSITION TO INCREASE FLOW. UPON A RISE IN TEMPERATURE AT TT-01, THE REVERSE SHALL
OCCUR.
3. FOR LABORATORY SPACES, SUPPLY AIR FLOW WILL TRACK TOTAL ROOM EXHAUST AIRFLOW (SUM OF
EQUIPMENT AND GENERAL EXHAUST) AT ALL TIMES TO MAINTAIN AIRFLOW DIFFERENTIAL INDICATED
ON THE AIR BALANCE DIAGRAMS.
UNOCCUPIED MODE
1. SV BOX SHALL OPERATE WITHIN PRESET AIRFLOW RANGE (CFM) SHOWN ON THE PLANS
(UNOCCUPIED SETPOINT). THE LOCAL CONTROLLER AND THE BAS SHALL MONITOR ROOM
TEMPERATURE AT TRANSMITTER TT-01 AND AIR FLOW RATE AT FT-01. THE LOCAL CONTROLLER
SHALL MODULATE AIR FLOW RATE VIA FV-01 AND HOT WATER FLOW VIA TV-01.
2. FOR OFFICE SPACES, WHEN THE SPACE TEMPERATURE IS AT OR ABOVE THE UNOCCUPIED SETPOINT
AT TT-01, HOT WATER VALVE TV-02 SHALL BE FULLY CLOSED, AIRFLOW CONTROL DAMPER FCD-01
SHALL MODULATE TO MAINTAIN UNOCCUPIED FLOW SETPOINT AT FT-01. AS THE SPACE
TEMPERATURE DROPS, HOT WATER VALVE TV-01 SHALL BE MODULATED OPEN IN ORDER TO
MAINTAIN UNOCCUPIED SETPOINT AT TT-01. UPON A RISE IN TEMPERATURE AT TT-01, TV-02 SHALL
MODULATE CLOSED.
4. FOR LABORATORY SPACES, SUPPLY AIR FLOW WILL TRACK EXHAUST AIRFLOW AT ALL TIMES TO
MAINTAIN AIRFLOW DIFFERENTIAL INDICATED ON THE AIR BALANCE DIAGRAMS AT ALL TIMES.
HISTORIES/TRENDING & REPORTS
1. THE BAS SOFTWARE SHALL BE CAPABLE OF RECORDING AND PRODUCING REPORTS TO DOCUMENT
ALL READINGS ASSOCIATED WITH EACH SUPPLY TERMINAL. REFER TO TYPICAL ZONE SEQUENCES
FOR ADDITIONAL REQUIREMENTS.
GENERAL
1. REQUIREMENTS OF “SEQUENCE OF CONTROLS - STANDBY POWER” AND “CONTROL SYSTEM
NOTES” ON DRAWING M700 APPLY TO ALL SEQUENCES.
2. VARIABLE AIR VOLUME EXHAUST/RETURN BOX (LEV/RV) SHALL BE CONTROLLED BY A LOCAL (BOX
MOUNTED) DIRECT DIGITAL CONTROLLER COMMUNICATING WITH THE BAS. ALL BOXES SHALL BE
CAPABLE OF VARIABLE, TWO POSITION AND CONSTANT AIR VOLUME OPERATION. SEE TYPICAL
SPACE SEQUENCES FOR OPERATING REQUIREMENTS.
3. AIRFLOW SETPOINT AND OCCUPANCY SCHEDULING SHALL BE ADJUSTABLE FROM THE BAS. THE
BAS SHALL BE CAPABLE OF ADJUSTING SETPOINTS AND STATUS GLOBALLY AS WELL AS ON AN
INDIVIDUAL BOX BASIS.
4. THE EV/VVE BOX SHALL BE SOFTWARE INTERLOCKED WITH SUPPLY SV/VV BOX OR BOXES
FEEDING THE APPLICABLE SPACE TO ALLOW FOR TEMPORARY OVERRIDE OF UNOCCUPIED
SCHEDULE FOR A BAS DEFINED ADJUSTABLE TIME PERIOD (0.5 TO 12 HOURS).
5. ALL EXHAUST/RETURN BOXES LEV/RV SHALL BE FAIL LAST POSITION OPEN UNLESS NOTED
OTHERWISE.
6. EV/VVE BOX AIR FLOW RATE SETPOINT AS MEASURED AT FT-01 SHALL BE MAINTAINED BY THE
LOCAL CONTROLLER REGARDLESS OF UPSTREAM PRESSURE (PRESSURE INDEPENDENT
OPERATION). THE BAS SHALL MONITOR AND DISPLAY (UPON REQUEST) THE FLOW RATE OF ANY
EV/RV BOX.
ALARMS
1. THE FOLLOWING SHALL INITIATE A SPECIFIC ALARM NOTICE AT THE BAS:
a. AIRFLOW RATE 10% ABOVE SETPOINT FOR 5 CONSECUTIVE MINUTES (ADJ).
b. AIRFLOW RATE 10% BELOW SETPOINT FOR 5 CONSECUTIVE MINUTES (ADJ).
OCCUPIED MODE
1. EV/VVE BOX SHALL OPERATE BETWEEN PRESET FLOW RATES (CFM) SHOWN ON THE PLANS
(OCCUPIED MAXIMUM TO OCCUPIED MINIMUM). THE LOCAL CONTROLLER AND THE BAS SHALL
MONITOR AIR FLOW RATE AT FT-01 OR VIA POSITION FEEDBACK. THE LOCAL CONTROLLER SHALL
MODULATE AIR FLOW RATE VIA FV-01.
2. WHERE PLANS INDICATE CONSTANT VOLUME EXHAUST FOR OCCUPIED PERIODS (MAXIMUM AND
MINIMUM FLOWS EQUAL ON PLANS), THE LOCAL CONTROLLER SHALL MODULATE FCD-01 TO
MAINTAIN OCCUPIED FLOW SETPOINT AT ALL TIMES.
3. WHERE THE PLANS INDICATE GENERAL VARIABLE AIR VOLUME ROOM EXHAUST/RETURN FOR
OCCUPIED PERIODS (MAXIMUM AND MINIMUM FLOWS NOT EQUAL ON PLANS), THE LOCAL
CONTROLLER FLOW SETPOINT SHALL BE VARIED BASED ON SPACE TEMPERATURE INPUT SHOWN
ON THE TYPICAL VARIABLE AIR VOLUME BOX DETAIL SEQUENCE. AS SPACE TEMPERATURE RISES
EXHAUST FLOW SHALL MODULATE TOWARDS THE MAXIMUM AIRFLOW SHOWN ON THE PLAN. AS
SPACE TEMPERATURE DROPS EXHAUST SHALL MODULATE TOWARD MINIMUM OCCUPIED OR
UNOCCUPIED AIRFLOW DEPENDING ON OCCUPANCY.
4. EXHAUST BOXES SERVING FUME HOODS, BIOSAFETY CABINETS AND CAGE RACK EXHAUST SHALL
BE INDEPENDENT OF ROOM EXHAUST AND SHALL OPERATE AT CONSTANT, TWO POSITION OR
VARIABLE VOLUME AS INDICATED IN ROOM SEQUENCES. THE LOCAL CONTROLLER SHALL
MODULATE FCD-01 TO MAINTAIN THE VARIABLE SETPOINT FLOW RATE AT FT-01.
UNOCCUPIED MODE
1. EV/VVE BOX SHALL OPERATE BETWEEN MAXIMUM AND MINIMUM OCCUPIED AND UNOCCUPIED
SETPOINT AIRFLOW RATES (CFM) SHOWN ON THE PLANS. THE LOCAL CONTROLLER AND THE BAS
SHALL MONITOR AIRFLOW RATE AT FT-01. THE LOCAL CONTROLLER SHALL MODULATE AIR FLOW
RATE VIA FV-01.
2. IN THE UNOCCUPIED MODE, LEV/RV TERMINAL SHALL MODULATE AIRFLOW AS INDICATED IN THE
ZONE SEQUENCES.
HISTORIES/TRENDING & REPORTS
1. THE BAS SOFTWARE SHALL BE CAPABLE OF RECORDING AND PRODUCING REPORTS TO
DOCUMENT ALL READINGS ASSOCIATED WITH EACH SUPPLY TERMINAL. REFER TO TYPICAL ZONE
SEQUENCES FOR ADDITIONAL REQUIREMENTS.
GENERAL
1. REQUIREMENTS OF “SEQUENCE OF CONTROLS - STANDBY POWER” AND “CONTROL SYSTEM NOTES” ON DRAWING M700 APPLY TO
ALL SEQUENCES.
2. THIS CONTROL SEQUENCE APPLIES TO 2-PIPE FAN COIL COOLING UNITS.
3. SEQUENCES SHALL BE PERFORMED BY A LOCAL DDC CONTROLLER.
SAFETIES
1. AREA SMOKE DETECTORS IN ZONE SERVED INDICATES THE PRESENCE OF SMOKE IN THE SPACE - DELAY NONE. THE
ADDRESSABLE AREA SMOKE DETECTOR SHALL PROVIDE SIGNALING DIRECTLY TO BOTH THE BAS AND THE FIRE ALARM SYSTEM.
INTERFACE BETWEEN THE FIRE ALARM SYSTEM AND THE BAS SHALL PROVIDE A REDUNDANT SOFTWARE SIGNAL TO ENSURE FAN
SHUTDOWN
a. FAN COIL UNITS REQUIRING AREA SMOKE DETECTION SHUTOFF (FCU-4 ONLY)
ALARMS
1. THE FOLLOWING SHALL INITIATE SPECIFIC ALARM NOTICES AT THE BAS ONLY WHEN THE UNIT STATUS IS “ON”:
a. FAN NOT OPERATING WHENEVER COMMANDED TO RUN.
START/STOP SEQUENCE
1. NORMALLY ALL FAN COIL UNITS BE AVAILABLE FOR OPERATION 24 HOURS PER DAY SEVEN DAYS PER WEEK.
2. FAN COIL UNIT SHALL START AND STOP AS INDICATED IN ZONE TYPES.
TEMPERATURE CONTROL SEQUENCE
1. REFER TO ZONE TYPES.
GENERAL
1. SEE SHEET M704 FOR MOTOR STARTER REQUIREMENTS.
2. THIS CONTROL SEQUENCE APPLIES TO 4-PIPE FAN COIL COOLING UNITS.
3. SEQUENCES SHALL BE PERFORMED BY A LOCAL DDC CONTROLLER.
ALARMS
1. THE FOLLOWING SHALL INITIATE SPECIFIC ALARM NOTICES AT THE BAS ONLY WHEN THE UNIT STATUS IS “ON”:
a. FAN NOT OPERATING WHENEVER THE FAN IS COMMANDED TO RUN.
START/STOP SEQUENCE
1. NORMALLY ALL FAN COIL UNITS BE AVAILABLE FOR OPERATION 24 HOURS PER DAY SEVEN DAYS PER WEEK.
2. FAN COIL UNIT SHALL START AND STOP AS INDICATED IN ZONE TYPES.
TEMPERATURE CONTROL
1. REFER TO ZONE TYPES.
FAN
1. GENERAL
a. SYSTEM SHALL BE AVAILABLE FOR OPERATION 24 HOURS PER DAY, 7 DAYS PER WEEK.
b. ALL SET POINTS SHALL BE ADJUSTABLE BY OPERATOR KEY STROKES AT THE WORK
STATION.
c. REFER TO APPROPRIATE AIR HANDLING UNIT SEQUENCES TO DETERMINE IF THIS
SEQUENCE IS REQUIRED. NOT ALL AHU REQUIRE FREEZE PREVENTION PUMPS.
2. INITIATION
a. DUCT MOUNTED LOW TEMPERATURE SWITCH (TSL-XX) SHALL INITIATE THE FREEZE
PREVENTION SEQUENCE. SEE THE APPROPRIATE AIR HANDLING UNIT CONTROLS DRAWING
TO DETERMINE THE LOCATION, FUNCTION AND TAG OF THE DUCT MOUNTED LOW
TEMPERATURE SWITCH FOR THE AIR HANDLING UNIT.
b. WHEN TSL-XX SENSES AIR TEMPERATURE EQUAL TO OR LESS THAT ITS SETPOINT
CONDITION (SEE THE APPROPRIATE AHU CONTROL DRAWING) THE BAS SHALL START THE
FREEZE PREVENTION PUMP.
c. ONCE STARTED, THE PUMP THE PUMP SHALL NOT BE DISABLED UNTIL THE
TEMPERATURE AT TSL-XX IS AT LEAST 2 DEGREES F GREATER THAN THE INITIATION SET
POINT.
3. THE FOLLOWING ALARMS SHALL BE GENERATED AND AHU SHALL SHUTDOWN ONLY IF THIS
SEQUENCE IS INITIATED IN ACCORD WITH THE DESCRIPTION ABOVE.
a. IF THE PUMP IS COMMANDED TO START AND THE DIFFERENTIAL PRESSURE SWITCH
(PDSL-01) DOES NOT INDICATE FLOW, AN ALARM SHALL BE SIGNALED AND THE AHU SHALL
SHUT DOWN. PDSL-01 REQUIRES A MANUAL RESET.
b. IF AN ALARM CONDITION ASSOCIATED WITH THE MOTOR STARTER (SEE DRAWING M704)
AN ALARM SHALL BE SIGNALED AND THE AHU SHALL SHUT DOWN.
c. IF THE RETURN WATER LOW TEMPERATURE SWITCH (TSL-01) INDICATES A TEMPERATURE
LESS THAN 35 DEGREES F, AN ALARM SHALL BE SIGNALED AND THE UNIT SHALL BE SHUT
DOWN. TSL-01 REQUIRES A MANUAL RESET.
FAN
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:30:34 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M705
HVAC MISC. CONTROLS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
AHU-1&2 CONTROL DIAGRAM
TV
03
TV
01
TV
02
TSL
02
PSL
01
TT
02
MT
02
TSL
01
PDT
01
PDT
02
TT
01
MT
01
FT
01
ZS
01
FV
01
ZS
02
TT
06
MT
06
PSL
01
PDT
03
TT
05
MT
05 ZS
07
FV
03
ZS
08
XT
01
PDT
04
ZS
06
ZS
06XV
02
PSH
01
TV
03
TT
04
MT
04
TT
03
MT
03
PDT
05
XT
02
ZS
04
ZS
03
XV
01
PDT
XX
COMMUNICATION
WHEEL
GATEWAY
COMMUNICATION
CABLING BY BCS
CONTRACTOR
COMMUNICATION
WHEEL
GATEWAY
COMMUNICATION
CABLING BY BCS
CONTRACTOR
VFD OUTSIDE AIRRELIEF AIR VFD
DO AI AO AI
DO AI AO AI
DI
AO
AO AO DO DI
AO
AO
DI
DI
AIAIDI
AIAI
AIAI
AI
DI
AO
DI
AI AIDI
AI
AI AI
DI
AO
DI
AI
AI
DI
DI
AO
DI
AO
AIAIAIAI
AI
AI
DI
DIAO
AI
FT
OEM CONTROLLER
FT
FT
START/STOP ALARMSETPOINT ADJUST POWER
MONITORING
COMMUNICATION
TO/FROM BAS (REFER TO
SPECIFICATION)
VFD
FT
OEM CONTROLLER
FT
VFD
FT
START/STOP ALARMSETPOINT ADJUST POWER
MONITORING
COMMUNICATION
TO/FROM BAS (REFER TO
SPECIFICATION)
SMOKE ISOLATION
DAMPER
DAMPER
RELIEF AIR
DAMPER
OUTSIDE AIR
VFD
ELECTRIC HUMIDIFIER
OEM CONTROLLER
DISCHARGE
HUMIDITY
SETPOINT
ADJUST ENABLE ALARM
VFD
VFD
VFD
XC
DI
H
C
COOLING
COIL
C
C
HEATING
COIL
HWR
HWS
CHWR
CHWS
SYSTEM
FIRE ALARM
FIRE ALARM
(SUPERVISING)
E
SYSTEM INPUT
BAS INPUT
TAH
TAL
R
PAH
SYSTEM
FIRE ALARM
FIRE ALARM
(SUPERVISING)
E
SYSTEM INPUT
BAS INPUT
(CLOSED)
(OPEN)
(OPEN)
(CLOSED)
SMOKE ISOLATION
DAMPER
(OPEN)
(CLOSED)
E
R
R
PAL
XX: SHEET M401 FOR QUANTITY AND LOCATION
INSTRUMENTATION FOR 1 UNIT SHOWS, PARALLEL UNIT IS IDENTICAL
COOLING
COIL
C
C
CHWR
CHWS
(OPEN)
(CLOSED)
RETURN FROM SPACE
SUPPLY AIR TO SPACE
SPACE RETURN TO
PARALLEL UNIT
MAKE UP WATERFREEZE PUMP SEE SHEET M705
SUPPLY FROM
PARALLEL UNIT
1. GENERAL
a. THIS SEQUENCE APPLIED TO THE AHU LISTED ON THIS SHEET.
b. ALL SETPOINTS SHALL BE ADJUSTABLE BY AN OPERATOR THROUGH KEY STROKES AT THE OPERATOR WORK STATION.
c. THE BAS SHALL ENSURE EQUAL RUN TIME ON ALL FANS
d. END SWITCHES (ZS-##) SHALL BE MONITIORED TO VERYFY THE OPEN AND CLOSED POSITION OF DAMPERS. TWO END SWITCHES ARE
REQUIRED FOR EACH DAMPER.
e. SEE THE VFD REQUIREMENTS IDENTIFIED ON DRAWINGS M700 AND M704.
f. WHEN THE AHU IS OFF LINE DUE TO BAS SHUTDOWN, A SAFETY SHUT DOWN, AN OPEN DISCONNECTING MEANS, LOSS OF POWER OR ANY
ANOTHER CAUSE, THE CONTROLLED DEVICES SHALL GO TO THEIR FAIL SAFE (DE-ENERGIZED) POSITIONS.
f.a. DAMPERS SHALL CLOSE.
f.b. CHILLED WATER VALVES SHALL CLOSE.
f.c. HOT WATER VALVES SHALL OPEN.
f.d. HUMIDIFIER VALVES (IF EQUIPPED) SHALL CLOSE.
g. LOCATE FLOOR LEVEL WATER LEAK DETECTORS (WATER BUGS) INDICATED BELOW ON EACH SIDE OF THE AHU, I.E. TWO DETECTORS ARE
REQUIRED FOR EACH SECTION INDICATED.
g.a. OUTDOOR AIR INTAKE SECTION
g.b. HOT WATER COIL SECTION
g.c. CHILLED COIL SECTION
g.d. HUMIDFIER SECTION (IF SO EQUIPPED)
h. LOCATED A FLOOR LEVEL WATER LEAK DETECTOR BENEATH THE ELECTRIC HUMIDIFIER (IF SO EQUIPPED).
i. BAS SHALL HAVE START/STOP AND SET POINT ADJUSTMENT AUTHORITY OVER THE FAN ARRAY CONTROLLER. THE FAN ARRAY SHALL BE
CONTROLLED (INDIVIDUAL FAN START/STOP, FAN ROTATIONAL SPEED, VFD SAFETIES, ETC.) BY THE MANUFACTURER'S (OEM) CONTROLLER.
j. THE FIRE ALARM SYSTEM (FAS) SHALL PROVIDE AND MONITOR THE SMOKE DETECTORS (XT-##). IF THERE IS A SMOKE EVENT, THE FAS
SHALL CLOSE THE SMOKE ISOLATION DAMPER (XV-tbd) AND SIGNAL THE BAS. UPON RECEIPT OF SIGNAL FROM THE FAS OR UPON INDICATION
THAT THE SMOKE ISOLATION DAMPER IS NOT OPEN VIA THE ASSOCIATED END SWITCH, THE BAS SHALL INTIATED A SHUTDOWN OF THE
AFFECTED AHU.
2. AHU START UP
a. WHEN IT IS DETERMINED BY THE BAS TO START AN (the first) AHU
a.a. THE BAS SHALL OPEN THE DISCHARGE ISOLATION DAMPER (FV-tbd), OPEN THE ENERGY RECOVERY WHEEL BYPASS DAMPER (TV-tbd), AND
OPEN THE OUTDOOR (return tbd) AIR DAMPER (FV-tbd). ALL OTHER DEVICES SHALL REMAIN IN THE FAIL SAFE CONDITION.
a.b. ONCE DAMPER POSITIONS HAVE BEEN ESTABLISHED BY THE ASSOCIATED END SWITCHES, THE BAS SHALL ENABLE THE SUPPLY FAN
ARRAY. ONCE ENABLED, THE SUPPLY FAN ARRAY SHALL BE CONTROLLED IN ACCORD WITH THE ARTICLE SO TITLED BELOW.
b. WHEN THE SUPPLY FAN ARRAY HAS ATTAINED 15% OF THE DESIGN AIR FLOW AND IS CONTINUING TO ACCELERATE, UNDER OEM CONTROL.
TO ACHIEVE SET POINT, THE DISCHARGE AIR CONDITIONS SHALL START TO BE CONTROLLED BY THE BAS AND THE EXHAUST (return tbd) FAN
ARRAY SHALL BE ENABLED BY THE BAS.
b.a. ONCE ENABLED, THE EXHAUST (return tbd) FAN ARRAY SHALL BE CONTROLLED BY THE OEM CONTROLLER IN ACCORD WITH THE ARTICLE
SO TITLED BELOW.
b.b. DISCHARGE CONDITIONS CONTROL SHALL BE IN ACCORD WITH THE ARTICLE SO TITLED BELOW.
c. WHEN IT IS DETERMINE BY THE BAS TO START THE SECOND PARALLEL AHU
c.a. TBD
3. AHU SHUT DOWN
a. WHEN IT IS DETERMINED BY THE BAS THAT A UNIT IS TO BE SHUTDOWN, THE FAN ARRAYS SHALL BE DISABLED, ONCE THE OEM STARTS TO
DECELLERATE THE ARRAYS THE OTHER COMPONENTS SHALL MOVE TO THEIR FAIL SAFE POSITIONS. BAS SHALL CONTROL THE RATE OF
CHANGE OF THE DAMPERS AND VALVES SO THAT 60 SECONDS ELAPSE FROM THE INDICATION THAT FAN ARRAYS DRE DECELERATING TO FAIL
SAFE POSTION OF THE DEVICE. EACH DEVICE WILL BE INDIVIDUALLY CONTROLLED SO THAT THE TIMING OF EACH DEVICE MAY BE
INDEPENDENTLY ADJUSTED.
4. DISCHARGE CONDITIONS CONTROL
a. TBD
5. SUPPLY FAN ARRAY CONTROL
a. BAS SHALL PROVIDE SET POINT REQUIREMENST AND SIGNAL THE ACTUAL STATIC PRESSURE MEASUREMENT IN THE RISERS (PDT-tbd) TO
THE OEM CONTROLLER. OEM CONTROLLER SHALL MANAGE ALL FUNCTIONS OF THE ARRAY NECESSARY TO ACHIEVE THE PRESSURE
CONTROL REQUIREMENTS.
b. OEM SHALL DETERMINE THE QUANTITY OF OPERATIONAL FANS AND THE ROTATIONAL SPEED THEREOF NECESSARY TO MAINTAIN THE
STATIC PRESSURE SETPOINT IN RESPONSE TO THE SIGNALS FROM THE BAS AND OPERATE THE ARRAY ACCORDINGLY.
c. INCREASES IN STATIC PRESSURE ABOVE SET POINT SHALL CAUSE A REDUCTION IN AIR FLOW PRODUCED BY THE FAN ARRAY IN ACCORD
WITH THE OEM DETERMINATIONS FOR OPTIMUM ARRANGEMENT OF FAN QAUNTITY AND ROTATIONAL SPEED.
d. DECREASES IN STATIC PRESSURE BELOW SET POINT SHALL CAUSE AN INCREASE IN AIR FLOW PRODUCED BY THE FAN ARRAY IN ACCORD
WITH THE OEM DETERMINATIONS FOR OPTIMUM ARRANGEMENT OF FAN QAUNTITY AND ROTATIONAL SPEED.
e. IF IT IS DETEREMINED BY THE BAS BOTH PARALLEL AHU ARE TO BE OPERATIONAL, IN ADDITION TO ITEMS 5.a. THROUGH 5.b ABOVE
e.a. THE BAS SHALL DETERMINE WHICH OF THE OPERATING AHU SHALL BE DESGNATED THE “CONTROLLING AHU” AND SIGNAL THE OEM
CONTROLLERS SUCH.
e.b. ONLY THE OEM CONTROLLER ASSOCAITED WITH THE “CONTROLLING AHU” SHALL RESPOND TO DEVEIATIONS FROM SET POINT AS
DESCRIBED ABOVE.
e.c. BAS SHALL MANAGE THE “CONTROLLING AHU” DESIGNATION SUCH THAT ALL OPERATING AHU ARE OPERATING WITH 10% (OF THE DESIGN
AIR FLOW OF ONE AHU, EQUAL TO 1,600 CFM)) AS FOLLOWS:
e.c.a. IF ALL AHU ARE AT FULL (100%, 16,000 CFM EACH)) FLOW AND STATC PRESSURE RISES, THE “CONTROLLING AHU” SHALL REDUCE ITS
AIR FLOW DISCHARGE TO ACHIEVE SET POINT UNTIL IT IS PROVIDING 90% OF THE DESIGN FLOW OF AN AHU (14,400 CFM) AT WHICH
TIME FURTHER INCREASES IN STATIC PRESSURE REQUIRING FURTHER REDUCTIONS IN AIR FLOW WILL CAUSE THE BAS TO
DESIGNATE THE OTHER AHU THE “CONTROLLING AHU”.
e.c.b. ONCE THE DESIGNATION HAS BEEN CHANGED, THE NEW “CONTROLLING AHU” SHALL ADJUST ITS DISCHARGE FLOW RATE TO MAINTAIN
STATIC PRESSURE UNTIL IT IS PRODUCING 10% OF THE DESIGN FLOW OF ONE AHU (1,600 CFM) LESS THAN THE NON-CONTROLLING
AHU OR INCREASES IN FLOW ARE REQUIRED.
e.c.c. IN NO CASE SHALL EITHER AHU BE PRODUCING 1,600 CFM MORE OR LESS THAN THE OTHER.
6. STATIC PRESSURE RESET
a. STATIC PRESSURE SET POINT SHALL BE RESET USING TRIM AND RESPOND LOGIC WITHIN A RANGE OF 0.5 INCHES OF WATER COLUMN TO
3.0 INCES OF WATER COLUMN.
b. EVERY TWO MINUTES, THE STATIC PRESSURE SET POINT SHALL BE ADJUSTED LOWER BY 0.05 INCHES OF WATER COLUMN IF THERE ARE NO
PRESSURE REQUESTS DURING THE PRECEDING PERIOD
c. IF THERE ARE TWO OR MORE PRESSURE REQUESTS AT ANY TIME, INCREASE THE SETPOINT BY 0.05 INCHES OF WATER COLUMN.
d. A PRESSURE REQUEST IS DEFINES A VAV TERMINAL UNIT CONNECTED TO THE RISES TO 90% OF ITS FULL OPEN POSITION (THIS IS NOT TO
BE INTERPRETED AT 90% OF THE DESIGN AIR FLOW, IT IS A DAMPER OPEN POSITION).
e. A PRESSURE REQUEST SHALL CEASE WHEN THE DAMPER POSTION ADJUSTS TO 85% OPEN AFTER HAVING REACHED 90% OPEN.
f. LOGIC SHALL HAVE PROPER DAMPENING TO PREVENT HUNTING
.
7. EXHAUST (return) FAN ARRAY CONTROL (one unit operating)
a. BAS SHALL PROVIDE SET POINT REQUIREMENST AND SIGNAL THE ACTUAL SUPPLY AND EXHAUST FLOW RATE (FT-tbd) TO THE OEM
CONTROLLER. OEM CONTROLLER SHALL MANAGE ALL FUNCTIONS OF THE ARRAY NECESSARY TO ACHIEVE THE FLOW CONTROL
REQUIREMENTS.
b. OEM SHALL DETERMINE THE QUANTITY OF OPERATIONAL FANS AND THE ROTATIONAL SPEED THEREOF NECESSARY TO MAINTAIN THE
STATIC PRESSURE SETPOINT IN RESPONSE TO THE SIGNALS FROM THE BAS AND OPERATE THE ARRAY ACCORDINGLY.
c. INCREASES IN EXHAUST FLOW ABOVE REQUIREMENTS SHALL CAUSE A REDUCTION IN AIR FLOW PRODUCED BY THE FAN ARRAY IN ACCORD
WITH THE OEM DETERMINATIONS FOR OPTIMUM ARRANGEMENT OF FAN QAUNTITY AND ROTATIONAL SPEED.
d. DECREASES IN FLOW RATE BELOW REQUIREMENST SHALL CAUSE AN INCREASE IN AIR FLOW PRODUCED BY THE FAN ARRAY IN ACCORD
WITH THE OEM DETERMINATIONS FOR OPTIMUM ARRANGEMENT OF FAN QAUNTITY AND ROTATIONAL SPEED.
e. INITAIL FLOW SET POINTS ARE: EXHAUST FLOW RATE (EA) IS EQUAL TO 90% OF THE SUPPLY FLOW RATE (SA) LESS ANY DIRECT EXHAUSTS
(DE) FROM THE ZONE. [EA = 0.9 x SA - DE].
f. IF IT IS DETEREMINED BY THE BAS BOTH PARALLEL AHU ARE TO BE OPERATIONAL, IN ADDITION TO ITEMS 7.a. THROUGH 7.f ABOVE
f.a. THE BAS SHALL DETERMINE WHICH OF THE OPERATING AHU SHALL BE DESGNATED THE “CONTROLLING AHU” AND SIGNAL THE OEM
CONTROLLERS SUCH
f.b. ONLY THE OEM CONTROLLER ASSOCAITED WITH THE “CONTROLLING AHU” SHALL RESPOND TO DEVEIATIONS FROM SET POINT AS
DESCRIBED ABOVE
f.c. BAS SHALL MANAGE THE “CONTROLLING AHU” DESIGNATION SUCH THAT ALL OPERATING AHU ARE OPERATING WITH 10% (OF THE DESIGN
AIR FLOW OF ONE AHU, EQUAL TO 1,600 CFM)) AS FOLLOWS
f.c.a. IF ALL AHU ARE AT FULL (100%, 16,000 CFM EACH)) FLOW AND FLOW REQUIREMSNT DECREASE, THE “CONTROLLING AHU” SHALL
REDUCE ITS AIR FLOW RATE TO ACHIEVE SET POINT UNTIL IT IS PROVIDING 90% OF THE DESIGN FLOW OF AN AHU (14,400 CFM) AT
WHICH TIME IN AIR FLOW WILL CAUSE THE BAS TO DESIGNATE THE OTHER AHU THE “CONTROLLING AHU”
f.c.b. ONCE THE DESIGNATION HAS BEEN CHANGED, THE NEW “CONTROLLING AHU” SHALL ADJUST ITS DISCHARGE FLOW RATE TO MAINTAIN
FLOW RATE UNTIL IT IS PRODUCING 10% OF THE DESIGN FLOW OF ONE AHU (1,600 CFM) LESS THAN THE NON-CONTROLLING AHU OR
INCREASES IN FLOW ARE REQUIRED
f.c.c. IN NO CASE SHALL EITHER AHU BE PRODUCING 1,600 CFM MORE OR LESS THAN THE OTHER
8. SAFETIES AND ALARMS
a. THE FOLLOWING SFAETIES SHALL CAUST THE AHU TO SHUT DOWN
a.a. TBD
b. THE FOLLOWING ALARMS SHALL BE GENERATED, THESE DO NOT CAUSE A SHUTDOWN
b.a. TBD
9. MONITORING
a. IN ADDITION TO THE CONTROLLING INSTRUMENTATION IDENTIFIED ABOVE, THE FOLLOWING SHALL BE MONITORED AND DISPLAYED ON THE
GRAPHICS ASSOCIATED WUTH THE SEQUENCE OF OPERATION ON THE OPERATRORS WORK STATION.
a.a. INSTRUMENTATION
a.a.a. TBD
a.b. OEM INFORMATION
a.b.a. TBD
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:30:40 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M706
HVAC AHU-1&2 CONTROLS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
AHU-3 CONTROL DIAGRAM
DI
DI
DI
DI AI AO
AO
DI
DI
DI
DI
AI
DI
AIAI AI
AO
DI
DI
AI
DI
DI
AO
AIAIAI
AI AO AI
DO AI AO AI
AO
AO
AO
AO
DO
START/STOP
AI
AI
02
FLOW
DI
DI
AO
AV
AI
02
FLOW
DAMPER
RELIEF AIR
DAMPER
OUTSIDE AIR
VFD
FT
OEM CONTROLLER
VFD
FT
VFD
FT
ALARMSETPOINT ADJUST POWER
MONITORING
COMMUNICATION
TO/FROM BAS (REFER TO
SPECIFICATION)
VFD
FT
OEM CONTROLLER
VFD
FT
VFD
FT
START/STOP ALARMSETPOINT ADJUST POWER
MONITORING
COMMUNICATION
TO/FROM BAS (REFER TO
SPECIFICATION)
R
XC
DI
PDIT
03
PDIT
01
PDIT
02
TV
02A
TV
02B
TV
01A
TV
01B
PDAH PDIT PDIT
ZS
XX
FV
01
ZS
02 01
XX
SYSTEM
FIRE ALARM
FIRE ALARM
(SUPERVISING)
E
SYSTEM INPUT
BAS INPUT
CHWS
C
C
SMOKE ISOLATION
DAMPER
XT
02 XY
01
SYSTEM
FIRE ALARM
FIRE ALARM
(SUPERVISING)
E
SYSTEM INPUT
BAS INPUT
(OPEN)
ZS
10
(CLOSED)
PSH
01
PAH
RPSL
02
TSL
01
R COOLING
COIL
TAH
TAL
TV
03A
ZS
03
ZS
04
PAL
R
PSL
01
TT
XX
MT
XX
TT
03
TV
03B
ZS
05
ZS
06
TT
01
ZS
09
(OPEN)
(CLOSED)
(OPEN)
(CLOSED)
(CLOSED)
(OPEN)
FILTER
FINALPREFILTERCHARCOAL FILTER
(FUTURE)
CHWR
H
C
HEATING
COIL
HWR
HWS
FT
04
ZS
07
FV
01
ZS
08
(CLOSED)
(OPEN)
FT
01
SUPPLY TO SPACERETURN FROM SPACE RELIEFOUTSIDE AIR1. GENERAL
a. THIS SEQUENCE APPLIED TO THE AHU LISTED ON THIS SHEET.
b. ALL SETPOINTS SHALL BE ADJUSTABLE BY AN OPERATOR THROUGH KEY STROKES AT THE OPERATOR WORK STATION.
c. THE BAS SHALL ENSURE EQUAL RUN TIME ON ALL FANS
d. END SWITCHES (ZS-##) SHALL BE MONITIORED TO VERYFY THE OPEN AND CLOSED POSITION OF DAMPERS. TWO END SWITCHES ARE
REQUIRED FOR EACH DAMPER.
e. SEE THE VFD REQUIREMENTS IDENTIFIED ON DRAWINGS M700 AND M704.
f. WHEN THE AHU IS OFF LINE DUE TO BAS SHUTDOWN, A SAFETY SHUT DOWN, AN OPEN DISCONNECTING MEANS, LOSS OF POWER OR ANY
ANOTHER CAUSE, THE CONTROLLED DEVICES SHALL GO TO THEIR FAIL SAFE (DE-ENERGIZED) POSITIONS.
f.a. DAMPERS SHALL CLOSE.
f.b. CHILLED WATER VALVES SHALL CLOSE.
f.c. HOT WATER VALVES SHALL OPEN.
f.d. HUMIDIFIER VALVES (IF EQUIPPED) SHALL CLOSE.
g. LOCATE FLOOR LEVEL WATER LEAK DETECTORS (WATER BUGS) INDICATED BELOW ON EACH SIDE OF THE AHU, I.E. TWO DETECTORS ARE
REQUIRED FOR EACH SECTION INDICATED.
g.a. OUTDOOR AIR INTAKE SECTION
g.b. HOT WATER COIL SECTION
g.c. CHILLED COIL SECTION
g.d. HUMIDFIER SECTION (IF SO EQUIPPED)
h. LOCATED A FLOOR LEVEL WATER LEAK DETECTOR BENEATH THE ELECTRIC HUMIDIFIER (IF SO EQUIPPED).
i. BAS SHALL HAVE START/STOP AND SET POINT ADJUSTMENT AUTHORITY OVER THE FAN ARRAY CONTROLLER. THE FAN ARRAY SHALL BE
CONTROLLED (INDIVIDUAL FAN START/STOP, FAN ROTATIONAL SPEED, VFD SAFETIES, ETC.) BY THE MANUFACTURER'S (OEM) CONTROLLER.
j. THE FIRE ALARM SYSTEM (FAS) SHALL PROVIDE AND MONITOR THE SMOKE DETECTORS (XT-##). IF THERE IS A SMOKE EVENT, THE FAS
SHALL CLOSE THE SMOKE ISOLATION DAMPER (XV-tbd) AND SIGNAL THE BAS. UPON RECEIPT OF SIGNAL FROM THE FAS OR UPON INDICATION
THAT THE SMOKE ISOLATION DAMPER IS NOT OPEN VIA THE ASSOCIATED END SWITCH, THE BAS SHALL INTIATED A SHUTDOWN OF THE
AFFECTED AHU.
2. AHU START UP
a. WHEN IT IS DETERMINED BY THE BAS TO START AN AHU
a.a. THE BAS SHALL OPEN THE DISCHARGE ISOLATION DAMPER (FV-tbd), OPEN THE ENERGY RECOVERY WHEEL BYPASS DAMPER (TV-tbd), AND
OPEN THE OUTDOOR (return tbd) AIR DAMPER (FV-tbd). ALL OTHER DEVICES SHALL REMAIN IN THE FAIL SAFE CONDITION.
a.b. ONCE DAMPER POSITIONS HAVE BEEN ESTABLISHED BY THE ASSOCIATED END SWITCHES, THE BAS SHALL ENABLE THE SUPPLY FAN
ARRAY. ONCE ENABLED, THE SUPPLY FAN ARRAY SHALL BE CONTROLLED IN ACCORD WITH THE ARTICLE SO TITLED BELOW.
b. WHEN THE SUPPLY FAN ARRAY HAS ATTAINED 15% OF THE DESIGN AIR FLOW AND IS CONTINUING TO ACCELERATE, UNDER OEM CONTROL.
TO ACHIEVE SET POINT, THE DISCHARGE AIR CONDITIONS SHALL START TO BE CONTROLLED BY THE BAS AND THE EXHAUST (return tbd) FAN
ARRAY SHALL BE ENABLED BY THE BAS.
b.a. ONCE ENABLED, THE EXHAUST (return tbd) FAN ARRAY SHALL BE CONTROLLED BY THE OEM CONTROLLER IN ACCORD WITH THE ARTICLE
SO TITLED BELOW.
b.b. DISCHARGE CONDITIONS CONTROL SHALL BE IN ACCORD WITH THE ARTICLE SO TITLED BELOW.
c. WHEN IT IS DETERMINE BY THE BAS TO START THE SECOND PARALLEL AHU
c.a. TBD
3. AHU SHUT DOWN
a. WHEN IT IS DETERMINED BY THE BAS THAT A UNIT IS TO BE SHUTDOWN, THE FAN ARRAYS SHALL BE DISABLED, ONCE THE OEM STARTS TO
DECELLERATE THE ARRAYS THE OTHER COMPONENTS SHALL MOVE TO THEIR FAIL SAFE POSITIONS. BAS SHALL CONTROL THE RATE OF
CHANGE OF THE DAMPERS AND VALVES SO THAT 60 SECONDS ELAPSE FROM THE INDICATION THAT FAN ARRAYS DRE DECELERATING TO FAIL
SAFE POSTION OF THE DEVICE. EACH DEVICE WILL BE INDIVIDUALLY CONTROLLED SO THAT THE TIMING OF EACH DEVICE MAY BE
INDEPENDENTLY ADJUSTED.
4. DISCHARGE CONDITIONS CONTROL
a. SEE 1/3 - 2/3 VALVE CONTROL SEQUENCE BELOW
b. HOT WATER VALVES TV-01A (1/3) AND TV-01B (2/3) SHALL MODULATE TO MAINTAIN A MINIMUM DISCHARGE TEMPERATURE OF 53 DEGREES F
AS SENSED BY TEMPERATURE SENSOR/TRANSMITTER TT-01.
c. CHILLED WATER VALVES TV-02A (1/3) AND TV-02B (2/3) SHALL MODULATED TO MAINTAIN A MAXIMUM DISCHARGE TEMPERATURE OF 55
DEGREES F AT TT-01. CHILLED WATER VALVES SHALL NOT OPEN UNLESS THE AIR SIDE ECONOMIZER IS IN ITS MINIMUM OUTDOOR AIR FLOW
MEASURED AND TRANSMITTED BY FT-01.
d. AIR SIDE ECONOMIZER (TV-03A, TV-03B, and TV-03C) DAMPERS SHALL MODULATE TO MAINTAIN A DISCHARGE TEMPERATURE OF 57 DEGREES
MAXIMUM TEMPERATURE AT TT-03.
d.a. IF OUTDOOR AIR TEMPERATURE IS BETWEEN 50 AND 57 DEGREES F, THE ECONOMIZER SHALL OPERATE IN 100% OUTDOOR AIR CONDITION
(TV-03A AND TV-03B ARE OPEN AND TV-03C IS CLOSED)
d.b. IF OUTDOOR AIR IS LESS THAN 50 DEGREES, ECONOMIZER DAMPERS SHALL MODULATE IN CONCERT TO ADJUST THE FLOW OF OUTDOOR
AIR (TV-03B) RETURN AIR (TV-03C) AND RELIEF AIR (TV-03B) TO MAINTAIN THE MAINTAIN 55 DEGREES AT TT-03.
d.c. IF OUTDOOR AIR IS GREATER THAN 57 DEGREES F, THE UNIT SHALL BE OPERATING IN MINIMUM OUTDOOR AIR FLOW RATE INDICATED ON
THE DRAWINGS. THE DAMPERS SHALL BE ADJUSTED TO ENSURE THAT FLOW IS MAINTAINED AT FT-01.
5. SUPPLY FAN ARRAY CONTROL
a. BAS SHALL PROVIDE SET POINT REQUIREMENTS AND SIGNAL THE ACTUAL STATIC PRESSURE MEASUREMENT IN THE RISERS (PDT-tbd) TO
THE OEM CONTROLLER. OEM CONTROLLER SHALL MANAGE ALL FUNCTIONS OF THE ARRAY NECESSARY TO ACHIEVE THE PRESSURE
CONTROL REQUIREMENTS.
b. OEM SHALL DETERMINE THE QUANTITY OF OPERATIONAL FANS AND THE ROTATIONAL SPEED THEREOF NECESSARY TO MAINTAIN THE
STATIC PRESSURE SETPOINT IN RESPONSE TO THE SIGNALS FROM THE BAS AND OPERATE THE ARRAY ACCORDINGLY.
c. INCREASES IN STATIC PRESSURE ABOVE SET POINT SHALL CAUSE A REDUCTION IN AIR FLOW PRODUCED BY THE FAN ARRAY IN ACCORD
WITH THE OEM DETERMINATIONS FOR OPTIMUM ARRANGEMENT OF FAN QUANTITY AND ROTATIONAL SPEED.
d. DECREASES IN STATIC PRESSURE BELOW SET POINT SHALL CAUSE AN INCREASE IN AIR FLOW PRODUCED BY THE FAN ARRAY IN ACCORD
WITH THE OEM DETERMINATIONS FOR OPTIMUM ARRANGEMENT OF FAN QUANTITY AND ROTATIONAL SPEED.
6. STATIC PRESSURE RESET
a. STATIC PRESSURE SET POINT SHALL BE RESET USING TRIM AND RESPOND LOGIC WITHIN A RANGE OF 0.5 INCHES OF WATER COLUMN TO
3.0 INCEST OF WATER COLUMN.
b. EVERY TWO MINUTES, THE STATIC PRESSURE SET POINT SHALL BE ADJUSTED LOWER BY 0.05 INCHES OF WATER COLUMN IF THERE ARE NO
PRESSURE REQUESTS DURING THE PRECEDING PERIOD
c. IF THERE ARE TWO OR MORE PRESSURE REQUESTS AT ANY TIME, INCREASE THE SETPOINT BY 0.05 INCHES OF WATER COLUMN.
d. A PRESSURE REQUEST IS DEFINES A VAV TERMINAL UNIT CONNECTED TO THE RISES TO 90% OF ITS FULL OPEN POSITION (THIS IS NOT TO
BE INTERPRETED AT 90% OF THE DESIGN AIR FLOW, IT IS A DAMPER OPEN POSITION).
e. A PRESSURE REQUEST SHALL CEASE WHEN THE DAMPER POTION ADJUSTS TO 85% OPEN AFTER HAVING REACHED 90% OPEN.
f. LOGIC SHALL HAVE PROPER DAMPENING TO PREVENT HUNTING
7. EXHAUST FAN ARRAY CONTROL
a. BAS SHALL PROVIDE SET POINT REQUIREMENT AND SIGNAL THE ACTUAL SUPPLY AND EXHAUST FLOW RATE (FT-tbd) TO THE OEM
CONTROLLER. OEM CONTROLLER SHALL MANAGE ALL FUNCTIONS OF THE ARRAY NECESSARY TO ACHIEVE THE FLOW CONTROL
REQUIREMENTS.
b. OEM SHALL DETERMINE THE QUANTITY OF OPERATIONAL FANS AND THE ROTATIONAL SPEED THEREOF NECESSARY TO MAINTAIN THE
STATIC PRESSURE SETPOINT IN RESPONSE TO THE SIGNALS FROM THE BAS AND OPERATE THE ARRAY ACCORDINGLY.
c. INCREASES IN EXHAUST FLOW ABOVE REQUIREMENTS SHALL CAUSE A REDUCTION IN AIR FLOW PRODUCED BY THE FAN ARRAY IN ACCORD
WITH THE OEM DETERMINATIONS FOR OPTIMUM ARRANGEMENT OF FAN QUANTITY AND ROTATIONAL SPEED.
d. DECREASES IN FLOW RATE BELOW REQUIREMENT SHALL CAUSE AN INCREASE IN AIR FLOW PRODUCED BY THE FAN ARRAY IN ACCORD
WITH THE OEM DETERMINATIONS FOR OPTIMUM ARRANGEMENT OF FAN QUANTITY AND ROTATIONAL SPEED.
e. INITIAL FLOW SET POINTS ARE: EXHAUST FLOW RATE (EA) IS EQUAL TO 90% OF THE SUPPLY FLOW RATE (SA) LESS ANY DIRECT EXHAUSTS
(DE) FROM THE ZONE. [EA = 0.9 x SA - DE].
8. SAFETIES AND ALARMS
a. THE FOLLOWING SAFETIES SHALL CAUSE THE AHU TO SHUT DOWN
a.a. SMOKE DETECTORS (XT-01, XT-02) INDICATE THE PRESENCE OF SMOKE.
a.b. RETURN FAN SUCTION LOW PRESSURE (PSL-01) IF PRESSURE IS LESS THAN -1.5” H2O (THIS IS A NEGATIVE VALUE)
a.c. SUPPLY FAN SUCTION LOW PRESSURE (PSL-02) IF PRESSURE IS LESS THAN -2.5”H20 (THIS IS A NEGATIVE VALUE).
a.d. SUPPLY FAN DISCHARGE HIGH STATIC (PSH-01) IF PRESSURE IS GREATER THAN 4.0” H2O.
a.e. FREEZE ALARM IF LOW TEMPERATURE IS SENSED ENTERING THE CHILLED WATER COIL BY TSL-01, SET POINT 35 DEGREES f.
b. THE FOLLOWING ALARMS SHALL BE GENERATED THESE DO NOT CAUSE A SHUT-DOWN
a.a. WATER LEAK DETECTORS DESCRIBED ABOVE SHALL GENERATE A MESSAGE “LEEK DETECTED AT AHU-3”
a.b. HIGH AND LOW TEMPERATURE ALARM IF TT-01 IS MORE THAN 10 DEGREES F ABOVE OR BELOW SET POINT WHEN THE AHU IS BEEN
OPERATING.
a.c. HIGH DIFFERENTIAL PRESSURE ALARM IF FILTER SENSORS PDT-01, PDT-02 OF PDT-03 INDICATE A DIFFERENTIAL PRESSURE HIGHER THAN
THE MANUFACTURERS RECOMMENDED DIRTY FILTER DIFFERENTIAL PRESSURE.
a.d. ANY OF THE END SWITCHES INDICATE THAT A DAMPER IS NOT IN THE PROPER POSITION (OPEN OR CLOSED) AS NEEDED BYTHE
CONTROLS SEQUENCE ABOVE
9. MONITORING
a. IN ADDITION TO THE CONTROLLING INSTRUMENTATION IDENTIFIED ABOVE, THE FOLLOWING SHALL BE MONITORED AND DISPLAYED ON THE
GRAPHICS ASSOCIATED WITH THE SEQUENCE OF OPERATION ON THE OPERATORS WORK STATION.
a.a. IN ADDITION TO THE CONTROLLING INSTRUMENTATION IDENTIFIED ABOVE, THE FOLLOWING SHALL BE MONITORED AND DISPLAYED ON
THE GRAPHICS ASSOCIATED WITH THE SEQUENCE OF OPERATION ON THE OPERATORS WORK STATION.
a.b. INSTRUMENTATION
a.c. ALL INSTRUMENTATION INDICATED ON THE FLOW DIAGRAM OR AS IMPLIED IN THE SEQUENCE OF OPERATION
a.d. OEM INFORMATION
a.e. ALL OEM INFORMATION.
10. 1/3- 2/3 VALVE CONTROL
a. 1/3 - 2/3 VALVES SHALL BE OPERATED SUCH THAT WHEN REQUIRED TO MODULATED OPEN THE 1/3 VALVE SHALL OPEN FIRST. ONCE IT IS
FULLY OPEN AND FURTHER INCREASES IN FLOW ARE REQUIRED, THE 2/3 VALVE SHALL START TO OPEN WHILE THE 1/3 VALVE IS MODULATING
CLOSED. VALVES SHALL BE CONTROLLED IN THE SIMULTANEOUSLY OPENING AND CLOSING MODE UNTIL THE 1/3 VALVE IS FULLY CLOSED
WITHOUT LOSS OF FINAL CONTROLLED VARIABLE. THE 2/3 VALVE SHALL CONTINUE TO MODULATE OPEN AS NECESSARY UNTIL IT IS FULLY
OPEN, FURTHER FLOW INCREASE DEMAND WILL CAUSE THE 1/3 VALVE TO MODULATE OPEN.
b. WITH THE 2/3 VALVE FULLY OPEN AND THE 1/3 VALVE MODULATING TO MAINTAIN THE CONTROLLED VARIABLE, IF THE 1/3 VALVE IS FULLY
CLOSED, FURTHER DECREASES IN FLOW DEMAND WILL CAUSE THE 2/3 VALVE TO MODULATE CLOSED. ONCE THE 2/3 VALVE IS 30% OPEN AND
REDUCTIONS IN FLOW ARE REQUIRED, THE 1/3 VALVE SHALL BEGIN TO OPEN WHILE THE 2/3 VALVE MODULATES CLOSED. VALVES SHALL BE
CONTROLLED IN THE SIMULTANEOUSLY CLOSING AND OPENING MODE UNTIL THE 2/3 VALVE IS FULLY CLOSED AND THE 1/3 VALVE IS
MODULATING AS NECESSARY WITHOUT LOSS OF CONTROL OF THE FINAL CONTROLLED VARIABLE.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:30:47 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M707
HVAC AHU-3 CONTROLS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
AHU-4 CONTROL DIAGRAM
VFD
DI
DI
AI DI
DI AI
AI
AO
DODI
DI
DI
DI
AI AIAI
AIAI
AO
DI
DI
AI
AI
DI
DI
AO
AIAI
DO AI AO AI
AO
AO
AO
AO
AO
DIDI
SMOKE ISOLATION
DAMPER
DAMPER
OUTSIDE AIR
VFD
FT
OEM CONTROLLER
VFD
FT
VFD
FT
START/STOP ALARMSETPOINT ADJUST POWER
MONITORING
COMMUNICATION
TO/FROM BAS (REFER TO
SPECIFICATION)
DAMPER
RELIEF AIR
R
R
XC
DI
PDIT
XX
PDIT
XX
FCV
XX
FCV
XX
FCV
XX
FCV
XX
PDIT
XX
ZS
XX
FCD
XX
ZS
XX XT
XX
SYSTEM
FIRE ALARM
FIRE ALARM
(SUPERVISING)
E
SYSTEM INPUT
BAS INPUT
CHWS
C
C
SMOKE ISOLATION
DAMPER
XT
XX FCD
XX
PDIT
XX
SYSTEM
FIRE ALARM
FIRE ALARM
(SUPERVISING)
E
SYSTEM INPUT
BAS INPUT
(OPEN)
ZS
XX
(CLOSED)
PSH
XX
PAH
RPSL
XX
TSL
XX
R COOLING
COIL
TAH
TAL
FCD
XX
PSH
XX
PAL
R
PSL
XX
TT
XX
MT
XX
TT
XX
MT
XX
FCD
XX
ZS
XX
ZS
XX
FT
XX
TT
XX
ZS
XX
(OPEN)
(CLOSED)
(CLOSED)
(OPEN)
FILTER
FINAL
PDAHPDAH
CHARCOAL FILTER
(FUTURE)
CHWR
H
C
HEATING
COIL
HWR
HWS
FCD
XX
ZS
XX
(OPEN)
ZS
XX
(CLOSED)
SUPPLY TO SPACE
RETURN FROM SPACE OUTSIDE AIR1. GENERAL
a. THIS SEQUENCE APPLIED TO THE AHU LISTED ON THIS SHEET.
b. ALL SETPOINTS SHALL BE ADJUSTABLE BY AN OPERATOR THROUGH KEY STROKES AT THE OPERATOR WORK STATION.
c. THE BAS SHALL ENSURE EQUAL RUN TIME ON ALL FANS
d. END SWITCHES (ZS-##) SHALL BE MONITIORED TO VERYFY THE OPEN AND CLOSED POSITION OF DAMPERS. TWO END SWITCHES ARE
REQUIRED FOR EACH DAMPER.
e. SEE THE VFD REQUIREMENTS IDENTIFIED ON DRAWINGS M700 AND M704.
f. WHEN THE AHU IS OFF LINE DUE TO BAS SHUTDOWN, A SAFETY SHUT DOWN, AN OPEN DISCONNECTING MEANS, LOSS OF POWER OR ANY
ANOTHER CAUSE, THE CONTROLLED DEVICES SHALL GO TO THEIR FAIL SAFE (DE-ENERGIZED) POSITIONS.
f.a. DAMPERS SHALL CLOSE.
f.b. CHILLED WATER VALVES SHALL CLOSE.
f.c. HOT WATER VALVES SHALL OPEN.
f.d. HUMIDIFIER VALVES (IF EQUIPPED) SHALL CLOSE.
g. LOCATE FLOOR LEVEL WATER LEAK DETECTORS (WATER BUGS) INDICATED BELOW ON EACH SIDE OF THE AHU, I.E. TWO DETECTORS ARE
REQUIRED FOR EACH SECTION INDICATED.
g.a. OUTDOOR AIR INTAKE SECTION
g.b. HOT WATER COIL SECTION
g.c. CHILLED COIL SECTION
g.d. HUMIDFIER SECTION (IF SO EQUIPPED)
h. LOCATED A FLOOR LEVEL WATER LEAK DETECTOR BENEATH THE ELECTRIC HUMIDIFIER (IF SO EQUIPPED).
i. BAS SHALL HAVE START/STOP AND SET POINT ADJUSTMENT AUTHORITY OVER THE FAN ARRAY CONTROLLER. THE FAN ARRAY SHALL BE
CONTROLLED (INDIVIDUAL FAN START/STOP, FAN ROTATIONAL SPEED, VFD SAFETIES, ETC.) BY THE MANUFACTURER'S (OEM) CONTROLLER.
j. THE FIRE ALARM SYSTEM (FAS) SHALL PROVIDE AND MONITOR THE SMOKE DETECTORS (XT-##). IF THERE IS A SMOKE EVENT, THE FAS
SHALL CLOSE THE SMOKE ISOLATION DAMPER (XV-tbd) AND SIGNAL THE BAS. UPON RECEIPT OF SIGNAL FROM THE FAS OR UPON INDICATION
THAT THE SMOKE ISOLATION DAMPER IS NOT OPEN VIA THE ASSOCIATED END SWITCH, THE BAS SHALL INTIATED A SHUTDOWN OF THE
AFFECTED AHU.
2. AHU START UP
a. WHEN IT IS DETERMINED BY THE BAS TO START AN AHU
a.a. THE BAS SHALL OPEN THE DISCHARGE ISOLATION DAMPER (FV-tbd), OPEN THE ENERGY RECOVERY WHEEL BYPASS DAMPER (TV-tbd), AND
OPEN THE OUTDOOR (return tbd) AIR DAMPER (FV-tbd). ALL OTHER DEVICES SHALL REMAIN IN THE FAIL SAFE CONDITION.
a.b. ONCE DAMPER POSITIONS HAVE BEEN ESTABLISHED BY THE ASSOCIATED END SWITCHES, THE BAS SHALL ENABLE THE SUPPLY FAN
ARRAY. ONCE ENABLED, THE SUPPLY FAN ARRAY SHALL BE CONTROLLED IN ACCORD WITH THE ARTICLE SO TITLED BELOW.
b. WHEN THE SUPPLY FAN ARRAY HAS ATTAINED 15% OF THE DESIGN AIR FLOW AND IS CONTINUING TO ACCELERATE, UNDER OEM CONTROL.
TO ACHIEVE SET POINT, THE DISCHARGE AIR CONDITIONS SHALL START TO BE CONTROLLED BY THE BAS AND THE EXHAUST (return tbd) FAN
ARRAY SHALL BE ENABLED BY THE BAS.
b.a. ONCE ENABLED, THE EXHAUST (return tbd) FAN ARRAY SHALL BE CONTROLLED BY THE OEM CONTROLLER IN ACCORD WITH THE ARTICLE
SO TITLED BELOW.
b.b. DISCHARGE CONDITIONS CONTROL SHALL BE IN ACCORD WITH THE ARTICLE SO TITLED BELOW.
c. WHEN IT IS DETERMINE BY THE BAS TO START THE SECOND PARALLEL AHU
c.a. TBD
3. AHU SHUT DOWN
a. WHEN IT IS DETERMINED BY THE BAS THAT A UNIT IS TO BE SHUTDOWN, THE FAN ARRAYS SHALL BE DISABLED, ONCE THE OEM STARTS TO
DECELLERATE THE ARRAYS THE OTHER COMPONENTS SHALL MOVE TO THEIR FAIL SAFE POSITIONS. BAS SHALL CONTROL THE RATE OF
CHANGE OF THE DAMPERS AND VALVES SO THAT 60 SECONDS ELAPSE FROM THE INDICATION THAT FAN ARRAYS DRE DECELERATING TO FAIL
SAFE POSTION OF THE DEVICE. EACH DEVICE WILL BE INDIVIDUALLY CONTROLLED SO THAT THE TIMING OF EACH DEVICE MAY BE
INDEPENDENTLY ADJUSTED.
4. DISCHARGE CONDITIONS CONTROL
a. SEE 1/3 - 2/3 VALVE CONTROL SEQUENCE BELOW
b. HOT WATER VALVES TV-01A (1/3) AND TV-01B (2/3) SHALL MODULATE TO MAINTAIN A MINIMUM DISCHARGE TEMPERATURE OF 53 DEGREES F
AS SENSED BY TEMPERATURE SENSOR/TRANSMITTER TT-01.
c. CHILLED WATER VALVES TV-02A (1/3) AND TV-02B (2/3) SHALL MODULATED TO MAINTAIN A MAXIMUM DISCHARGE TEMPERATURE OF 55
DEGREES F AT TT-01. CHILLED WATER VALVES SHALL NOT OPEN UNLESS THE AIR SIDE ECONOMIZER IS IN ITS MINIMUM OUTDOOR AIR FLOW
MEASURED AND TRANSMITTED BY FT-01.
d. AIR SIDE ECONOMIZER (TV-03A, TV-03B, and TV-03C) DAMPERS SHALL MODULATE TO MAINTAIN A DISCHARGE TEMPERATURE OF 57 DEGREES
MAXIMUM TEMPERATURE AT TT-03.
d.a. IF OUTDOOR AIR TEMPERATURE IS BETWEEN 50 AND 57 DEGREES F, THE ECONOMIZER SHALL OPERATE IN 100% OUTDOOR AIR CONDITION
(TV-03A AND TV-03B ARE OPEN AND TV-03C IS CLOSED)
d.b. IF OUTDOOR AIR IS LESS THAN 50 DEGREES, ECONOMIZER DAMPERS SHALL MODULATE IN CONCERT TO ADJUST THE FLOW OF OUTDOOR
AIR (TV-03B) RETURN AIR (TV-03C) AND RELIEF AIR (TV-03B) TO MAINTAIN THE MAINTAIN 55 DEGREES AT TT-03.
e. d.c. IF OUTDOOR AIR IS GREATER THAN 57 DEGREES F, THE UNIT SHALL BE OPERATING IN MINIMUM OUTDOOR AIR FLOW RATE INDICATED
ON THE DRAWINGS. THE DAMPERS SHALL BE ADJUSTED TO ENSURE THAT FLOW IS MAINTAINED AT FT-01.
5. SUPPLY FAN ARRAY CONTROL
a. BAS SHALL PROVIDE SET POINT REQUIREMENST AND SIGNAL THE ACTUAL STATIC PRESSURE MEASUREMENT IN THE RISERS (PDT-tbd) TO
THE OEM CONTROLLER. OEM CONTROLLER SHALL MANAGE ALL FUNCTIONS OF THE ARRAY NECESSARY TO ACHIEVE THE PRESSURE
CONTROL REQUIREMENTS.
b. OEM SHALL DETERMINE THE QUANTITY OF OPERATIONAL FANS AND THE ROTATIONAL SPEED THEREOF NECESSARY TO MAINTAIN THE
STATIC PRESSURE SETPOINT IN RESPONSE TO THE SIGNALS FROM THE BAS AND OPERATE THE ARRAY ACCORDINGLY.
c. INCREASES IN STATIC PRESSURE ABOVE SET POINT SHALL CAUSE A REDUCTION IN AIR FLOW PRODUCED BY THE FAN ARRAY IN ACCORD
WITH THE OEM DETERMINATIONS FOR OPTIMUM ARRANGEMENT OF FAN QAUNTITY AND ROTATIONAL SPEED.
d. DECREASES IN STATIC PRESSURE BELOW SET POINT SHALL CAUSE AN INCREASE IN AIR FLOW PRODUCED BY THE FAN ARRAY IN ACCORD
WITH THE OEM DETERMINATIONS FOR OPTIMUM ARRANGEMENT OF FAN QAUNTITY AND ROTATIONAL SPEED.
6. STATIC PRESSURE RESET
a. STATIC PRESSURE SET POINT SHALL BE RESET USING TRIM AND RESPOND LOGIC WITHIN A RANGE OF 0.5 INCHES OF WATER COLUMN TO
3.0 INCHES OF WATER COLUMN.
b. EVERY TWO MINUTES, THE STATIC PRESSURE SET POINT SHALL BE ADJUSTED LOWER BY 0.05 INCHES OF WATER COLUMN IF THERE ARE NO
PRESSURE REQUESTS DURING THE PRECEDING PERIOD
c. IF THERE ARE TWO OR MORE PRESSURE REQUESTS AT ANY TIME, INCREASE THE SETPOINT BY 0.05 INCHES OF WATER COLUMN.
d. A PRESSURE REQUEST IS DEFINES A VAV TERMINAL UNIT CONNECTED TO THE RISES TO 90% OF ITS FULL OPEN POSITION (THIS IS NOT TO
BE INTERPRETED AT 90% OF THE DESIGN AIR FLOW, IT IS A DAMPER OPEN POSITION).
e. A PRESSURE REQUEST SHALL CEASE WHEN THE DAMPER POSITION ADJUSTS TO 85% OPEN AFTER HAVING REACHED 90% OPEN.
f. LOGIC SHALL HAVE PROPER DAMPENING TO PREVENT HUNTING
7. RETURN FAN CONTROL
a. RETURN FAN SHALL TRACK NEW SUPPLY FAN FOW2 RATE. RETURN FLOW SHALL BE MEASURED BY FT-01.
b. INITIAL FLOW SET POINTS ARE: RETURN FLOW RATE (EA) IS EQUAL TO 90% OF THE SUPPLY FLOW RATE (RA) LESS ANY DIRECT EXHAUSTS
(DE) FROM THE ZONE. [RA = 0.9 x SA - DE].
8. SAFETIES AND ALARMS
a. THE FOLLOWING SAFETIES SHALL CAUSE THE AHU TO SHUT DOWN
a.a. SMOKE DETECTORS (XT-01, XT-02) INDICATE THE PRESENCE OF SMOKE.
a.b. RETURN FAN SUCTION LOW PRESSURE (PSL-01) IF PRESSURE IS LESS THAN -1.5” H2O (THIS IS A NEGATIVE VALUE)
a.c. SUPPLY FAN SUCTION LOW PRESSURE (PSL-02) IF PRESSURE IS LESS THAN -2.5”H20 (THIS IS A NEGATIVE VALUE).
a.d. SUPPLY FAN DISCHARGE HIGH STATIC (PSH-01) IF PRESSURE IS GREATER THAN 4.0” H2O.
a.e. FREEZE ALARM IF LOW TEMPERATURE IS SENSED ENTERING THE CHILLED WATER COIL BY TSL-01, SET POINT 35 DEGREES f.
a.f.
b. THE FOLLOWING ALARMS SHALL BE GENERATED, THESE DO NOT CAUSE A SHUTDOWN
a.a. WATER LEAK DETECTORS DESCRIBED ABOVE SHALL GENERATE A MESSAGE “LEEK DETECTED AT AHU-3”
a.b. HIGH AND LOW TEMPERATURE ALARM IF TT-01 IS MORE THAN 10 DEGREES F ABOVE OR BELOW SET POINT WHEN THE AHU IS BEEN
OPERATING.
a.c. HIGH DIFFERENTIAL PRESSURE ALARM IF FILTER SENSORS PDT-01, PDT-02 OF PDT-03 INDICATE A DIFFERENTIAL PRESSURE HIGHER THAN
THE MANUFACTURERS RECOMMENDED DIRTY FILTER DIFFERENTIAL PRESSURE.
a.d. ANY OF THE END SWITCHES INDICATE THAT A DAMPER IS NOT IN THE PROPER POSITION (OPEN OR CLOSED) AS NEEDED BYTHE
CONTROLS SEQUENCE ABOVE
9. MONITORING
a. IN ADDITION TO THE CONTROLLING INSTRUMENTATION IDENTIFIED ABOVE, THE FOLLOWING SHALL BE MONITORED AND DISPLAYED ON THE
GRAPHICS ASSOCIATED WITH THE SEQUENCE OF OPERATION ON THE OPERATORS WORK STATION.
a.a. IN ADDITION TO THE CONTROLLING INSTRUMENTATION IDENTIFIED ABOVE, THE FOLLOWING SHALL BE MONITORED AND DISPLAYED ON
THE GRAPHICS ASSOCIATED WITH THE SEQUENCE OF OPERATION ON THE OPERATORS WORK STATION.
a.b. INSTRUMENTATION
a.c. ALL INSTRUMENTATION INDICATED ON THE FLOW DIAGRAM OR AS IMPLIED IN THE SEQUENCE OF OPERATION
a.d. OEM INFORMATION
a.e. ALL OEM INFORMATION.
10. 1/3- 2/3 VALVE CONTROL
a. 1/3 - 2/3 VALVES SHALL BE OPERATED SUCH THAT WHEN REQUIRED TO MODULATED OPEN THE 1/3 VALVE SHALL OPEN FIRST. ONCE IT IS
FULLY OPEN AND FURTHER INCREASES IN FLOW ARE REQUIRED, THE 2/3 VALVE SHALL START TO OPEN WHILE THE 1/3 VALVE IS MODULATING
CLOSED. VALVES SHALL BE CONTROLLED IN THE SIMULTANEOUSLY OPENING AND CLOSING MODE UNTIL THE 1/3 VALVE IS FULLY CLOSED
WITHOUT LOSS OF FINAL CONTROLLED VARIABLE. THE 2/3 VALVE SHALL CONTINUE TO MODULATE OPEN AS NECESSARY UNTIL IT IS FULLY
OPEN, FURTHER FLOW INCREASE DEMAND WILL CAUSE THE 1/3 VALVE TO MODULATE OPEN.
b. WITH THE 2/3 VALVE FULLY OPEN AND THE 1/3 VALVE MODULATING TO MAINTAIN THE CONTROLLED VARIABLE, IF THE 1/3 VALVE IS FULLY
CLOSED, FURTHER DECREASES IN FLOW DEMAND WILL CAUSE THE 2/3 VALVE TO MODULATE CLOSED. ONCE THE 2/3 VALVE IS 30% OPEN AND
REDUCTIONS IN FLOW ARE REQUIRED, THE 1/3 VALVE SHALL BEGIN TO OPEN WHILE THE 2/3 VALVE MODULATES CLOSED. VALVES SHALL BE
CONTROLLED IN THE SIMULTANEOUSLY CLOSING AND OPENING MODE UNTIL THE 2/3 VALVE IS FULLY CLOSED AND THE 1/3 VALVE IS
MODULATING AS NECESSARY WITHOUT LOSS OF CONTROL OF THE FINAL CONTROLLED VARIABLE.RELIEF AIRTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NTS
4/5/2018 6:30:53 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M708
HVAC AHU-4 CONTROLS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
AHU-5 CONTROL DIAGRAMVFDDIDIAIAODIDIAIAIAOAIAIAOAODIAODO AI AO AIRF3DODIAIAODIAIDIDIAIAODIAIDIAI AIAIAIAIAIAIAOAOAOOEM CONTROLLERSTART/STOPALARMSETPOINT ADJUST POWERMONITORINGCOMMUNICATIONTO/FROM BAS (REFER TOSPECIFICATION)RRFCVXXPDITXXPDITXXPDITXXPDITXXPDITXXFCVXXFCVXXFCVXXFCVXXHWSCCPSHXXPAHRPSLXXHEATINGCOILTAHTALPALRTTXXHWRCCCOOLINGCOILPSHXXPSLXXTTXXMTXXFCDXXPDAHPREFILTERPDAHFCDXXFCDXXCHWSCHWRPDAHPREFILTERPDAHPDAHBURNERTSXXNATURAL GASTEXXTEXXTTXXMTXXFCDXXSMOKE ISOLATIONDAMPERPDITXX(OPEN)(CLOSED)ZS03ZS04XV01SYSTEMFIRE ALARMFIRE ALARM(SUPERVISING)ESYSTEM INPUTBAS INPUTXT01SMOKE ISOLATIONDAMPERPDITXX(OPEN)(CLOSED)ZS03ZS04XV01SYSTEMFIRE ALARMFIRE ALARM(SUPERVISING)ESYSTEM INPUTBAS INPUTXT01SUPPLY TO SPACERETURN FROM SPACEOUTSIDE AIROUTSIDE AIREXHAUST AIRVFDVFD1. GENERALa. THIS SEQUENCE APPLIED TO THE AHU LISTED ON THIS SHEET.b. ALL SETPOINTS SHALL BE ADJUSTABLE BY AN OPERATOR THROUGH KEY STROKES AT THE OPERATOR WORK STATION.c. THE BAS SHALL ENSURE EQUAL RUN TIME ON ALL FANSd. END SWITCHES (ZS-##) SHALL BE MONITIORED TO VERYFY THE OPEN AND CLOSED POSITION OF DAMPERS. TWO END SWITCHES AREREQUIRED FOR EACH DAMPER.e. SEE THE VFD REQUIREMENTS IDENTIFIED ON DRAWINGS M700 AND M704.f. WHEN THE AHU IS OFF LINE DUE TO BAS SHUTDOWN, A SAFETY SHUT DOWN, AN OPEN DISCONNECTING MEANS, LOSS OF POWER OR ANYANOTHER CAUSE, THE CONTROLLED DEVICES SHALL GO TO THEIR FAIL SAFE (DE-ENERGIZED) POSITIONS.f.a. DAMPERS SHALL CLOSE.f.b. CHILLED WATER VALVES SHALL CLOSE.f.c. HOT WATER VALVES SHALL OPEN.f.d. HUMIDIFIER VALVES (IF EQUIPPED) SHALL CLOSE.g. LOCATE FLOOR LEVEL WATER LEAK DETECTORS (WATER BUGS) INDICATED BELOW ON EACH SIDE OF THE AHU, I.E. TWO DETECTORS AREREQUIRED FOR EACH SECTION INDICATED.g.a. OUTDOOR AIR INTAKE SECTIONg.b. HOT WATER COIL SECTIONg.c. CHILLED COIL SECTIONg.d. HUMIDFIER SECTION (IF SO EQUIPPED)h. LOCATED A FLOOR LEVEL WATER LEAK DETECTOR BENEATH THE ELECTRIC HUMIDIFIER (IF SO EQUIPPED).i. BAS SHALL HAVE START/STOP AND SET POINT ADJUSTMENT AUTHORITY OVER THE FAN ARRAY CONTROLLER. THE FAN ARRAY SHALL BECONTROLLED (INDIVIDUAL FAN START/STOP, FAN ROTATIONAL SPEED, VFD SAFETIES, ETC.) BY THE MANUFACTURER'S (OEM) CONTROLLER.j. THE FIRE ALARM SYSTEM (FAS) SHALL PROVIDE AND MONITOR THE SMOKE DETECTORS (XT-##). IF THERE IS A SMOKE EVENT, THE FASSHALL CLOSE THE SMOKE ISOLATION DAMPER (XV-tbd) AND SIGNAL THE BAS. UPON RECEIPT OF SIGNAL FROM THE FAS OR UPON INDICATIONTHAT THE SMOKE ISOLATION DAMPER IS NOT OPEN VIA THE ASSOCIATED END SWITCH, THE BAS SHALL INTIATED A SHUTDOWN OF THEAFFECTED AHU.2. AHU START UPa. WHEN IT IS DETERMINED BY THE BAS TO START AN AHUa.a. THE BAS SHALL OPEN THE DISCHARGE ISOLATION DAMPER (FV-tbd), OPEN THE ENERGY RECOVERY WHEEL BYPASS DAMPER (TV-tbd), ANDOPEN THE OUTDOOR (return tbd) AIR DAMPER (FV-tbd). ALL OTHER DEVICES SHALL REMAIN IN THE FAIL SAFE CONDITION.a.b. ONCE DAMPER POSITIONS HAVE BEEN ESTABLISHED BY THE ASSOCIATED END SWITCHES, THE BAS SHALL ENABLE THE SUPPLY FANARRAY. ONCE ENABLED, THE SUPPLY FAN ARRAY SHALL BE CONTROLLED IN ACCORD WITH THE ARTICLE SO TITLED BELOW.b. WHEN THE SUPPLY FAN ARRAY HAS ATTAINED 15% OF THE DESIGN AIR FLOW AND IS CONTINUING TO ACCELERATE, UNDER OEM CONTROL.TO ACHIEVE SET POINT, THE DISCHARGE AIR CONDITIONS SHALL START TO BE CONTROLLED BY THE BAS AND THE EXHAUST (return tbd) FANARRAY SHALL BE ENABLED BY THE BAS.b.a. ONCE ENABLED, THE EXHAUST (return tbd) FAN ARRAY SHALL BE CONTROLLED BY THE OEM CONTROLLER IN ACCORD WITH THE ARTICLESO TITLED BELOW.b.b. DISCHARGE CONDITIONS CONTROL SHALL BE IN ACCORD WITH THE ARTICLE SO TITLED BELOW.c. WHEN IT IS DETERMINE BY THE BAS TO START THE SECOND PARALLEL AHUc.a. TBD3. AHU SHUT DOWNa. WHEN IT IS DETERMINED BY THE BAS THAT A UNIT IS TO BE SHUTDOWN, THE FAN ARRAYS SHALL BE DISABLED, ONCE THE OEM STARTS TODECELLERATE THE ARRAYS THE OTHER COMPONENTS SHALL MOVE TO THEIR FAIL SAFE POSITIONS. BAS SHALL CONTROL THE RATE OFCHANGE OF THE DAMPERS AND VALVES SO THAT 60 SECONDS ELAPSE FROM THE INDICATION THAT FAN ARRAYS DRE DECELERATING TO FAILSAFE POSTION OF THE DEVICE. EACH DEVICE WILL BE INDIVIDUALLY CONTROLLED SO THAT THE TIMING OF EACH DEVICE MAY BEINDEPENDENTLY ADJUSTED.4. DISCHARGE CONDITIONS CONTROLa. SEE 1/3 - 2/3 VALVE CONTROL SEQUENCE BELOWb. HOT WATER VALVES TV-01A (1/3) AND TV-01B (2/3) SHALL MODULATE TO MAINTAIN A MINIMUM DISCHARGE TEMPERATURE OF 53 DEGREES FAS SENSED BY TEMPERATURE SENSOR/TRANSMITTER TT-01.c. CHILLED WATER VALVES TV-02A (1/3) AND TV-02B (2/3) SHALL MODULATED TO MAINTAIN A MAXIMUM DISCHARGE TEMPERATURE OF 55DEGREES F AT TT-01. CHILLED WATER VALVES SHALL NOT OPEN UNLESS THE AIR SIDE ECONOMIZER IS IN ITS MINIMUM OUTDOOR AIR FLOWMEASURED AND TRANSMITTED BY FT-01.d. AIR SIDE ECONOMIZER (TV-03A, TV-03B, and TV-03C) DAMPERS SHALL MODULATE TO MAINTAIN A DISCHARGE TEMPERATURE OF 57 DEGREESMAXIMUM TEMPERATURE AT TT-03.d.a. IF OUTDOOR AIR TEMPERATURE IS BETWEEN 50 AND 57 DEGREES F, THE ECONOMIZER SHALL OPERATE IN 100% OUTDOOR AIR CONDITION(TV-03A AND TV-03B ARE OPEN AND TV-03C IS CLOSED)d.b. IF OUTDOOR AIR IS LESS THAN 50 DEGREES, ECONOMIZER DAMPERS SHALL MODULATE IN CONCERT TO ADJUST THE FLOW OF OUTDOORAIR (TV-03B) RETURN AIR (TV-03C) AND RELIEF AIR (TV-03B) TO MAINTAIN THE MAINTAIN 55 DEGREES AT TT-03.d.c. IF OUTDOOR AIR IS GREATER THAN 57 DEGREES F, THE UNIT SHALL BE OPERATING IN MINIMUM OUTDOOR AIR FLOW RATE INDICATEDON THE DRAWINGS. THE DAMPERS SHALL BE ADJUSTED TO ENSURE THAT FLOW IS MAINTAINED AT FT-01.5. SUPPLY FAN ARRAY CONTROLa. BAS SHALL PROVIDE SET POINT REQUIREMENST AND SIGNAL THE ACTUAL STATIC PRESSURE MEASUREMENT IN THE RISERS (PDT-tbd) TOTHE OEM CONTROLLER. OEM CONTROLLER SHALL MANAGE ALL FUNCTIONS OF THE ARRAY NECESSARY TO ACHIEVE THE PRESSURECONTROL REQUIREMENTS.b. OEM SHALL DETERMINE THE QUANTITY OF OPERATIONAL FANS AND THE ROTATIONAL SPEED THEREOF NECESSARY TO MAINTAIN THESTATIC PRESSURE SETPOINT IN RESPONSE TO THE SIGNALS FROM THE BAS AND OPERATE THE ARRAY ACCORDINGLY.c. INCREASES IN STATIC PRESSURE ABOVE SET POINT SHALL CAUSE A REDUCTION IN AIR FLOW PRODUCED BY THE FAN ARRAY IN ACCORDWITH THE OEM DETERMINATIONS FOR OPTIMUM ARRANGEMENT OF FAN QAUNTITY AND ROTATIONAL SPEED.d. DECREASES IN STATIC PRESSURE BELOW SET POINT SHALL CAUSE AN INCREASE IN AIR FLOW PRODUCED BY THE FAN ARRAY IN ACCORDWITH THE OEM DETERMINATIONS FOR OPTIMUM ARRANGEMENT OF FAN QAUNTITY AND ROTATIONAL SPEED. 6. STATIC PRESSURE RESETa. STATIC PRESSURE SET POINT SHALL BE RESET USING TRIM AND RESPOND LOGIC WITHIN A RANGE OF 0.5 INCHES OF WATER COLUMN TO3.0 INCES OF WATER COLUMN.b. EVERY TWO MINUTES, THE STATIC PRESSURE SET POINT SHALL BE ADJUSTED LOWER BY 0.05 INCHES OF WATER COLUMN IF THERE ARE NOPRESSURE REQUESTS DURING THE PRECEDING PERIODc. IF THERE ARE TWO OR MORE PRESSURE REQUESTS AT ANY TIME, INCREASE THE SETPOINT BY 0.05 INCHES OF WATER COLUMN.d. A PRESSURE REQUEST IS DEFINES A VAV TERMINAL UNIT CONNECTED TO THE RISES TO 90% OF ITS FULL OPEN POSITION (THIS IS NOT TOBE INTERPRETED AT 90% OF THE DESIGN AIR FLOW, IT IS A DAMPER OPEN POSITION).e. A PRESSURE REQUEST SHALL CEASE WHEN THE DAMPER POSTION ADJUSTS TO 85% OPEN AFTER HAVING REACHED 90% OPEN.f. LOGIC SHALL HAVE PROPER DAMPENING TO PREVENT HUNTING 7. EXHAUST FAN ARRAY CONTROLa. BAS SHALL PROVIDE SET POINT REQUIREMENT AND SIGNAL THE ACTUAL SUPPLY AND EXHAUST FLOW RATE (FT-tbd) TO THE OEMCONTROLLER. OEM CONTROLLER SHALL MANAGE ALL FUNCTIONS OF THE ARRAY NECESSARY TO ACHIEVE THE FLOW CONTROLREQUIREMENTS.b. OEM SHALL DETERMINE THE QUANTITY OF OPERATIONAL FANS AND THE ROTATIONAL SPEED THEREOF NECESSARY TO MAINTAIN THESTATIC PRESSURE SETPOINT IN RESPONSE TO THE SIGNALS FROM THE BAS AND OPERATE THE ARRAY ACCORDINGLY.c. INCREASES IN EXHAUST FLOW ABOVE REQUIREMENTS SHALL CAUSE A REDUCTION IN AIR FLOW PRODUCED BY THE FAN ARRAY IN ACCORDWITH THE OEM DETERMINATIONS FOR OPTIMUM ARRANGEMENT OF FAN QAUNTITY AND ROTATIONAL SPEED.d. DECREASES IN FLOW RATE BELOW REQUIREMENST SHALL CAUSE AN INCREASE IN AIR FLOW PRODUCED BY THE FAN ARRAY IN ACCORDWITH THE OEM DETERMINATIONS FOR OPTIMUM ARRANGEMENT OF FAN QAUNTITY AND ROTATIONAL SPEED.e. INITAIL FLOW SET POINTS ARE: EXHAUST FLOW RATE (EA) IS EQUAL TO 90% OF THE SUPPLY FLOW RATE (SA) LESS ANY DIRECT EXHAUSTS(DE) FROM THE ZONE. [EA = 0.9 x SA - DE]. 8. SAFETIES AND ALARMSa. THE FOLLOWING SAFETIES SHALL CAUSE THE AHU TO SHUT DOWNa.a. SMOKE DETECTORS (XT-01, XT-02) INDICATE THE PRESENCE OF SMOKE.a.b. RETURN FAN SUCTION LOW PRESSURE (PSL-01) IF PRESSURE IS LESS THAN -1.5” H2O (THIS IS A NEGATIVE VALUE)a.c. SUPPLY FAN SUCTION LOW PRESSURE (PSL-02) IF PRESSURE IS LESS THAN -2.5”H20 (THIS IS A NEGATIVE VALUE).a.d. SUPPLY FAN DISCHARGE HIGH STATIC (PSH-01) IF PRESSURE IS GREATER THAN 4.0” H2O.a.e. FREEZE ALARM IF LOW TEMPERATURE IS SENSED ENTERING THE CHILLED WATER COIL BY TSL-01, SET POINT 35 DEGREES f.b. THE FOLLOWING ALARMS SHALL BE GENERATED, THESE DO NOT CAUSE A SHUTDOWNa.a. WATER LEAK DETECTORS DESCRIBED ABOVE SHALL GENERATE A MESSAGE “LEEK DETECTED AT AHU-3”a.b. HIGH AND LOW TEMPERATURE ALARM IF TT-01 IS MORE THAN 10 DEGREES F ABOVE OR BELOW SET POINT WHEN THE AHU IS BEENOPERATING.a.c. HIGH DIFFERENTIAL PRESSURE ALARM IF FILTER SENSORS PDT-01, PDT-02 OF PDT-03 INDICATE A DIFFERENTIAL PRESSURE HIGHER THANTHE MANUFACTURERS RECOMMENDED DIRTY FILTER DIFFERENTIAL PRESSURE.a.d. ANY OF THE END SWITCHES INDICATE THAT A DAMPER IS NOT IN THE PROPER POSITION (OPEN OR CLOSED) AS NEEDED BYTHECONTROLS SEQUENCE ABOVE 9. MONITORINGa. IN ADDITION TO THE CONTROLLING INSTRUMENTATION IDENTIFIED ABOVE, THE FOLLOWING SHALL BE MONITORED AND DISPLAYED ON THEGRAPHICS ASSOCIATED WITH THE SEQUENCE OF OPERATION ON THE OPERATORS WORK STATION.a.a. INSTRUMENTATIONa.b. ALL INSTRUMENTATION INDICATED ON THE FLOW DIAGRAM OR AS IMPLIED IN THE SEQUENCE OF OPERATIONa.c. OEM INFORMATIONa.d. ALL OEM INFORMATION.10. 1/3- 2/3 VALVE CONTROLa. 1/3 - 2/3 VALVES SHALL BE OPERATED SUCH THAT WHEN REQUIRED TO MODULATED OPEN THE 1/3 VALVE SHALL OPEN FIRST. ONCE IT ISFULLY OPEN AND FURTHER INCREASES IN FLOW ARE REQUIRED, THE 2/3 VALVE SHALL START TO OPEN WHILE THE 1/3 VALVE IS MODULATINGCLOSED. VALVES SHALL BE CONTROLLED IN THE SIMULTANEOUSLY OPENING AND CLOSING MODE UNTIL THE 1/3 VALVE IS FULLY CLOSEDWITHOUT LOSS OF FINAL CONTROLLED VARIABLE. THE 2/3 VALVE SHALL CONTINUE TO MODULATE OPEN AS NECESSARY UNTIL IT IS FULLYOPEN, FURTHER FLOW INCREASE DEMAND WILL CAUSE THE 1/3 VALVE TO MODULATE OPEN.b. WITH THE 2/3 VALVE FULLY OPEN AND THE 1/3 VALVE MODULATING TO MAINTAIN THE CONTROLLED VARIABLE, IF THE 1/3 VALVE IS FULLYCLOSED, FURTHER DECREASES IN FLOW DEMAND WILL CAUSE THE 2/3 VALVE TO MODULATE CLOSED. ONCE THE 2/3 VALVE IS 30% OPEN ANDREDUCTIONS IN FLOW ARE REQUIRED, THE 1/3 VALVE SHALL BEGIN TO OPEN WHILE THE 2/3 VALVE MODULATES CLOSED. VALVES SHALL BECONTROLLED IN THE SIMULTANEOUSLY CLOSING AND OPENING MODE UNTIL THE 2/3 VALVE IS FULLY CLOSED AND THE 1/3 VALVE ISMODULATING AS NECESSARY WITHOUT LOSS OF CONTROL OF THE FINAL CONTROLLED VARIABLE.THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 NTS4/5/2018 12:49:15 PMC:\Users\cstellberger\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_cstellberger.rvt4786.000M709HVAC AHU-5 CONTROLSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018NO. DATE DESCRIPTION
DN
23 21 20 19 18 17 16 15 14 13 12 11 10 9282726252422
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
??
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
??
?
?
?
?
?
?
?
007V
SOUTH ENTRY
VESTIBULE
005
SC SECURE STACKS
?
?
?
?
?
?
?
?EL001
ELEVATOR 1
EL003
ELEVATOR 3
?
?
ST002
STAIR 2
ST001
STAIR 1
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
007
SOUTH ENTRY
?
?
ST003
STAIR 3 (OCULUS)
?
?
?
?
?
?
?
?
001D
CENTRAL SERVICE
POINT
?
??
?
?
?
?
?
?
?
?
?
?
?
MAX CFM: 800
MIN CFM: 20
AHU: AHU-4
TERMINAL UNIT: VAV-9
MAX CFM: 140
MIN CFM: 100
AHU: AHU-1,2
TERMINAL UNIT: VAV-6
MAX CFM: 140
MIN CFM: 100
AHU: AHU-1,2
TERMINAL UNIT: VAV-7
MAX CFM: 120
MIN CFM: 120
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
MAX CFM: 60
MIN CFM: 60
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
MAX CFM: 120
MIN CFM: 75
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
MAX CFM: 130
MIN CFM: 130
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
MAX CFM: 360
MIN CFM: 125
AHU: AHU-1,2
TERMINAL UNIT: VAV-3
MAX CFM: 360
MIN CFM: 125
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 195
MIN CFM: 135
AHU: AHU-1,2
TERMINAL UNIT: VAV-7
MAX CFM: 390
MIN CFM: 150
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 520
MIN CFM: 125
AHU: AHU-1,2
TERMINAL UNIT: VAV-3
MAX CFM: 220
MIN CFM: 90
AHU: AHU-1,2
TERMINAL UNIT: VAV-7
MAX CFM: 270
MIN CFM: 70
AHU: AHU-1,2
TERMINAL UNIT: VAV-7
MAX CFM: 675
MIN CFM: 175
AHU: AHU-1,2
TERMINAL UNIT: VAV-8
MAX CFM: 675
MIN CFM: 175
AHU: AHU-1,2
TERMINAL UNIT: VAV-8
MAX CFM: 675
MIN CFM: 175
AHU: AHU-1,2
TERMINAL UNIT: VAV-8
MAX CFM: 675
MIN CFM: 175
AHU: AHU-1,2
TERMINAL UNIT: VAV-8
MAX CFM: 650
MIN CFM: 320
AHU: AHU-1,2
TERMINAL UNIT: VAV-3
MAX CFM: 520
MIN CFM: 250
AHU: AHU-1,2
TERMINAL UNIT: VAV-3
MAX CFM: 140
MIN CFM: 100
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
VESTIBULE
STAIRWAY & ELEVATOR
STAIRWAY & ELEVATOR
TELECOM & ELECTRICAL ROOMS
STAIRWAY & ELEVATOR
MISCELLANEOUS
MISCELLANEOUS MISCELLANEOUS
SHAFT
VESTIBULE
MECHANICAL
MAX CFM: 225
MIN CFM: 70
AHU: AHU-1,2
TERMINAL UNIT: VAV-7
MAX CFM: 60
MIN CFM: 50
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
MAX CFM: 400
MIN CFM: 200
AHU: AHU-1,2
TERMINAL UNIT: VAV-7
MAX CFM: 400
MIN CFM: 200
AHU: AHU-1,2
TERMINAL UNIT: VAV-7
MAX CFM: 3035
MIN CFM: 2300
AHU: AHU-5
TERMINAL UNIT: VAV-1SC
MAX CFM: 4200
MIN CFM: 3150
AHU: AHU-5
TERMINAL UNIT: VAV-5SC
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:31:17 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M900G1
HVAC LEVEL G SOUTH
ZONING PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 HVAC ZONING - LEVEL G - SOUTH
NO. DATE DESCRIPTION
12 11 10 9 8 7 6 3 2 - 1
D
D.9
F.3
H
J
- K
EXK
4
E.5
5
D.4
G
1.7
D.3
C.9
D.8
E
F
E.7
C
D.1
B
E.3
E.6
G.6
1
K.1
K
015
GENERAL
COLLECTIONS
012
DIGITAL MEDIA HUB
013
SUNKEN
COURTYARD
015A
OPEN READING
012A
MEDIA PRODUCTION
STUDIO (SELF
SERVE)
?
?014
MECHANICAL
MAX CFM: 1200
MIN CFM: 500
AHU: AHU-4
TERMINAL UNIT: VAV-9
MAX CFM: 1200
MIN CFM: 500
AHU: AHU-4
TERMINAL UNIT: VAV-9
MAX CFM: 1000
MIN CFM: 300
AHU: AHU-4
TERMINAL UNIT: VAV-9
MAX CFM: 1200
MIN CFM: 500
AHU: AHU-4
TERMINAL UNIT: VAV-9
MAX CFM: 1200
MIN CFM: 500
AHU: AHU-4
TERMINAL UNIT: VAV-9
MAX CFM: 990
MIN CFM: 250
AHU: AHU-4
TERMINAL UNIT: VAV-9
MAX CFM: 1000
MIN CFM: 300
AHU: AHU-4
TERMINAL
UNIT: VAV-9
MECHANICAL
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:31:28 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M900G2
HVAC LEVEL G NORTH
ZONING PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 HVAC ZONING - LEVEL G - NORTH
NO. DATE DESCRIPTION
23 21 20 19 18 17 16 15 14 13 12 11 10 9282726252422
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
ST103
STAIR 3
ST102
STAIR 2
ST101
STAIR 1
EL101
ELEVATOR 1
EL103
ELEVATOR 3
?
?
?
?
?
?
?
?
107C
OFFICE - DEAN OF
LIBRARIES
103C
CONWAY - OFFICE
103E
CONWAY - OFFICE
?
??
?
?
?
?
?
?
?
?
?
?
?
?
?
MAX CFM: 260
MIN CFM: 120
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 90
MIN CFM: 50
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
MAX CFM: 210
MIN CFM: 210
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 130
MIN CFM: 75
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
MAX CFM: 900
MIN CFM: 75
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
MAX CFM: 90
MIN CFM: 75
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
MAX CFM: 250
MIN CFM: 100
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 150
MIN CFM: 75
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
MAX CFM: 200
MIN CFM: 100
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 120
MIN CFM: 60
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
MAX CFM: 220
MIN CFM: 110
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 550
MIN CFM: 150
AHU: AHU-1,2
TERMINAL UNIT: VAV-3
MAX CFM: 960
MIN CFM: 960
AHU: AHU-1,2
TERMINAL UNIT: VAV-5
MAX CFM: 290
MIN CFM: 175
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 80
MIN CFM: 80
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
MAX CFM: 195
MIN CFM: 100
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 300
MIN CFM: 100
AHU: AHU-1,2
TERMINAL UNIT: VAV-7
MAX CFM: 385
MIN CFM: 100
AHU: AHU-1,2
TERMINAL UNIT: VAV-7
MAX CFM: 2250
MIN CFM: 240
AHU: AHU-1,2
TERMINAL UNIT: VAV-10 (2)
MAX CFM: 330
MIN CFM: 150
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 200
MIN CFM: 100
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 600
MIN CFM: 300
AHU: AHU-1,2
TERMINAL UNIT: VAV-3
MAX CFM: 300
MIN CFM: 150
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 2900
MIN CFM: 1200
AHU: AHU-1,2
TERMINAL UNIT: VAV-10 (2)
STAIRWAY & ELEVATOR
SHAFT
SHAFT
SHAFT SHAFT
STAIRWAY & ELEVATOR
SHAFTSHAFT
SHAFT
MAX CFM: 800
MIN CFM: 200
AHU: AHU-1,2
TERMINAL UNIT: VAV-5
MAX CFM: 1900
MIN CFM: 1425
AHU: AHU-5
TERMINAL UNIT: VAV-2SC
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:31:49 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M901
HVAC LEVEL 1 ZONING PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 HVAC ZONING - LEVEL 1 - SOUTH
NO. DATE DESCRIPTION
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8282726252422
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
ST103
STAIR 3
210A
STORAGE
210
READING ROOM
?
?
?
?
ST201
STAIR 1
EL201
ELEVATOR 1
EL203
ELEVATOR 3 ST202
STAIR 2
?
?
?
?
?
??
?
?
?
?
?
?
?
?
?
?
?
?
?
MAX CFM: 220
MIN CFM: 110
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 110
MIN CFM: 55
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
[AIRFLOW INCLUDED IN LEVEL 1 TOTAL]
MAX CFM: 270
MIN CFM: 135
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 315
MIN CFM: 160
AHU: AHU-1,2
TERMINAL UNIT: VAV-3
MAX CFM: 420
MIN CFM: 210
AHU: AHU-1,2
TERMINAL UNIT: VAV-3
MAX CFM: 420
MIN CFM: 210
AHU: AHU-1,2
TERMINAL UNIT: VAV-3
MAX CFM: 210
MIN CFM: 105
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 360
MIN CFM: 150
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 90
MIN CFM: 50
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
MAX CFM: 180
MIN CFM: 75
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 120
MIN CFM: 75
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
MAX CFM: 375
MIN CFM: 190
AHU: AHU-1,2
TERMINAL UNIT: VAV-3
MAX CFM: 90
MIN CFM: 75
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
MAX CFM: 90
MIN CFM: 75
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
STAIRWAY & ELEVATOR SHAFT
SHAFT
SHAFT SHAFT
SHAFT
STAIRWAY & ELEVATOR
[AIRFLOW INCLUDED IN LEVEL 1 TOTAL]
MAX CFM: 1900
MIN CFM: 1425
AHU: AHU-5
TERMINAL UNIT: VAV-3SC
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:32:09 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M902
HVAC LEVEL 2 ZONING PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 HVAC ZONING - LEVEL 2
NO. DATE DESCRIPTION
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8282726252422
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
FCU
2
FCU
3
FCU
2
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
ST103
STAIR 3
?
?
?
?
310A
STORAGE
?
?
ST301
STAIR 1
EL301
ELEVATOR 1
EL303
ELEVATOR 3
ST302
STAIR 2
?
?
?
??
?
?
?
?
?
?
?
?
?
?
?
?
?
MAX CFM: 325
MIN CFM: 325
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 225
MIN CFM: 0
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 360
MIN CFM: 100
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 540
MIN CFM: 100
AHU: AHU-1,2
TERMINAL UNIT: VAV-3
MAX CFM: 205
MIN CFM: 75
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 280
MIN CFM: 100
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 225
MIN CFM: 100
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 520
MIN CFM: 150
AHU: AHU-1,2
TERMINAL UNIT: VAV-3
MAX CFM: 520
MIN CFM: 150
AHU: AHU-1,2
TERMINAL UNIT: VAV-3
MAX CFM: 520
MIN CFM: 100
AHU: AHU-1,2
TERMINAL UNIT: VAV-3
MAX CFM: 375
MIN CFM: 130
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 375
MIN CFM: 130
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 250
MIN CFM: 130
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 250
MIN CFM: 130
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 520
MIN CFM: 100
AHU: AHU-1,2
TERMINAL UNIT: VAV-3
MAX CFM: 180
MIN CFM: 100
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 150
MIN CFM: 50
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
MAX CFM: 180
MIN CFM: 90
AHU: AHU-1,2
TERMINAL UNIT: VAV-7
MAX CFM: 140
MIN CFM: 45
AHU: AHU-1,2
TERMINAL UNIT: VAV-6
MAX CFM: 180
MIN CFM: 175
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 80
MIN CFM: 50
AHU: AHU-1,2
TERMINAL UNIT: VAV-1
MAX CFM: 340
MIN CFM: 90
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
MAX CFM: 180
MIN CFM: 90
AHU: AHU-1,2
TERMINAL UNIT: VAV-2
TELECOM & ELECTRICAL ROOMS SHAFT SHAFT
SHAFTSHAFT
SHAFT
SHAFT SHAFT
STAIRWAY &
ELEVATOR
STAIRWAY &
ELEVATOR
MAX CFM: 650
MIN CFM: 100
AHU: AHU-1,2
TERMINAL UNIT: VAV-3 TC
MAX CFM: 540
MIN CFM: 200
AHU: AHU-1,2
TERMINAL UNIT: VAV-3
MAX CFM: 1900
MIN CFM: 1425
AHU: AHU-5
TERMINAL UNIT: VAV-4SC
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:32:31 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M903
HVAC LEVEL 3 ZONING PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 HVAC ZONING - LEVEL 3
NO. DATE DESCRIPTION
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
29
28 27 26 25 24 22
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
ST402
STAIR 2
ST401
STAIR 1
EL403
ELEVATOR 3
?
??
?
?
?
?
?
?
?
?
?
MAX CFM: 400
MIN CFM: 75
AHU: AHU-3
TERMINAL UNIT: VAV-7
MAX CFM: 1365
MIN CFM: 200
AHU: AHU-3
TERMINAL UNIT: VAV-9
MAX CFM: 1365
MIN CFM: 200
AHU: AHU-3
TERMINAL UNIT: VAV-9
MAX CFM: 910
MIN CFM: 175
AHU: AHU-3
TERMINAL UNIT: VAV-9
MAX CFM: 1000
MIN CFM: 200
AHU: AHU-3
TERMINAL UNIT: VAV-9
MAX CFM: 1000
MIN CFM: 200
AHU: AHU-3
TERMINAL UNIT: VAV-9
MAX CFM: 1000
MIN CFM: 200
AHU: AHU-3
TERMINAL UNIT: VAV-9
MAX CFM: 1365
MIN CFM: 250
AHU: AHU-3
TERMINAL UNIT: VAV-9
MECHANICAL PENTHOUSE
STAIRWAY & ELEVATORSTAIRWAY & ELEVATOR
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 6:32:43 AMC:\Users\eeisenhaur\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_Ethan Eisenhaur-HVAC.rvt4786.000
M904
HVAC LEVEL 4 ZONING PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 HVAC ZONING - LEVEL 4
NO. DATE DESCRIPTION
S
S
S
S
S
S
S
EB
S
S
S
S
S
S
1028
GUIDANCE
SPD
SS
R
5
J
J
S
VFD
CP
4
5
M
T3
PANEL
ST
F
E
J
J
5
5
F1
F2
F3
F4
JJ
S1
b
2
3
4
P
K
T
DT
PS
B5
D2
BM
D
PD
PR
PE
PE
E121
2
A-A
APPLICABLE CODES SUMMARY
MASSACHUSETTS STATE BUILDING CODE 780 CMR
2015 INTERNATIONAL BUILDING CODE WITH AMENDMENTS
2012 INTERNATIONAL BUILDING CODE - 2009 ICC/ANSI A117.1
2015 INTERNATIONAL ENERGY CONSERVATION CODE
ASHRAE 90.1 - 2007
MASSACHUSETTS ELECTRIC CODE
2017 NATIONAL ELECTRIC CODE (NFPA 70) WITH AMENDMENTS
ASHRAE 90.1 - 2013
ASHRAE 90.1 - 2013 (FOR MODELING AND LIGHTING POWER DENSITY)
ASHRAE 189.1 - 2011 (FOR MODELING)
BUILDING IS SEISMIC CATEGORY B
JUNCTION AND/OR PULL BOX
CONNECTION TO EQUIPMENT
MOTOR NUMERAL INDICATES HORSEPOWER
MAGNETIC MOTOR STARTER
VARIABLE FREQUENCY DRIVE
DISCONNECT SWITCH (UNFUSED)
DISCONNECT SWITCH (FUSED)
208Y/120 VOLT, 3Φ, 4 WIRE PANEL
480Y/277 VOLT, 3Φ, 4 WIRE PANEL
JUNCTION AND/OR PULL BOX, WITH FLEX
OVERLOAD PROTECTION. "P" DENOTES EQUIPPED WITH
CONTROL PANEL FOR PACKAGED EQUIPMENT (P.O.S.)
CONTRACTOR TO EQUIPMENT BY OTHERS.
AND CONDUCTORS BY THE ELECTRICAL
DENOTES FLEXIBLE LIQUID TIGHT CONNECTION
MANUAL MOTOR STARTER COMPLETE WITH THERMAL
PILOT LIGHT, PROVIDED BY ELECTRICAL CONTRACTOR.
TWO POLE TOGGLE SWITCH
THREE WAY TOGGLE SWITCH
FOUR WAY TOGGLE SWITCH
KEY OPERATED SWITCH
SWITCH AND PILOT LIGHT COMBINATION
SINGLE POLE TOGGLE SWITCH "b" DENOTES SWITCH
ALL RECEPTACLES SHALL BE INSTALLED WITH GROUND PRONG
METER (MICRO PROCESSOR BASED)
PANELBOARD
IN THE UP POSITION.
SYSTEM GROUND OR EQUIPMENT GROUND
LIGHTNING/SURGE ARRESTER
CONTROL
POWER TRANSFORMER - DELTA CONNECTED PRIMARY
GROUNDED WYE CONNECTED SECONDARY
LIGHTING FIXTURES INDICATED WITH SHADING DENOTES
CIRCUITED TO NORMAL/EMERGENCY SUPPLY.
MOUNTED OR WALL MOUNTED PROVIDE DIRECTIONAL
ILLUMINATED "EXIT" SIGN LIGHTING FIXTURE. CEILING
ARROWS AS INDICATED ON FLOOR PLANS. SHADED AREA
SITE LIGHTING FIXTURE
LIGHT FIXTURE
DENOTES SIDE WITH FACE.
"a" INDICATES SWITCH CONTROL
"13" INDICATES CIRCUIT NUMBER
"A" INDICATES FIXTURE TYPE
CIRCUITRY TURNING UP
CIRCUITRY TURNING DOWN
"BRANCH CIRCUIT SCHEDULE".)
CONDUCTOR REQUIRED IN CIRCUIT, AS INDICATED IN THE
SIZES (NOTE THAT: ASTERISK "*" INDICATES NEUTRAL
SCHEDULE" FOR CONDUCTOR QUANTITIES AND CONDUIT
CIRCUIT BREAKER. REFER TO "BRANCH CIRCUITS
HOMERUN TO PANEL "L2PA" CIRCUIT #2 VIA 60A-3PL2PA-2
60A-3P*
RATING
1.
2.DRY TYPE TRANSFORMER. "T3" DENOTES TYPE. REFER TO
"DRY TYPE TRANSFORMER SCHEDULE" FOR DESCRIPTIONS.
AN ASTERISK "*" DENOTES TRAPEZE MOUNTED, REFER TO
"DRY-TYPE TRANSFORMER MOUNTING DETAIL" FOR
ADDITIONAL INFORMATION.
DRY TYPE TRANSFORMER, "T3" DENOTES TYPE. REFER TO
"DRY TYPE TRANSFORMER SCHEDULE" FOR DESCRIPTIONS.
AN ASTERISK "*" DENOTES TRAPEZE MOUNTED, REFER TO
"DRY-TYPE TRANSFORMER MOUNTING DETAIL" FOR
ADDITIONAL INFORMATION.
ALL RECEPTACLES SHALL BE SIDE WIRED.
M44N-2
PLUMBING AND MECHANICAL EQUIPMENT DESIGNATION.
REFER TO SCHEDULE. DESIGNATION "M44N-2" DENOTES
BRANCH CIRCUIT DESIGNATION FOR EQUIPMENT SUCH AS
UNIT HEATERS, WHERE THERE ARE SEVERAL UNITS WITH THE
SAME EQUIPMENT DESIGNATION.
SWITCH
SURGE PROTECTIVE DEVICE (TRANSIENT VOLTAGE SURGE
KEY LEGEND
1
601
22000 AVAILABLE 3-PHASE FAULT CURRENT (RMS, SYM. AMPS).
225Y FEEDER SIZE TAG SYMBOL. REFER TO "LEGEND OF FEEDER SIZES".
DETAIL CALL-OUT. DENOTES DETAIL "1" ON DRAWING "E601".
1.
LEGEND NOTES
THIS SHEET IS A GENERAL LIST OF SYMBOLS AND SHALL BE USED AS A
REFERENCE TO DEFINE ITEMS INDICATED ON THE DRAWINGS. NOT ALL
SYMBOLS ARE NECESSARILY USED ON THIS PROJECT.
S
2 DENOTES KEY NOTE.
PLAN DESIGNATION
LETTERED KEY NOTE IN ROOM
DENOTES LIGHTING CONTROL
INTENT.
"T" - SHUNT TRIP
MOLDED CASE
"I" - INSTANTANEOUS PICKUP
"S" - SHORT TIME PICK UP & DELAY
"G" - GROUND FAULT PICKUP
"L" - LONG TIME PICK UP & DELAY
DRAW OUT POWER
FUSE "125" DENOTES SIZE AND TYPE
ELECTRIC OPERATOR FOR
"1200/800" - FRAME/TRIP (TWO NUMBERS)
"400" - TRIP UNIT (SINGLE NUMBER)
SHUNT TRIP DEVICE
"K2" DOES NOT HAVE KEY.
KIRK KEY LOCKS. LOCK "K3" HAS KEY, LOCK
KIRK KEY "2" DENOTES KEY NUMBER
REMOTE EMERGENCY LIGHTING HEADS SUPPLIED FROM
BATTERY UNIT.
F
LP2A-1,3,5
FIRE SUTTER
MGB
TGB
BUILDING:
ACCESSIBILITY:
ENERGY CONSERVATION:
ELECTRICAL:
LEED V4
EMERGENCY POWER OFF BUTTON
W1
E
CIRCUIT BREAKER
CIRCUIT BREAKER
"A" - ALARM
E POWER CIRCUIT BREAKER
PROJECTOR SCREEN SWITCH. FURNISHED BY DIVISION 11
INSTALLED AND WIRED BY DIVISION 26
2.
7.
6.
5.
4.
3.
8.
9.
11.
10.
GENERAL NOTES
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
1.
WALL MOUNTED, DUAL-TECHNOLOGY VACANCY SENSOR
FOR LARGE AREAS ( UP TO 2000 sf ). PIR & US SENSING
WITH PHOTOCELL OPTION. SELF-ADJUSTING SENSITIVITY.
CEILING MOUNTED, DUAL-TECHNOLOGY OCCUPANCY SENSOR
PIR & US SENSING WITH PHOTOCELL OPTION.
SELF-ADJUSTING SENSITIVITY.
CEILING MOUNTED, DUAL-TECHNOLOGY VACANCY SENSOR
PIR & US SENSING WITH PHOTOCELL OPTION.
SELF-ADUSTING SENSITIVITY.
ULTRASONIC (US) SENSING.
OCCUPANCY SENSOR PASSIVE INFRARED (PIR) &
WALL MOUNTED DUAL TECHNOLOGY,
P2
LUTRON #LRF2-OHLB-P-WH
LUTRON #LRF2-OCR2B-P-WH.
LUTRON #LRF2-OKLB-P-WH
P3
EMERGENCY BYPASS RELAY. REFER TO DETAIL 2 ON E802.
SUPPRESSOR)
DIMMER SWITCH
POWER PACK WITH DIMMER OR SWITCH.
POWER PACK WITH EMERGENCY
POWER PACK WITH AUXILIARY CONTACT FOR HVAC
POWER PACK WITH RECEPTACLE CONTROL.
LUTRON #RMJS-20RCCO1DV-B
"E" INDICATES CIRCUITED TO EMERGENCY POWER.
JUNCTION AND/OR PULL BOX, WITH FLEX, OR LIQUID
TIGHT CONNECTION TO EQUIPMENT.
LUTRON #LUT-ALCR OR #LUT-ALCR-D AS NEEDED.
LUTRON #RMJS-8T-DV-B OR #RMJS-5R-DV-B AS NEEDED.
EQUIPMENT LEGEND
WIRING DEVICES LEGEND
LA
POWER ONE-LINE LEGEND
(REFER TO LIGHTING FIXTURE SPECIFICATIONS FOR ADDITIONAL INFORMATION)
a
A 13
LIGHTING EQUIPMENT LEGEND
CIRCUITRY, RACEWAYS AND FEEDERS LEGEND
T3
NOTES:
LIGHTING CONTROL LEGEND
XX
X
a,b
DA MOTORIZED WINDOW SHADE FURNISHED AND INSTALLED BY
DIVISION 12, WIRED BY DIVISION 26.
"DA" DENOTES DUAL MOTORS FOR SOLAR SHADE AND
BLACKOUT SHADE INTEGRATED WITH THE AV SYSTEM FOR
CONTROLS. PROVIDE CONNECTIONS TO TWO (2) MOTORS AT
EACH .
"SA" DENOTES SINGLE MOTOR INTEGRATED WITH THE AV
SYSTEM FOR CONTROLS. PROVIDE CONNECTION TO SINGLE
MOTOR.
"S" DENOTES SINGLE MOTOR WITH LOCAL WALL SWITCH
CONTROLS. PROVIDE CONNECTION TO SINGLE MOTOR.
"a,b" DENOTES CONTROL DESIGNATION.
MOTORIZED WINDOW SHADE SWITCH FURNISHED BY DIVISION
12, INSTALLED AND WIRED BY DIVISION 26. "a" DENOTES
CONTROL DESIGNATION.
PROVIDE (1)-3/4" CONDUITS TO ABOVE HUNG CEILING WITH CAT
5 CONTROL WIRING TO SHADE.
a
WINDOW SHADE LEGEND
TWO PIECE ALUMINUM, PREWIRED, DUAL CHANNEL,
SURFACE METAL RACEWAY MULTIOUTLET SYSTEM. PROVIDE
OUTLETS AS SHOWN ON PLANS. SPACING AS SHOWN ON
PLANS. REFER TO ARCHITECTS ELEVATION DRAWINGS FOR
EXACT HEIGHT AND LENGTHS OF ALL RACEWAYS. REFER TO
GENERAL NOTES ON THIS DRAWING. WIREMOLD SERIES
ALA4800 OR APPROVED EQUAL.
1200
1000
LSIG
1200
800
125E
T
K-2
K 3
K 2
CEILING MOUNTED RECEPTACLE
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., SIMPLEX
RECEPTACLE. "USB" DENOTES COMBINATION
RECEPTACLE WITH INTEGRAL USB CHARGER
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX
RECEPTACLE. "+60" DENOTES MOUNTING HEIGHT AFF
IN INCHES.
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX
RECEPTACLE EQUIPPED WITH INTEGRAL
GROUND FAULT INTERRUPTER AND MOUNTED IN
CAST OUTLET BOX WITH WEATHERPROOF
COVER.
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX
RECEPTACLE CONNECTED TO GROUND FAULT
CIRCUIT BREAKER.
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX
RECEPTACLE EQUIPPED WITH INTEGRAL
GROUND FAULT INTERRUPTER.
125 VOLT, 2 POLE, 3 WIRE, 20 AMP.,
DOUBLE DUPLEX RECEPTACLE.
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX
RECEPTACLE. "2" DENOTES CIRCUIT NUMBER.
SPECIAL PURPOSE RECEPTACLE. REFER TO
"SPECIAL PURPOSE RECEPTACLE SCHEDULE".
SPECIAL PURPOSE RECEPTACLE, FLUSH
MOUNTED. REFER TO "SPECIAL PURPOSE
RECEPTACLES SCHEDULE".
HOMERUN TO PANEL "LP2A", CIRCUIT #1,3,5 VIA 20A-1P CIRCUIT
BREAKERS. EACH ARROW HEAD INDICATES TWO (2) #12 AWG
CU (MINIMUM) PHASE AND NEUTRAL CONDUCTORS.
EQUIPMENT GROUNDING CONDUCTORS AND ISOLATED
GROUND CONDUCTORS ARE NOT INDICATED. PROVIDE
GROUNDING CONDUCTORS IN ACCORDANCE WITH
SPECIFICATIONS AND N.E.C. MINIMUM SIZE CONDUIT SHALL BE
3/4" UNLESS OTHERWISE NOTED. REFER TO THE "BRANCH
CIRCUIT SCHEDULE" NOTES AND CIRCUIT LENGTH TABLE FOR
WIRE SIZE INCREASES DUE TO VOLTAGE DROP. REFER TO
GENERAL NOTES ON THIS DRAWING FOR ADDITIONAL
INFORMATION.
FURNITURE FEED. WALL MOUNTED
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX
RECEPTACLE "E" DENOTES WIRED TO STANDBY
POWER
WALL MOUNTED TIMER SWITCH WITH MULTIPLE PRESETS AND
LIGHTED SWITCH. PROVIDE WITH 1 MIN, 5 MIN, 10 MIN, 20 MIN,
30 MIN AND 60 MIN BUTTONS. WIREMOLD RT-50,
SENSORSWITCH #PTS-60 OR APPROVED EQUAL.
SA
S
CP
PJ "CP" DENOTES TO CONNECT TO CONDENSATE PUMP.
"PJ" DENOTES CONNECT TO CEILING MOUNTED PROJECTOR.
RECEPTACLE SHALL BE MOUNTED WITHIN THE PROJECT
SUPPORT BOX WHICH IS FURNISHED AND INSTALLED BY
OTHERS.
F22
F26
CL8
F26
TRACK LIGHTING WITH FIXTURES. "F22" DENOTES
TRACK TYPE. "F26" DENOTES FIXTURE TYPE. "CL"
DENOTED CURRENT LIMITER AT TRACK END OF 5
AMPS. "CL3" DENOTED CURRENT LIMITER AT
TRACK END OF 3 AMPS. OTHER DESIGNATIONS ARE
CL1=1 AMP, CL3 = 3 AMPS, CL5 = 5 AMPS, CL8 = 8
AMPS, CL12 = 12 AMPS.
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX
RECEPTACLE "E" DENOTES WIRED TO
EMERGENCY POWER
BOLTED CONNECTION
EXOTHERMICALLY WELDED CONNECTION
GROUND ROD
GROUNDING CABLE
BUILDING GROUNDING GRID LEGEND
BUILDING SYSTEM GROUND BUS. "MGB" DENOTES MAIN
GROUNDING ELECTRODE.
BUILDING SYSTEM GROUND BUS. "TGB" DENOTES TELCOM
GROUNDING ELECTRODE.
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., (2) SIMPLEX
RECEPTACLES. "USB" DENOTES COMBINATION
RECEPTACLE WITH INTEGRAL USB CHARGER
AUTOMATIC FAUCET CONNECTION. PROVIDE A FLUSH
MOUNTED SINGLE GANG BOX BELOW COUNTER WITH
CONNECTION TO FAUCET. REFER TO DETAIL 9 ON DRAWING
E802 FOR ADDITIONAL INFORMATION.
AUTOFAUCET TRANSFORMER ATTACHED TO JUNCTION BOX,
MOUNTED ABOVE CEILING. PROVIDE ACCESS PANEL IN GYP
CEILING APPLICATIONS PER THE SPECIFICATIONS.
TRANSFORMER FURNISHED BY DIVISION 23 (15), INSTALLED
AND WIRED BY DIVISION 26 (16).
SPECIAL PURPOSE RECEPTACLE CEILING
MOUNTED. REFER TO "SPECIAL PURPOSE
RECEPTACLE SCHEDULE".
4-GANG MULTI-SERVICE WALL MOUNTED BOX WITH 125 VOLT,
2 POLE, 3 WIRE, 20 AMP., DOUBLE DUPLEX RECEPTACLES
AND (1) GANG EACH FOR TEL/DATA AND AV. WIREMOLD
WSA42-4 WITH SLIDE-IN DIVIDERS AS REQUIRED.
1200:5
(5)
(3)
SB CURRENT TRANSFORMERS WITH SHORTING
BLOCK. (5) DENOTES QUANTITY.
POTENTIAL TRANSFORMERS (3) DENOTES
QUANTITY.
IR ISOLATION RELAY.
TRANSFER SWITCH WITH BYPASS ISOLATION
"ATS" DENOTES AUTOMATIC TRANSFER SWITCH
ATS
WALL MOUNTED DIGITAL TIMER SWITCH WITH ADJUSTABLE
TIME OUT SETTING FROM 5 MINUTES TO 12 HOURS.
WATTSTOPPER TS-400 OR APPROVED EQUAL.
LSIA
28.
DRAWINGS ARE DIAGRAMMATIC. REFER TO THE ARCHITECTS PLANS FOR EXACT LOCATION
AND MOUNTING HEIGHTS OF EQUIPMENT. ROUTING OF RACEWAYS SHALL BE COORDINATED
WITH THE EQUIPMENT REQUIREMENTS AND FIELD CONDITIONS.
29.IDENTIFY WIRING IN JUNCTION BOXES, TROUGHS, AND POINTS OF TERMINATION WITH
PANELBOARD AND CIRCUIT NUMBER
30.PLANS MAY NOT SHOW ALL ITEMS REQUIRING GROUND FAULT PROTECTION. ELECTRICAL
CONTRACTOR SHALL PROVIDE GFCI RECEPTACLES FOR OUTLETS SERVING BATHROOMS,
JANITORS CLOSETS, VENDING MACHINES, AND FOR ANY EXTERIOR OUTLETS OR OUTLETS
WITHIN 6 FT OF A SINK. WHERE GFCI CIRCUIT BREAKERS ARE USED IN LIEU OF OUTLETS,
BREAKER SHALL BE OF SAME MANUFACTURER AS THE ELECTRIC PANEL
1.PROVIDE ALL CONDUIT WIREWAYS, JUNCTION BOXES, PULL BOXES, WORK BOXES, CABLE
TRAY, CIRCUIT BREAKERS AND POWER WIRING FOR LOW VOLTAGE SYSTEMS INDICATED ON
THE DRAWINGS AND AS SPECIFIED HEREIN, INCLUDING AS NECESSARY FOR THE PROPER AND
COMPLETE PERFORMANCE OF THE WORK. LOW VOLTAGE SYSTEMS INCLUDE, BUT ARE NOT
LIMITED TO:
a.
2.EXAMINATION:
a. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH THE LOW VOLTAGE SYSTEM ARE TO
BE INSTALLED AND NOTIFY ENGINEER IN WRITING OF CONDITIONS DETRIMENTAL TO THE
PROPER AND TIMELY COMPLETION OF WORK.
b. EXAMINE LOW VOLTAGE SYSTEM DOCUMENTS PROVIDED UNDER OTHER SECTIONS FOR
RACEWAY SIZES, ROUTING AND LOCATION OF DEVICES.
3.COORDINATION:
a. PROVIDE FOR A PRE-CONSTRUCTION MEETING WITH REPRESENTATIVES OF RELATED
DISCIPLINES TO REVIEW INSTALLATION OF SYSTEM. THIS MEETING IS TO HELP RELATED
TRADES UNDERSTAND THE REQUIREMENTS OF THE INSTALLATION.
b. OBTAIN FINAL ROUGHING DIMENSIONS AND OTHER INFORMATION AS NEEDED TO
PROPERLY LOCATE THE DEVICE.
c. KEEP FULLY INFORMED ABOUT SHAPE SIZE AND POSITION OF OPENINGS REQUIRED FOR
MATERIAL AND EQUIPMENT.
d. PROVIDE FOR COORDINATION MEETINGS WITH THE CABLE INSTALLER TO SCHEDULE
WHEN THE CONDUIT SYSTEM CAN BE UTILIZED FOR CABLE PULLING.
4.INSTALLATION:
a. INSTALL RACEWAYS, BOXES AND CABLE TRAY WHERE INDICATED, IN ACCORDANCE WITH
MANUFACTURER'S WRITTEN INSTRUCTIONS, GUIDELINES AND THE APPLICABLE
REQUIREMENTS OF THE NEC, LOCAL CODES, THE NATIONAL ELECTRICAL CONTRACTORS
ASSOCIATION'S "STANDARD OF INSTALLATION" AND IN ACCORDANCE WITH RECOGNIZED
INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS SERVE THE INTENDED FUNCTION.
b. REFER TO THE LATEST EDITION OF THE EIA/TIA STANDARDS FOR ADDITIONAL
INSTALLATION REQUIREMENTS.
c. BOXES SHALL BE SET FLUSH WITH FINISHED WALL SURFACE. PROVIDE PLASTER
REDUCER RINGS AS REQUIRED. USE GANGED BOXES FOR OUTLETS HAVING THREE OR
MORE CONDUITS ENTERING.
d. BACKBONE AND MAJOR RACEWAY GROUPINGS (MULTIPLE 4" OR 5" CONDUITS) SHALL
HAVE PULL BOXES SPACED NOT GREATER THAN 100 FEET APART AND IN RUNS WITH
MORE THAN TWO RIGHT ANGLE BENDS.
e. PROVIDE NYLON PULL-IN WIRE IN CONDUITS FOR USE BY CABLE INSTALLER. PULL WIRE
SHALL BE LABELED AT BOTH ENDS.
f. PROVIDE POWER REQUIREMENTS SUCH AS DUPLEX OUTLETS AND GROUND TERMINAL
CONNECTIONS, AS SHOWN ON DRAWINGS.
g. PROVIDE LABEL ON PULL AND JUNCTION BOXES FOR ALL SYSTEMS.
h. CONDUIT AND CABLE TRAY FOR TELECOMMUNICATIONS WIRING SHALL BE INSTALLED TO
MAINTAIN A MINIMUM OF 5" SEPARATION FROM FLUORESCENT LIGHTING FIXTURES.
i. CABLE TRAY:
1) GROUND ALL EMPTY CONDUITS TO THE CABLE TRAY SYSTEM WITH A #12 AWG
COPPER
INSULATED CONDUCTOR.
2) PROVIDE 4" CONDUIT SLEEVES THROUGH RATED WALLS.
j. WHERE TELECOM DRAWINGS PROVIDES FUTURE PROVISIONS FOR TELECOMMUNICATION
AT FLOOR BOXES AND POKE THRU'S ELECTRICAL CONTRACTOR SHALL PROVIDE A 1"
CONDUIT WITH PULL STRING TO TEL/DATA ROOM.
k. PROVIDE A DOUBLE GANG OUTLET BOX AND SINGLE GANG PLASTER RING FOR
TELECOMMUNICATION. WHEN MOUNTING THE OUTLET BOX IN A STEEL STUDDED WALL,
USE A BACK BRACE.
l. MINIMUM SIZE BOX SHALL BE 4-11/16" SQUARE, 2-1/8" DEEP WITH SINGLE OR DOUBLE
GANG PLASTER RING AS APPLICABLE.
5.APPLICATION:
a. GENERALLY RACEWAYS SHALL BE EMT AND RUN CONCEALED IN WALLS AND ABOVE
CEILINGS. EMT SHALL BE USED IN CEILING AIR PLENUM AND AS SHOWN ON DRAWINGS.
b. RACEWAY FOR WALL BOXES SHALL BE INSTALLED IN CONDUIT TO AUDIO VISUAL ROOM OR
TELECOMMUNICATIONS CLOSET.
c. RACEWAYS FOR FLOOR BOXES SHALL BE INSTALLED IN CONDUIT TO TO AUDIO VISUAL
ROOM OR TELECOMMUNICATIONS CLOSET.
d. CONDUIT RUNS SHALL BE AS INDICATED ON DRAWINGS BUT NO SMALLER THAN ¾".
PROVIDE INSULATED GROUND BUSHING AT END OF EACH CONDUIT RUN.
b.
c.
TELEPHONE AND DATA SYSTEMS ("T" DRAWINGS)
AUDIO / VISUAL SYSTEM ("T" DRAWINGS)
SECURITY CONDUIT SYSTEMS ("SC" DRAWINGS).
LOW VOLTAGE CONDUIT SYSTEMS
ALL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, RECTILINEAR
TO BUILDING STRUCTURE.
ALL COMPONENTS SHOWN ON THE RISER DIAGRAMS, BUT NOT ON THE PLAN OR VISE VERSA,
SHALL BE INCLUDED AS IF SHOWN ON BOTH.
EXACT LOCATION OF MECHANICAL EQUIPMENT THAT REQUIRES ELECTRICAL IS SHOWN ON
THE MECHANICAL DRAWINGS.
ALL RACEWAYS CROSSING BUILDING EXPANSION JOINTS SHALL BE EQUIPPED WITH
EXPANSION FITTINGS.
CONDUIT HOMERUNS SHOWN ON THE DRAWING WITH MORE THAN 3 CURRENT CARRYING
CONDUCTORS ARE SHOWN DIAGRAMATICALLY. THIS CONTRACTOR SHALL NOT INSTALL MORE
THAN 3 CURRENT CARRYING CONDUCTORS IN A RACEWAY UNLESS INSTALLATION COMPLIES
WITH ARTICLE 310 OF THE NATIONAL ELECTRIC CODE, NOTES TO AMPACITY TABLES
REGARDING CONDUCTOR ADJUSTMENT FACTORS.
ALL FLUSH MOUNTED PANELS SHALL HAVE AN EMPTY (1) 1-1/4" CONDUIT & A MINIMUM OF (2)
3/4" CONDUIT STUBBED ABOVE ACCESSIBLE CEILING FOR FUTURE SPARE CIRCUITS. FOR
PANELS PROVIDED WITH MORE THAN (6) SPARE BREAKERS, PROVIDE AN ADDITIONAL 3/4"
CONDUIT FOR EVERY THREE (3) POLES.
CONTRACTOR SHALL REVIEW ALL TRADES' CONTRACT DOCUMENTS TO DETERMINE SPECIFIC
MOUNTING LOCATIONS FOR ELECTRICAL EQUIPMENT. COORDINATE EXACT MOUNTING
LOCATIONS WITH THE ARCHITECT.
ELEMENTS OF THE ELECTRICAL WORK SHALL BE INSTALLED SUCH THAT AT COMPLETION THE
ELEMENT SHALL BE "FULLY AND REASONABLY ACCESSIBLE". ELEMENTS OF THE ELECTRICAL
WORK INCLUDE, BUT ARE NOT LIMITED TO PANELS, SWITCHBOARDS, MOTOR CONTROLS,
TRANSFORMER, DISCONNECTS, JUNCTION BOXES, AND ALL MAINTENANCE ACCESS POINTS
INCLUDING CABLE PULL SPACE. "FULLY AND REASONABLE ACCESSIBLE" SHALL BE DEFINED
AS; CAPABLE OF BEING ACCESSED FOR SERVICE, REPAIR OR REPLACEMENT BY AN AVERAGE
SIZED INDIVIDUAL, ON A LADDER IF NECESSARY, AND CAPABLE OF BEING SERVICED OR
REMOVED WITHOUT REMOVING, MODIFYING OR DISTORTING OTHER COMPONENTS OF THE
WORK OF OTHER TRADES. CONFLICTS WITH MEETING THIS REQUIREMENT SHALL BE BROUGHT
TO THE ATTENTION OF THE OWNERS REPRESENTATIVE IN A TIMELY MANNER.
EACH LIGHTING AND RECEPTACLE BRANCH CIRCUIT SHALL INCLUDE A SEPARATE NEUTRAL
CONDUCTOR FOR EACH AND EVERY CIRCUIT, UNLESS SPECIFICALLY NOTED OTHERWISE.
ALL CONDUITS SHALL HAVE INSULATED BUSHINGS WITH GROUND CLAMPS. ALL EMPTY
CONDUITS SHALL BE INSTALLED WITH NYLON PULL WIRE. PULL WIRE SHALL BE LABELED AT
BOTH ENDS.
THE METHOD OF INSTALLATION OF BOXES IN WALLS, AND THE METHOD OF PASSAGE OF
CONDUITS AND WIREWAYS THROUGH ACOUSTICALLY SENSITIVE WALLS SHALL BE
COORDINATED WITH THE ACOUSTICAL CONSULTANT.
ALL RECEPTACLES INCLUDING RECEPTACLES INSTALLED IN WIREWAY SHALL BE GFCI TYPE IF
LOCATED WITHIN 6'-0" OF ANY SINK. SINGLE GFCI OUTLET TO PROTECT DOWN STREAM
DEVICES IS ACCEPTABLE.
ALL WIRING SHALL BE RUN CONCEALED UNLESS SPECIFIED OTHERWISE.
THE CONTRACTOR SHALL FURNISH AND INSTALL ALL INCIDENTAL ACCESSORIES NECESSARY
TO MAKE THE ELECTRICAL WORK COMPLETE & READY FOR OPERATION.
MINIMUM SIZE RACEWAY SHALL BE 3/4" UNLESS NOTED OTHERWISE. ELECTRICAL RACEWAY
SHALL ENTER AND BE SECURED TO CABINET, JUNCTION BOX, PULL BOX OR OUTLET BOX.
PROVIDE INSULATED BUSHINGS ON ALL RACEWAYS INCLUDING LOW VOLTAGE RACEWAYS
THAT ARE STUBBED TO PLENUMS OR CABLE TRAY. PROVIDE INSULATED BUSHINGS WITH
GROUNDING BUSHING FOR ALL CONDUITS ENTERING ALL PANELS, SWITCHBOARDS, MOTOR
CONTROLLERS, VFDS, ETC. AND ALL BOXES 12" x 12" AND LARGER.
ALL CABLE AND CONDUIT SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE,
INDEPENDENT OF OTHER SYSTEMS INCLUDING PLUMBING PIPING, HVAC DUCTWORK, DROP
CEILING SUPPORTS, ETC. .
THE CONTRACTOR SHALL COORDINATE ALL MANUFACTURER'S SHOP DRAWINGS FOR EXACT
LOCATION AND ROUGHIN IN DIMENSIONS OF ALL EQUIPMENT AND SHALL MAKE ALL FINAL
CONNECTIONS AS REQUIRED.
FLEXIBLE METAL CONDUIT WITH PVC COATING SHALL BE USED FOR CONNECTIONS TO
MOTORS AND EQUIPMENT.
ALL BRANCH CIRCUIT CONDUCTORS SHALL BE 98 PERCENT CONDUCTIVITY COPPER MINIMUM
#12 AWG SIZE, THWN INSULATION, 75 DEGREE C., RATED 600 VOLTS, UNLESS OTHERWISE
NOTED.
GROUND CONDUCTORS SIZED FROM NATIONAL ELECTRICAL CODE GROUNDING CONDUCTOR
TABLE 250-95 SHALL BE INCLUDED IN ALL BRANCH CIRCUITS.
UNLESS OTHERWISE NOTED, THE AMPACITY OF CONDUCTORS 600 VOLTS AND BELOW SHALL,
BASED ON TERMINALS, NOT EXCEED 6O°C (140°F) FOR CONDUCTORS SIZE 14AWG THROUGH
1AWG OR 75°C (167°F) FOR CONDUCTOR SIZES OVER 1AWG.
NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE
PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE ELECTRICAL EQUIPMENT.
AIC RATINGS FOR PANELBOARDS BASED ON CALCULATED AVAILABLE FAULT CURRENT. ALL
PANELBOARDS ARE FULLY RATED FOR INDICATED FAULT CURRENT. REFER TO SINGLE LINE
DIAGRAM FOR AVAILABLE FAULT CURRENT AT EACH PANEL. SHORT CIRCUIT ANALYSIS AND
FAULT CURRENT CALCULATIONS INCLUDE CONTRIBUTING MOTOR LOADS. FUSE LET-THRU
METHOD WAS NOT UTILIZED AS PART OF THE CALCULATIONS.
SERIES RATING OF CIRCUIT BREAKERS WAS NOT UTILIZED AS PART OF THE SHORT CIRCUIT
PROTECTION DESIGN AND IS NOT PERMITTED.
FEEDER AMPERE RATINGS ARE BASED ON NEC SECTION 310.15. WHERE THE NUMBER OF
CONDUCTORS IN A RACEWAY EXCEEDS THREE (3), THE ALLOWABLE AMPACITY OF EACH
CONDUCTOR HAS BEEN REDUCED AS PER NEC TABLE 310-15(b)(2)(a).
ELECTRICAL CONDUIT AND CABLE SHALL NOT BE INSTALLED ON FOREIGN SYSTEMS (I.E.
DUCTWORK, PIPING CEILING GRID, ETC) AND SHALL BE INDEPENDENTLY SUPPORTED FROM
THE STRUCTURE USING LISTED COMPONENTS. LOW VOLTAGE WIRING (COMMUNICATIONS,
AUDIO-VIDEO, ETC) SHALL NOT BE INSTALLED ON FOREIGN SYSTEMS (I.E. DUCTWORK, PIPING
CEILING GRID, ETC) AND SHALL BE INDEPENDENTLY SUPPORTED FROM THE STRUCTURE
USING LISTED COMPONENTS.
ELECTRICAL HANGERS AND SUPPORTS: SUPPORTS SHALL BE COLOR CODED TO INDICATE
THAT THEY ARE RELATED TO THE ELECTRICAL SYSTEM. COORDINATE COLOR CODING WITH
OTHER TRADES. COLOR OF ELECTRICAL SUPPORT SYSTEM SHALL BE UNIQUE. SUPPORTS
SHALL EITHER BE PURCHASED WITH FACTORY FINISHED COLORING, OR SHALL BE SPRAY
PAINTED TO APPROPRIATE COLOR IN THE FIELD PRIOR TO INSTALLATION.
DIGITAL LIGHTING CONTROL LEGEND
S1
S4
S3
S2
MASTER CONTROL STATION THAT CAN CONTROL UP TO
16 INDIVIDUAL ZONES OF LIGHT AND 4 PRESETS.
PROVIDE A (4) GANG 3 1/2" DEEP x 3 3/4" HIGH MASON
BOX WITH (1) 3/4" CONDUIT TO NEXT DEVICE OR
DIMMING SYSTEM PROCESSOR.
FIVE BUTTON SCENE SELECTOR AND THREE BUTTON
SHADE CONTROLLER. PROVIDE (2) GANG 4 11/16 SQUARE x
2 1/8" DEEP BOX WITH DOUBLE GANG PLASTER RING WITH
3/4" CONDUIT TO NEXT DEVICE OR DIMMING SYSTEM
PROCESSOR.
TWO BUTTON WALL STATION. PROVIDE (2) GANG 4 11/16
SQUARE x 2 1/8" DEEP BOX WITH DOUBLE GANG PLASTER
RING WITH 3/4" CONDUIT TO WIREWAY.
EXTERIOR PHOTOCELL.
INTERIOR PHOTO SENSOR. LUTRON #LRF2-DCRB-WH
FLOOR BOX LEGEND
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX RECEPTACLE
SWITCHED. " " DENOTES SWITCH CONTROL. RECEPTACLE TO
BE GREEN IN COLOR (OCCUPANCY SENSOR CONTROLLED,
REFER TO DRAWING E-604).
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., (2) DUPLEX RECEPTACLE
SWITCHED. " " DENOTES SWITCH CONTROL. RECEPTACLE TO
BE GREEN IN COLOR (OCCUPANCY SENSOR CONTROLLED,
REFER TO DRAWING E-9.4). "AV" DENOTES FOR AV EQUIPMENT.
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., (2) SIMPLEX
RECEPTACLES. "C" DENOTES AV THEATER RECEPTACLES
MOUNTED ALONG THE CEILING. REFER TO AV DRAWINGS
FOR MOUNTING HEIGHTS.
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX
RECEPTACLE MOUNTED AT 72" AFF FOR TELEVISION.
E
ATC
EWC
FV
DO
SD
SEC
"ATC" DENOTES TO CONNECT TO AUTOMATIC TEMPERATURE
CONTROL SYSTEM.
"BMS" DENOTES BUILDING MANAGEMENT SYSTEM.
"DH" DENOTES DOOR HOLDER.
"DO" DENOTES POWER OPERATED DOORS.
"EDW" DENOTES TO CONNECT TO ELECTRIC DISH WASHER.
"EWC" DENOTES TO CONNECT TO ELECTRIC WATER COOLER.
"FH" DENOTES TO CONNECT TO FUME HOOD.
"FSD" DENOTES CONNECTION TO FIRE SMOKE DAMPER.
"FST" DENOTES CONNECTION TO FIRE SHUTTER.
"FV" DENOTES CONNECTION TO AUTOMATIC FLUSH VALVE.
"GS" DENOTES TO CONNECT TO GAS RELAY CONTROL.
"PJ" DENOTES TO CONNECT TO PROJECTOR CEILING BOX.
"PS" DENOTES TO CONNECT TO PROJECTOR SCREEN.
"SD" DENOTES SMOKE DAMPER.
"SEC" DENOTED CONNECTION TO SECURITY PANEL.
"SP" DENOTES POWER STUB UP.
"TD" DENOTES ELECTRIC PAPER TOWEL DISPENSER.
"TPV-1" DENOTES TO CONNECT TO TRAP PRIMER.
DH
EDW
FST
FSD
SP
TD
TPV-1
GS
PS
SECTION DETAIL.
"E121" DENOTES SHEET
"2" DENOTES DETAIL NUMBER
"A-A" DENOTES SECTION
BMS
FLUSH MOUNTED FLOOR BOX IN GROUND WITH HINGED
SERVICE TOP; (2) 125 VOLT, 2 POLE 3 WIRE 20 AMP DUPLEX,
WEATHER RESISTANT, RECEPTACLES. WIREMOLD "OUTDOOR
GROUND BOX" #XB814
FLUSH MOUNTED RECESSED FIRE RATED FLOOR BOX DEVICE
WITH HINGED SERVICE TOP. UNIT SHALL BE PRE-WIRED WITH
(2) 20 AMP DUPLEX RECEPTACLES PLUS NETWORK PORTS
AND AV IN THE OTHER COMPARTMENTS FOR USE BY LOW
VOLTAGE CONTRACTOR.
WIREMOLD #EFB10S - FC2222.
PROVIDE (1) 3/4" CONDUIT FOR POWER FROM PANEL TO BOX.
PROVIDE LOW VOLTAGE CONDUITS WITH PULL STRINGS FROM
LOW VOLTAGE SECTIONS AS NOTED IN THE LOW VOLTAGE
DRAWINGS.
REFER TO DETAILS ON DRAWING E803 FOR ADDITIONAL
INFORMATION AS WELL AS AV DRAWINGS.
FLUSH MOUNTED RECESSED FIRE RATED FLOOR BOX DEVICE
WITH HINGED SERVICE TOP. UNIT SHALL BE PRE-WIRED WITH
(2) 20 AMP DUPLEX RECEPTACLES PLUS NETWORK PORTS
AND AV IN THE OTHER COMPARTMENTS FOR USE BY LOW
VOLTAGE CONTRACTOR.
WIREMOLD #EFB8S - FC2222.
PROVIDE (1) 3/4" CONDUIT FOR POWER FROM PANEL TO BOX.
PROVIDE LOW VOLTAGE CONDUITS WITH PULL STRINGS FROM
LOW VOLTAGE SECTIONS AS NOTED IN THE LOW VOLTAGE
DRAWINGS.
REFER TO DETAILS ON DRAWING E803 FOR ADDITIONAL
INFORMATION AS WELL AS AV DRAWINGS.
FLUSH MOUNTED RECESSED POKE-THRU DEVICE WITH
HINGED SERVICE TOP. UNIT SHALL BE PRE-WIRED WITH (2)
20 AMP DUPLEX RECEPTACLE IN THE SIDE COMPARTMENTS
AND A BLANK CENTER COMPARTMENT FOR USE BY LOW
VOLTAGE CONTRACTOR.
WIREMOLD #8ATCPNK.
PROVIDE (1) 3/4" CONDUIT FOR POWER FROM PANEL TO BOX.
PROVIDE (1) 1" CONDUIT WITH PULL STRING FROM
POKE-THRU TO TEL/DATA ROOM.
FLUSH MTD 2 HR FIRE RATED POKE-THRU, WITH SINGLE
SERVICE FURNITURE FEED. INCLUDE CUT BACK OF
FURNITURE SYSTEM WHIPS TO MINIMIZE LENGTH. EXACT
LENGTH TO BE DETERMINED IN FIELD. WIREMOLD
#6ATCFFNK OR APPROVED EQUAL. PROVIDE (1) 3/4"
CONDUIT FOR POWER FROM PANEL TO BOX.
XL
XD
XN
XR
XM
RESPONSIBLE FOR MAINTAINING CIRCUITRY TO DEVICES
TO POWER SOURCE AND LABEL BREAKER IN
PANELBOARD AS SPARE. CONTRACTOR SHALL BE
CONDUIT AS REQUIRED SO AS TO PROVIDE A
COMPLETE OPERATIONAL INSTALLATION.
TO BE REMOVED. CUT BACK AND MAKE SAFE ALL
ASSOCIATED BRANCH CIRCUIT WIRING CONDUIT BACK
EQUIPMENT TO BE REMOVED AND REPLACED WITH NEW.
"XL" ADJACENT TO EQUIPMENT DENOTES RELOCATED
EXISTING AT NEW LOCATION
UNAFFECTED BY DEMOLITION.
"XD" ADJACENT TO EQUIPMENT DENOTES EXISTING
"XR" ADJACENT TO EQUIPMENT DENOTES EXISTING
"XN" ADJACENT TO EQUIPMENT DENOTES EXISTING
"XM" ADJACENT TO EQUIPMENT DENOTES EXISTING
SYMBOLS OUT OF FUNCTION DENOTES EXISTING
TO BE RELOCATED AS SHOWN. CUT BACK AND/OR
EXTEND EXISTING BRANCH CIRCUIT WIRING AND
EQUIPMENT TO REMAIN.
EXISTING EQUIPMENT LEGEND
IN EXISTING LOCATION.
TO BE REMOVED, STORED, CLEANED AND REINSTALLED
"XS" ADJACENT TO EQUIPMENT DENOTES EXISTINGXS
PJ
125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DUPLEX RECEPTACLE
MOUNTED RECESSED IN STACKS AT 18" AFF FOR KIOSK.
P
2
GF
G
WP
+60
USB
E
FS
EM
USB
HS
AT
WB
AV
AV
C
TV
KS
1
1
1
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
N.T.S.4/5/2018 10:44:18 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E001
ELECTRICAL LEGEND
SHEET 1
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
FLOOR LEVEL OR ROOF
SLAB ON GRADE
GROUND
1.THIS PACKAGE DENOTES THE UNDERGROUND PATHWAYS FOR THE
BUILDING AS PART OF AN UNDERGROUND PACKAGE. PANELS AND
EQUIPMENT SHOWN IS FOR INFORMATIONAL PURPOSES ONLY. CONDUIT
STUB UP POSITIONS SHALL BE BASED ON INDUSTRY STANDARD PRACTICE.
2.THE DRAWING INDICATE THE GENERAL INTENT AND ARE NOT INTENDED
TO SHOW ALL ITEMS TO BE INSTALLED. REFER TO THE BUILDING PACKAGE
FOR ADDITIONAL INFORMATION.
3.VISIT THE SITE PRIOR TO SUBMISSION OF BIDS TO BECOME FAMILIAR WITH
THE ACTUAL CONDITIONS AND EXTEND OF THE WORK.
UNDERGROUND CONDUIT
OVERHEAD CONDUIT
CONDUIT TRANSITION THROUGH SLAB2
NONE
SECTION OF SERVICE CONDUIT AT FOUNDATION WALL
WATERTIGHT SLEEVE1
NONE
SERVICE DUCTBANK AT FOUNDATION WALL DETAIL3NONE
GROUND CONNECTION AT CONC. FOUNDATION WALL4
NONE
TYPICAL GROUND CABLE/WALL PENETRATION DETAIL7
NONE
SCALE:
TYPICAL GROUNDING AT STEEL COLUMN
GROUND ROD TEST INSPECTION WELL8
NONE SCALE:
TYPICAL GROUNDING AT CONCRETE COLUMN
ELECTRIC SERVICE GROUNDING ELECTRODE DETAIL9
NONE
NONE
NONE
CODES AND STANDARDS
GENERAL NOTES
LEGEND
MASSACHUSETTS STATE BUILDING CODE 780 CMR
2012 INTERNATIONAL BUILDING CODE WITH AMENDMENTS
BUILDING SEISMIC CATEGORY B
MASSACHUSETTS ELECTRICAL CODE
2017 NATIONAL ELECTRICAL CODE (NFPA 70) WITH AMENDMENTS
20'-0"
(TYP. 3 SIDES)
ANCHOR COLLAR
WALL SLEEVE
SYNTHETIC RUBBER
MECHANICAL TYPE
STEEL PIPE
LINK SEAL
CONCRETE WALL
STRUCTURAL REBAR (TYP.)
BSMT LEVEL
FINISHED GRADE
#4/O BARE COPPER WIRE EXOTHERMIC
CONNECTION TO GROUND RING AT BUILDING
EXTERIOR
#4/O BARE COPPER WIRE GROUND RING AT
30" BELOW GRADE. RUN PARALLEL TO
BUILDING.
SEALED BY MEANS OF EXOTHERMIC WELD OR SOLDER DIPPING TO PREVENT WATER
SEEPAGE THROUGH THE INTERSTICES OF CABLE.
ALL CABLES PASSING THROUGH THE FLOOR SLAB OR FOUNDATION WALL SHALL BE
NOTES:
1.
WALL
EXOTHERMIC WELD OR SOLDER DIP
INTERSTICES OF CABLE CAST IN WALL
OR FLOOR WHERE GROUND CABLE
PENETRATES.
#4/0 BARE COPPER WIRE GROUND RING AT
30" BELOW GRADE. RUN PARALLEL TO
BUILDING.
#4/0 BARE COPPER WIRE EXOTHERMIC
CONNECTION TO GROUND RING AT
BUILDING EXTERIOR
#4/O BARE COPPER WIRE GROUND RING AT
30" BELOW GRADE. RUN PARALLEL TO
BUILDING.
#4/O BARE COPPER WIRE EXOTHERMIC
CONNECTION TO GROUND RING AT
BUILDING EXTERIOR
DETAIL 1
NUMBER
ITEM DESCRIPTION
12"
#4/O BARE COPPER WIRE GROUND RING AT
30" BELOW GRADE. RUN PARALLEL TO
BUILDING.
#4/O BARE COPPER WIRE EXOTHERMIC
CONNECTION TO GROUND RING AT
BUILDING EXTERIOR
5
4
4
3
5
4
5
1 LEGEND
3
5
2
4
2
1
# 4/0 BARE CU. GROUND CONDUCTOR
#4/0 AWG GROUND CONDUCTOR
GROUND ROD DRIVEN WITH TOP 1'-0"
3/4" X 10'-0" LONG COPPERWELD
20' OF #4/0 BARE CU. GROUND CONDUCTOR
AT BOTTOM OF FOOTING.
IN 1-1/4"C.
BELOW GRADE.
IN 1-1/4" CONDUIT.
BUILDING SYSTEM GROUND BUS.
6
6 BUILDING EXTERIOR WALL.
INSULATED THROAT
GROUNDING BUSHING
FOR EXACT QUANTITY, SIZE, ELEVATIONS , TYPE, ETC OF CONDUITS SEE FLOOR PLANS. VIBRATE CONCRETE AT
CONDUITS TO FILL ALL VOIDS.
COORDINATE LOCATION OF CONDUITS WITH EQUIPMENT MANUFACTURERS INSTALLATION DRAWINGS.
CONDUIT NIPPLE AND INSULATED GROUDNING BUSHING SHALL BE INSTALLED AFTER EQUIPMENT IS SET IN PLACE
AND BEFORE CABLE IS PULLED.
RGS CONDUIT NIPPLE.
RGS COUPLING SHALL
BE CAST FLUSH WITH
TOP OF THE EQUIPMENT
PAD.
FINISHED FLOOR.
EQUIPMENT PAD
PVC CONDUIT
PVC TO RGS COUPLING
90° RGS ELBOW
RGS CONDUIT
SEE DETAIL #2 FOR
POINT OF ENTRY
SEE NOTE #1
DENOTED AS " " ON DRAWINGS
24"
GROUND ROD 5/8"
x 10' COPPER CLAD
1-1/4" SCHEDULE 80 PVC
CONDUIT STUBBED
ABOVE SLAB
TOP OF ROD AT 24"
BELOW FINISHED
GRADE
GROUND ROD 5/8"
x 10' COPPER CLAD
6
DENOTED AS " " ON DRAWINGS
TOP OF ROD AT 24"
BELOW FINISHED
GRADE
TOP OF ROD AT 24"
BELOW FINISHED
GRADE
GROUND ROD 5/8"
x 10' COPPER CLAD
#4/0 COPPER GROUND
1A&1B
3
2
CONDUCTOR
3
GROUND ROD
BOLTED CONNECTION
GRADE
SEE DETAIL 1
CRUSHED ROCK
2
1B
TOP OF COVER TO BE
FLUSH WITH GRADE
ROD
COVER MARKED
"GROUND"
TEST WELL INSPECTION HOUSING AND COVER. H20 RATED WITH SCHEDULE
80 PVC COVER MARKED "GROUND". PROVIDE ALT#3110 OR EQUAL.
HAGER NO. 305
GROUND ROD
CLAMP
GROUND WIRE
1A
5
GROUND ROD 5/8"
x 10' COPPER CLAD
TOP OF ROD AT 24"
BELOW FINISHED
GRADE
DENOTED AS " " ON DRAWINGS
BUILDING:
ELECTRICAL:
NOTES:
1.
2.
3.
PROVIDE AT LEAST 3" CONCRETE COVER FOR ALL CONDUIT WITH AT LEAST 1-1/2"
COVER FOR REBAR (EXCEPT 3" BELOW REBAR AT BOTTOM OF DUCTBANK.)
REFERENCE TO SPECIFICATION FOR CONCRETE STRENGTH AND REBAR REQUIREMENTS.
PENETRATE THE FOUNDATION WALL AT LEAST 6" FOR REBAR AND USE HILTI HY-150
OR C100 EPOXY GROUT.
DUCTBANK
SEE NOTE #2
CONDUITS
4-4" RGS
10'-0" MAXIMUM
#5 REBAR
24" MINIMUM COVER
FINISHED GRADE
NOTES:
2.
1.
3.
#4/0 AWG INSULATED COPPER
GROUND EXOTHERMIC WELD TO
BUILDING STRUCTURAL REBAR.
EXOTHERMIC CONNECTION TO GROUND
RING AT BUILDING EXTERIOR
PROVIDE 10' OF SLACK
FOR FUTURE EXTENSION.
COLUMN
SLAB ON GRADE,
SEE PLAN
GRID
CONSTRUCTION JOINT
AROUND COLUMN TYP
SLAB ON GRADE,
SEE PLAN
COLUMN
GRID
EXOTHERMIC CONNECTION TO GROUND
RING AT BUILDING EXTERIOR
#4/0 AWG INSULATED COPPER
GROUND EXOTHERMIC WELD TO
BUILDING STRUCTURAL REBAR.
EXOTHERMIC CONNECTION TO GROUND
RING AT BUILDING EXTERIOR
#4/0 AWG INSULATED COPPER
GROUND EXOTHERMIC WELD TO
BUILDING STRUCTURAL REBAR.
EXOTHERMIC CONNECTION TO GROUND
RING AT BUILDING EXTERIOR
#4/0 AWG
INSULATED
COPPER GROUND
EXOTHERMIC WELD
TO BUILDING
STRUCTURAL
REBAR.
1" PVC CONDUIT, CONTINUOUS FROM ABOVE
ROOF TO BELOW GRADE, FURNISHED AND
INSTALLED BY THE ELECTRICAL CONTRACTOR,
COURSE CONDUIT CONCEALED WITHIN
COLUMN AND/ OR WALL CONSTRUCTION.
PROVIDE 10' OF SLACK
FOR FUTURE EXTENSION.
#4/0 AWG INSULATED COPPER
GROUND EXOTHERMIC WELD TO
BUILDING STRUCTURAL REBAR.
#4/0 AWG INSULATED COPPER
GROUND EXOTHERMIC WELD TO
BUILDING STRUCTURAL REBAR.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
N.T.S.4/5/2018 10:44:25 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E001-U
ELECTRICAL DETAILS -
UNDERGROUND
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 01/26/18 PACKAGE 3
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
O N
O F F
O N
O F F
O N
O F F
MIN
2"
MIN 5"
MIN
2"
MIN 5"
"L41A"480Y/277V, 3, 4WFED FROM D41A
208Y/120V, 3, 4W, 100A
LOCATED IN ROOM 1121FED FROM D211A-2,4,6
X211A1
100 AMPLOCATED IN ROOM 1121
PANEL X211A1
100 AMPLOCATED IN ROOM 1121PANEL X211A1
100 AMPLOCATED IN ROOM 1121
PANEL X211A1 100 AMPLOCATED IN ROOM 1121
PANEL X211A1
100 AMPLOCATED IN ROOM 1121
PANEL X211A1 100 AMPLOCATED IN ROOM 1121
PANEL X211A1
100 AMPLOCATED IN ROOM 1121
PANEL X211A1 100 AMPLOCATED IN ROOM 1121
PANEL X211A1
100 AMPLOCATED IN ROOM 1121
PANEL X211A1 100 AMPLOCATED IN ROOM 1121
PANEL X211A1
100 AMPLOCATED IN ROOM 1121
PANEL X211A1 100 AMPLOCATED IN ROOM 1121
PANEL X211A1
208Y/120V, 3, 4W, 100A
LOCATED IN ROOM 1121FED FROM D211A-2,4,6
X211A1
"L41A"480Y/277V, 3, 4WFED FROM D41A
"L41A"480Y/277V, 3, 4WFED FROM D41A
"L41A"480Y/277V, 3, 4WFED FROM D41A
"L41A"480Y/277V, 3, 4WFED FROM D41A
FE D FRO M D 41A480Y /277V , 3, 4W"L41A "
EQUIPMENT TYPE:VOLTAGE:BUILDING LEVEL SEQUENCE:
EQUIPMENT DESIGNATION LEGEND4
NTS
REQUIRED CLEARANCE FOR ELECTRICAL EQUIPMENT5
NTS
TYPICAL DETAIL FOR LABELING SYSTEM ON DEVICE PLATES6
NONE
EQUIPMENT NAMEPLATE TYPE 1 DETAIL2
NONE
EQUIPMENT NAMEPLATE TYPE 2 DETAIL3
NONE
EXAMPLE
EXAMPLE
NOTES:NOTES:
NOTES:NOTES:
TYPICAL DEVICE MOUNTING HEIGHTS1
NONE
A
DISTRIBUTION PANEL
ELECTRICAL IDENTIFICATION
N.T.S.B
PANEL
ELECTRICAL IDENTIFICATION
N.T.S.
C
DISCONNECT SWITCH
ELECTRICAL IDENTIFICATION
N.T.S.D
VARIABLE FREQUENCY DRIVES
ELECTRICAL IDENTIFICATION
N.T.S.
E AUTOMATIC TRANSFER SWITCH
N.T.S.
BACK SPLASH
ED000400
2
E002
2
E002
2
E002
2
E002
3
E002
2
E002
NOTE: COVER NOT SHOWN
FOR CLARITY.
EMERGENCY POWER
NORMAL
SOURCE
LOAD SERVED
CL
4 = 480V
2 = 208V
1 = LEVEL 1
2 = LEVEL 2
MS = SWITCHGEAR/SWITCHBOARD
EQUIPMENT TYPE
VOLTAGE
BUILDING LEVEL
SEQUENCE
K 211
1 - FIRST PANEL
2 - SECOND PANEL
3 - THIRD PANEL
ETC.
D = DISTRIBUTION PANEL
LCP = LIGHTING CONTROL PANEL
3.
2.
1.
P = POWER PANEL
M = MECHANICAL PANEL
L = LIGHTING PANEL
LL = LOWER LEVEL
3 = LEVEL 3
K = KITCHEN PANEL
PANEL NAME AND
CIRCUIT NUMBER.
AND PHASE.
VOLTAGE, POLES
NOTE: UTILIZE ONLY CLEAR LABELS
TYPICAL 120V
RECEPTACLE
208V 2P 1Φ
TYPICAL 208V
RECEPTACLE
R22N-3 P22N-5,7
SECURE NAMEPLATE TO SURFACES WITH (2) FLAT HEAD BRASS SCREWS. ADHESIVE CEMENT SHALL NOT
BE ALLOWED.
NORMAL POWER NAMEPLATE TO BE 1/16" THICK PLASTIC LAMINATE. FACE SHALL BE WHITE, ENGRAVED
LETTERS SHALL BE BLACK.
3.
2.
NOTES:
1/4" LETTERS
SCREWS
(TYPICAL)
DESCRIPTIVE NAMEPLATES FOR EQUIPMENT AND PANELS SHALL HAVE FOUR LINES OF TEXT. THE FIRST
LINE SHALL IDENTIFY THE EQUIPMENT OR PANEL NAME. THE SECOND LINE SHALL IDENTIFY VOLTAGE,
AMPERAGE AND PHASE. THE THIRD LINE SHALL IDENTIFY WHERE THE EQUIPMENT OR PANEL IS SUPPLIED
FROM (I.E. SOURCE OF POWER INCLUDING PANEL NAME AND CIRCUIT NUMBER). THE LAST LINE SHALL
IDENTIFY WHERE THAT SOURCE OF POWER IS LOCATED (I.E. ROOM NUMBER).
1.
VOLTS, PHASE, WIRE, AMPS
LOCATION OF SOURCE
FED FROM
EQUIPMENT NAME
SECURE NAMEPLATE TO SURFACES WITH (2) FLAT HEAD BRASS SCREWS. ADHESIVE CEMENT SHALL NOT
BE ALLOWED.
2.
NOTES:
1/4" LETTERS
SCREWS
(TYPICAL)
DESCRIPTIVE NAMEPLATES FOR BREAKERS SHALL HAVE THREE LINES OF TEXT. THE FIRST LINE SHALL
IDENTIFY THE EQUIPMENT OR PANEL NAME BEING SERVED. THE SECOND LINE SHALL IDENTIFY AMPERAGE
OF BREAKER. THE THIRD LINE SHALL IDENTIFY WHERE THE EQUIPMENT OR PANEL SUPPLIED IS LOCATED
(I.E. ROOM NUMBER, ROOF, ETC).
1.
AMPS OF BREAKER
LOCATION OF EQUIP.
EQUIPMENT SERVING
100 AMP
LOCATED IN ROOM 1121
PANEL X211A1
EMERGENCY POWER NAMEPLATE TO BE 1/16" THICK PLASTIC LAMINATE. FACE SHALL BE RED, ENGRAVED
LETTERS SHALL BE WHITE.
4.
NORMAL POWER NAMEPLATE TO BE 1/16" THICK PLASTIC LAMINATE. FACE SHALL BE WHITE, ENGRAVED
LETTERS SHALL BE BLACK.
3.
EMERGENCY POWER NAMEPLATE TO BE 1/16" THICK PLASTIC LAMINATE. FACE SHALL BE RED, ENGRAVED
LETTERS SHALL BE WHITE.
4.
REFER TO SPECIFICATIONS FOR ADDITIONAL NAMEPLATE
REQUIREMENTS.
5.
REFER TO SPECIFICATIONS FOR ADDITIONAL NAMEPLATE
REQUIREMENTS.
5.
X211A1
208Y/120V, 3Φ, 4W,
100A FED FROM
D211A-2,4,6 LOCATED
IN ROOM 1121
PROVIDE NAMEPLATE TYPE 1 FOR EQUIPMENT AND
NAMEPLATE TYPE 2 FOR COMPARTMENTS SERVING
EQUIPMENT. FOR SPARE UNITS AND SPACES PROVIDE
BLANK NAMEPLATES.
ARC FLASH WARNING LABEL
PROVIDE NAMEPLATE TYPE 1 FOR EQUIPMENT AND NAMEPLATE
TYPE 2 FOR COMPARTMENTS SERVING EQUIPMENT. FOR SPARE
UNITS AND SPACES PROVIDE BLANK NAMEPLATES.
PROVIDE NAMEPLATE TYPE 1 FOR EQUIPMENT.PROVIDE NAMEPLATE TYPE 1 FOR EQUIPMENT.
ARC FLASH WARNING LABELARC FLASH WARNING LABEL
11
11
DEVICE LOCATIONS AND MOUNTING HEIGHTS SHALL BE CHECKED AGAINST
THE ARCHITECTURAL PLANS AND ELEVATIONS PRIOR TO ROUGH-IN IN
ORDER TO AVOID INTERFERENCE'S WITH CASEWORK, FURNITURE,
WINDOWS, MIRRORS, EQUIPMENT, ETC.
REFER TO THE ARCHITECT'S ELEVATION DETAILS FOR EXACT MOUNTING
HEIGHT AND LENGTH OF SURFACE RACEWAYS. RECEPTACLE MOUNTING
HEIGHT ABOVE COUNTERS SHALL BE COORDINATED WITH CASEWORK
HEIGHTS.
DEVICES SHALL BE CENTERED IN A COMMON VERTICAL PLANE. HEIGHT
SHALL BE MEASURED FROM FINISHED FLOOR TO CENTERLINE OF DEVICE
EXCEPT EXIT SIGNS, AND FIRE ALARM SIGNALS. COORDINATE LOCATION
WITH MATERIALS SUCH AS MASONRY UNITS.
4.
3.
1.
NOTES:
2"
1'-6"
4'-6"
4'-0"
6"
FINISHED
COMMUNICATION OUTLETS
RECEPTACLES
WALL TELEPHONES
SWITCHES
6'-0"
PANEL BOARD
FLOOR
3'-8"
COUNTER. SEE NOTE 4
LOCATIONS OF OUTLETS AND EQUIPMENT AS INDICATED ON THE DRAWINGS
ARE APPROXIMATE. THE EXACT CENTER OF ALL OUTLETS SHALL BE PLACED
IN COOPERATION WITH THE CONTRACTOR AND ARCHITECT. CONTRACTOR
SHALL EXAMINE ALL INTERIOR DETAILS OF THE CONSTRUCTION DRAWINGS
FOR OUTLET LOCATIONS NOT CONFORMING TO THE DETAIL ABOVE. WHERE
DETAILED TO SPECIFIC LOCATIONS, THE ARCHITECTURAL DRAWINGS SHALL
TAKE PRECEDENCE. IF AN OUTLET IS INSTALLED IN SUCH A LOCATION AS TO
BE OUT OF PROPER RELATION TO WALLS OR DETAILS OF THE BUILDING, ITS
LOCATION SHALL BE CORRECTED BY AND AT THE EXPENSE OF THE
CONTRACTOR UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER.
2.
REQUIRED.
PROVIDE PENDANT WHERE
EXIT SIGN
CEILING
A/C SUPPLY
DIFFUSER
3' (MIN)
CEILING MOUNTED
OCCUPANCY SENSOR
ARC FLASH WARNING
LABEL (BEHIND DOOR)
ARC FLASH WARNING LABEL
FOR EACH SOURCE
G = GROUND LEVEL
4 = LEVEL 4
- 3 1/2 FT. FOR 150-600 VOLT TO GROUND (CONDITION 2 "LIVE TO GROUND")
THE MINIMUM HEADROOM OF WORKING SPACE SHALL BE 6 1/2 FT.
- 4 FT. FOR 150-600 VOLT TO GROUND (CONDITION 3 "LIVE EQUIPMENT TO LIVE EQUIPMENT")
- 3 FT. FOR 0-150 VOLT TO GROUND ELECTRIC EQUIPMENT
NOTES:
*
WALL MOUNTED PANELS
30" MIN.
FRONT
*
FLOOR MOUNTED TRANSFORMER
6"
FRONT
6"
*
WALL OR
NON-COMBUSTIBLE
MATERIAL
PANELS INCLUDES POWER PANELS, CONTACTORS, CONTROL CABINETS, DISCONNECT SWITCHES, MOTOR STARTERS, TIME CLOCK AND
SIMILAR ELECTRIC EQUIPMENT.
" " DENOTES MINIMUM WORKING CLEARANCE (IN THE DIRECTION OF ACCESS TO LIVE PARTS) REQUIRED BY N.E.C. 110-26(a).
6" MIN. REAR
CLEARANCE FOR
ADEQUATE
VENTILATION
1
1
1
1
1
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
N.T.S.4/5/2018 10:44:33 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E002
ELECTRICAL LEGEND
SHEET 2
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
2 1
3
4
5
6
6
5
23 21
29
28 27 26 25 24 22
A
D
D.9
H
J
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
C
B
30
25.5 20.521.2
G.6
26.527.127.3 25.7 25.3
L01
LOWER LOBBY
L03
MAIN ELECTRICAL
ROOM
ST L04
STAIR 4EL L04
ELEVATOR 4
L06
ELEVATOR CONTROL
ROOM L05
EMERGENCY
ELECTRICAL
L01C
BLDG STORAGE
12"D CABLE PIT
12"D CABLE PIT
3-HOUR CABLE
VAULT "B"
12"D CABLE PIT
(2)4" CONDUITS
(3)4" CONDUITS
FOR FUTURE
GENERATOR
FEED
(4) 4" CONDUITS
FOR FUTURE
PRIMARY FEED
(10) 4" CONDUITS FOR FUTURE
PANELBOARD FEEDERS
(8) 4" CONDUITS FOR FUTURE
PANELBOARD FEEDERS
CONDUITS
STUBBED UP
(4)4" SLEEVES
& (4)2" SLEEVES
FOR FUTURE
GENERATOR FEED
(4)4" SLEEVES
FOR FUTURE
PRIMARY FEED
BOND THE LIGHTNING PROTECTION
SYSTEM GROUNDING COUNTERPOISE
TO THE MAIN GROUND ELECTRODE
GROUND BAR. USE #4/0 AWG COPPER
CABLE WITH 600 VOLT INSULATION. AT
THE UNDERGROUND CONNECTION
USE A COMPRESSION CONNECTOR
THAT MEETS IEEE 837
REQUIREMENTS OR USE AN
EXOTHERMIC WELD. REFER TO
COLUMN DETAILS ON DWG E001-U.
CONCRETE ENCASED
ELECTRODE PER NEC. 250.52(A)
(3). MINIMUM OF 20 FEET OF 4/0
AWG COPPER ENCASED IN
CONCRETE FOOTING. EXTEND
THROUGH FOUNDATION WALL
FOR FUTURE CONNECTION TO
MAIN GROUND BUS.GROUND TEST WELL.
REFER TO DETAIL 8
ON E001-U.
BUILDING SUPPLEMENTAL
GROUND ROD TRIAD.REFER TO
DETAIL 9 ON DWG. E001-U.
3
E100LL-U
4
E100LL-U
CONDUITS
STUBBED UP
5
E100LL-U
(2)4" SLEEVES
& (2)2" SLEEVES
FOR FUTURE
WASHBURN
GENERATOR FEED
2
E100LL-U
CONDUITS STUBBED UP
IN ELECTRICAL ROOM
ABOVE
6
E100LL-U
(2)4" SLEEVES
& (2)2" SLEEVES
FOR FUTURE
WASHBURN
GENERATOR FEED
(3)4" CONDUITS
FOR FUTURE
GENERATOR
CONTROLS
CONDUITS
STUBBED INTO
ROOM
3-HOUR CABLE
VAULT "A"
CONDUITS
STUBBED UP
3
3
D.9 EXPEXNEXMEXLEXKEXJEXHE.5 D.8EE.7 E.3 D.7E.1EXJEXKEXL EXNEXPD.9E.5 D.8EE.7 E.3E.6 D.7E.1 D.9EXKE.5 D.8EE.7 E.3 D.7E.1
293030292930
2727.127.3 2727.3 27.12727.127.3
F.3 EXMEXLEXKEXJEXHEXGE.5 EFE.7 E.3 E.1EXGEXJEXKEXLE.5F.3 EFE.7 E.3E.6 E.1F.1F.3 EXKE.5 EFE.7 E.3 E.1
23 26252422EX1EX2EX3EX4EX524.3 25.5 25.725.324.5 25.4EX1EX2EX4EX523 2625242224.3 25.5 25.725.3 25.424.523 2625242224.3 25.5 25.725.324.5
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
As indicated
4/5/2018 10:44:41 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E100LL-U
ELECTRICAL LEVEL LL PLAN
- UNDERGROUND
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 ELECTRICAL LEVEL LL PLAN - UNDERGROUND
ELECTRICAL DISTRIBUTION NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO DRAWING E001-U.
2 ROUTING AND QUANTITY OF CONDUITS ARE SHOWN DIAGRAMATICALLY. EXACT ROUTING
SHALL BE DETERMINED IN THE FIELD AND COORDINATED WITH OTHER TRADES. RUN
CONDUIT IN AS DIRECT LINES AS POSSIBLE AND TIGHT TO UNDERSIDE OF DECK. NOT ALL
CONDUITS ARE SHOWN, ONLY MAJOR ROUTES OUTSIDE THE ELECTRICAL ROOMS.
COORDINATE ROUTING WITH MECHANICAL CONTRACTOR.
3 ALL CONDUIT PENETRATIONS THROUGH EXTERIOR FOUNDATION WALLS SHALL BE
SLEEVED. PROVIDE SEALING ASSEMBLIES BETWEEN CONDUIT AND SLEEVE WITH
MODULAR MECHANICAL TYPE INTERLOCKED SYNTHETIC RUBBER LINKS SHAPED TO
CONTINUOUSLY FILL ANNULAR SPACE BETWEEN CONDUIT AND WALL OPENING.
4 ALL CONDUITS SHALL HAVE INSULATED BUSHINGS WITH GROUND CLAMPS. ALL EMPTY
CONDUITS SHALL BE INSTALLED WITH NYLON PULL WIRE. PULL WIRE SHALL BE LABELED
AT BOTH ENDS.
5 COORDINATE INSTALLATION OF CONDUITS IN INTERSTITIAL SPACE BETWEEN SLABS WITH
PLUMBING CONTRACTOR FOR PERFORATED PIPING CROSSINGS.
6 LOCATIONS OF CABLE PITS ARE DIAGRAMMATIC AND SHALL BE COORDINATED WITH
SWITCHGEAR SHOP DRAWINGS.
7 GENERAL INTENT ILLUSTRATED AT CONDUIT TERMINATIONS TO ELECTRICAL DISTRIBUTION
EQUIPMENT. CONDUIT PITS AND/OR SWEEPS INTO GEAR SHALL BE COORDINATED WITH
THE EQUIPMENT SUPPLIER'S SHOP DRAWINGS PRIOR TO INSTALLATION.
8 HEIGHTS OF ELECTRICAL CONDUITS SHALL BE COORDINATED WITH SITE CONDITIONS.
ELECTRICAL SHEET NOTES - UNDERGROUND LIGHTNING PROTECTION
1 REFER TO DRAWING E001-U FOR LEGEND AND GENERAL NOTES.
2 FABRICATION, ERECTION AND INSTALLATION OF THE COMPLETE GROUNDING SYSTEM
SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER BY QUALIFIED PERSONNEL
EXPERIENCED IN SUCH WORK AND SHALL PROCEED IN AN ORDERLY MANNER SO AS
NOT TO HOLD UP THE PROGRESS OF THE PROJECT. THIS CONTRACTOR SHALL BE
RESPONSIBLE TO TRENCH, BACKFILL, AND COMPACT WHERE REQUIRED. THE
GROUNDING CONDUCTOR SHALL BE INSTALLED A MINIMUM OF 30" BELOW GRADE AND
SHALL BE CADWELDED TO THE TOP OF THE GROUND RODS. THE RODS SHALL BE
DRIVEN TO THE GROUNDING CONDUCTOR DEPTH UTILIZING A GROUND ROB DRIVING
SHEILD, ERICO PRODUCTS #S-2928 OR EQUAL. ALL GROUND RODS SHALL BE DRIVEN
VERTICALLY.
3 PRODUCTS: ALL SIMILAR MATERIALS AND EQUIPMENT SHALL BE THE PRODUCT OF THE
SAME MANUFACTURER. ALL MATERIALS SHALL BE NEW AND SHALL CONFORM TO
APPLICABLE STANDARDS OF UNDERWRITER'S LABORATORIES INC.
4 THE ROUTING OF GROUND CABLES AND LOCATIONS OF GROUND RODS ARE SHOWN
DIAGRAMTICALLY. EXACT ROUTING AND LOCATIONS SHALL BE DETERMINED IN THE
FIELD. THE BUILDING GROUND LOCATION SHALL BE APPROVED BY THE PROJECT
MANAGER OF ANY DIFFICULTIES INSTALLING THE GROUND SYSTEM DUE TO SITE OR
SOIL CONDITIONS.
5 BURIED GROUND CONDUCTORS SHALL BE BROUGHT TO THE SURFACE AS NEAR AS
POSSIBLE TO THE EQUIPMENT TO BE GROUNDED.
6 UNDERGROUND WIRE CONNECTIONS SHALL BE ONLY APPROVED TYPE. ALL
CONNECTIONS SHALL BE EXOTHERMIC WELDED TYPE, CADWELD" OR EQUAL. ALL
GROUNDING CONNECTIONS SHALL BE COATED WITH AN ANTI-CORROSIVE AGENT SUCH
AS T&B KOPR SHEILD. "NO-OXY", "NOALOX" OR "PENETROX". VERIFY PRODUCT WITH
PROJECT MANAGER.
7 ALL TERMINATIONS AT EQUIPMENT ENCLOSURES, PANELS, FRAMES OF EQUIPMENT,
AND WHERE EXPOSED FOR GROUNDIND CONDUCTOR TERMINATION SHALL BE
PERFORMED UTILIZING TWO HOLE BOLTED TONGUE COMPRESSIONS TYPE WITH
STAINLESS STEEL SELF TAPPING SCREWS
8 ALL CLAMPS AND SUPPORTS USED TO SUPPORT THE GROUNDING SYSTEM
CONDUCTORS AND PVC CONDUITS SHALL BE PVC TYPE (NON-CONDUCTIVE). DO NOT
USE METAL BRACKETS OR SUPPORTS WHICH WOULD FORM A COMPLETE RING
AROUND ANY GROUNDING CONDUCTOR.
9 ALL BOLTS, WASHERS, AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE
STAINLESS STEEL.
10 GROUND CONNECTIONS: CLEAN SURFACES THOROGHLY BEFORE APPLYING GROUND
LUGS OR CLAMPS. IF SURFACE IS COATED, THE COATING MUST BE REMOVED DOWN TO
THE BARE METAL. AFTER THE COATING HAS BEEN REMOVED, APPLY A NON-CORROSIVE
APPROVED COMPOUND TO CLEANED SURFACE AND INSTALL LUGS OR CLAMPS. WHERE
GALVANIZING IS REMOVED FROM METAL, IT SHALL BE PAINTED OR TOUCHED UP WITH
"GALVAMOX", OR EQUAL.
1/4" = 1'-0"4 SECTION - CABLE VAULT "A" SECTION
1/4" = 1'-0"3 SECTION - CABLE VAULT "B" SECTION 2
1/4" = 1'-0"5 SECTION - SERVICE ENTRANCE SLEEVES ELEVATION
ELECTRICAL KEY NOTES - UNDERGROUND
KEY NOTE DESCRIPTION
1 MAIN GROUND BUS PROVIDED UNDER FUTURE PACKAGE.
2 4/0 AWG TO FUTURE GROUND BUS. PROVIDE 20' OF SLACK FOR FUTURE EXTENSION.
3 PROVIDE SLEEVES FOR FUTURE (4)4" SERVICE ENTRANCE CONDUITS FOR PRIMARY
FEED. SEE DETAIL 3 ON E001-U FOR DETAIL OF FUTURE INSTALLATION.
4 COORDINATE INSTALLATION OF CONDUITS WITH PLUMBING CONTRACTOR FOR
PERFORATED PIPING CROSSINGS.
5 SEE STRUCTURAL DRAWINGS FOR DESIGN OF VAULT.
6 PROVIDE UNISTRUT AND INSULATORS AS NEEDED TO SUPPORT ALL CONDUCTORS
ALONG ROUTE FROM INCOMING TO OUTGOING CONDUITS IN VAULT.
1/4" = 1'-0"2 SECTION - CABLE VAULT "B" SECTION 1
1/4" = 1'-0"6 SECTION - CONDUITS TO GROUND LEVEL
2
2
2
NO. DATE DESCRIPTION
1 01/26/18 PACKAGE 3
2 02/09/18 PACKAGE 3 - ADDENDUM #2
3 03/23/18 PACKAGE 4 - ADDENDUM #1
EEEGGGLEVEL G
23
A
177' - 6"
179' - 0"
175' - 11"UPDNNEW GATEW/ CLOSERSHELVING
PCTERMINAL5
COUNTER W/CABINETS22914014023
A
LEVEL G
LEVEL LL
LEVEL 1
23
ARAMP DN1:12UPUPUPUPDNADADFRECYCLING DEMOSTRATION STATION10"/5'10" SLOPESHAREDFACILITYSMITHCENTERSCOMMONSUPPORT289 SFONE SIDE RAILINGNOT ADACOMPLIANTONE SIDE RAILINGNOT ADACOMPLIANTSTAGEUPRAMP DOWN124.0'DNDN124.0'125.5'117.75'117.75'119.42'RAMP DOWN1:12DN10"/5'10" SLOPEELEVPROPOSEDLANDINGEXTENSIONUPUPVENDINGMACHINES1471221194373123139133209567 s.f.11712212211341118154784893161103225Tabl
e & Chairs:Chairs:Standing:Table & Chairs:Chai
rs:Standi
ng:3781189GARDEN LEVELFIRSTFLOORLEVEL LL
LEVEL G
LEVEL 1
177' - 6"
179' - 0"
175' - 11"
192' - 2"
188' - 0"
192' - 2"RESERVEDR4'-0"
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
9L-601
8L-601
BURTON LAWN
NEILSON LIBRARY
ALUMNAE GYM
WASHBURN
HALL
WRIGHT HALL
HATFIELD HALL
S1
S1
S1
S1WPWP
WPWP
J J J J
WPWP WPWP
EX.
MH
P42
EX.
MH
P43
EXTEND DUCTBANK
FROM ENABLING PACKAGE
AS NEEDED
EXTEND DUCTBANK
FROM ENABLING PACKAGE
AS NEEDED
E101
2
1
E121
C-C
1
E121
A-A
1
E121
B-B
1
E121
A-A
18
18
20
20
P2G2-18,20
1
GENERATOR
LOAD BANK
TRIPLE
SWITCH
PG
FOR CONNECTION TO
JACKET WATER HEATER
FOR CONNECTION TO
BATTERY CHARGER
FOR CONNECTION TO
BATTERY STRIP HEATER
PG-3,5 PG-2,4
PG-6,8
PG-1
3' - 0"18' - 6"7' - 2"PG-7 7
7
7
7
1
1
1
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
As indicated
4/5/2018 10:44:57 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E101
ELECTRICAL SITE POWER
PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1" = 20'-0"1 SITE POWER PLAN
1/4" = 1'-0"2 GENERATOR WELL PART PLAN
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):48
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):38
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):38
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):13.72
R 1.22 1.22 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):13.72
M 12.5 12.5 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:39 52 27
PHASE LOAD:4.47 6 3.25
23 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 24
21 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 22
19 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 20
17 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 18
15 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 16
13 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 14
11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12
9 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 10
7 R GENERAL RECEPTACLES 20 1 0.72 0.25 8
5 3 0.25 2 30
GENERATOR BATTERY
CHARGER R 6
3 M GENERATOR JACKET WATER
HEATER 15 2
3 3 4
1 M BATTERY STRIP HEATER 20 1 0.5 3 2 20
GENERATOR JACKET WATER
HEATER M 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:DP2G1 MCB RATING:100A ISOLATED GROUND:No
VOLTAGE:208Y/120 MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:PG BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
1
EEEEEEEEEEEEEEEGGGGGLEVEL G
23
A
177' - 6"
179' - 0"
175' - 11"UPDNNEW GATEW/ CLOSERSHELVING
PCTERMINAL5
COUNTER W/CABINETS22914014023
A
LEVEL G
LEVEL LL
LEVEL 1
23
ARAMP DN1:12UPUPUPUPDNADADFRECYCLING DEMOSTRATION STATION10"/5'10" SLOPESHAREDFACILITYSMITHCENTERSCOMMONSUPPORT289 SFONE SIDE RAILINGNOT ADACOMPLIANTONE SIDE RAILINGNOT ADACOMPLIANTSTAGEUPRAMP DOWN124.0'DNDN124.0'125.5'117.75'117.75'119.42'RAMP DOWN1:12DN10"/5'10" SLOPEELEVPROPOSEDLANDINGEXTENSIONUPUPVENDINGMACHINES1471221194373123139133209567 s.f.11712212211341118154784893161103225Tabl
e & Chairs:Chairs:Standing:Table & Chairs:Chai
rs:Standing:3781189GARDEN LEVELFIRSTFLOORLEVEL LL
LEVEL G
LEVEL 1
177' - 6"
179' - 0"
175' - 11"
192' - 2"
188' - 0"
192' - 2"LPIN MULCHRESERVEDR4'-0"
LIMIT
OF
WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT O
F
W
O
RK
LI
MIT OF
WOR
K
LIMIT OF WORKLIMIT OF WORK
FUTURE LIMIT
FUTURE LIMIT
FUTURE LIMIT
FUTURE LIMIT
F U T U R E L IM ITBURTON LAWN
NEILSON LAWN
NEILSON LIBRARY
ALUMNAE GYM
WASHBURN
LAWRENCE
HOUSE
YOUNG
SCIENCE LIBRARY
BASS
HALL
MORRIS
HOUSE
MCCONNELL
HALL BURTON HALL
WRIGHT HALL
HATFIELD HALL
HUBBARD HOUSE
SEELYE HALL
PARKING
NEILSON DRIVE
BRANCH CIRCUITS SCHEDULE
2 #10 & 1 #10 GND.
TAG CONDUCTOR
2 #8 & 1 #8 GND.
IN 2"C.
IN 2"C.A
B
2 #10 & 1 #10 GND. IN 1"C.C
TAG
TAG
TAG
TAG
TAG
TAG
TAG
TAG
TAG
TAG
TAG
TAG
TAG
TAG
TAG
TAG
TAGTAG
TAG
TAG
TAG
TAG
E112
1
E112
2
HH
HH
HH
HH
A
A
A
A
HH
HH
HH
AA
HH
HH
HH
HH
HH
HH
HH
HH
A
A
A
HH
A
HH
HH
HH
HH
HH
HH
HH
A
A
A
A
A
A
A
A
A
A
A
A
8
88
8
6
6
TAG
6
6 6
6
6
6
L4G1- 4
4
4
2
2
2
2
2
2
2
L4G1-8
2 L4G1-2
TAG
XN
TAG
XN
TAG
XN
TAG
XN
TAG
XN
TAG
XN
TAG
XN
TAG
XN
TAG
XN
TAG
XN
TAG
XN
1
1
1
1
1
1
1
1
1
1
1
1
1
A
HANDHOLE TYPE "HH". SEE DETAIL 7
ON DRAWING E121 FOR ADDITIONAL
INFORMATION. (TYPICAL)
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
As indicated
4/5/2018 10:45:12 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E111
ELECTRICAL SITE LIGHTING
PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1" = 20'-0"1 SITE LIGHTNG PLAN
ELECTRICAL SITE LIGHTING NOTES
1 TREE PROTECTION: NOTE THAT THE PROJECT
HAS A STRICT TREE PROTECTION PLAN IN
PLACE. THIS PLAN NOT ONLY INCLUDES THE
ABOVE GRADE TREES AND BRANCHES BUT
THE UNDERGROUND ROOT SYSTEM. ANY
EXCAVATION AROUND TREES SHALL BE
COORDINATED WITH THE GENERAL
CONTRACTOR AND SMITH COLLEGE
2 THE CONDUITS ROUTING ON THIS DRAWING
IS FOR DIAGRAMMATIC PURPOSES ONLY. THE
EXACT LENGTH AND ROUTING OF ALL
CONDUITS MUST BE DETERMINED IN THE
FIELD. COORDINATE THOROUGHLY WITH CIVIL
AND LANDSCAPE DRAWINGS TO AVOID ANY
CONFLICT. COORDINATE EXACT LOCATION
WITH EXISTING AND NEW DUCTBANKS,
MANHOLES, ETC
3 REFERENCES OF EXISTING UTILITIES BELOW
GRADE ARE APPROXIMATE. THE ELECTRICAL
CONTRACTOR SHALL EXERCISE DUE CARE
WHILE EXCAVATING THE TRENCH FOR NEW
CONDUITS
4 IN GENERAL, ALL HANDHOLES SHALL BE
LOCATED FULLY OUT OF PAVING AND
PREFERABLY IN LAWN AS OPPOSED TO
PLANTING BED. ALLOW A MINIMUM OF 8"
BETWEEN HANDHOLE COVER TRIM AND
HARDSCAPE EDGE TO ALLOW GRASS TO
SURVIVE
1
E
GLEVEL G23A175' - 11"UP
DNNEW GATE
W/ CLOSER SHELVING5 COUNTER W/CABINETS229
140140
23ALEVEL GLEVEL 123ARAMP DN
1:12
SMITH
CENTERS
COMMON
SUPPORT
289 SF
209
567 s.f.
117 122 122 113
Table & Chairs:
Chairs:
Standing:
37
81
189
GARDEN LEVEL FIRSTFLOOR
LEVEL GLEVEL 1175' - 11"192' - 2"188' - 0"192' - 2"LIMIT OF WORKNEILSON LIBRARYWRIGHT HALLUPUPUPDN147 122 119 73123139133Table & Chairs:Chairs:Standing:BRANCH CIRCUITS SCHEDULE2 #10 & 1 #10 GND.TAG CONDUCTOR2 #8 & 1 #8 GND.IN 2"C.IN 2"C.AB2 #10 & 1 #10 GND. IN 1"C.CTAI TAITAITAITAITAITAITAITAITAITAITAKTAKTAKTAKTAGTAKTYPICALTAGTYPICALTAITYPICALTYPICALTYPICALTYPICALTAITAITAIHHHHAAAHHHHHHHHAATYPICALHHAHHHHHHAAAAHHHHHHAAAAAA12121244L4G1-4zX02zX02zX0212zX02TYPICALzX03TYPICALL4G1-12L4G1-16TYPICAL12TYPICALTYPICAL12TYPICAL12TYPICAL161616161616161616L4G1- 6CCCCCCCCCTAITAITAITAIzX0312TAITAIzX0411111111111111TAITAITAITAITAITAITAGHHHHAAAL4G1- 4C1THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, MA 02108144 Moody StreetBuilding 4Waltham, MA 02453111 Devonshire StreetBoston, MA 02109274 Summer StreetBoston, MA 02210LIGHTING CONSULTANTTillotson Design Consultants40 Worth Street, Suite 703New York, NY 10013 As indicated4/5/2018 1:14:44 PMC:\Users\cstellberger\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_cstellberger.rvt4786.000E112ELECTRICAL SITE LIGHTINGPART PLANSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MACONFORMANCE SET04/06/2018 1/8" = 1'-0"1SITE LIGHTNG PART PLAN AREA A 1/8" = 1'-0"2SITE LIGHTNG PART PLAN AREA BELECTRICAL SITE LIGHTING NOTES1 TREE PROTECTION: NOTE THAT THE PROJECTHAS A STRICT TREE PROTECTION PLAN INPLACE. THIS PLAN NOT ONLY INCLUDES THEABOVE GRADE TREES AND BRANCHES BUTTHE UNDERGROUND ROOT SYSTEM. ANYEXCAVATION AROUND TREES SHALL BECOORDINATED WITH THE GENERALCONTRACTOR AND SMITH COLLEGE2 THE CONDUITS ROUTING ON THIS DRAWINGIS FOR DIAGRAMMATIC PURPOSES ONLY. THEEXACT LENGTH AND ROUTING OF ALLCONDUITS MUST BE DETERMINED IN THEFIELD. COORDINATE THOROUGHLY WITH CIVILAND LANDSCAPE DRAWINGS TO AVOID ANYCONFLICT. COORDINATE EXACT LOCATIONWITH EXISTING AND NEW DUCTBANKS,MANHOLES, ETC3 REFERENCES OF EXISTING UTILITIES BELOWGRADE ARE APPROXIMATE. THE ELECTRICALCONTRACTOR SHALL EXERCISE DUE CAREWHILE EXCAVATING THE TRENCH FOR NEWCONDUITS4 IN GENERAL, ALL HANDHOLES SHALL BELOCATED FULLY OUT OF PAVING ANDPREFERABLY IN LAWN AS OPPOSED TOPLANTING BED. ALLOW A MINIMUM OF 8"BETWEEN HANDHOLE COVER TRIM ANDHARDSCAPE EDGE TO ALLOW GRASS TOSURVIVE1NO. DATE DESCRIPTION1 03/23/18 PACKAGE 4 - ADDENDUM #1
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SECTION "A-A"
MEDIUM VOLTAGE FEED
SECTION "C-C"
WASHBURN EMERGENCY
SCALE:
SECTION "B-B"
NEILSON & WASHBURN
DUCTBANK SECTIONS1
NONE
TYPICAL DIRECT BURIED DUCTBANK RUN BELOW FLOOR SLAB4
NONE
TYPICAL DIRECT BURIED CONDUIT DETAIL FOR SITE LIGHTING5NONE
MANHOLE PENETRATION DETAIL2
NONE
TYPICAL REINFORCED CONCRETE DUCTBANK CONSTRUCTION DETAIL3
NONE
TYPICAL DUCT BANK TERMINATION DETAIL6
NONE
GENERATOR FEED
SECTION "E-E"
NEILSON EMERGENCY
GENERATOR FEED
SECTION "D-D"
MEDIUM VOLTAGE FEED
EMERGENCY GENERATOR FEEDS
TYPICAL HANDHOLE DETAIL7
NONE
L O G O
FILE: ED200400
BOR_4.75x8.DWG
FILE:ED200100
FILE:ED200500
FILE: ED201400
CONDUIT IDENTIFICATION SCHEDULE
SECTION A-A
CONDUIT IDENTIFICATION SCHEDULE
SECTION B-B
TIE TO DUCT BANK REINFORCING
ALL FOUR CORNERS)
12" LONG (TYPICAL
NO. 4 REBAR, MINIMUM
2 PART EPOXY ADHESIVE
EXISTING MANHOLE WITH
SET REBAR INTO SIDE OF
EXISTING
MANHOLE WALL
CONFIGURATION
FOR DUCT BANK
AS REQUIRED
MANHOLE WALL
CORE DRILL
CONDUIT IDENTIFICATION SCHEDULE
SECTION C-C
CONDUIT IDENTIFICATION SCHEDULE
SECTION E-E
CONDUIT IDENTIFICATION SCHEDULE
SECTION D-D
GENERAL NOTES- ELECTRICAL DUCTBANK WORK
1. ALL NEW UNDERGROUND DUCTBANK AND MANHOLE WORK SHALL BE PERFORMED BY THE CONTRACTOR
UNLESS OTHERWISE NOTED.
2. ALL NEW CONDUITS SHALL INCLUDE PULL STRINGS, FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR.
3. ALL NEW DUCTBANKS SHALL CONSIST OF CONCRETE ENCASED PVC TYPE EB CONDUITS, SIZES AND
QUANTITIES AS INDICATED. REFER TO DETAILS.
4. DUCTBANKS SHALL BE INSTALLED TO SLOPE TOWARD MANHOLES AND NOT ENTRANCES INTO BUILDINGS.
VALLEYS IN CONDUIT SYSTEM ARE NOT ACCEPTABLE.
5. PROVIDE REINFORCEMENT IN DUCTBANK WHERE UNDER ROADWAYS, PARKING LOTS, AND SIDEWALKS.
REINFORCEMENT NOT REQUIRED UNDER GRASS AREAS. PROVIDE REINFORCEMENT IN DUCTBANK AT MANHOLE
ENTRIES WHERE INDICATED.
6. ALL CONDUCTORS, CABLE AND WIRING ASSOCIATED WITH NEW DUCTBANKS SHALL BE PROVIDED BY
ELECTRICAL CONTRACTOR.
7. COORDINATE DUCTBANK ROUTING IN-FIELD WITH EXISTING SITE FEATURES AND UNDERGROUND UTILITIES. G.C.
SHALL COORDINATE ROUTES ADJACENT TO EXISTING TREES WITH OWNER. REFER TO SPECIFICATIONS FOR
EXCAVATION REQUIREMENTS ADJACENT TO TREES.
8. COORDINATE APPROACH OF ENTRIES INTO MANHOLES WITH UF. EXISTING MANHOLES TO RECEIVE NEW
CONDUITS CONTAIN MEDIUM VOLTAGE CABLE AND EQUIPMENT. ENTRY INTO SUCH MANHOLES BY PERSONNEL
IS NOT PERMITTED. ALL SUCH WORK MUST BE COORDINATED WITH PHYSICAL PLANT PERSONNEL.
9. ALL NEW DUCTBANKS SHALL BE INSTALLED A MINIMUM 36" BELOW FINISHED GRADE TO TOP OF CONDUIT.
10. DUCTBANK ENTRANCES INTO MANHOLES SHALL ENTER TO AVOID PLACEMENT OF CONDUITS DIRECTLY BELOW
OR ADJACENT TO THE MANHOLE COVER.
11. PRE-MANACTURED CONDUIT CHAIR SUPPORTS SHALL BE UTILIZED FOR BOTH REINFORCED AND
NON-REINFORCED CONCRETE DUCTBANKS, AND SHALL BE SPACED PER THE MANACTURERS
RECOMMENDATIONS.
NOTES:
AVOID CONCRETE BLEEDING OUTSIDE OF EXCAVATION. DUCTBANK MUST BE FORMED IF WALL ADJACENT TO
POUR EXTENDS BEYOND THE "MAX." DIMENSION OF DUCTBANK.
ONCE DUCTBANK FLOOR IS POURED, AFTER INSTALLATION OF CONDUIT AND PRIOR TO FINAL CONCRETE POUR,
INSPECTION AND SIGN-OFF BY UNIVERSITY REPRESENTATIVE IS REQUIRED.
2 4
1 3
4"C. MEDIUM VOLTAGE FEEDER1
2
3
4
ALL CONDUITS SHALL BE PROVIDED WITH PULL STRINGS.2.
4"C. SPARE
4"C. SPARE
4"C. MEDIUM VOLTAGE FEEDER
3.
1.
NOTES:
REFER TO "TYPICAL REINFORCED CONCRETE DUCTBANK CONSTRUCTION DETAIL 2"
FOR ADDITIONAL INFORMATION.
CONDUITS SHALL BE SCHEDULE 40 PVC WITH THE EXCEPTION OF FOUNDATION
INTERFACE & DUCT BANK EXTENSION POINTS.
SAND BACK FILL. WHEN PLACING SAND, POUR SLOWLY AND DISTRIBUTE IT CAREFULLY
SO AS NOT TO DISLODGE THE SPACERS.
NOTES:
1.
3"
3" MIN
FLOOR SLAB
SPACERS SHALL BE STAGGERED VERTICALLY.
SHALL BE INTERLOCKED HORIZONTALLY ONLY.
CONDUIT SPACERS, 5'-0" ON CENTER. SPACERS
SEE NOTE #1
SCHEDULE AND DUCT BANK SECTIONS FOR SIZE
ELECTRICAL DUCT. REFER TO IDENTIFICATIONS
AND QUANTITY
(MIN.)
7 "21
CL
CL
2" PVC SITE LIGHTING
PROVIDE RIGID STEEL CONDUIT UNDER ROADWAYS, ETC.
SAND
NOTES:
FINISHED GRADE
30" MIN
REFER TO PLANS FOR QUANTITY AND SIZE OF RACEWAY.
IN AREAS THAT CANNOT MAINTAIN THE 30" MINIMUM DUE TO OTHER UTILITIES A BURIAL DEPTH OF 12" WITH 2" OF
CONCRETE ON TOP IS PERMITTED (AS ALLOWED BY NEC ARTICLE 300.05).
12" MIN
TYPICAL CONDITION A-TYPICAL CONDITION
TO AVOID OTHER
UTILITIES.
SANDSTONE
12" WIDE 1/2" PRESSURE
2" CONCRETE
TREATED PLYWOOD.
BOTTOM & SIDES. SEE NOTE #1.
#4 REBAR @ 18" O.C. IN PAIRS (TYP.)
CONDUIT SPACERS, 5'-0" ON CENTER. SPACERS
SHALL BE INTERLOCKED HORIZONTALLY ONLY.
SPACERS SHALL BE STAGGERED VERTICALLY.
CONTINUOUS #5 REBAR @ 7 1/2" TOP,
FINISH GRADE
MINIMIZE SHEARING.
VERTICAL WALLS, UNLESS APPROVED BY ENGINEER.
BACKFILL DUCTS WITH SELECT FILL. BACKFILL TRENCH BANK IN LAYERS AFTER CONCRETE HAS SET.
CONCRETE CONSTRUCTION JOINTS SHALL NOT BE SPACED LESS THAN 40 FEET O.C.
STEEL REINFORCING RODS SHALL BE INTERFACED WITH BUILDING FOUNDATION AND MANHOLE WALLS TO
CONCRETE ENVELOPE SHALL BE POURED IN FORM. DO NOT USE THE SIDES OF THE TRENCH TO FORM THE
7.
6.
8.
5.
NOTES:
3.
2.
1.
AND/OR ROW OF CONDUIT PROVIDE AN ADDITIONAL #5 REBAR SPACED AS NOTED ABOVE.
BOTTOM AND SIDES. THIS IS A TYPICAL EXAMPLE OF DUCT BANK CONSTRUCTION. FOR ADDITIONAL COLUMN
DUCT BANK SHALL BE ENCASED IN CONCRETE WITH A LEAST THREE INCHES OF CONCRETE AT THE TOP,
PER SQUARE INCH. THE SLUMP SHALL BE AT THE UPPER END OF THE RANGE, PREFERABLY 7 TO 8 INCHES.
THE CONCRETE SHALL INCORPORATE 3/8" AGGREGATE WITH A NOMINAL COMPRESSIVE STRENGTH OF 2,500 LBS.
DISLODGE THE SPACERS.
INTO THE TRENCH IS MINIMAL. POUR THE CONCRETE SLOWLY AND DISTRIBUTE IT EVENLY SO AS NOT TO
WHEN PLACING CONCRETE AROUND CONDUITS ADJUST THE DELIVERY CHUTE SO THE FALL OF THE CONCRETE
OF REBAR STAKES AND HOLD DOWN BARS SHOULD BE USED PER 20 FEET OF DUCT BANK. THE 3" EXTENSION
FLOTATION IS CAUSED BY DUCT BUOYANCY AND CHURNING OF THE CONCRETE DURING THE POUR. FOUR SETS
THE REBAR STAKES AND HOLD DOWN BARS ARE REQUIRED TO PREVENT THE FLOTATION OF THE DUCT BANK.
CIVIL ENGINEER.
IT SHOULD HAVE JUST ENOUGH SLUMP TO FLOW TO THE BOTTOM OF THE DUCT BANK AND YET NOT BE
SO WET AS TO CAUSE THE CONDUITS TO FLOAT EXCESSIVELY. COORDINATE EXACT REQUIREMENTS WITH
OF THE REBAR ABOVE THE DUCTS IS TO BE USED AS A CONCRETE GAUGE.
4.
SEE NOTE #2
6" PLASTIC WARNING TAPE
SEE NOTE #9
SEE NOTE #4.
NO. 3, DRIVEN AT 15° ANGLE.
SEE NOTE #6
ELECTRICAL DUCT. REFER TO SPECIFICATIONS
FOR TYPE AND DUCT BANK SECTIONS AND
0.5" DIA (APPROX.) HOLES
HOLD DOWN BAR. ANGLE IRON WITH
SCHEDULES FOR SIZE.
(MIN.)
3"
(MIN.)
7 "1 2
3" (MIN.)7 " (MIN.)21
30"
(MAX.)
3"
(MIN.)
12"
(MIN.)
CL
LC
LC
PLASTIC WARNING TAPE SHALL BE "EXTRA-STRETCH" 6" WIDE AS MANUFACTURED BY TERRA-TAPE, DIVISION9.
OF REEF INDUSTRIES OR APPROVED EQUAL. COLOR CODE SHALL BE AS FOLLOWS; RED-ELECTRIC, ORANGE-
COMMUNICATIONS. IMPRINTED TEXT SHALL IDENTIFY DUCT BANK SERVICE. UTILIZE NON-DETECTABLE TAPE FOR
ELECTRIC DUCTS AND METALLIZED DETECTABLE TAPE FOR COMMUNICATION DUCTS.
24"
(MIN.)
REQUIRED FOR SERVICE ENTRANCE DUCTBANK ONLY. REFER TO BUILDING GROUNDING ELECTRODE DETAIL.10.
GROUND CONDUCTOR. REFER TO BUILDING
GROUNDING ELECTRODE SYSTEM DETAIL.
SEE NOTE #10.
CAP AND PROTECT ENDS OF EXPOSED CONDUITS.
EXTEND REBAR MINIMUM OF 24" FOR FUTURE DUCT BANK EXTENSION.
REFER TO SITE PLAN FOR TERMINATION POINT OF DUCT BANK.
EXTENSION. REFER TO DUCT BANK SECTIONS FOR ARRANGEMENT.
DETAIL SHOWN INDICATES GENERAL CONSTRUCTION REQUIREMENTS OF DUCT BANK TERMINATED FOR FUTURE
(MIN.)
5'-0"
GRSC
NOTES:
DUCT BANK
CONCRETE
3.
4.
2.
1.
PVC
(MIN.)
12"
PVC
GRSC
(MIN.)
(MAX.)
30"
24"
(MIN.)MARINE-GRADE PLYWOOD
2 LAYERS OF 3/4"
FINISH GRADE
12"
SEE NOTE #3
3'-0"
(MIN.)REQUIRED
CONCRETE
BLOCKS AS
(MIN.)
12"
MARKER
CONCRETE
(TYPICAL)
SEE NOTE #4
PLASTIC WARNING TAPE
18"
18"
4"C. NEILSON GENERATOR FEEDER
5
6
7
8
4"C. WASHBURN GENERATOR FEEDER
4"C. NEILSON GENERATOR FEEDER
4"C. GENERATOR PANEL FEED
2"C. GENERATOR CONTROLS
9
10
11
12
2"C. GENERATOR CONTROLS
2"C. GENERATOR CONTROLS
2"C. SPARE
2"C. GENERATOR CONTROLS
4"C. WASHBURN GENERATOR FEEDER16
15
34"
18"
6 10
5 9
8
7
12
11
16 18
15 17
18"
18"
2"C. SPARE
4"C. SPARE18
17
4"C. SPARE
4"C. NEILSON GENERATOR FEEDER
24
23 2"C. SPARE
26
25
25 26 27
2"C. SPARE
2"C. GENERATOR CONTROLS
28
27
2"C. GENERATOR CONTROLS
29
4"C. MEDIUM VOLTAGE FEEDER
20
19 4"C. SPARE
4"C. SPARE
22
21
21 222019
23 24
4"C. MEDIUM VOLTAGE FEEDER
4"C. NEILSON GENERATOR FEEDER
HANDHOLE.
STANDARD HANDHOLE AND COVER COLOR SHALL BE AS SPECIFIED BY ARCHITECT.
HEX HEAD BOLT WITH WASHER
EXTENSION
DIMENSIONS
PROVIDE IMPRINTED LOGO TO MATCH.
COVER, RING AND BOX SHALL BE MADE OF SAME MATERIAL.
PROVIDE HANDHOLES BY QUAZITE OR APPROVED EQUAL.
PROVIDE 1" x 4" BELL PULL SLOT FOR EACH HANDHOLE.
BASE
NOTES:
HH
TYPE
COVER
5.
4.
3.
2.
1.
4" MOUSEHOLES (4)
12" DEEP (MIN.).
A
GRAVEL BASE
B
A
B
1/2" X 4" PULL SLOT
3/8" STAINLESS STEEL
SKID RESISTANT
SURFACE
C
KNOCKOUTS (6)
C
18" 11" 18"
COVER TO READ "LIGHTING"
VERIFY LOCATION OF HANDHOLE AND LOAD REQUIREMENTS. SIDEWALK APPLICATIONS6.
REQUIRE UL "TIER 5" AND PARKING LOTS REQUIRE UL "TIER 10".
PROVIDE IN-LINE, WATERPROOF FUSE HOLDER-BUSS "TRON", TYPE HEB OR HEX, AS REQUIRED.7.
MANUFACTURER
BOTTOM WITH COVER & EXTENSIONS.
"QUAZITE" #PG1118BA18" OPEN
14
13
28 29
13
14
2"C. SPARE
4"C. SPARE
1.
1
1
2.
3.
1
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
N.T.S.4/5/2018 10:45:35 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E121
ELECTRICAL SITE DETAILS
SHEET 1
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
SCALE:
SCALE:
SCALE:
SCALE:
10'-0"
EMERGENCY
STOP/BREAKGLASS
STATION
HOOD
DRAIN
3 T
3
AC
AC
AC
GFCI
GFCI
DC
DC
L O G O
GENERATOR PAD DETAIL2
NONE
GENERATOR PLAN AND ELEVATION DETAIL1
NONE
UNDERGROUND HANDHOLE SERVING SITE LIGHTING FIXTURE4
NONE
TYPICAL LIGHT POLE BASE DETAIL3
NONE
SILENCER
500 GALLON CAPACITY U.L. LISTED FUEL TANK
w/550 GALLON RUPTURE BASIN
2" TANK VENT
(THRU ROOF)
(2) PERSONNEL DOORS
A EMERGENCY GENERATOR PLAN VIEW
NTSBEMERGENCY GENERATOR ELEVATION
NTS
FILE: ED201600
ED000400
FILE: ED202400
FILE: ED201300
COORDINATE EXACT ANCHOR BOLT REQUIREMENTS WITH ARCHITECTS AND/OR CIVIL ENGINEER
e.g. BREAK-AWAY TYPE.
4.
y
x
3/4" x 10'-0" LONG
COPPERCLAD DRIVEN
IN 1 1/4"C. TO
BUILDING SYSTEM
COPPER GROUND
#4/0 INSULATED
GROUND BUS.
GROUND ROD (TYPICAL).
#4/0 BARE COPPER
GROUND LOOP BURIED
30" BELOW FINISH
GRADE.
GENERATOR
CONCRETE PAD.
ENCLOSURE.
EXOTHERMIC WELD
CONNECTION
EXOTHERMIC WELD
CONNECTION TO
GENERATOR ENCLOSURE
BOND TO GENERATOR
GROUND TERMINAL
NOTES:
GENERATOR PAD DETAIL IS FOR GENERAL REQUIREMENTS ONLY. COORDINATE EXACT
REQUIREMENTS AND DIMENSIONS WITH GENERATOR MANUFACTURER. PAD SHALL EXTEND
A MINIMUM OF 1' BEYOND ENCLOSURE.
REFER TO STRUCTURAL, CIVIL AND ARCHITECTURAL DRAWINGS FOR CONSTRUCTION OF PAD.
COORDINATE EXACT CONDUIT ENTRANCE POINTS WITH GENERATOR MANUFACTURER.
TOP OF PAD SHALL BE SMOOTH, LEVEL AND HAVE 3/4" CHAMFERED TOP EDGES.
1.
2.
3.
4.
OPENING FOR
GENERATOR POWER
CONDUITS. SEE
NOTE #3.
OPENING FOR CONTROLS
AND ENCLOSURE WIRING.
SEE NOTE #3.
THE EMERGENCY GENERATOR & ENCLOSURE HAS BEEN DESIGNED TO FIT WITHIN
THE AVAILABLE SPACE.
BY DIVISION 26.
GENERATOR EXHAUST EXTENSION
NOTES:
1.
PROVIDE STAIRS IF REQUIRED.2.
PROVIDE IN-LINE, WATERPROOF FUSE HOLDER-BUSS "TRON", TYPE HEB OR HEX, AS REQUIRED.
OR TRAFFIC AREAS. COORDINATE COVER AND FRAME COLOR OF HANDHOLE WITH ARCHITECT.
INSTALLATION TYPICAL FOR LANDSCAPED AREAS. HANDHOLES SHALL NOT BE LOCATED IN PAVED
PLAN FOR CONDUCTOR SIZES.
POLE, IF REQUIRED. SEE SITE
2" PVC WITH BRANCH CIRCUIT
WIRING EXTENDED TO NEXT LIGHT
GRAVEL BASE.
WITH MOUSEHOLES. SEE NOTE #2.
"QUAZITE" #PG1118 OPEN BOTTOM
HANDHOLE. 11" X 18" X 18" DP.
"STREET LIGHTING".
PROVIDE COVER TO READ
DRIVEN GROUND ROD
3/4" x 10' LONG
REFER TO TYPICAL LIGHT POLE BASE DETAIL.
NOTES:
(TYPICAL)
3.
2.
1.
CONCRETE
POLE BASE
GROUND
8 AWG
BRANCH CIRCUIT WIRING.
1" GRSC SWEEP WITH
CURBING
LIGHTING POLE.
TYPICAL SITE
HANDHOLE.
LIGHT POLE
24"
30"
MAX.
PVC GRSC GRSC PVC
LIGHTING FIXTURE POLE
HANDHOLE
BOND TO GROUNDING LUG INSIDE BASE OF
POLE. GROUNDING CONDUCTOR SIZE AS
INDICATED ON DRAWINGS.
FINISHED GRADE
GROUNDING TYPE BUSHING
ANCHOR BOLTS SUPPLIED WITH POLE.
SEE NOTE #1.
CONDUIT COUPLING
(TYPICAL)
REBAR. SEE NOTE #2.
GROUNDING LUG WITH #6 CU
GROUND CONDUCTOR TO
GROUND ROD.
EXOTHERMIC
CONNECTION
NOTE
SEE
#2
SEE NOTE #3
GROUND ROD
NOTES:
1. FURNISH GENERAL CONTRACTOR WITH POLE BASE BOLT TEMPLATE PRIOR TO CONCRETE POUR.
REFER TO STRUCTURAL, CIVIL AND ARCHITECTURAL DRAWINGS FOR POLE BASE SIZE AND REBAR2.
REQUIREMENTS. REFER TO LANDSCAPE DRAWINGS FOR POLE LOCATIONS AND DIMENSIONS.
COORDINATE POLE BASE HEIGHT WITH ARCHITECT.3.
SEE NOTE #2
TO ADDITIONAL LIGHT
FIXTURES OR SPARE.
IF SPARE CAP BELOW
GRADE FOR FUTURE
EXTENSION.
SEE
NOTE #2
EXHAUST
HOOD
S S
S
1
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
N.T.S.4/5/2018 10:45:43 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E122
ELECTRICAL SITE DETAILS
SHEET 2
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1
DN
DN
EE
S
S
E
H
J
R
ge
S1
a D2a,bS3 d
S1
D
a,b
D
c,d
S1S2
b
E KbO O
S1 DS1
b
S1
aD1bKaH
m
D1af g
A
F
Q
Q
K
A
EfS2
a
S2
a
I
I
B
E
eE
C
PDPDPDPDPEPE
RS1
b
nS2
D2
M
D2
M
E
hS2S2S2
D2
M
P3
3
g
3
g
E WPgE
P3
P3D2MD2M
D2
M
D2
M D2MD2
M
D2
M
gE
S
V1V1 V1
V1
V2
V1
V2
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
7
28 27 26 25 24 22
A
D
D.9
H
J
- K
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
26.527.127.3 25.7 25.3
24.5
007V
SOUTH ENTRY
VESTIBULE
EL004
ELEVATOR 4
012
DIGITAL MEDIA HUB
003
SC SECURE STACKS
005
SC SECURE STACKS
001
MAIN HALL
009B
COLLAB ROOM
001A
TELECOM
001B
ELEC
004
CENTRAL SERVICE
POINT SUPPORT
T001
WOMEN
012G
JANITOR
012E
COLLAB ROOM
012D
COMPUTER
CLASSROOM
012B
MEDIA PRODUCTION
STUDIO
001F
FA. CL
001C
PRE ACTION
010V
WEST VESTIBULE
005A
SC SECURE CORR.
012
DIGITAL MEDIA HUB
EL001
ELEVATOR 1
EL003
ELEVATOR 3
012C
TELECOM
ST002
STAIR 2
ST001
STAIR 1
009G
OFFICE 009
STAFF WORKROOM
009D
COLLAB ROOM
009C
OFFICE
009A
OFFICE
010
OPEN COLLAB
012A
MEDIA PRODUCTION
STUDIO (SELF
SERVE)
012
DIGITAL MEDIA HUB
012
DIGITAL MEDIA HUB
003A
ELEVATOR CONTROL
012H
ELEVATOR CONTROL
ROOM
006
CORR
007
SOUTH ENTRY
ST003
STAIR 3 (OCULUS)
001D
CENTRAL SERVICE
POINT
012F
COLLAB ROOM
002
BOILER ROOM
ST004
STAIR 4
EL002
ELEVATOR 2
010A
COLLAB ROOM
X1
X1
X1
X2
X1
X1
X1X1
X1
X2
X1
X1
X1
X1
X1
X1
X4
V1 V1 V1
V1 V1 V1
V1 V1 V1
TAT
TAT TAT
MULTI HEIGHT AREA.
FOR LIGHTING IN THIS AREA
REFER TO THIRD FLOOR PLAN.
TB1.12 TB1.12TB1.12 TB1.12
TB1.8 TB1.8
TA
TQ
TF
TQ
TQ
TQ
TQTQ
TQ
TQ
TA
TATA
TA
TA TA TA TA TA TA TA TA3
TA3
TA3
TA3 TA3 TA3
TA3 TA3 TA3 TA3
TX.3
TAT TAT TAT TAT
TAT TAT TAT TAT
TAT
TX.3 TX.3TB1.12
TB1.12
TB1.12
TB1.12
TB1.12
TB1.6
TB1.6
TB1.6
TB1.6
TA3 TA3
TQ1TQ1
TQ1
TQ1
TQ1
TQ1 TQ1
TQ1
TQ1
TQ1
TA
TA
TA4
TA4
TF2
TF2
TF2
TA4
TA4
TA4 TA4
TF
TF
TF
TF
TATA
TA TA
TATA TA
TATA
TA TA TA
TA
TA
TA
TA
TA
TA
TA
TA
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TFTA
TATATATATATATATATATATATATATATATATATATA
TA
TA
TA
TA
TA
TA
TA
TA
TA TA
TF TF TF TF TF
TFTFTFTFTF
TA TA TA TA TA TA TA TA TA TA TA
TA5TA5TA5TA5TA5
TAHTAHTAH
TP.6 TP.6 TP.6 TP.6 TP.6 TP.6 TP.6 TP.9 TP.9 TP.9 TP.9
TA TA
TU.5
TA TA
TA3 TA3
TA3 TA3 TA3 TA3
TA3
TA3
TA3 TA3
TA3
TAF
TA3 TA3
TA3 TA3
TAF TAF
TA3
TA3 TA3
TM.11
TM.11
TA
TA
TA
TA
TQ
TQ
TQ
TQ
TQ
TQ
TQ
TQ
TQ TQ
TQ TQ
TQTQ
TQTQ
TK
TX.3TX.3
V1
T002
MEN
V1 V1
011B
AV CL.
011
TLR CLASSROOM
009L
OFFICE
009K
OFFICE
009J
OFFICE
009H
OFFICE
009F
STORAGE
009E
OFFICE
011A
CLOSET
V1
TA6TA6
TA
TA
TA
TA
TA
X1
TA5
TA5
TA5
TA5 TA5 TA5 TA5
E221
1
c
cc
c
a a
aa
b
d
dd
a a
a
a a
a
a a
a
a
a
b b
b b
b b
b
e e
m
X2
e
f
g
ff
f f f
f f f
b b
bbbb
b a a
aa
ff gg
TA3
TA3
TP.5
1
E211
2
E211
3
E211
z034,z035z034,z035
z034E,z035z034,z035
TYPICAL
TYPICALz034,z035z034,z035
n n n
z002
z002
TYPICAL
TYPICAL
z001E z001E
z009
z009E
z009
z009E z009 z009 z009E z009 z009 z009E z009 z009 z009E z009
z003E
z003
z003E
z003
z003Ez003
z003E
z003
z003E
z003
z009E z009 z009 z009E z009 z009 z009E z009 z009 z009E z009 z009 z009E z009 z009 z009E z009 z009
z018
z018
z018
z018
z018
z017
z017
z017
z017
z017
z017
z017
z017
z015E z015 z015
z015E
z019 z019
z019
z019 z019
z019z019
z019
z018
z018
z018
z018
z018
z018
z018
z018
z018
z018
z018
z020E
z020z020E
z020E
z020
z020
z020E
z020
z020
z020
z020Ez020
z020
z020E
z020
z020E
b b b b
a a
TB1.6 TB1.6
aa
V1
V1
h
h
X1
z011 z014
z012E,z013
z012,z013
z012E,z013
z012a,z013a
z012a,z013a
z012,z013z012E,z013z012,z013z012E,z013z012,z013
z012,z013z012E,z013
z009E z009 z009 z009E z042E z042
z042
z042E
TV
z016TV
z016TV
z016TV
z016
TV
z016
TV
z016
z043
z043
z044 z044E
z044z044Ez043 z044aEz044a
z045 z045 z045 z045
z041E z041
z041 z041E
z041b z041b
z041bE z041b
z041b z041b
z041bE z041b
z041bE
z041b
z041b
z041bE
z041b
z041b z041b
z041bE
z041a
z041aE
z041a
z041a
z041a
z041aE
z041a z041az047
z047
z041E z041
z041 z041E
z038z038E
z037
z036z036E
z036
z036
z036E
z036
V3
V3
V3 V3
V3
V3
g
gg
g
g
WP
WP
V3 g
V3 g
TW TW TW TW
E411-1515
15
15
15 15
15
15
15
15
15
15
15
15
15
15
E411- 15
15
15
7 7 7
77
L4G1-18
18
18
555
5
5
L4G1-5
9
9
31
31 31 31
31
31
31 4 31
313131
31 4 31
18
18 18 18
183333331333
9 3 3
L4G1-3
9
E411-9
3 3 9 3 3 9 3 3 9 9
L4G1-9
9
93
33
13
9
3
93
9 3
3 9
3
99
33333
3 3 3 3 3
3
13
33
9 3 3
33 13
9 3
33
3 9 3 3 9 3
18
31 31
19 19 19
L4G1-19
19
19
19
19 19
19
19
19
6
19 19
19 19
19 19
19 19
L4G1-13
13 31 31
19
1919
196
6
6
13
6
13
13
13
1313 6 13 6 13
11
11 11
1111
L4G1-11
11111111
111111
31
6 9 9 6 19 21
9
9
9
9
9
9
9
9
9
9
9
9
9 9
9
9 9
9 9
9 9
99 9 9 9 9 6
96
99
99
9
9
9
9
9
9
6 6
9 9
9 9
9 9
9
9 9 6
9
9
6
9
9
9
9
6
9 9 9
9
9
9
9
9
15
19 21 21
21 21 19
31
21 19
19 19 19 19
19 19
19
19
19 21
19 21
21 19
21 21
19 21
21 19
19 21
21
21
19
21
21
2121
19
21
21 21
19 21 21
19
19 19
19 19
23
23
23
19 23
15
23 19
23
23
23
23
19
23
E411-13
L4G1-33 E411-4
b
L4G1-21
E411-19
6
E411-19
L4G1-23
E411-6
E411-7
L4G1-19
L4G1-31
TA
z039
21 TA
z039
21 TA
z039
21 TA
z039
21 TA
z039
21 TA
z039
21 TA
z039
21
TB.12
TB.12
TB.12
TB.10
TB.10
TB.10
TB.12
TB.12
TB.12TB.12 TB.10
TB.12 TB.10
TB.10 TB.12
TB.12
TB.12
z005,z006
z005E,z006 z005,z006
z005E,z006
z005E,z006
z005,z006
z005,z006
z005E,z006
z005E,z006
z005,z006
z005,z006
z007E,z008
z007,z008
z007,z008
z007E,z008
z007,z008z007E,z008
z007,z008z007E,z008
z007,z008z007E,z008
z007,z008
1
1
7
7
1
1
71
71
7
7
17 7
17 7
17 7
17 7
17
17
L4G1-17
E411-7
L4G1-1
TU.4TU.4 23TU.4 23TU.4 23TU.4 23
V2
g
31
TB.12
TB.12
TB.12 TB.12
TB.12
TB.12
z048a,z049a
z048aE,z049a
z048a,z049a
z048a,z049az048aE,z049a
z048a,z049a z048aE,z049az048aE,z049a
z048a,z049az048aE,z049a
z048a,z049az048aE,z049a
z048a,z049a
24
2
24
24
224
224
224
224
2
E411-2
L4G1-24
19
19
19
a
a
TK
TK
TK
b
TK
19
19
A
C
C
C
C
C
TL1
TL1TL1
TL1
TL1
TAL
HH
zX06
zX06 zX06
zX06zX06
zX06 10
10 10
10
10
zX01EzX01E
TA5TA5 E411- 20E411- 20
1
1
1
1
1
1
1
TA5
TA5
E411- 20
E411- 20
1
TA5 13
1
L4G1
DL4G1
LCP-GA
LCP-GB
LCP-GC LCP-GD
1
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 10:46:04 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E200G1
ELECTRICAL LIGHTING
LEVEL G SOUTH PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 ELECTRICAL LIGHTING LEVEL G SOUTH PLAN
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
ELECTRICAL LIGHTING NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E600 DRAWING SERIES.
2 FOR LIGHTING FIXTURE SCHEDULE REFER TO DRAWING E721.
3 FOR EXACT LOCATIONS, QUANTITIES AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES
REFER TO ARCHITECT'S REFLECTED CEILING PLANS AND ELEVATIONS.
4 PROVIDE METAL BARRIERS IN ALL MULTI-GANG SWITCH LOCATIONS.
5 ALL EXIT SIGNS SHALL BE CONNECTED TO A CONSTANT, UNSWITCHED SOURCE ON THE
EMERGENCY BRANCH.
6 CIRCUIT NUMBERS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT NUMBERS SHALL BE
DETERMINED IN THE FIELD.
7 ALL OCCUPANCY SENSOR LOCATIONS ARE APPROXIMATE, REFER TO MANUFACTURERS
INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION.
8 ULTRASONIC CEILING MOUNT SENSORS SHALL BE LOCATED A MINIMUM OF SIX FEET FROM
HVAC SUPPLY/RETURN VENTS.
9 CONTRACTOR IS RESPONSIBLE FOR: OCCUPANCY SENSOR PROPER SENSITIVITY & TIME
DELAY SETTINGS (FOR NON-ADAPTIVE PRODUCTS) RECOMMENDED PLACEMENT, AND
FIELD VERIFICATION OF CIRCUITS WITHIN RESPECT TO POWER PLACEMENT.
10 OCCUPANCY SENSORS MOUNTED OVER THE DOOR MUST BE PLACED ONE FOOT INSIDE
THE THRESHOLD.
11 FOR LIGHTING IN MECHANICAL ROOMS AND BACK OF HOUSE AREAS PROVIDE LIGHTING
GENERALLY AS SHOWN. LIGHTING SHALL BE SHIFTED AS REQUIRED AT MECHANICAL
EQUIPMENT THAT REQUIRES SPACE FOR FILTERS, ETC. MOUNT LIGHTING AT 9'-0"
MAXIMUM UNLESS DUCTWORK AND PIPING CAN'T BE AVOIDED WHERE A FIXTURE IS
NEEDED. IN THIS INSTANCE, RAISE OR LOWER THE FIXTURE AS REQUIRED. (NOT LESS
THAN 7'-6"). LIGHTING IN THE MECHANICAL ROOM SHALL BE SUSPENDED BY CHAIN. ALLOW
(3') OF SLACK CHAIN AND FEEDER AT EACH FIXTURE TO PERMIT FUTURE ADJUSTMENT. DO
NOT SUPPORT LIGHT FIXTURES FROM DUCT OR PIPING. PROVIDE UNISTRUT BELOW
DUCTS WHERE FIXTURE LOCATIONS COINCIDE WITH DUCT RUNS. PROVIDE THREADED
RODS FROM STRUCTURAL MEMBERS TO SUPPORT UNISTRUT.
DN
a
O
S1
aD1bD1a
A
A
F
F
F
PDPD
E R
V
D2MD2
M
P3
P3
BRANCH CIRCUITS SCHEDULE
2 #10 & 1 #10 GND.
TAG CONDUCTOR
2 #8 & 1 #8 GND.
IN 2"C.
IN 2"C.A
B
2 #10 & 1 #10 GND. IN 1"C.C
V1V1V1
V1V1
12 11 10 9 8
7 6 3 2 - 1
A
D
D.9
H
J
- K
4
E.5
5
D.4
G
1.7
D.3
C.9
D.8
E
F
E.7
C
D.1
B
E.3
E.6
G.6
1
015
GENERAL
COLLECTIONS
012
DIGITAL MEDIA HUB
013
SUNKEN
COURTYARD
015A
OPEN READING
012A
MEDIA PRODUCTION
STUDIO (SELF
SERVE)
012
DIGITAL MEDIA HUB 014
MECHANICAL
X1
X1
X4
TAT
TAT TAT
MULTI HEIGHT AREA.
FOR LIGHTING IN THIS AREA
REFER TO THIRD FLOOR PLAN.
TA3
TA3
TA3 TA3
TX.3
TAT
TAT
TAT
TU.4 TU.4
TX.3 TX.3 TX.3 TX.3 TX.3 TX.3 TX.3
TA3 TA3
TQ1TQ1
TQ1
TQ1
TQ1
TQ1 TQ1
TQ1
TQ1
TQ1
TA4
TA4
TF2
TF2
TF2
TA4
TA4
TA4 TA4 TA4 TA4 TA4
TA4
TX.3
TX.3
TX.3
TX.3
TX.3
TX.3
TX.3
TX.3
TAH1
TAH1
TAH1
TQ
TQ
TQ
TQ
TQ
TQ
TQ
TQ
TQ
TQ
TA4
TA4
TA4
TA4
TA3
TA3 TA3
TX.3TX.3
X1
015A
OPEN READING
X2
V1V1V1V1 V1
b
b
a a
aa
TA3
a
a aa
a
aaaa
TYPICAL
TYPICAL
TYPICAL
z050
z050
z051E
z051
z051
z051
z051
z051
z051
z051E z051
z051
z043
z043
z044 z044E
z044z044Ez043
z044aE
z045
z045
z044a
z045
z044a z045
z045
z045z044aE
z045
z045z044a
z044a z044aEz044az044aEz044a
z045 z045 z045 z045 z045 z045 z045 z045 z045 z045
z041b
z041bE
z041b
z041b z041b
z041bE
z041a
z041aE
z041a
z041a
z041a
z041aE
z041a z041az047
z047
z041E z041
z041 z041E
15
15
E411- 15
15
19
19
21 19
19 21
21
21
19
21
21
2121
19
21
21 21
19 21 21
19
19 19
19 19
23
23
23
19 23
15
23 19
23
23
23
23
19
23 23 23
23 23
23
23 23
23 23 23
19
23
E411- 4 4 4 4
23
23
23
19
23
23
23
23
23
23
19
15 4 15 4
15 15
15 4 15
23 23
23
23
2
2 23
23
23
2323
23
23
23
E411-19
L4G1-23
L4G1-15
TA
z039
21 TA
z039
21 TA
z039
21 TA
z039
21
TU.4 23 TU.4
23
TU.4 23TU.4 23TU.4 23TU.4 23TU.4 23TU.4 23TU.4 23
z046
TYPICAL
TU.4
23L4G1-23
TU.4
23
TU.4
23
TU.4
23
TU.4
23
TU.4
23
TU.4
23
TU.4
23
TYPICAL
z046
z050
TB.12
TB.12
TB.12 E411- 2
z048E,z049z048a,z049a
z048aE,z049a z048,z049 z048E,z049
z048,z049 z048E,z049
z048,z049 z048E,z049
z048,z049 z048,z049
z048E,z049z048,z049
z048E,z049
z048,z049z048a,z049a
z048a,z049az048aE,z049a
z048a,z049a z048aE,z049az048aE,z049a
z048a,z049a
24
2
24
24
224
224
2
26 2
26 2
26 2
26 2
26 2
26
26
L4G1-26
TB.12 TB.12 TB.12 TB.12 TB.12 TB.12
z052,z053
z052E,z053
z052E,z053
z052,z053
z052a,z053a
z052aE,z053a
z052a,z053a
z052aE,z053a
z052aE,z053a
z052a,z053a
z052E,z053z052,z053
z052E,z053 z052,z053 z052,z053
z052aE,z053a z052a,z053a z052a,z053a
015
GENERAL
COLLECTIONS
17 25 17 25
17251725
25172517
25 17 25 17 2525
L4G1-25
E411-17
A
C
C
C
C
C
C
C
C
A
C
C
TL2
TL1
TL1
TL1
TL1
TL1
TL1
TL1
TL1TL1
TL1
TL1
TL1 TL1
TL1
TL1
TAL
HH
zX05E
zX07
zX06
zX06 zX06 zX06
zX06
zX06
zX06
zX06
zX06
zX06
zX06
zX06
zX06zX06
zX06 10
10 10 10
10
10
10
10
10
10
10
10
10
10
10
10
20
1
V1A
V1A
a
a
V1A aV1AaV1Aa
V1
a
15
41515
4
15
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
As indicated
4/5/2018 10:46:19 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E200G2
ELECTRICAL LIGHTING
LEVEL G NORTH PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 ELECTRICAL LIGHTING LEVEL G NORTH PLAN
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
ELECTRICAL LIGHTING NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E600 DRAWING SERIES.
2 FOR LIGHTING FIXTURE SCHEDULE REFER TO DRAWING E721.
3 FOR EXACT LOCATIONS, QUANTITIES AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES
REFER TO ARCHITECT'S REFLECTED CEILING PLANS AND ELEVATIONS.
4 PROVIDE METAL BARRIERS IN ALL MULTI-GANG SWITCH LOCATIONS.
5 ALL EXIT SIGNS SHALL BE CONNECTED TO A CONSTANT, UNSWITCHED SOURCE ON THE
EMERGENCY BRANCH.
6 CIRCUIT NUMBERS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT NUMBERS SHALL BE
DETERMINED IN THE FIELD.
7 ALL OCCUPANCY SENSOR LOCATIONS ARE APPROXIMATE, REFER TO MANUFACTURERS
INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION.
8 ULTRASONIC CEILING MOUNT SENSORS SHALL BE LOCATED A MINIMUM OF SIX FEET FROM
HVAC SUPPLY/RETURN VENTS.
9 CONTRACTOR IS RESPONSIBLE FOR: OCCUPANCY SENSOR PROPER SENSITIVITY & TIME
DELAY SETTINGS (FOR NON-ADAPTIVE PRODUCTS) RECOMMENDED PLACEMENT, AND
FIELD VERIFICATION OF CIRCUITS WITHIN RESPECT TO POWER PLACEMENT.
10 OCCUPANCY SENSORS MOUNTED OVER THE DOOR MUST BE PLACED ONE FOOT INSIDE
THE THRESHOLD.
11 FOR LIGHTING IN MECHANICAL ROOMS AND BACK OF HOUSE AREAS PROVIDE LIGHTING
GENERALLY AS SHOWN. LIGHTING SHALL BE SHIFTED AS REQUIRED AT MECHANICAL
EQUIPMENT THAT REQUIRES SPACE FOR FILTERS, ETC. MOUNT LIGHTING AT 9'-0"
MAXIMUM UNLESS DUCTWORK AND PIPING CAN'T BE AVOIDED WHERE A FIXTURE IS
NEEDED. IN THIS INSTANCE, RAISE OR LOWER THE FIXTURE AS REQUIRED. (NOT LESS
THAN 7'-6"). LIGHTING IN THE MECHANICAL ROOM SHALL BE SUSPENDED BY CHAIN. ALLOW
(3') OF SLACK CHAIN AND FEEDER AT EACH FIXTURE TO PERMIT FUTURE ADJUSTMENT. DO
NOT SUPPORT LIGHT FIXTURES FROM DUCT OR PIPING. PROVIDE UNISTRUT BELOW
DUCTS WHERE FIXTURE LOCATIONS COINCIDE WITH DUCT RUNS. PROVIDE THREADED
RODS FROM STRUCTURAL MEMBERS TO SUPPORT UNISTRUT.
1
DN
DN
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
7 6 3 2 - 1
28 27 26 25 24 22
A
D
D.9
F.3
H
J
- K
EXK
4
E.5
5
D.4
G
1.7
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
1
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
?
?
015
GENERAL
COLLECTIONS
?
?
007V
SOUTH ENTRY
VESTIBULE
011
TLR CLASSROOM
EL004
ELEVATOR 4
015
GENERAL
COLLECTIONS
012
DIGITAL MEDIA HUB
003
SC SECURE STACKS
005
SC SECURE STACKS
001
MAIN HALL
009B
COLLAB ROOM
001A
TELECOM
001B
ELEC
004
CENTRAL SERVICE
POINT SUPPORT
T001
WOMEN
012G
JANITOR
012E
COLLAB ROOM
012D
COMPUTER
CLASSROOM
012B
MEDIA PRODUCTION
STUDIO
001F
FA. CL
001C
PRE ACTION
015A
OPEN READING
010V
WEST VESTIBULE
005A
SC SECURE CORR.
EL001
ELEVATOR 1
EL003
ELEVATOR 3
?
?
?
?
ST002
STAIR 2
ST001
STAIR 1
009G
OFFICE
009
STAFF WORKROOM
009D
COLLAB ROOM
009C
OFFICE
009A
OFFICE
010
OPEN COLLAB
012A
MEDIA PRODUCTION
STUDIO (SELF
SERVE)
?
?
012H
ELEVATOR CONTROL
ROOM
007
SOUTH ENTRY
ST003
STAIR 3 (OCULUS)
001D
CENTRAL SERVICE
POINT
012F
COLLAB ROOM
002
BOILER ROOM
ST004
STAIR 4
EL002
ELEVATOR 2
010A
COLLAB ROOM
BOND THE LIGHTNING PROTECTION
SYSTEM GROUNDING COUNTERPOISE
TO THE MAIN GROUND ELECTRODE
GROUND BAR. USE #4/0 AWG COPPER
CABLE WITH 600 VOLT INSULATION. AT
THE UNDERGROUND CONNECTION
USE A COMPRESSION CONNECTOR
THAT MEETS IEEE 837
REQUIREMENTS OR USE AN
EXOTHERMIC WELD. REFER TO
COLUMN DETAILS ON DWG E001-U.
(3)2" SLEEVE @
ELEV. 183'-6"
FOR FUTURE
A/V BOXES
(3)2" SLEEVES @
ELEV. 175'-6"
FOR FUTURE
SITE LIGHTING
STUBBED CONDUITS
FROM BELOW
(3)2" SLEEVES @
ELEV. 183'-6"
FOR FUTURE
SITE LIGHTING
2
(3)2" SLEEVES @
ELEV. 186'-0"
FOR FUTURE
SITE LIGHTING
2
(3)2" SLEEVES @
ELEV. 189'-6"
FOR FUTURE
SITE LIGHTING 2
2
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
3/32" = 1'-0"4/5/2018 10:46:34 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E200G-U
ELECTRICAL LEVEL G PLAN -
UNDERGROUND
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
3/32" = 1'-0"1 ELECTRICAL LEVEL G PLAN - UNDERGROUND
ELECTRICAL SHEET NOTES - UNDERGROUND LIGHTNING PROTECTION
1 REFER TO DRAWING E001-U FOR LEGEND AND GENERAL NOTES.
2 FABRICATION, ERECTION AND INSTALLATION OF THE COMPLETE GROUNDING SYSTEM
SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER BY QUALIFIED PERSONNEL
EXPERIENCED IN SUCH WORK AND SHALL PROCEED IN AN ORDERLY MANNER SO AS
NOT TO HOLD UP THE PROGRESS OF THE PROJECT. THIS CONTRACTOR SHALL BE
RESPONSIBLE TO TRENCH, BACKFILL, AND COMPACT WHERE REQUIRED. THE
GROUNDING CONDUCTOR SHALL BE INSTALLED A MINIMUM OF 30" BELOW GRADE AND
SHALL BE CADWELDED TO THE TOP OF THE GROUND RODS. THE RODS SHALL BE
DRIVEN TO THE GROUNDING CONDUCTOR DEPTH UTILIZING A GROUND ROB DRIVING
SHEILD, ERICO PRODUCTS #S-2928 OR EQUAL. ALL GROUND RODS SHALL BE DRIVEN
VERTICALLY.
3 PRODUCTS: ALL SIMILAR MATERIALS AND EQUIPMENT SHALL BE THE PRODUCT OF THE
SAME MANUFACTURER. ALL MATERIALS SHALL BE NEW AND SHALL CONFORM TO
APPLICABLE STANDARDS OF UNDERWRITER'S LABORATORIES INC.
4 THE ROUTING OF GROUND CABLES AND LOCATIONS OF GROUND RODS ARE SHOWN
DIAGRAMTICALLY. EXACT ROUTING AND LOCATIONS SHALL BE DETERMINED IN THE
FIELD. THE BUILDING GROUND LOCATION SHALL BE APPROVED BY THE PROJECT
MANAGER OF ANY DIFFICULTIES INSTALLING THE GROUND SYSTEM DUE TO SITE OR
SOIL CONDITIONS.
5 BURIED GROUND CONDUCTORS SHALL BE BROUGHT TO THE SURFACE AS NEAR AS
POSSIBLE TO THE EQUIPMENT TO BE GROUNDED.
6 UNDERGROUND WIRE CONNECTIONS SHALL BE ONLY APPROVED TYPE. ALL
CONNECTIONS SHALL BE EXOTHERMIC WELDED TYPE, CADWELD" OR EQUAL. ALL
GROUNDING CONNECTIONS SHALL BE COATED WITH AN ANTI-CORROSIVE AGENT SUCH
AS T&B KOPR SHEILD. "NO-OXY", "NOALOX" OR "PENETROX". VERIFY PRODUCT WITH
PROJECT MANAGER.
7 ALL TERMINATIONS AT EQUIPMENT ENCLOSURES, PANELS, FRAMES OF EQUIPMENT,
AND WHERE EXPOSED FOR GROUNDIND CONDUCTOR TERMINATION SHALL BE
PERFORMED UTILIZING TWO HOLE BOLTED TONGUE COMPRESSIONS TYPE WITH
STAINLESS STEEL SELF TAPPING SCREWS
8 ALL CLAMPS AND SUPPORTS USED TO SUPPORT THE GROUNDING SYSTEM
CONDUCTORS AND PVC CONDUITS SHALL BE PVC TYPE (NON-CONDUCTIVE). DO NOT
USE METAL BRACKETS OR SUPPORTS WHICH WOULD FORM A COMPLETE RING
AROUND ANY GROUNDING CONDUCTOR.
9 ALL BOLTS, WASHERS, AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE
STAINLESS STEEL.
10 GROUND CONNECTIONS: CLEAN SURFACES THOROGHLY BEFORE APPLYING GROUND
LUGS OR CLAMPS. IF SURFACE IS COATED, THE COATING MUST BE REMOVED DOWN TO
THE BARE METAL. AFTER THE COATING HAS BEEN REMOVED, APPLY A NON-CORROSIVE
APPROVED COMPOUND TO CLEANED SURFACE AND INSTALL LUGS OR CLAMPS. WHERE
GALVANIZING IS REMOVED FROM METAL, IT SHALL BE PAINTED OR TOUCHED UP WITH
"GALVAMOX", OR EQUAL.
NO. DATE DESCRIPTION
1 01/26/18 PACKAGE 3
2 03/23/18 PACKAGE 4 - ADDENDUM #1
T4
??T83
d
E
S
M
E
3
d
a bc
T4 T3fed
R
G
E
E
S1
d
e
R
R
I
WPgE
RS2h
S2h3h 3
h
S2k
S2k
T8
V1 V1 V1 V1 V1
V1
V1
V1 V1 V1 V1 V1
V1 V1 V1 V1 V1
V1 V1 V1 V1 V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1 V1
MOUNTED 18" A.F.F. AT TOP OF SIGN TO BE
WITHIN 4" OF DOOR FRAME (TYP. FOR 2)
a
a a a a
aaa
a a
a
a
a a a a a
a
a
a
a a a aa
a
a
a
23 21 20 19 18 17 16 15 14
29
28 27 26 25 24 22
A
D
D.9
H
J
AG-1
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
C
B
17.830
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
26.527.127.3 25.7 25.3 24.5
L01
LOWER LOBBY
L03
MAIN ELECTRICAL
ROOM
ST L04
STAIR 4
EL L04
ELEVATOR 4
L06
ELEVATOR CONTROL
ROOM
L05
EMERGENCY
ELECTRICAL
L01C
BLDG STORAGE
X3X3
X3
X3
X3
X2
X3
V1
V1
V1
V1
V1
X3
V1
V1
V1
b
c
c
c
d
L02
MECHANICAL
L01A
ELEC
L01B
ELEC
e
f
dedede
d e d e d e
3
E211
TATA3
TA3TA3TA3
TA3TA3TA3
TA3
TA
TA
TA
TA
TA
TA
TAX1
X1
TA3TA3
TA3TA3
TA3
TA3
TA3
TA3
X1
V3
V3
g
g
E4L1
L4L1
E4L1-10
10
10
1010
10
10
10
10
10
10
10
12
12
12
12
12
12
12
12
12
12
12
L4L1-3
3 12 3 12 3 12
3123123125
5
5
L4L1-5
12
5
5 5
5 5 12
12
5 555
512
55
5 5
3
12
3
5
5
7 7 7
77
7 7 77
77
7
7
7
7
7
3
7
7 77
h h h h
hhhh
h h h h
h h
h h
k
k
k
k
k
k
k
L4L1-7
9
9
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 10:46:44 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E200LL
ELECTRICAL LIGHTING
LEVEL LL PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 ELECTRICAL LIGHTING LEVEL LL PLAN
NO. DATE DESCRIPTION
ELECTRICAL LIGHTING NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E600 DRAWING SERIES.
2 FOR LIGHTING FIXTURE SCHEDULE REFER TO DRAWING E721.
3 FOR EXACT LOCATIONS, QUANTITIES AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES
REFER TO ARCHITECT'S REFLECTED CEILING PLANS AND ELEVATIONS.
4 PROVIDE METAL BARRIERS IN ALL MULTI-GANG SWITCH LOCATIONS.
5 ALL EXIT SIGNS SHALL BE CONNECTED TO A CONSTANT, UNSWITCHED SOURCE ON THE
EMERGENCY BRANCH.
6 CIRCUIT NUMBERS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT NUMBERS SHALL BE
DETERMINED IN THE FIELD.
7 ALL OCCUPANCY SENSOR LOCATIONS ARE APPROXIMATE, REFER TO MANUFACTURERS
INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION.
8 ULTRASONIC CEILING MOUNT SENSORS SHALL BE LOCATED A MINIMUM OF SIX FEET FROM
HVAC SUPPLY/RETURN VENTS.
9 CONTRACTOR IS RESPONSIBLE FOR: OCCUPANCY SENSOR PROPER SENSITIVITY & TIME
DELAY SETTINGS (FOR NON-ADAPTIVE PRODUCTS) RECOMMENDED PLACEMENT, AND
FIELD VERIFICATION OF CIRCUITS WITHIN RESPECT TO POWER PLACEMENT.
10 OCCUPANCY SENSORS MOUNTED OVER THE DOOR MUST BE PLACED ONE FOOT INSIDE
THE THRESHOLD.
11 FOR LIGHTING IN MECHANICAL ROOMS AND BACK OF HOUSE AREAS PROVIDE LIGHTING
GENERALLY AS SHOWN. LIGHTING SHALL BE SHIFTED AS REQUIRED AT MECHANICAL
EQUIPMENT THAT REQUIRES SPACE FOR FILTERS, ETC. MOUNT LIGHTING AT 9'-0"
MAXIMUM UNLESS DUCTWORK AND PIPING CAN'T BE AVOIDED WHERE A FIXTURE IS
NEEDED. IN THIS INSTANCE, RAISE OR LOWER THE FIXTURE AS REQUIRED. (NOT LESS
THAN 7'-6"). LIGHTING IN THE MECHANICAL ROOM SHALL BE SUSPENDED BY CHAIN. ALLOW
(3') OF SLACK CHAIN AND FEEDER AT EACH FIXTURE TO PERMIT FUTURE ADJUSTMENT. DO
NOT SUPPORT LIGHT FIXTURES FROM DUCT OR PIPING. PROVIDE UNISTRUT BELOW
DUCTS WHERE FIXTURE LOCATIONS COINCIDE WITH DUCT RUNS. PROVIDE THREADED
RODS FROM STRUCTURAL MEMBERS TO SUPPORT UNISTRUT.
S
I
I
I
K
D
O
S
K
D1ag
P3
F
P3
F
P3
B
D2
a,b
S1
a,b
D2
M
F
S2
n
K D1aS1
a
D2
M
F
D2MKS1
a,b
D2c,dD2
M
A
D2a,bS1
c,d
S1
a,b
Q
O
I
E
S1
c,d
S1
a,b
D2
a,b
S1
c,d
D2
c,d
D2c,dPRPDPRPDPD
PR
PD
O
O
Q
PR
PD
PD PDPES2
m
P3
P3
S2
b
S1
D2MD2
M
D2MD2
M
V2
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
29
28 27 26 25 24 22
A
D
D.9
H
J
- K
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
26.527.127.3 25.7 25.3 24.5
100V
EAST VESTIBULE
100
EAST ENTRY
105
SC SECURE STACKS
108D
OFFICE
107
LIBRARY
ADMINISTRATION
107D
OFFICE 108A
GROUP STUDY
108J
GROUP STUDY
108
NC HUB - TLR AND
ACADEMIC SUCCESS
108F
SEMINAR ROOM
108H
ASSISTIVE TECH
101
MAIN HALL
103
CONWAY CENTER
102
BROWSING ROOM
CLASSROOM
110B
CAFE SERVICE
104
SERVICE POINT
SUPPORT
T101
W/GN TOILET ROOM
T102
M/GN TOILET ROOM
101A
TELECOM101B
ELEC.
103A
CONWAY - SHARED
OFFICE
110C
CAFE SUPPORT
101F
FIRE ALARM
101C
PRE ACTION
110A
READING ROOM
EL102
ELEVATOR 2
106
SC - COLLECTIONS
WORKROOM
106D
SC OFFICE
T103
M/GN TOILET ROOM
110A
READING ROOM
111
EXIT PASSAGEWAY
ST103
STAIR 3
ST102
STAIR 2
ST101
STAIR 1
EL101
ELEVATOR 1
EL103
ELEVATOR 3
107C
OFFICE - DEAN OF
LIBRARIES
103C
CONWAY - OFFICE
103E
CONWAY - OFFICE
101D
MAIN SERVICE POINT
108B
GROUP STUDY
109A
JANITOR
X1 X2
X1
X1
X1
X1
X1
X2
X1
X2
X1
108E
OFFICE
108G
STORAGE/AV
102A
AV CL.
TB1.12TB1.12
TB1.5
TB1.5
TB1.5
TB1.5
TP.7
TB1.5
TP.7 TP.7TP.7 TP.6 TP.6 TP.6 TP.6 TP.6
TB1.12 TB1.12 TB1.12
TP.6 TP.7 TP.7 TP.7 TP.7 TP.7 TP.7 TP.3 TA4 TF2 TF2 TF2TF2 TF2 TF2 TF2 TF2 TF2 TF2
TF2
TF2
TF2
TF2
TF2
TF2
TA4
TA4
TA4
TA4
TA4TA4
TA4
TA4 TA4
TA4
TQ
TA4
TA4
TA4 TA4
TA4
TA4
TA4
TA4
TA4
TA4
TA4
TA4TA4TA4
TA4
TF2
TF2
TF2
TF2
TDTDTDTDTDTDTDTA TA TA
TF
TA3
TA3
TA3TA3 TF
TFTFTFTF
TF
TF
TA3
TA3
TA3
TA3
TA3
TF
TF
TF
TF
TF
TF
TF
TF
TAH TAHTAH
TA3TA3
TF
TA3TA3
TA3
TA3TA3
TA
TB1.5
TB1.12
TB1.6 TB1.6
TAHTAH
TB1.5 TB1.5
TA3
TF
TA3
TF
TA3
TF
TF
TF
TF TA3 TA3
TA3
TA3
105B
SC SECURE HALL
106B
SC OFFICE
106C
SC OFFICE
106A
SC DIGITIZATION
106
SC - COLLECTIONS
WORKROOM
106
SC - COLLECTIONS
WORKROOM
107B
OFFICE
107A
OFFICE
108C
SHARED OFFICE
103B
CONWAY - OFFICE
103F
CONWAY - OFFICE
DOUBLE HEIGHT AREA. FOR
LIGHTING IN THIS AREA REFER
TO SECOND FLOOR PLAN.
MULTI HEIGHT AREA.
FOR LIGHTING IN THIS AREA
REFER TO THIRD FLOOR PLAN.
104B
GROUP STUDY
104A
OFFICE
TA3TA3TA3TA3
TF
TF
TF
TF
TA TA
TA TA TATATA
TQ
TQ
TQ
TQ
TA4
TA4
TA4
TA4
TA4 TA4 TA4 TA4
TA5
TA5
TA5TA5TA5TA5
TA5
TA5
TA5TA5TA5TA5
TA3 TA3
TA3TA3TA3
TA3 TA3
TA3TA3TA3TA3
TA3 TA3 TA3
TA3TA3
TA3
TA3
TG.6
TG.6
TA TA
TA5
103D
STOR
102B
STOR
103G
AV CL.
TA TA
E222
1
E222
2
TA4
TQ
TA3
TA3
TA3
TA3
c,d c,d
a,ba,b
c,d c,d
a,ba,b
c,d c,d
a,b
a,b
a,ba,b
g
UPS
108K
PHONE
101E
PHONE
1
E211
2
E211
E411
L411
1
1
1
1
1
1
1
1 E411-1
E411- 1
26101026
22
5225
5
5
522
55
5
5
5 22
5225
5 5 22
5522
5
5 5
5
24
5 5 5
6 6
6
6 6
5 22 5 22
6 6
555
5 22
5 5 22 5
22
5
666
666
5
5
6
6 6 6
6241
6 6
6 6
5
10
10
26
10 E411- 24 11 L411- 11
24
15 15 15 15
13 13 13 13 13 13 13
11
1
13
13
13 26 13
15
13
26
15
13
26
15
13
26
1513
1526
13
1520
E411- 20
15
132613
13
13
13
26
13
26 13 26
13
13
13
2613
26
13
13
26
13
26
26132613
n n mmm
6
L411-6
6
a a a
aaa
10
z132E,z133 z132E,z133 z132,z133 z132,z133 z132,z133
10 10
TYPICAL
TF
z150
TYPICAL
TYPICAL
5
z150
TYPICAL
TYPICAL
z150
TYPICAL TYPICAL
z154Ez154
z153Ez153
z153
z153Ez153z153
5
5
z151
z151
z152Ez152
z152
z152z152z152a
z152E
z152z152z152a
z152aEz152a z152
z152a z152a
z152E z152
z150
TYPICAL
TYPICAL
z152E z152 z152
z152 z152 z152E
z152 z152E
z152
z152Ez152 z152 z152E z152 z152 z152E
z152b z152b
z152bz152b
z154Ez154
L411-5
z119E z119 z119 z119E z120,z121 z120,z121
10
z119E z119
a
bbb
b
L411-13
L411-15 z145 z145 z145
z145
z145
z145
z145
z145
z145
z145z145Ez145Ez145
z147az147aEz147a
z146
z146
TYPICAL TYPICAL TYPICAL
TYPICAL
z147
z147E
z147
z147
z147
z147E
z147z130E
z130
z130E
z130
z130E
z147a
z147a
z147aE
z147aE
z147a
z147a z147aE z147a
z149 z149 z149 z149
z149 z149 z149
z148
TYPICAL
TYPICAL
z146
TYPICAL
TYPICAL
z147aE
z147b
z147bE
z147b
z147bE
z147
z147E
z129 z129E z129 z129E
22
22
E411-22
E411-2424
22 22
E411-26
L411-10
TB.10
TB.10
TB.10
TB.10
TB.10
TB.10
z108E,z109
z108,z109 z108E,z109
z108,z109 z108E,z109
z108,z109 z108E,z109
z108,z109
z108,z109
z110,z111
z110E,z111
z110,z111
z110,z111
z110E,z111z110,z111
z110E,z111z110,z111
z110E,z111
8
4
4
8 4
8 4
8
4
4
8
48
48
48
4
E411- 20
TL2
TL2
E411- 20
E411- 20E411- 20
E1E1
1
1
1
1
1
1
TA5 15
z145
1
TA5 15
z145
TA5 15
z145
TA5 15
z145
1
1
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 10:47:06 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E201
ELECTRICAL LIGHTING
LEVEL 1 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1/8" = 1'-0"1 ELECTRICAL LIGHTING LEVEL 1 PLAN
ELECTRICAL LIGHTING NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E600 DRAWING SERIES.
2 FOR LIGHTING FIXTURE SCHEDULE REFER TO DRAWING E721.
3 FOR EXACT LOCATIONS, QUANTITIES AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES
REFER TO ARCHITECT'S REFLECTED CEILING PLANS AND ELEVATIONS.
4 PROVIDE METAL BARRIERS IN ALL MULTI-GANG SWITCH LOCATIONS.
5 ALL EXIT SIGNS SHALL BE CONNECTED TO A CONSTANT, UNSWITCHED SOURCE ON THE
EMERGENCY BRANCH.
6 CIRCUIT NUMBERS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT NUMBERS SHALL BE
DETERMINED IN THE FIELD.
7 ALL OCCUPANCY SENSOR LOCATIONS ARE APPROXIMATE, REFER TO MANUFACTURERS
INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION.
8 ULTRASONIC CEILING MOUNT SENSORS SHALL BE LOCATED A MINIMUM OF SIX FEET FROM
HVAC SUPPLY/RETURN VENTS.
9 CONTRACTOR IS RESPONSIBLE FOR: OCCUPANCY SENSOR PROPER SENSITIVITY & TIME
DELAY SETTINGS (FOR NON-ADAPTIVE PRODUCTS) RECOMMENDED PLACEMENT, AND
FIELD VERIFICATION OF CIRCUITS WITHIN RESPECT TO POWER PLACEMENT.
10 OCCUPANCY SENSORS MOUNTED OVER THE DOOR MUST BE PLACED ONE FOOT INSIDE
THE THRESHOLD.
11 FOR LIGHTING IN MECHANICAL ROOMS AND BACK OF HOUSE AREAS PROVIDE LIGHTING
GENERALLY AS SHOWN. LIGHTING SHALL BE SHIFTED AS REQUIRED AT MECHANICAL
EQUIPMENT THAT REQUIRES SPACE FOR FILTERS, ETC. MOUNT LIGHTING AT 9'-0"
MAXIMUM UNLESS DUCTWORK AND PIPING CAN'T BE AVOIDED WHERE A FIXTURE IS
NEEDED. IN THIS INSTANCE, RAISE OR LOWER THE FIXTURE AS REQUIRED. (NOT LESS
THAN 7'-6"). LIGHTING IN THE MECHANICAL ROOM SHALL BE SUSPENDED BY CHAIN. ALLOW
(3') OF SLACK CHAIN AND FEEDER AT EACH FIXTURE TO PERMIT FUTURE ADJUSTMENT. DO
NOT SUPPORT LIGHT FIXTURES FROM DUCT OR PIPING. PROVIDE UNISTRUT BELOW
DUCTS WHERE FIXTURE LOCATIONS COINCIDE WITH DUCT RUNS. PROVIDE THREADED
RODS FROM STRUCTURAL MEMBERS TO SUPPORT UNISTRUT.
S
Q
Q
S
EE
I
K
K
I
II
O
K
FK
g hgF
S1
a
S1
b
S1
a
S2
a
S1
a,b
S1
a,b
D2
M
F
P3
P3
P3
S1
c
S2
P3
D2
M
S2
mL
A
F
E
E
G
KabS1
a,b
S1
c,d
O
O
N
S1
c
D1
aD1 bD1aD1aPE
PD
PEPDPE
PD PDS2
a
D2a,bD2c,dD2
a,bPRPDPRPD
PR
PD
S1
c,dD2c,dD2a,bPR
PD
S1
b
S2
P3
mS2
D2
M
D2
M
D2
M
D2
M
D2
M
D2
M
P3
nS2
P3
PEPE
E
nV1
V2
V2
V1 V1
c
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
29
28 27 26 25 24 22
A
D
D.9
H
J
- K
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
26.527.127.3 25.7 25.3 24.5
205
SC SECURE STACKS
201A
TELECOM
201B
ELEC
201F
FIRE ALARM
201C
PRE ACTION
206
SC - TECHNOLOGY
WORKROOM
206D
SC OFFICE
208B
CAVERNO
208
NC HUB - ACADEMIC
SUCCESS
ST103
STAIR 3
210A
STORAGE
210
READING ROOM
ST201
STAIR 1
EL201
ELEVATOR 1
EL203
ELEVATOR 3
ST202
STAIR 2
204
SC EXHIBIT
EL202
ELEVATOR 2
208
NC HUB - ACADEMIC
SUCCESS
X1
X2
X1X2
X1 X1
X1
X1
X2 X2
X1
X2
209
SEMINAR ROOM
208A
REFLECTION ROOM
T201
GN TOILET ROOM
210
READING ROOM
TB1.12TB1.12
TB1.5
TB1.5
TB1.5
TB1.12
TB1.12 TB1.12
TB1.12
TB1.12
TB1.12
TB1.12
TB1.12
TA
TA TA
TA
TA
TA
TA
TA
TA
TA
TA TATA TA
TA TA
TA
TQ
TA
TA
TA
TF
TA
TA
TATA
TATA
TATA
TA
TG.8
TG.8
TG.8
TG.8
TATA
TATA
TA
TA
TA TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF TF
TA
TA
TA
TA
TA
TQ
TQTQ TQ
TQ
TF
TF
TF
TF
TF
TF
TF
TB1.5
TAB.7
TAB.7
TATATATA
TATATA
TX.5 TX.5 TX.5 TX.5
TX.5 TX.5
TAA TAA TAA TAATAA TAATAA TAA TAA TAA TAA TAA
TAA TAA TAA TAA
TAA TAATAA TAA TAA TAA TAA TAA
TA
TA3
TQ
TA3TA3
TA
TA6 TK
TP.6 TP.6 TP.6 TP.6TP.6 TP.6 TP.6TP.5 TP.5 TP.7 TP.7 TP.7TP.7 TP.7 TP.4 TP.4
TA3 TA3TA3
TA3 TA3TA3
TA3 TA3TA3
TA TATA
TA TATA
TA TATA
TA
TA
TA
TA TA TA TA TA TA
TA TATA
TA TATA
TA6
TA
TA
TA
TP.6 TP.5 TP.6TP.6TP.6TP.6 TP.6 TP.6 TP.6TP.6TP.6
TA6
TA6
TA6
TA6
TA
TP.6 TP.6 TP.6 TP.6 TP.6 TP.6TP.6 TP.6 TP.6 TP.6 TP.6
TAH TAH TAH
TA TA TA
TA3
TA TA
TA3 TA3
TA3 TA3TA3TA3
TFTA3
TA3TA3 TA3
TA3TA3TA3
TA3
TA3
TA3TA3
TA3
TA3
TF TA3
TA3
TA3
TA3
TA3 TA3 TA3 TA3 TA3
TA
TA3
TA3
TRTRTR
TRTRTRTRTR
TRTR
TR
TRTR
TAB.7
TAB.7
TAB.8
TR
TN
TN
TN
TN TN
TN
TRTRTRTRTRTR
205B
SC SECURE HALL
206
SC - TECHNOLOGY
WORKROOM
206
SC - TECHNOLOGY
WORKROOM
206C
SC OFFICE
206B
SC OFFICE
MULTI HEIGHT AREA.
FOR LIGHTING IN THIS AREA
REFER TO THIRD FLOOR PLAN.
209A
STORAGE
V1
201
HALL
207
HALL
TP.3
TP.5
TP.5
TP.5
TP.7
TA
TA3
TA3 TF TF TF
TF
TF
TF
TF
TF
TF
TG.6
TG.6
TAH TAHTA3TA3TA3TA3
TA3TA3
TA3TA3
TA3TA3
TF
TF
TF TF
TA3TA3TA3
TA3
TF
TF
TF
TF
TF
TF
TF TF
TF
TF
TF
TA TA
TF
TA
206A
SC SHARED OFFICE
a
a
a
b b b
bbb
b b b
a a a
a a a
a
TATATA
b
TA
TA3
m
hgg
a
aaa
a a
c,d c,d
a,ba,b
c,d c,d
a,b a,b
a,b a,b
ccc
c c c
ccc
c c c
TA
TA
TATA
208C
PHONE
TP.7
1
E211
2
E211
z224,z225
TYPICAL
z226
z226
z226
z226 z226 z226 z226 z226 z226 z226 z226
z226
z226
z226
z227z227Ez227E
z227E z227E z227Ez227
TYPICAL
TYPICAL
z221z221E
z221 z221E
z220
z220E
z218,z219z218,z219z218,z219
TYPICALTYPICALz218E,z219z218E,z219
m m
m
z217 z217
z215
z215
z215
z215 z215
z215 z217
z216 z216 z216aE
z216az216Ez216
z216E
z216
z216
z216
z216Ez216 z216aE
z216a z216aE
z216a
z216a z216aEz216E
z216aE
TYPICAL
z213,z214
z232
z234
z232
z232
z232
TYPICAL
TYPICAL
TYPICAL
TYPICAL
TYPICAL
z233
TYPICAL
z230
z230
z230
z230
z229 z229E z229
L421
z231a z231a z231a
z231cz231c
z231a z231a z231aE z231a z231aE z231a
z231a z231aE
z231a z231a
z231aE z231a
z231 z231aE
z231z231Ez231z231Ez231z231z231Ez235
z235 z231 z231E z231
z231E z231 z231
z231a z231a z231aE
z231aEz235 z231a z231a
z235 z231aE
z231z231Ez231
z231b
z235
z235
g
4
4 4 4 4 4 44
4 4 4
44
4
4
4
44
4
4
44
4
4 4
4
4
L421-4
4
2 2
2 2 2
222
2
22 2
2 22
2
TYPICAL
2
2
2
2
2
2
TYPICAL
TYPICAL
2
2
2
2
22
2
2
2
TYPICAL
2
2222
2
222
TYPICAL
2
222
2 2 2
2
L421-2
L421-12
L421-10
1010
10
10
10
12
12
TYPICAL
TYPICAL
10
10
10
101010101010
10
10
1010
z227E
1
10
10
1
1
1 1
1 1
1 1
11
111
1 1
1
111
1 1 1
11
3
3
3 3
33 3
3
L421-3
3 3
L421-1
3
z211E z211 z211 z211Ez211E z211 z211E z211
z211E
3 3
33
3 3
3 3 3
333
555555
5
z240b z238
TYPICAL
TYPICAL
z238
TYPICAL
5
TYPICAL
3
z236z236
z239
z239TF
TA3
z236Ez236
185
5
z238
5
555
5
z238
TYPICAL
TYPICAL
z237
5
z237
18
z237E
5
z237
5
z237
18
z237E
5
z240
18
z240E
5
z240a
18
z240E
5
z240
5
z240
5
TYPICAL
5
5
z240Ez240z240a
z240z240Ez240a
z240Ez240z240a
z240z240z240
z240Ez240z240E
z240z240z240
z240a
z240a
55
5
5 5
555
5 5 5
5
5 5 5
5 5 5
5 5 5
5
z240Ez240z240Ez240z240z240Ez240
z240bz240bz240b
5
n n
L421-5
E411-3
3
3
3
3
3
3
33
3
3
3
14
14
14
14
14
14
14
14
2 1616
16
16
16
16
16 16
16
16
16
16
16
16
16
4
18
18
18
18
1818 18
18
1818
14
18
18
18
18 18
18 18 18 16
E411-18
16
16
16
16 16
16
16 16
16
1616
16
E411-16
16
2
L421-10
201G
ELEC
V2
n3
V1
h
3
TB.10
TB.10
TB.10
TB.10
TB.10
TB.10
z208,z209
z208,z209z208E,z209z208,z209z208E,z209
z208,z209 z208E,z209 z208,z209 z208E,z209
z206E,z207 z206,z207 z206E,z207 z206,z207
z206E,z207z206,z207z206E,z207z206,z207
z206,z207
8
12
12
8
8
12
12
8
8
812812
8 12 8 12
8L421-8
E411-12
TP.6
E411-14
TP.5
TP.8
z224,z225
TYPICAL
TP.6
10
10
10
205A
VEST
1
1
1
1
1
1
LCP-2C
LCP-2B
LCP-2A
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 10:47:25 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E202
ELECTRICAL LIGHTING
LEVEL 2 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1/8" = 1'-0"1 ELECTRICAL LIGHTING LEVEL 2 PLAN
ELECTRICAL LIGHTING NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E600 DRAWING SERIES.
2 FOR LIGHTING FIXTURE SCHEDULE REFER TO DRAWING E721.
3 FOR EXACT LOCATIONS, QUANTITIES AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES
REFER TO ARCHITECT'S REFLECTED CEILING PLANS AND ELEVATIONS.
4 PROVIDE METAL BARRIERS IN ALL MULTI-GANG SWITCH LOCATIONS.
5 ALL EXIT SIGNS SHALL BE CONNECTED TO A CONSTANT, UNSWITCHED SOURCE ON THE
EMERGENCY BRANCH.
6 CIRCUIT NUMBERS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT NUMBERS SHALL BE
DETERMINED IN THE FIELD.
7 ALL OCCUPANCY SENSOR LOCATIONS ARE APPROXIMATE, REFER TO MANUFACTURERS
INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION.
8 ULTRASONIC CEILING MOUNT SENSORS SHALL BE LOCATED A MINIMUM OF SIX FEET FROM
HVAC SUPPLY/RETURN VENTS.
9 CONTRACTOR IS RESPONSIBLE FOR: OCCUPANCY SENSOR PROPER SENSITIVITY & TIME
DELAY SETTINGS (FOR NON-ADAPTIVE PRODUCTS) RECOMMENDED PLACEMENT, AND
FIELD VERIFICATION OF CIRCUITS WITHIN RESPECT TO POWER PLACEMENT.
10 OCCUPANCY SENSORS MOUNTED OVER THE DOOR MUST BE PLACED ONE FOOT INSIDE
THE THRESHOLD.
11 FOR LIGHTING IN MECHANICAL ROOMS AND BACK OF HOUSE AREAS PROVIDE LIGHTING
GENERALLY AS SHOWN. LIGHTING SHALL BE SHIFTED AS REQUIRED AT MECHANICAL
EQUIPMENT THAT REQUIRES SPACE FOR FILTERS, ETC. MOUNT LIGHTING AT 9'-0"
MAXIMUM UNLESS DUCTWORK AND PIPING CAN'T BE AVOIDED WHERE A FIXTURE IS
NEEDED. IN THIS INSTANCE, RAISE OR LOWER THE FIXTURE AS REQUIRED. (NOT LESS
THAN 7'-6"). LIGHTING IN THE MECHANICAL ROOM SHALL BE SUSPENDED BY CHAIN. ALLOW
(3') OF SLACK CHAIN AND FEEDER AT EACH FIXTURE TO PERMIT FUTURE ADJUSTMENT. DO
NOT SUPPORT LIGHT FIXTURES FROM DUCT OR PIPING. PROVIDE UNISTRUT BELOW
DUCTS WHERE FIXTURE LOCATIONS COINCIDE WITH DUCT RUNS. PROVIDE THREADED
RODS FROM STRUCTURAL MEMBERS TO SUPPORT UNISTRUT.
S
O
K
K
Q
Q
C
B
I
I
I
I
I
Q
Q
S
A
m
O
P3
P3
S1
a,b
S1
c,d
S2
c,d
S1
a,b
D2
c,d
D2
a,b
D2
c,d
D2
M
D5D2
M
S2
d
P3
P3
P3
D2
a,b
Q
K
B
F
E
S1
a,b
S1
c,d PDPDPDPDD2
a,b
Q
D2
c,d
D2a,bS1
a,bPDPRPDPRPD
S1
c,d
S1
a,b
PDPEPDPD
D1dP3
S2
n
D2
M
D2
M D2MD2MD2MS2
m
D2MP3
P3
V2
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
29
28 27 26 25 24 22
A
D
D.9
H
J
- K
D.4
G
D.3
C.9
24.328.4
D.8
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
26.527.127.3 25.7
E.1
25.3 24.5
309F
STAFF ROOM
310B
COLLAB ROOM
303
SPECIAL
COLLECTIONS
CLASSROOM 302
COLLOCOTT
READING RM
301E
GROUP STUDY
310C
COLLAB ROOM
304A
EXHIBIT PREP
301A
TELECOM
301B
ELEC
307D
CONSULT
307C
CONSULT
305
SC SECURE STACKS
304
SC CLASSROOM
T301
WOMEN
T302
MEN/GN
307B
SC MEETING ROOM
301F
GROUP STUDY
301G
FIRE ALARM
301C
PRE ACTION
310
OPEN READING
ROOM
EL302
ELEVATOR 2
307
SPECIAL
COLLECTIONS
READING ROOM 308
SPECIAL
COLLECTIONS
ENTRY
306
SC STAFF
WORKROOM
310
OPEN READING
ROOM
309E
OFFICE - D&A
309C
INTER LIBRARY
LOAN 309A
MEETING ROOM
309H
OFFICE - D&A
309D
OFFICE - D&A
309G
STORAGE
ST103
STAIR 3
310A
STORAGE
ST301
STAIR 1 EL301
ELEVATOR 1
EL303
ELEVATOR 3
ST302
STAIR 2
X1X1
X1
X2
X2 X1
X2 X2
X1
309
DISCOVERY &
ACCESS
X2
TB1.12 TB1.12 TB1.12 TB1.12
TAH TAH TAH
TF
TF
TF
TF
TF
TQ
TQ
TQTQ
TQ
TQ TQ
TA
TB.10
TB1.5TB1.5
TB1.5 TB1.5
TB1.12 TB1.12
TFTFTFTFTF TF TF TF TF
TA TF
TF
TF
TA
TATA TA
TA
TA
TA
TA TA
TA TA
TA
TA
TA
TATA
TA TA
TA TA
TA TA
TA TA
TA TA
TA
TA TA
TA TA
TA
TA
TA TA
TA
TA TA
TA
TA TA
TA
TA
TA TA
TA
TA
TA
TA TA
TA
TA
TA TA
TA
TA
TA TA
TATA TA
TATATA
TA
TA
TG.8
TG.8
TG.8
TG.8
TATA
TATA
TATA TA
TA
TA TA
TQ TQ
TQ TQ
TQ
TQ
TF
TF
TFTF
TF
TF
TE
TE
TE
TE
TE
TE TE
TE
TE
TE
TE
TB1.6 TB1.6
TB1.12 TB1.12
TA
TP.6 TP.6 TP.6 TP.6 TP.6TP.7 TP.7 TP.7 TP.7
TM.11
TM.11
TA TA
TA TA
TA
TF
TF
TF
TF
TF TF
TATA
TM.8
TM.7
TM.8
TM.7
TA
TP.6 TP.6 TP.6 TP.6TP.6 TP.6 TP.6 TP.7 TP.7 TP.7 TP.7TP.7 TP.7 TP.8
309J
PHONE (ADA)
301D
PHONE
TA
TX.6
TU.6
TX.6
TU.6
TX.6
TU.6
TX.6TU.6
TA3
TF
TF
TA3
TF
TA3
TFTF
TATATATA3
TA3TA3
TA3TA3
TA3TA3
TA3TA3TA3
TA3
TA3
TA3 TA3 TA3 TA3
TAH TAHTA3 TA3 TA3
TA3 TA3 TA3
TA3 TA3 TA3
TA3 TA TA3
TA3
TQ TQ
TQ
TQ TA3 TA3
TA TA3 TA3 TA3 TA3
TF
TF
TF
TF
TFTA3
TA
X1
TA
TA
TA TA TA TA TA TA
TQ
TG.5 TG.5
E223
1
E223
2
a
a a
a
b
c c
cc
d
a
a a
a
cc
c c
d
b
m
a,b a,b
c,d c,d
a,b a,b
c,d c,d
a,ba,b
a,ba,b
X1 TA
d
dd
d
d
1
E211
2
E211
L431
z351E z351
z351
z351
z351E z351
z351E
z351E
z351
z351
z351
nnn
z328,z329z328E,z329
z328E,z329
z328E,z329
z328E,z329
z318,z319
z318,z319
TYPICAL
TYPICAL
z328,z329
z328E,z329
TYPICAL
TYPICAL
305A
VESTm m
6 6
6
3
3
3 3
3
3
3
3
3
3
3
3 3
33
3 3
3
3
3
333
3
3
3
3 3 3 3
L431- 33
6
z327a
6 6 6
z327a
z327aE
z327aE
z327a
z327aE
z327a
z327a
z327a
z327a z327a
z327aE
z327Ez327
z327a
z326
z325
TYPICAL
TYPICAL
6
6
TYPICAL
TYPICAL
z327E z325z327E
TYPICAL
TYPICAL
6
z327E
z327a
z327a
z327aE
6
6
66
6
6
6
6
6
6
L431-6
z312
TYPICAL
z312E z312Ez312Ez312E
z312E
z312
TYPICAL
6
TYPICAL
TYPICAL
6
6
z312 z312E
33
307A
SC SMALL GROUP
ROOM
3
3
3
3 3
z359
z359a z359az358 z358
z359Ez359E z359 z359E
z355
TYPICAL
z358
5
E441-55
5
5 5
5
5
5
5
5
5
3
3
z312Ez312z360Ez360E
z356E
z356E
z356E
z356E
z356E
z356E
z356E
z356E
L431-5
5
55
TYPICAL
z356
5
z356
5
z356
5
z356
5
z356
5
z356
5
z356
5
z356a
5
z356
5
z356
5
z356
5
z356a
5
z356a
5
z356
5
z356
5
z356
5
z356
5
z356
5 z356
5
z356
5
z360
5
z360
5
z360
5
z360
5
z360
5
z355
5
TYPICAL
TYPICAL 5
6
z312
z353
z354
z354
z353
z354z353
z354z353
z352
7
z352
7
z3527
z348
z348
TYPICAL
TYPICAL
7
TYPICAL
7
7
7
7
7
7
7
7z352
L431-7
7
TYPICAL
z349a
7
z349
7
z349a
7
z349a
7
z349a
7
z349a
7
z349E
13
z349
7
z349
7
z349
7
z349b
7
z349b
7
z349
7
z349E
13
z349b
7
z349b
7 7
7
7
7
7
7
7
7
7 z349
z349
7
z349E
13
z349
7
z347
7
z347
7
z347
7
z349
7
z349
7
z349
7
z349
7
z349E
13
z347
7
z349E
13
z349
7
z349E
13
z349
7
z349
7
z349E
13
z347E
13 z349
7
z349E
13
z349
7
z349
7
z352
7
z352
7
z352
7
z347E13
z349
7
z349z349
77
13
13
13
13
13
13
13
13
13
13
6
6
6
6
6
6
6 2
6
6
6
6 13 13
13
2 2
6
13
6
E441-6
5
5
55
5
E441-13
13
13
13
13
13
7
z360
TYPICAL
E441-2
6
6
L431-3
13
z308E,z309 z308,z309 z308E,z309 z308,z309
z308,z309 z308E,z309 z308,z309 z308E,z309
z308,z309
4 10 4 10
410410
10
TB.10
TB.10
E441-4
L431-10
TB.10
z310,z311 z310E,z311 z310,z311 z310E,z311
10 4 10 4
TB.10
z310E,z311 z310,z311 z310E,z311 z310,z311
4 10 4 10
TB.10
z310,z311
10
5
1
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 10:47:46 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E203
ELECTRICAL LIGHTING
LEVEL 3 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1/8" = 1'-0"1 ELECTRICAL LIGHTING LEVEL 3 PLAN
ELECTRICAL LIGHTING NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E600 DRAWING SERIES.
2 FOR LIGHTING FIXTURE SCHEDULE REFER TO DRAWING E721.
3 FOR EXACT LOCATIONS, QUANTITIES AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES
REFER TO ARCHITECT'S REFLECTED CEILING PLANS AND ELEVATIONS.
4 PROVIDE METAL BARRIERS IN ALL MULTI-GANG SWITCH LOCATIONS.
5 ALL EXIT SIGNS SHALL BE CONNECTED TO A CONSTANT, UNSWITCHED SOURCE ON THE
EMERGENCY BRANCH.
6 CIRCUIT NUMBERS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT NUMBERS SHALL BE
DETERMINED IN THE FIELD.
7 ALL OCCUPANCY SENSOR LOCATIONS ARE APPROXIMATE, REFER TO MANUFACTURERS
INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION.
8 ULTRASONIC CEILING MOUNT SENSORS SHALL BE LOCATED A MINIMUM OF SIX FEET FROM
HVAC SUPPLY/RETURN VENTS.
9 CONTRACTOR IS RESPONSIBLE FOR: OCCUPANCY SENSOR PROPER SENSITIVITY & TIME
DELAY SETTINGS (FOR NON-ADAPTIVE PRODUCTS) RECOMMENDED PLACEMENT, AND
FIELD VERIFICATION OF CIRCUITS WITHIN RESPECT TO POWER PLACEMENT.
10 OCCUPANCY SENSORS MOUNTED OVER THE DOOR MUST BE PLACED ONE FOOT INSIDE
THE THRESHOLD.
11 FOR LIGHTING IN MECHANICAL ROOMS AND BACK OF HOUSE AREAS PROVIDE LIGHTING
GENERALLY AS SHOWN. LIGHTING SHALL BE SHIFTED AS REQUIRED AT MECHANICAL
EQUIPMENT THAT REQUIRES SPACE FOR FILTERS, ETC. MOUNT LIGHTING AT 9'-0"
MAXIMUM UNLESS DUCTWORK AND PIPING CAN'T BE AVOIDED WHERE A FIXTURE IS
NEEDED. IN THIS INSTANCE, RAISE OR LOWER THE FIXTURE AS REQUIRED. (NOT LESS
THAN 7'-6"). LIGHTING IN THE MECHANICAL ROOM SHALL BE SUSPENDED BY CHAIN. ALLOW
(3') OF SLACK CHAIN AND FEEDER AT EACH FIXTURE TO PERMIT FUTURE ADJUSTMENT. DO
NOT SUPPORT LIGHT FIXTURES FROM DUCT OR PIPING. PROVIDE UNISTRUT BELOW
DUCTS WHERE FIXTURE LOCATIONS COINCIDE WITH DUCT RUNS. PROVIDE THREADED
RODS FROM STRUCTURAL MEMBERS TO SUPPORT UNISTRUT.
V
K
D
H
S
S
E
E
E D1ae3
g
E kE
mP3
S1
a
P3
D2
M
H
S2
b
S2
a
K
a
D2MK
b
K
3gh
PE
PE
KnT
D2
M PET5
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1 V1
V1
V1 V1 V1
V1 V1
V1V1V1
V1
V1V1V1
V1
V2
V1 V1 V1
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
29
28 27 26 25 24 22
A
D
D.9
H
J
- K
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
26.527.127.3 25.7 25.3
24.5
401
ROOFTOP READING
ROOM
405
EXTERIOR TERRACE
403
CATERING PREP
402
MECHANICAL ROOM
ST402
STAIR 2
ST401
STAIR 1
EL403
ELEVATOR 3
EL402
ELEVATOR 2
X1
X2
X3
X3
X2
X1
X1
X1
V1
V1
TA3
TA6
TZTA6 TZ
TZ TZ
TZ TZ
TZ TZ
TZ TZ
TA3
TA6
TA6
TA6
TA6
TA6
TA6
TA6
TA6 TA6
TA6 TA6
TA6 TA6 TA6
TA6
TA6
TA6
TA6
TA6
TA6
TA6
TA6
TA
TA
TA6
TA6
TA6
TA6
TA6 TA6
TA6
TA6
TQ1
TQ1
TQ1
TQ1TQ1
TQ1
TQ2
TQ2TQ2
TA6
TQ2
TQ2
TA6
TA6
TQ1
TA
TA5
TA5TA5TA5TA5TA5TA5TA5TA5TA5
TK TM.8
TM.6
TM.8
TQ1
TQ1
TA6
TA6
TA6
TA6
TQ2 TQ2
TQ2
TA6 TA6 TA6 TA6
TQ2
TK
401A
FIRE ALARM
402C
ELEC
402B
TELECOM
TX1.12TX1.12
TK
E221
2
m
k
g
e
h
X3
V1
h g h g
ghgg
h
g
g
ghgg
g h g
h
g
g
g
h
g
h
b b
b b
b
b
a
a
a a
aa
a
h
g
401B
AV CLOSET
V2n
1
E211
2
E211
TM1.12
z408E
z408z408Ez408z408z408Ez408z408Ez408z408E
z410a z410a z410a z410b
z410b
X4
X4
z406
z406
z406
z406
z406z406
z406
z406
z406
z408E
z408E z408E
z408E
z408E
z408E
z403
z402
z403
z401E z401 z401z401E
z410z410E
z410
z410E
z410
z410z410z410z410
z410
z410
z410z405
z405 z410E
z405z404E
z404
z410 z405
z410 z405
z405 z405z410E
z410
z404
z404
z404 z405 z405 z410E
z410
z410z409Ez409E
z404
z410
z410z405
z410E
z404
aa
V5V5
E441
L441
E441-7
7
7
7
7
7
7
7
77 7
9 11 9 11 9 11 11 9 11
5 5 5 9
11 11
11
11 11
9
11
911
11
511119
11
13 11
13
11
13
5 11 11 11
9
11
11
11
9 9 9
5
1111119
5 11 11 9 5
555
11 11
5
5
5 11 11 9
5
5 5
9 5
5 9 9 5
9 5
5
9
1
10
10
10
11
10 10 11 10 10 11
10 10
10
1011
1011
11
8 8
8
10
10
10
11 10 11 10
10 11 10 10
11
10
10
11
13
139
1113
13
13 13
13
1313
13
13
L441-10
9 5
11
11
L441-8
L441-5
L441-13
E441-11
11
E441-9
V4
a
TA5
z408
11
1
1
1
LCP-4B
LCP-4A
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 10:47:59 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E204
ELECTRICAL LIGHTING
LEVEL 4 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1/8" = 1'-0"1 ELECTRICAL LIGHTING LEVEL 4 PLAN
ELECTRICAL LIGHTING NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E600 DRAWING SERIES.
2 FOR LIGHTING FIXTURE SCHEDULE REFER TO DRAWING E721.
3 FOR EXACT LOCATIONS, QUANTITIES AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES
REFER TO ARCHITECT'S REFLECTED CEILING PLANS AND ELEVATIONS.
4 PROVIDE METAL BARRIERS IN ALL MULTI-GANG SWITCH LOCATIONS.
5 ALL EXIT SIGNS SHALL BE CONNECTED TO A CONSTANT, UNSWITCHED SOURCE ON THE
EMERGENCY BRANCH.
6 CIRCUIT NUMBERS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT NUMBERS SHALL BE
DETERMINED IN THE FIELD.
7 ALL OCCUPANCY SENSOR LOCATIONS ARE APPROXIMATE, REFER TO MANUFACTURERS
INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION.
8 ULTRASONIC CEILING MOUNT SENSORS SHALL BE LOCATED A MINIMUM OF SIX FEET FROM
HVAC SUPPLY/RETURN VENTS.
9 CONTRACTOR IS RESPONSIBLE FOR: OCCUPANCY SENSOR PROPER SENSITIVITY & TIME
DELAY SETTINGS (FOR NON-ADAPTIVE PRODUCTS) RECOMMENDED PLACEMENT, AND
FIELD VERIFICATION OF CIRCUITS WITHIN RESPECT TO POWER PLACEMENT.
10 OCCUPANCY SENSORS MOUNTED OVER THE DOOR MUST BE PLACED ONE FOOT INSIDE
THE THRESHOLD.
11 FOR LIGHTING IN MECHANICAL ROOMS AND BACK OF HOUSE AREAS PROVIDE LIGHTING
GENERALLY AS SHOWN. LIGHTING SHALL BE SHIFTED AS REQUIRED AT MECHANICAL
EQUIPMENT THAT REQUIRES SPACE FOR FILTERS, ETC. MOUNT LIGHTING AT 9'-0"
MAXIMUM UNLESS DUCTWORK AND PIPING CAN'T BE AVOIDED WHERE A FIXTURE IS
NEEDED. IN THIS INSTANCE, RAISE OR LOWER THE FIXTURE AS REQUIRED. (NOT LESS
THAN 7'-6"). LIGHTING IN THE MECHANICAL ROOM SHALL BE SUSPENDED BY CHAIN. ALLOW
(3') OF SLACK CHAIN AND FEEDER AT EACH FIXTURE TO PERMIT FUTURE ADJUSTMENT. DO
NOT SUPPORT LIGHT FIXTURES FROM DUCT OR PIPING. PROVIDE UNISTRUT BELOW
DUCTS WHERE FIXTURE LOCATIONS COINCIDE WITH DUCT RUNS. PROVIDE THREADED
RODS FROM STRUCTURAL MEMBERS TO SUPPORT UNISTRUT.
LEVEL 1
192' - 2"
LEVEL 3
214' - 2"
LEVEL 2
203' - 2"
LEVEL G
175' - 11"
Existing Level 1
192' - 2"
Existing Level B
175' - 11"
LEVEL 4
228' - 3"
F.3E.5E FE.7
V4
V4
V4
V4
V4
V4
V4
V4
V4
V4
V4
L441- 1
L441- 1
L441- 1
L441- 1
L441- 1
E441- 1
E441- 1
E441- 1
E441- 1
E441- 1
E441- 1
E
E
E
E
E
E
E441- 1
L441- 1
E441- 1
L441- 1
E441- 1
L441- 1
E441- 1
L441- 1
E441- 1
L441- 1
L441- 1
E
E
E
E
E
1
LEVEL 1
192' - 2"
LEVEL 3
214' - 2"
LEVEL 2
203' - 2"
LEVEL G
175' - 11"
Existing Level 1
192' - 2"
Existing Level B
175' - 11"
LEVEL 4
228' - 3"
16 1515.8 15.7
V4
V4
V4
V4
V4
V4
V4
V4
V4
V4
V4
V4
E441- 3
E441- 3
E441- 3
E441- 3
E441- 3
E441- 3
L441- 3
L441- 3
L441- 3
L441- 3
L441- 3
L441- 3
E
E
E
E
E
E
E441- 3
E441- 3
E441- 3
L441- 3
L441- 3
L441- 3
L441- 3
E441- 3
E441- 3
L441- 3
L441- 3
E441- 3
E
E
E
E
E
E
1
LEVEL 1
192' - 2"
SOUTH ENTRY
177' - 6"
Existing Level 1
192' - 2"
LEVEL LL
160' - 0"
D.9 F.3 HEXKE.5 GD.8 E FE.7E.3 G.6D.7 E.1 F.9
V4 V4
E4L1- 8
L4L1- 1
E
L4L1- 1
E4L1- 8
E 1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/4" = 1'-0"4/5/2018 10:48:10 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E211
ELECTRICAL LIGHTING
SECTIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1/4" = 1'-0"1 STAIR 1 LIGHTING SECTION
ELECTRICAL LIGHTING NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E600 DRAWING SERIES.
2 FOR LIGHTING FIXTURE SCHEDULE REFER TO DRAWING E721.
3 FOR EXACT LOCATIONS, QUANTITIES AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES
REFER TO ARCHITECT'S REFLECTED CEILING PLANS AND ELEVATIONS.
4 PROVIDE METAL BARRIERS IN ALL MULTI-GANG SWITCH LOCATIONS.
5 ALL EXIT SIGNS SHALL BE CONNECTED TO A CONSTANT, UNSWITCHED SOURCE ON THE
EMERGENCY BRANCH.
6 CIRCUIT NUMBERS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT NUMBERS SHALL BE
DETERMINED IN THE FIELD.
7 ALL OCCUPANCY SENSOR LOCATIONS ARE APPROXIMATE, REFER TO MANUFACTURERS
INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION.
8 ULTRASONIC CEILING MOUNT SENSORS SHALL BE LOCATED A MINIMUM OF SIX FEET FROM
HVAC SUPPLY/RETURN VENTS.
9 CONTRACTOR IS RESPONSIBLE FOR: OCCUPANCY SENSOR PROPER SENSITIVITY & TIME
DELAY SETTINGS (FOR NON-ADAPTIVE PRODUCTS) RECOMMENDED PLACEMENT, AND
FIELD VERIFICATION OF CIRCUITS WITHIN RESPECT TO POWER PLACEMENT.
10 OCCUPANCY SENSORS MOUNTED OVER THE DOOR MUST BE PLACED ONE FOOT INSIDE
THE THRESHOLD.
11 FOR LIGHTING IN MECHANICAL ROOMS AND BACK OF HOUSE AREAS PROVIDE LIGHTING
GENERALLY AS SHOWN. LIGHTING SHALL BE SHIFTED AS REQUIRED AT MECHANICAL
EQUIPMENT THAT REQUIRES SPACE FOR FILTERS, ETC. MOUNT LIGHTING AT 9'-0"
MAXIMUM UNLESS DUCTWORK AND PIPING CAN'T BE AVOIDED WHERE A FIXTURE IS
NEEDED. IN THIS INSTANCE, RAISE OR LOWER THE FIXTURE AS REQUIRED. (NOT LESS
THAN 7'-6"). LIGHTING IN THE MECHANICAL ROOM SHALL BE SUSPENDED BY CHAIN. ALLOW
(3') OF SLACK CHAIN AND FEEDER AT EACH FIXTURE TO PERMIT FUTURE ADJUSTMENT. DO
NOT SUPPORT LIGHT FIXTURES FROM DUCT OR PIPING. PROVIDE UNISTRUT BELOW
DUCTS WHERE FIXTURE LOCATIONS COINCIDE WITH DUCT RUNS. PROVIDE THREADED
RODS FROM STRUCTURAL MEMBERS TO SUPPORT UNISTRUT.
1/4" = 1'-0"2 STAIR 2 LIGHTING SECTION
1/4" = 1'-0"3 STAIR 4 LIGHTING SECTION
OQOQ
G
K
R
S1
a
S2
S2
S1
a,b
S1
c,d
S1
a,b
S1
c,d
S2
B
D2a,bD2c,dD2a,bD2c,dS1
c,d D2c,dQdO
C
T
a TD1cD1
a D1bD1
a
D1
b
D1
a
O
O O O O
S1
a
S1
b
S1
aS1
b
G
S1
c PDPRPD PD
PR
PD PD
PR
PD
PR
PD
PR
PD
PR
PD
PR
PDPRPD
O D1bD1aPDO
PD
S1
b
S1
a
S1
d
S1
a aS1
S1
P3
P3D2MD2M
P3
23 21 20 19 18 17 16 15 1422
A
C
B
17.8
15.8 13.920.521.2 19.2 15.717.5
009B
COLLAB ROOM
009G
OFFICE
009
STAFF WORKROOM
009D
COLLAB ROOM
009C
OFFICE
009A
OFFICE
010
OPEN COLLAB
010A
COLLAB ROOM
X1
X1
X2
TA6
TA
TA
TA3 TA3
TA3TA3
TA3 TA3
TA3TA3
TA3 TA3
TA3TA3
TA3 TA3
TA3TA3
TA TA
TATA
TM.9TM.9 TM.9 TM.9 TM.7
TA3 TA3
TA3 TA3
TA3 TA3
TA3 TA3
TA3 TA3
TA3 TA3
TA3 TA3
TA3 TA3
TA3 TA3 TA3 TA3
TA3 TA3TA3 TA3 TA3 TA3
TA
TA TA
TA
TA
TA TA
TA
TA TA TA
TA
TA TA TA
TA TA TA
TQ
TQ
TQ
TQ
TQTQ
TQ
TA6 TA6
TA6 TA6
TX1.12
TA6
TA3TA3TA3
TA3
TA3
TA3
TA3
TA3 TA3
TG.10
TA3 TA3 TA3 TA3 TA3
TG.10
TA3 TA3
TG.10 TG.10
TA3 TA3
TA3 TA3 TA3
TA3 TA3
TA3 TA3TA3
011B
AV CL.
V2
011
TLR CLASSROOM
009L
OFFICE
009K
OFFICE
009J
OFFICE
009H
OFFICE
009F
STORAGE
009E
OFFICE
TA3
011A
CLOSET
V1
TA3
TA3
TA3
TA3
TX1.10
TX1.10 TX1.11
TX1.10
TAF TAF
TAF TAF
TAF TAF
TAF TAF
010V
WEST VESTIBULE
001
MAIN HALL
a abbb aaaabb
aa
a a
a a
dd
d d
cc
c c
cc
a
a a
a
b
c
c c
c a
a a
a c
c c
c
dbd
TA
b
TA
b
TA
a
TA
a
X1
X1
a
d
cc
c c
TA3
z056E z056 z056 z061
z061
z060
z057
z057z056z056z056
z058
z058
z059
z059
z060
z030
z030z030
z030
z029 z029 z029
z029Ez029z029E
z029
z031E
z031
z031
z031
z031E
z031z029z029E
z029z029
z029
z029E
z027z027E
z027Ez027
z026z026z026E
z026 z026E z029
z028
z021E z028
z021E
z026z026z026
z025
z025
z026z026Ez026z026E
z025
z026z026z026
z025
z026z026E z026 z026 z026
z021E
z021
z021E
z064z064z064
z031
z065E
010B
PHONE
001E
PHONE
E411- 15
15
15
15
15
22 22
2222
2222
L4G1-22
22 22
2222
2222
22 22
2222
22 22
22
22 22
22 22
22 22 22
2222
2222
22 22
22 22
22 22
2222
E411-11
11
11
11
11 11 11
11
11
11
11
11
11
11
11
11
1111
22 22
2222
22
22
22
22
22
22
29
29
L4G1-29
29 29
29
29 29 29
29 29
29
29 29 29 29 29
29
29
29
29
2222 22 22 22 22 22 22 22
29
29
29
29
29 29
29
29
29 29
29
292929
29
29
29
29
29
2929
29
29 29
11 29
29
29 29
29
29
29
29
29
11
292929
29
29
29
29
29
29
22 TM.7 d22
1
1
1
18 17
D.9
D.8
E
F
E.7
E.3
17.8 17.5
TT
TT
TT
TT
TT
TT
TT
TT
TAD
TADTT
TT
TT
TT
TTTT
TT
TTTT TT
TT
TAD TAD
TAD
TAD TAD
TAD
TAD
TAD
TAD
TAD
TAD
TADTT
TT
z407
z407E
z407
z407E
z411
z411z407
z412z411
z412
z412
z412
z411
z411
z411
z412
z412
z411
z411z407
z407E
z407
z407E
z407
z407E
z407
z407E z407
z407E
z407E
z407E
z407
z407E
z407
z407E
L441- 5
9
E441- 9
5
9
5
9
5
5
55
5
5
5
5
5
5
55
5
5
5
59
5
9
5
9
5
9
5
9
9
9
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/4" = 1'-0"4/5/2018 10:48:24 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E221
ELECTRICAL LIGHTING
PART PLAN SHEET 1
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/4" = 1'-0"1 LIGHTING LEVEL G PART PLAN AREA A
ELECTRICAL LIGHTING NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E600 DRAWING SERIES.
2 FOR LIGHTING FIXTURE SCHEDULE REFER TO DRAWING E721.
3 FOR EXACT LOCATIONS, QUANTITIES AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES
REFER TO ARCHITECT'S REFLECTED CEILING PLANS AND ELEVATIONS.
4 PROVIDE METAL BARRIERS IN ALL MULTI-GANG SWITCH LOCATIONS.
5 ALL EXIT SIGNS SHALL BE CONNECTED TO A CONSTANT, UNSWITCHED SOURCE ON THE
EMERGENCY BRANCH.
6 CIRCUIT NUMBERS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT NUMBERS SHALL BE
DETERMINED IN THE FIELD.
7 ALL OCCUPANCY SENSOR LOCATIONS ARE APPROXIMATE, REFER TO MANUFACTURERS
INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION.
8 ULTRASONIC CEILING MOUNT SENSORS SHALL BE LOCATED A MINIMUM OF SIX FEET FROM
HVAC SUPPLY/RETURN VENTS.
9 CONTRACTOR IS RESPONSIBLE FOR: OCCUPANCY SENSOR PROPER SENSITIVITY & TIME
DELAY SETTINGS (FOR NON-ADAPTIVE PRODUCTS) RECOMMENDED PLACEMENT, AND
FIELD VERIFICATION OF CIRCUITS WITHIN RESPECT TO POWER PLACEMENT.
10 OCCUPANCY SENSORS MOUNTED OVER THE DOOR MUST BE PLACED ONE FOOT INSIDE
THE THRESHOLD.
11 FOR LIGHTING IN MECHANICAL ROOMS AND BACK OF HOUSE AREAS PROVIDE LIGHTING
GENERALLY AS SHOWN. LIGHTING SHALL BE SHIFTED AS REQUIRED AT MECHANICAL
EQUIPMENT THAT REQUIRES SPACE FOR FILTERS, ETC. MOUNT LIGHTING AT 9'-0"
MAXIMUM UNLESS DUCTWORK AND PIPING CAN'T BE AVOIDED WHERE A FIXTURE IS
NEEDED. IN THIS INSTANCE, RAISE OR LOWER THE FIXTURE AS REQUIRED. (NOT LESS
THAN 7'-6"). LIGHTING IN THE MECHANICAL ROOM SHALL BE SUSPENDED BY CHAIN. ALLOW
(3') OF SLACK CHAIN AND FEEDER AT EACH FIXTURE TO PERMIT FUTURE ADJUSTMENT. DO
NOT SUPPORT LIGHT FIXTURES FROM DUCT OR PIPING. PROVIDE UNISTRUT BELOW
DUCTS WHERE FIXTURE LOCATIONS COINCIDE WITH DUCT RUNS. PROVIDE THREADED
RODS FROM STRUCTURAL MEMBERS TO SUPPORT UNISTRUT.
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1/4" = 1'-0"2 LIGHTING LEVEL 4 PART PLAN
L L
OQQ
O
O
O
S2
KbJ
D5
a
S1
a
P3
B
S1
c
O
S1
a D1aS1
a,bD2a,bD1eS2
e
R
S1
a,b
S1
c,d D2a,bD2c,dR KdO
O
O D2c,dD1bD1
a
D1
b
D1
c
D1
b
D1
a
S1
a
S1
b
S1
b
S1
a
Q
S1
c,d
L
KaS3cS3 g
T
D5
a
I
N
PDPRS1
b
S2
a
S2
b
S2
dD1a
D1bO
OPDPRPD
PR
PDPRPDPRPDPRPD PD
PDPDPDPRPD
PE
PD
PR
PD
PEPEPES1
a
S1
b
S1
a
PED2MD2
M
R
I
E E
m hS1S1D2
C
K
P3
P3
S1
S1S2
e
O D5a,bO D2a,bD2e,fBD2c,dD2c,dD2a,bO
O
E
G S3gT S3g
n
S2
f
S1
a,b
S1
c,d
S1
a,b
S1
c,d
G
m
S1
m
PDPRPDPRPDPRPDPRPDPES3n T
S1
D2M23 21 20 19 18 17 16 15 1422
A
C
B
17.8
15.8 13.920.521.2 19.2 15.717.5
108D
OFFICE
107
LIBRARY
ADMINISTRATION
107D
OFFICE
108A
GROUP STUDY
108J
GROUP STUDY
108
NC HUB - TLR AND
ACADEMIC SUCCESS
108F
SEMINAR ROOM
108H
ASSISTIVE TECH
T101
W/GN TOILET ROOM
T102
M/GN TOILET ROOM
T103
M/GN TOILET ROOM
107C
OFFICE - DEAN OF
LIBRARIES
108B
GROUP STUDY
109A
JANITOR
X1
X1
108E
OFFICE
108G
STORAGE/AV
TA6TA6
TA6
TA6 TA6
TA
TA
TA6
TA
TQ
TA
TA
TA6
TQ
TATATA
TA3TA3TA3TA3
TA3TA3TA3TA3
TA3TA3TA3TA3
TA3
TA3TA3
TA3TA3
TA3
TATA
TA3
TA
TA
TA3
TA
TA3 TA3
TA3
TA3
TA3 TA3
TA3 TA3
TA3 TA3
TA3
TA3
TA3
TA3
TA3TA3
TA3TA3
TA3
TA3
TA3TA3
TA3TA3
TA3
TA
TA3 TA3
TA3
TA3
TA3
TA3
TA3
TA3
TA3
TA3
TA3
TA3
TA3
TA3
TQ
TA6 TA6 TA
TM.9 TM.7 TM.7
TA3
TA3
TA3
TA3
TM.8
TA3
TA3
TA3
TA3
TA3
TA3
TM.7 TM.8
107B
OFFICE
107A
OFFICE
108C
SHARED OFFICE
DOUBLE HEIGHT AREA.
FOR LIGHTING IN THIS AREA
REFER TO SECOND FLOOR PLAN.
V1
V1
TA6
TATA
101
MAIN HALL
g
a
bd
ca
a a
a a
a
bd
cc
c c
a
a
b
b
bd
cc
c c a a a
aaa
b
bb
b
aa
a a
aa
a a
b b
bb
a a a
aaa
a a a
c c c
ccc
bbb
b b b
e
e
ee
e
e
e
e
e
108K
PHONE
101E
PHONE
1
E411- 1
8 8 8
8 8 8
8 8 8
8 8 8
8 8
8
8
8 8 8
8
8
8 8 8 8
8
8
8
8 8
8 8
22
8
8 8
8
8
8 8
8 8
8
8
8
8 8
8 8
8 8
8
8
10 1 22
22 10
10 10
L411- 10
22 8
8
8
8
8 8
8 8
8 24
22
22
8
22 8
8
8
10 22
8
22
8 8
8
24
10
10
22
24
8
8888
8
L411-8
8 8
8 8 8
8 8 8
8
8
8
8
a
8
aaa
aaaa
aaaa
TK d
8
TK b
8
TK a8
8
z140Ez140
z140E z140
z140Ez140
z140 z140
z131E
z143
z143
z143Ez143z143E
1
1
23 21 20 19 18 17 16 15 1422
H
J
- K
G
17.8
15.8 13.920.521.2 19.2 15.717.5
G.6
K.1
K
F.9
V1
V1
V1
V2
100V
EAST VESTIBULE
100
EAST ENTRY
103
CONWAY CENTER
101A
TELECOM
101B
ELEC.
103A
CONWAY - SHARED
OFFICE
103C
CONWAY - OFFICE
103E
CONWAY - OFFICE
X1
X1
X1
X1
102A
AV CL.
TG.10 TG.5
TA TATA
TAD
TA
TA
TA
TATA
TA
TA TA
TATA
TA
TA
TATATA
TATATA
TA
TA
TA
TA6
TA TA
TA TA
TAD
TA TA
TAD
TA TA
TA TA
TA TATA
TAD
TA TA
TA TA
TAD
TA TA
TAD
TA TA
TA TA
TA TATA
TAD
TA TA
TA TA
TAD
TA TA
TAD
TA TA
TA TA
TAE
TA
TAE
TA
TA TA
TA TA
TADTAD
TADTAD
TM.8
TATA
TM.8
TM.8
TATA
TM.8
TA
TATA
TADTAD
TATA TA TA
TATA TA TA
TATA TA TA
TA6
TAE
TA TA
TA TA
103B
CONWAY - OFFICE
103F
CONWAY - OFFICE
TA6
TP.8 TP.8 TP.6 TP.6 TP.6 TP.6
TA TATATATATA
TA TATATATATA
TA TA TA TA
TA TA TA TA
TA
TA
103D
STOR
V2
102B
STOR
103G
AV CL.
102
BROWSING ROOM
CLASSROOM
101F
FIRE ALARMV1
c caa
b d
f
f
c c
d b
a a
e e e e
eeee
g
m
n
n
g
h
V1
m
V1
mV2
n
UPS
X1 1
E411- 1
1
1
11
11
11
11 11
11
11
11
11 11
11
11 11
11 11
E411- 24
11
11
11 11 24 11
11 24 11 24
26
7
26
7
E411- 26
7
7
7 26
7 7
7
7 7
7 7 7
7 7
7 7 7 7
7
7
7
7 7
7 26 7
7 26 7
77
7 7 7
7
26
7 26
7
26
7
7
26
1
7
7
7 26
26 7
11 11
9
9 9
9 9 9
26 9
9 9 9
9 9
9
26 9
9 9
9
26 9 26 9
9
9 9
26 9
9
9 9
9 9 9
26 9
9 9 9
9 9
9
9 9
9 9 9
26 9
9 9 9
9 9
9
26 9
9 9
9
26 9
11 11
11
L411-9
L411-7
L411
E411
7 7
z164z163
z165z165 z165z165z165z165
z168 z168 z168z169z171 z171z169z166z166
z174z174Ez174
z170 z172 z172 z172z170
z174E
z170
z174 z174
z167
z174
z174
z167
z174E
z167
z174
z173
z174E z174 z174E
z173
z174 z174E z174
z174
z173
z174z174E
z174z174
z173
z174
z174E z174z174z174E
z174 z174
z173
z173
z174 z174
z126Ez126
z126E
z127
z126
z126
z126
z124Ez124
z124E z124
z124Ez124
z123E z123
26
z157z156
z122E
z158 z158 z158 z158
z160 z160 z160 z160
z157 z157
z159 z159
z156z156Ez156z156
z161
z162z162
z162E z162 z162
z161
z162
z162z162E
z162z162E
z161
z162
z161
z162
z162E z162 z162 z162
z162E
z162E
z162
z16226
V1
m
11
1
L411-11
LCP-1A
LCP-1B
LCP-1C
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/4" = 1'-0"4/5/2018 10:48:40 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E222
ELECTRICAL LIGHTING
PART PLAN SHEET 2
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/4" = 1'-0"1 LIGHTING LEVEL 1 PART PLAN AREA A
1/4" = 1'-0"2 LIGHTING LEVEL 1 PART PLAN AREA B
ELECTRICAL LIGHTING NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E600 DRAWING SERIES.
2 FOR LIGHTING FIXTURE SCHEDULE REFER TO DRAWING E721.
3 FOR EXACT LOCATIONS, QUANTITIES AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES
REFER TO ARCHITECT'S REFLECTED CEILING PLANS AND ELEVATIONS.
4 PROVIDE METAL BARRIERS IN ALL MULTI-GANG SWITCH LOCATIONS.
5 ALL EXIT SIGNS SHALL BE CONNECTED TO A CONSTANT, UNSWITCHED SOURCE ON THE
EMERGENCY BRANCH.
6 CIRCUIT NUMBERS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT NUMBERS SHALL BE
DETERMINED IN THE FIELD.
7 ALL OCCUPANCY SENSOR LOCATIONS ARE APPROXIMATE, REFER TO MANUFACTURERS
INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION.
8 ULTRASONIC CEILING MOUNT SENSORS SHALL BE LOCATED A MINIMUM OF SIX FEET FROM
HVAC SUPPLY/RETURN VENTS.
9 CONTRACTOR IS RESPONSIBLE FOR: OCCUPANCY SENSOR PROPER SENSITIVITY & TIME
DELAY SETTINGS (FOR NON-ADAPTIVE PRODUCTS) RECOMMENDED PLACEMENT, AND
FIELD VERIFICATION OF CIRCUITS WITHIN RESPECT TO POWER PLACEMENT.
10 OCCUPANCY SENSORS MOUNTED OVER THE DOOR MUST BE PLACED ONE FOOT INSIDE
THE THRESHOLD.
11 FOR LIGHTING IN MECHANICAL ROOMS AND BACK OF HOUSE AREAS PROVIDE LIGHTING
GENERALLY AS SHOWN. LIGHTING SHALL BE SHIFTED AS REQUIRED AT MECHANICAL
EQUIPMENT THAT REQUIRES SPACE FOR FILTERS, ETC. MOUNT LIGHTING AT 9'-0"
MAXIMUM UNLESS DUCTWORK AND PIPING CAN'T BE AVOIDED WHERE A FIXTURE IS
NEEDED. IN THIS INSTANCE, RAISE OR LOWER THE FIXTURE AS REQUIRED. (NOT LESS
THAN 7'-6"). LIGHTING IN THE MECHANICAL ROOM SHALL BE SUSPENDED BY CHAIN. ALLOW
(3') OF SLACK CHAIN AND FEEDER AT EACH FIXTURE TO PERMIT FUTURE ADJUSTMENT. DO
NOT SUPPORT LIGHT FIXTURES FROM DUCT OR PIPING. PROVIDE UNISTRUT BELOW
DUCTS WHERE FIXTURE LOCATIONS COINCIDE WITH DUCT RUNS. PROVIDE THREADED
RODS FROM STRUCTURAL MEMBERS TO SUPPORT UNISTRUT.
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
H L
G
O
O
O
Q
B
a
D2
a,b
KdKcS2
d
S1
a,b
S1
c,dD2a,bP3
P3
S2S2S2
D2e,fS1
e,f
DD1a
S2
S1
b
P3
ND1b
I
D1cD2c,dS1
a
S1
S1
c
S2
c
D2
M
S1
aPDPRPDPRO
PD
PE
PEPEOPDPD PD
PR
PDEE
C
I
I
K
b cS2
P3
D2
M
D2
P3
S1
S2
a
E
T
S1
S2 S2 dE
23 21 20 19 18 17 16 15 1422
A
C
B
17.8 15.8 13.920.521.2 19.2 15.717.5
309F
STAFF ROOM
T301
WOMEN
T302
MEN/GN
309E
OFFICE - D&A
309C
INTER LIBRARY
LOAN
309A
MEETING ROOM 309H
OFFICE - D&A
309D
OFFICE - D&A
309G
STORAGE
X1
X1
309
DISCOVERY &
ACCESS
TA3 TA3
TA6 TA6
TA6 TA6
TA3
TA6 TA6
TA3
TA3 TA3 TA3TA3 TA3 TA3TA3 TA3 TA3TA3
TA3 TA3TA3 TA3
TA3 TA3TA3 TA3
TA3TA3 TA3 TA3TA3 TA3 TA3TA3
TA3TA3 TA3 TA3TA3 TA3 TA3TA3
TA3TA3 TA3 TA3TA3 TA3 TA3TA3 TA3TA3TA3TA3TA3 TA3 TA3TA3
TA3TA3TA3
TA3TA3TA3 TA3
TA3
TA3
TA3
TA3
TA3
TA3TA3
TA3
TA3
TA3
TQ TQ TQ
TQ
TQ
TA
TA
TATA
TA6
TM.6
TKTKTK
TM.8
TM.10
TM.7
TA3TA3TA3
TA3TA3TA3
TA3TA3TA3
TA3
TA3 TA3
TA3
TX.12
TA3 TA3 TA3TA3
TA3 TA3 TA3TA3
TX1.8
TX1.8
TX1.5 TX1.5
TX1.8
TX1.8
TX1.5
TX1.5
TX1.8
TX1.8
TX1.5
TX1.5
TA3TA3
TA3TA3
TA3
TA3TA3
TA3
TA6
TM.9 TM.8
309J
PHONE (ADA)
TX1.8
TX1.10
TM.10
301D
PHONE
b b
bb
a a
aa
a a a a a
aaa
b
a a a a
aaa
d c
c
c
cd
ddd
a
ac
cc
c
d
c
c
aa
a a
b
TA
TA
eeee
e e e e
f
z334a
12
z334b
12
z334b
12
z334b
12
z334b
12
z334a
12
z334a
12
z334b
12
z334b
12
z334
12
z334b
12
z334b
12
z334
12
z334
12
z334b
12
z334b
12
z334
12
z334b
12
z334b
12
z334
12
z334
12
z334
12
z334
12
z334
12
z334
12
z334
12
z334
12
z334
12
z33412
z334
12
z334
12
z334a
12
z334a
12
z334a
12
z334a
12
z334a
12
z334a
12
z334a
12
z334a
12
z340
12
z340
12
z340
12
z340
12
z340
12
z340
12
z340E
z340E
z339 z339 z339 z339 z339 z339
z338
12 12 12 12 12 12
1
1 1
1
1 1
1 1
z334aE z334aE
z334aEz334aEz334aEz334aE z334E
z334E
z334E
z334E
z330E
z330E
z334
12
z330
12
z330
12
z330
12
z330
12
z330
12
z331
12
z331E
1 1
1 1
1
1
1
1
1
11 1
z330
12
1
11
1 1 1 1
1
1 1 1 1
1
12
z334
z334aE
z334b
12
1
1111
1 1 1 1
12
L431-1
L431-12
z330E
z330
12
1
1
1
1
1
1
5
5
13 13 13 13 13
13
13
E441- 2
2
13
2
2
2 2
13
13131313
13
E441- 13
13
d
1
1
23 21 20 19 18 17 16 15 1422
H
J
- K
G
17.8 15.8 13.920.521.2 19.2 15.717.5
G.6
V1 V1
V1
V2
303
SPECIAL
COLLECTIONS
CLASSROOM
302
COLLOCOTT
READING RM
301A
TELECOM
301B
ELEC
X1
TA TA TA TA TA TA TA
TA TA TA TA TA TA TA TA TA
TA6TA6
TX1.8 TX1.8 TX1.8 TX1.8 TX1.8 TX1.8 TX1.8 TX1.8 TX1.8 TX1.8
TA3TA3TA3
TA3 TA3 TA3 TA3
TA3TA3
TA3TA3TA3TA3TA3
TA3 TA3 TA3 TA3
TS TS TS TS
TS TSTSTS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS TS TS
TA3
TA3 TA3 TA3 TA3
TA3
TA3 TA3
TA3
TA3
TS
TSTS
TS
TS TS
TS
TS
TS
302
COLLOCOTT
READING RM
302
COLLOCOTT
READING RM
c
a a b
TA3
301G
FIRE ALARM333
L431-3
4
z363
L431-4
4
z363
4
z363
4
z324
4
z324
4
z324
4
z324
4
z324a
4
z324a
4
z324a
TA3 4
z324a
4
z324a
4
z324a
z324E z324E z324E
z363Ez363Ez363E
z366
4
z366
4
z324
4
z365
4
z365
4
z324
4
z364
4
z364
4
z324
4 z324
4
2
z322a
2
z322a
2
z322a
2
z322b
2
z322b
2
z322b
2
z322b
2
z322b
2
z322
2
z322
2
z322
2
z322
2
z322
2
z322
2
z322
2
z322
2
z322
2
z322a
2
z321
2
z321
2
z321
2
z321
2
z320
2
z321
2
z321
2
z321
2
z321
2
z321
2
z321
2
z321z321Ez321Ez321Ez321E
z320E
z321E
z322Ez322a
z322a z322
z322bz322bz322b
z322aEz322a
z322a
TS
22
2
222
2
2
z322a
z322aE
4 4 4 4 4 4 4 4 4 4
L431-2
z322aE z322aE z322aE
z322E z322E
z322Ez322E
3
4
z324
E441- 5
6 6 6 6
6
6
6
6
6
666
E441- 6 6
6 13
6
6 6 6
V2
d
3
V1
b
3
TA6 2
z320 1
1
L431
LCP-3A
LCP-3B
LCP-3C
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/4" = 1'-0"4/5/2018 10:48:56 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E223
ELECTRICAL LIGHTING
PART PLAN SHEET 3
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1/4" = 1'-0"1 LIGHTING LEVEL 3 PART PLAN AREA A
1/4" = 1'-0"2 LIGHTING LEVEL 3 PART PLAN AREA B
ELECTRICAL LIGHTING NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E600 DRAWING SERIES.
2 FOR LIGHTING FIXTURE SCHEDULE REFER TO DRAWING E721.
3 FOR EXACT LOCATIONS, QUANTITIES AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES
REFER TO ARCHITECT'S REFLECTED CEILING PLANS AND ELEVATIONS.
4 PROVIDE METAL BARRIERS IN ALL MULTI-GANG SWITCH LOCATIONS.
5 ALL EXIT SIGNS SHALL BE CONNECTED TO A CONSTANT, UNSWITCHED SOURCE ON THE
EMERGENCY BRANCH.
6 CIRCUIT NUMBERS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT NUMBERS SHALL BE
DETERMINED IN THE FIELD.
7 ALL OCCUPANCY SENSOR LOCATIONS ARE APPROXIMATE, REFER TO MANUFACTURERS
INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION.
8 ULTRASONIC CEILING MOUNT SENSORS SHALL BE LOCATED A MINIMUM OF SIX FEET FROM
HVAC SUPPLY/RETURN VENTS.
9 CONTRACTOR IS RESPONSIBLE FOR: OCCUPANCY SENSOR PROPER SENSITIVITY & TIME
DELAY SETTINGS (FOR NON-ADAPTIVE PRODUCTS) RECOMMENDED PLACEMENT, AND
FIELD VERIFICATION OF CIRCUITS WITHIN RESPECT TO POWER PLACEMENT.
10 OCCUPANCY SENSORS MOUNTED OVER THE DOOR MUST BE PLACED ONE FOOT INSIDE
THE THRESHOLD.
11 FOR LIGHTING IN MECHANICAL ROOMS AND BACK OF HOUSE AREAS PROVIDE LIGHTING
GENERALLY AS SHOWN. LIGHTING SHALL BE SHIFTED AS REQUIRED AT MECHANICAL
EQUIPMENT THAT REQUIRES SPACE FOR FILTERS, ETC. MOUNT LIGHTING AT 9'-0"
MAXIMUM UNLESS DUCTWORK AND PIPING CAN'T BE AVOIDED WHERE A FIXTURE IS
NEEDED. IN THIS INSTANCE, RAISE OR LOWER THE FIXTURE AS REQUIRED. (NOT LESS
THAN 7'-6"). LIGHTING IN THE MECHANICAL ROOM SHALL BE SUSPENDED BY CHAIN. ALLOW
(3') OF SLACK CHAIN AND FEEDER AT EACH FIXTURE TO PERMIT FUTURE ADJUSTMENT. DO
NOT SUPPORT LIGHT FIXTURES FROM DUCT OR PIPING. PROVIDE UNISTRUT BELOW
DUCTS WHERE FIXTURE LOCATIONS COINCIDE WITH DUCT RUNS. PROVIDE THREADED
RODS FROM STRUCTURAL MEMBERS TO SUPPORT UNISTRUT.
DN
DN
G
WPWPWPJ
USB
F2F2 F2
F2 F2
USBTVF2
F2
F2
F2USB
TVUSB USB USB USB USB
F2
F2
F2
F2
J DOGJEWCJDOJ
DO
J
DO
J
DO
G GJ J
FA
F2 F2
F2
P
7
P
9
P
8
B
2
J DO
J DO
J DO
J DO
P
10
B
1
B
3
J DOJDO
J DOJDO
J DH
J DH
F2
F2F2
F2
F2
USBF2
J DO
USB
TVTVTVF2F2 F2 F2
F2
F2 F2TV
TVTV TVTVF2
F2F2
F2F2
AV
AVAV AV
F2
F2
F2
F2
F2
F2
F2F2 F2 F2
AVAV
TVF2
F2
F2
F2
F2
F2
F1
F2
F2
F2
F2
J PS
J PS
FCU
2 FCU
2
FCU
1
FCU
1
FCU
1
J DH
J DH
F2
F2
F2
F2 F2
F3
SS
S
S
J
LK
J
LK
WP WPWP
USBUSBJEHDJEHDB
4 SCJ
TV
JJFSDJFSDJ
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
JFSDJFSDJ
FSD
F2
KSKSKSKS
KS
KS
KS
KS
TVTV
AV AV AV
J PJ
J PJ
USB USB
J PGJPG
J PG J PG
F2 F2
AV
AV
AVTVTVDP2G1
P2G1
DL4G1
L4G1
M4G1
P2G3
PRE-ACTION
SYSTEM
P2G4
BOTTLE FILLING
STATION
SELF CHECK
OUT MACHINE
PRE-ACTION
SYSTEM
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8282726252422
A
D
D.9
H
J
- K
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
26.527.127.3 25.7
D.7
E.1
25.3 24.5
007V
SOUTH ENTRY
VESTIBULE
011
TLR CLASSROOM
EL004
ELEVATOR 4 012
DIGITAL MEDIA HUB
003
SC SECURE STACKS
005
SC SECURE STACKS
001
MAIN HALL
009B
COLLAB ROOM
001A
TELECOM001B
ELEC
004
CENTRAL SERVICE
POINT SUPPORT
T001
WOMEN
012G
JANITOR
012E
COLLAB ROOM
012D
COMPUTER
CLASSROOM
012B
MEDIA PRODUCTION
STUDIO
001F
FA. CL
001C
PRE ACTION
010V
WEST VESTIBULE
005A
SC SECURE CORR.
EL001
ELEVATOR 1
EL003
ELEVATOR 3
012C
TELECOM
ST002
STAIR 2
ST001
STAIR 1
009G
OFFICE
009
STAFF WORKROOM
009D
COLLAB ROOM
009C
OFFICE
009A
OFFICE
010
OPEN COLLAB
012A
MEDIA PRODUCTION
STUDIO (SELF
SERVE)
012
DIGITAL MEDIA HUB
012H
ELEVATOR CONTROL
ROOM
007
SOUTH ENTRY
ST003
STAIR 3 (OCULUS)
001D
CENTRAL SERVICE
POINT
012F
COLLAB ROOM
002
BOILER ROOM
ST004
STAIR 4
EL002
ELEVATOR 2
010A
COLLAB ROOM
SELF-CHECKOUT
MACHINE
T002
MEN
009E
OFFICE
009F
STORAGE
009H
OFFICE
009J
OFFICE
009K
OFFICE
009L
OFFICE
011B
AV CL.
011A
CLOSET
T2G2
T2G1
SELF-CHECK
OUT MACHINE
DADA
DA
DA010B
PHONE
001E
PHONE
E322
1
E323
2
E322
2
7
1
11
11
3
3
5
5
5
5
5
2
2
P2G3-1,3,5 P2G3-2,4
9
9
9
9
7
11
7
11
P2G3-7,9,11
8
8
8 8
8
10
12
10 17 17
13
15
P2G3-8,10,12
14
14 14 19
19161616
18
18 18 19
21
P2G3-13,15
P2G3-14,16,18
23
212121
P2G3-19,21,23
20
20
50
22
P2G3-50
24 26
24 26
24 26
P2G3-24,26
25
P2G3-25,27,29
25
27
27
29
29
28
28
30 30 32 32
P2G3-28,30,32
1313
17
15
15
15 15
15
13
13
P2G4-13,15,17
8
8
88
8
10
10
10 10
10
P2G4-12,14,16
14
12
16
16
19 21
23
P2G4-19,21,23
19 21 23
23
21
19
P2G4-18,20,22
18
18 18 20 20 22 22
16
16
15
15
13
13 P2G1-13
14
14
14
16
161617
18
18
23
23
44
21
23
19
P2G1-17,19,21
2020
22
20
20
22
20
44
26
P2G1 -26 26
26
20
20
3834
36 3835
3531
33
P2G3-34,36,38P2G3-31,33,35
P2G1-14,16,18P2G1-23
P2G1-20,22,24
23
13
5 5 5
9
10
SSa,b
37
37
a,b
a,b
a,b
a,ba,b 37 37
37
P2G3-37
E323
3
003A
ELEVATOR CONTROL
P2G1 -25
P2G1 -25
P2G3 -40
ACF
4444
42 42
33
33 31
31
25
25
SLIDING DOORS
29
27
P2G4-27,29
6
E2L1-9
9
E2L1-7
7
P2G1-31,33
4
P2G3-42,44
P2G4-25
30
30
30
P2G4-30 FLOOD
STOP
P2G4-33
31
3542
P2G1-45
45
P2G1-42 P2G4-35
P2G4-31
44
44
44
13
P2G3-46
46
P2G3-48
48 48
VFD'S
P7
P8
P9
P10
001G
ELEC
P2G4-32
32
E300G1
4
P2G1-48
48
P2G1-46
46 46 46
46
49
49
47
P2G1-47,49
47
49
P2G3-6
17
24
FOR CONNECTION
TO KIOSK (TYPICAL)
37 37 39
39
46
46 44
44
42
42
42
38 38 40
P2G4-38,40
P2G4-37,39
P2G4-42,44,46
P2G4 -41,43
P2G4 -41,43
P2G1-50
50
15
13
SEE PART PLAN 2 ON THIS DRAWING
FOR PIPE GRID POWER LAYOUT IN
TLR CLASSROOM 011.
SEE PART PLAN 3 ON THIS DRAWING FOR
PIPE GRID POWER LAYOUT IN MEDIA
PRODUCTION STUDIO 012A & 012B.
P2G3-20,22
1
1
1
1
1
11
50 50
53
51
53
51
53
51
P2G1-51,53
FOR CONNECTION
TO KIOSK (TYPICAL)
47
4
E2L1-6
E2L1-4
P2G1-26
46
9
17 16 15 14
A
C
B
15.8 13.915.7
43 45 47 49
49474543
39 41
43 45 47 49
43 45 47 49
43 45 47 49
51 51 51 51
P2G3-43,45,47
P2G3-39,41
P2G3-49,51
011
TLR CLASSROOM
011A
CLOSET
13 12 11 10
F.3
H
J
G
13.6
G.6
34 34 34 34 36 36
36
012B
MEDIA PRODUCTION
STUDIOP2G4-34,36
012A
MEDIA PRODUCTION
STUDIO (SELF
SERVE)
28
26
P2G4-26,28
15 14
EXK
E.5
E
F
E.7
13.6
E.3
13.9
E.6
012D
COMPUTER
CLASSROOM
6
11
6
9
5
7 7
5
11
3 3 7 1 1
222944
P2G4-1,3,5P2G4-7,9,11
P2G4-2,4,6
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
As indicated
4/5/2018 10:49:12 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E300G1
ELECTRICAL POWER
LEVEL G SOUTH PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 ELECTRICAL POWER LEVEL G SOUTH PLAN
ELECTRICAL POWER NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E000 DRAWING SERIES.
2 FOR ELECTRICAL POWER ONE LINE & RISER DIAGRAMS, REFER TO THE E600 DRAWING
SERIES.
3 FOR EXACT MOUNTING HEIGHTS OF ALL DEVICES REFER TO ARCHITECTURAL PLANS AND
ELEVATIONS. MOUNT DEVICES IN A COMMON VERTICAL PLANE, AND PROVIDE MULTI-GANG
DEVICE PLATES WHEREVER POSSIBLE.
4 CIRCUIT NUMBERS SHOWN ON DRAWINGS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT
CIRCUIT NUMBERS SHALL BE DETERMINED IN THE FIELD.
5 REFER TO THE MECHANICAL EQUIPMENT SCHEDULE ON DRAWING E*** FOR MECHANICAL
EQUIPMENT CIRCUITING INFORMATION. REFER TO MECHANICAL DRAWINGS FOR EXACT
LOCATIONS OF ALL MECHANICAL EQUIPMENT. COORDINATE EXACT CONNECTION
LOCATIONS WITH MECHANICAL CONTRACTOR.
6 COORDINATE LOCATION OF ELECTRICAL EQUIPMENT INSTALLED IN MECHANICAL ROOMS
WITH MECHANICAL CONTRACTOR. NO PIPING, DUCTWORK OR OTHER MECHANICAL
EQUIPMENT SHALL BE ALLOWED TO PASS THROUGH THE DEDICATED ELECTRICAL SPACE
ABOVE ELECTRICAL EQUIPMENT OR ELECTRICAL WORKING CLEARANCE IN ACCORDANCE
WITH THE NATIONAL ELECTRIC CODE, ARTICAL 110.26.
7 ELECTRICAL PANELS, DISCONNECT SWITCHES, VFD'S, STARTERS, CONTROL PANELS,
ETC., SHALL NOT BE LOCATED WITHIN STORAGE ROOMS.
8 ATC CONTRACTOR SHALL PROVIDE ALL 120V CONTROL WIRING TO LOCAL 120V
EMERGENCY PANEL AND OR JUNCTION BOX. THIS CONTRACTOR SHALL PROVIDE
TERMINATION OF ALL ATC WIRING TO PANEL BOARD AS REQUIRED. COORDINATE EXACT
LOCATION OF ALL CONTROL PANELS WITH THE ATC/MECHANICAL CONTRACTOR.
10 ALL RECEPTACLES WITHIN FOOD SERVICE AREAS SHALL BE GFI TYPE WITH STAINLESS
STEEL COVER.
11 EC SHALL COORDINATE ALL A/V CONDUIT PATHWAYS WITH A/V CONTRACTOR.
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1/8" = 1'-0"2 TLR CLASSROOM 011 PIPE GRID PART PLAN
1/8" = 1'-0"3 MEDIA PRODUCTION STUDIO 012A & 012B PIPE GRID PART PLAN
1/4" = 1'-0"4 COMPUTER CLASSROOM 012D POWER PART PLAN
DN
WPWPUSB USB
F2
F2
F2
F2
J DO
F3 F3
J
BMS
F2
AHU
4
J
RF
1
J DO
USB
F2
F2
F3
FCU
2
F3 F3
F3
WP WP
RF
2 EHU
1
FCU
1
SE
2
AV AV
F3
F3
P2G2
BOX, RECEPTACLE, AND CONDUIT
SHALL BE MOUNTED BETWEEN
WOODEN SLATS OF PARTITION TO
APPEAR RECESSED. (TYPICAL)
SNOW MELT
PANEL
12 11 10 9 8
7 6 3 2 - 1
A
D
D.9
H
J
- K
4
E.5
5
D.4
G
1.7
D.3
C.9
D.8
E
F
E.7
C
D.1
B
E.3
G.6
1
015
GENERAL
COLLECTIONS
015
GENERAL
COLLECTIONS
012
DIGITAL MEDIA HUB
013
SUNKEN
COURTYARD
015A
OPEN READING
012A
MEDIA PRODUCTION
STUDIO (SELF
SERVE)
014
MECHANICAL
M4G2
FOR CONNECTION TO AHU
LIGHTING & CONTROLS
SELF-CHECKOUT
MACHINE
SM4G1
13
13
21
23
21 23
23
21
20 22 22
16
16
13
5 5 5 3 3 3
1 1 1 6 6
6
6
4
4
4
2
2
2
7
7
7999
P2G2-7,9
8
8
10
8
13
1010
8
P2G2-8,10P2G2-12,14
P2G2 -11
25
25
SLIDING DOORS
29
27
P2G4-27,29
9
S2L1-9
P2G4-25
LOCATED ON LOWER LEVEL
COOERDINATE WITH PLUMBING
CONTRACTOR
P2G4-32
32
10
39
44
42
42
42
38 40
P2G4-42,44,46
P2G4 -41,43
P2G2-2,4,6
P2G2-1,3,5
1
13
13
13
13
P2G2-13
P2G2-16
1616
1
1
RECEPTACLE SHALL BE
MOUNTED RECESSED IN
STACKS
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 10:49:26 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E300G2
ELECTRICAL POWER
LEVEL G NORTH PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 ELECTRICAL POWER LEVEL G NORTH PLAN
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
ELECTRICAL POWER NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E000 DRAWING SERIES.
2 FOR ELECTRICAL POWER ONE LINE & RISER DIAGRAMS, REFER TO THE E600 DRAWING
SERIES.
3 FOR EXACT MOUNTING HEIGHTS OF ALL DEVICES REFER TO ARCHITECTURAL PLANS AND
ELEVATIONS. MOUNT DEVICES IN A COMMON VERTICAL PLANE, AND PROVIDE MULTI-GANG
DEVICE PLATES WHEREVER POSSIBLE.
4 CIRCUIT NUMBERS SHOWN ON DRAWINGS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT
CIRCUIT NUMBERS SHALL BE DETERMINED IN THE FIELD.
5 REFER TO THE MECHANICAL EQUIPMENT SCHEDULE ON DRAWING E*** FOR MECHANICAL
EQUIPMENT CIRCUITING INFORMATION. REFER TO MECHANICAL DRAWINGS FOR EXACT
LOCATIONS OF ALL MECHANICAL EQUIPMENT. COORDINATE EXACT CONNECTION
LOCATIONS WITH MECHANICAL CONTRACTOR.
6 COORDINATE LOCATION OF ELECTRICAL EQUIPMENT INSTALLED IN MECHANICAL ROOMS
WITH MECHANICAL CONTRACTOR. NO PIPING, DUCTWORK OR OTHER MECHANICAL
EQUIPMENT SHALL BE ALLOWED TO PASS THROUGH THE DEDICATED ELECTRICAL SPACE
ABOVE ELECTRICAL EQUIPMENT OR ELECTRICAL WORKING CLEARANCE IN ACCORDANCE
WITH THE NATIONAL ELECTRIC CODE, ARTICAL 110.26.
7 ELECTRICAL PANELS, DISCONNECT SWITCHES, VFD'S, STARTERS, CONTROL PANELS,
ETC., SHALL NOT BE LOCATED WITHIN STORAGE ROOMS.
8 ATC CONTRACTOR SHALL PROVIDE ALL 120V CONTROL WIRING TO LOCAL 120V
EMERGENCY PANEL AND OR JUNCTION BOX. THIS CONTRACTOR SHALL PROVIDE
TERMINATION OF ALL ATC WIRING TO PANEL BOARD AS REQUIRED. COORDINATE EXACT
LOCATION OF ALL CONTROL PANELS WITH THE ATC/MECHANICAL CONTRACTOR.
10 ALL RECEPTACLES WITHIN FOOD SERVICE AREAS SHALL BE GFI TYPE WITH STAINLESS
STEEL COVER.
11 EC SHALL COORDINATE ALL A/V CONDUIT PATHWAYS WITH A/V CONTRACTOR.
T4 T8
J
BMS
P
1
J
P
2
P
3
P
4
P
5
P
6
AHU
5
USB USBFCU
4
FCU
4
FCU
4
FCU
4
T4 T3RF
3
JJJEHU
2
JSP
5
SP
4
SP
2
SP
3
SP
1
SE
1
JJJJJ JJ
JJJJJT8
FCU
5
DP2L2
P2L1
DP4L1
M4L1 L4L1
FRONT
REAR
GSB
ATS-EB
ATS-O1
23 21 20 19 18 17 16 15 14
29
28 27 26 25 24 22
A
D
D.9
H
J
AG-1
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
C
B
17.830
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
26.527.127.3 25.7 25.3 24.5
L01
LOWER LOBBY
L03
MAIN ELECTRICAL
ROOM
ST L04
STAIR 4
EL L04
ELEVATOR 4
L06
ELEVATOR CONTROL
ROOM
L05
EMERGENCY
ELECTRICAL
L01C
BLDG STORAGE
FOR CONNECTION TO AHU
LIGHTING & CONTROLS
DL4L1
E4L1
SD4L1
S2L1
E2L1
E321
1
E321
4
E323
1
P2L1 -1,3
P2L1 -1,3 P2L1 -5,7
P2L1 -5,7
P2L1-6,8
L01B
ELEC
L01A
ELEC
E2L1-3
FTP
FATC
E2L1-1
E2L1-5
FIRE
ALARM1
5
3
P2L1-19
14
14
12
12
12 12
7
10
10
14
14
10
14
14
10
10
S2L1-7
P2L1-10,12,14
19
19
19
FSD
FSD
FSD
FSD
FSD
FSD FSDFSD
P2L1-23
2323
FSD
FSD
FSD
FSD
FSD
19
P2L1-21
21
21
21
21
VFD'S MOUNTED
ON UNISTRUT
P1 P2 P3 P4 P5 P6
P2L1-20,22,24
BUILDING PRE-ACTION
AIR COMPRESSOR.
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 10:49:37 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E300LL
ELECTRICAL POWER
LEVEL LL PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 ELECTRICAL POWER LEVEL LL PLAN
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
ELECTRICAL POWER NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E000 DRAWING SERIES.
2 FOR ELECTRICAL POWER ONE LINE & RISER DIAGRAMS, REFER TO THE E600 DRAWING
SERIES.
3 FOR EXACT MOUNTING HEIGHTS OF ALL DEVICES REFER TO ARCHITECTURAL PLANS AND
ELEVATIONS. MOUNT DEVICES IN A COMMON VERTICAL PLANE, AND PROVIDE MULTI-GANG
DEVICE PLATES WHEREVER POSSIBLE.
4 CIRCUIT NUMBERS SHOWN ON DRAWINGS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT
CIRCUIT NUMBERS SHALL BE DETERMINED IN THE FIELD.
5 REFER TO THE MECHANICAL EQUIPMENT SCHEDULE ON DRAWING E*** FOR MECHANICAL
EQUIPMENT CIRCUITING INFORMATION. REFER TO MECHANICAL DRAWINGS FOR EXACT
LOCATIONS OF ALL MECHANICAL EQUIPMENT. COORDINATE EXACT CONNECTION
LOCATIONS WITH MECHANICAL CONTRACTOR.
6 COORDINATE LOCATION OF ELECTRICAL EQUIPMENT INSTALLED IN MECHANICAL ROOMS
WITH MECHANICAL CONTRACTOR. NO PIPING, DUCTWORK OR OTHER MECHANICAL
EQUIPMENT SHALL BE ALLOWED TO PASS THROUGH THE DEDICATED ELECTRICAL SPACE
ABOVE ELECTRICAL EQUIPMENT OR ELECTRICAL WORKING CLEARANCE IN ACCORDANCE
WITH THE NATIONAL ELECTRIC CODE, ARTICAL 110.26.
7 ELECTRICAL PANELS, DISCONNECT SWITCHES, VFD'S, STARTERS, CONTROL PANELS,
ETC., SHALL NOT BE LOCATED WITHIN STORAGE ROOMS.
8 ATC CONTRACTOR SHALL PROVIDE ALL 120V CONTROL WIRING TO LOCAL 120V
EMERGENCY PANEL AND OR JUNCTION BOX. THIS CONTRACTOR SHALL PROVIDE
TERMINATION OF ALL ATC WIRING TO PANEL BOARD AS REQUIRED. COORDINATE EXACT
LOCATION OF ALL CONTROL PANELS WITH THE ATC/MECHANICAL CONTRACTOR.
10 ALL RECEPTACLES WITHIN FOOD SERVICE AREAS SHALL BE GFI TYPE WITH STAINLESS
STEEL COVER.
11 EC SHALL COORDINATE ALL A/V CONDUIT PATHWAYS WITH A/V CONTRACTOR.
J GUSBUSB
USBUSB
F4 F3
F2
F2
F3
F3F3
F3
F2
F2
F3
F3
F3
F3
F2 F2
F2F2
F2
AV
F2 F2
F3
TV
F2
F2
F3
F3
J
DO
F3
F3
F3
F1 F1
F2 F2
S
S
SSSUSBSSTVAVGJ
FA
J DH
J DOJDO
J DH
J DH
F3
F3
F4
F4
USB USB
F2
USB
USB USB
GGF2
F2 F2F2F2
F2F2 F2F2
F1
F4
TVF2
USB USB USB
F2
TVTVF2
FCU
1
FCU
1
FCU
1
J DH
TV
TVF2F2
TV TV
TVTVTV
AV AV
F2
F2F2
F2
F2
F2
TVTV
F2
F2
F2
F2F2
F2
F2
J PS
J PSJPSJPS
F2
U SB
USBUSB USB
F3
F3
F3
USB
U SB
J
LK
J
DOUSBUSB
WPWPWP
WPWP
WP
J DH
AV JEHDJ
EHD
JEHDSCSC
J DO
J DO
J DO
J DO
J PG
J PG J PG
J PG
J PG
J PG
J PG
J PG
J PG
J PG
J PG
J PG
JFSDJFSDJ
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD JFSDJFSDJFSDTVTV
KS
KS
KS
F2
F2
J PJJPJ J PJ J PJ
F3F3F3
F3
USBGGGGTVGGJGJJGGGP213
L411
P211P212 E411
PRE-ACTION
SYSTEM
P214
SELF-CHECK
OUT MACHINE
DA
DA
DADADADADA
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
29
28 27 26 25 24 22
A
D
D.9
H
J
- K
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
26.527.127.3 25.7 25.3 24.5
100V
EAST VESTIBULE
100
EAST ENTRY
105
SC SECURE STACKS
108D
OFFICE
107
LIBRARY
ADMINISTRATION
107D
OFFICE
108A
GROUP STUDY 108J
GROUP STUDY
108
NC HUB - TLR AND
ACADEMIC SUCCESS
108F
SEMINAR ROOM
108H
ASSISTIVE TECH
103
CONWAY CENTER
102
BROWSING ROOM
CLASSROOM
110B
CAFE SERVICE
104
SERVICE POINT
SUPPORT
T101
W/GN TOILET ROOM
T102
M/GN TOILET ROOM
101A
TELECOM101B
ELEC.
103A
CONWAY - SHARED
OFFICE
110C
CAFE SUPPORT
101F
FIRE ALARM
101C
PRE ACTION
110A
READING ROOM
101
MAIN HALL
EL102
ELEVATOR 2
106
SC - COLLECTIONS
WORKROOM
106D
SC OFFICE
T103
M/GN TOILET ROOM
111
EXIT PASSAGEWAY
ST103
STAIR 3
ST102
STAIR 2
ST101
STAIR 1
EL101
ELEVATOR 1
EL103
ELEVATOR 3
107C
OFFICE - DEAN OF
LIBRARIES
103C
CONWAY - OFFICE
103E
CONWAY - OFFICE
101D
MAIN SERVICE POINT
108B
GROUP STUDY
109A
JANITOR
103B
CONWAY - OFFICE
103F
CONWAY - OFFICE
103D
STOR
108E
OFFICE
107B
OFFICE 108C
SHARED OFFICE
107A
OFFICE
108G
STORAGE/AV
102A
AV CL.
102B
STOR
104B
GROUP STUDY
104A
OFFICE
T211
103G
AV CL.
SELF-CHECK
OUT MACHINE
106A
SC DIGITIZATION
106B
SC OFFICE
106C
SC OFFICE
UPS
UPSDP
E322
3
108K
PHONE
101E
PHONE
105B
SC SECURE HALL
19
13
13
15
17
16
16
16
16 22
14
14
22
14
22
20
18 18
18
P211-13,15,17
P211-18,20,22
22
2121
21
2119
19
19
19 P211-19,21
1 5
1
2
5
3
23
4
7
13
6 8
7
86
6 8
11 7 7
9
P212-1,3,5
P212-2
10
P212-10
P212-4,6,8
10
16
16
14
14
12 12
12
12
P212-12,14,16
12
P212-17
18
P212-18 18P212 -18
18
18
7
19
21
17
23
23
23
23
P212-23
1
1
1 3
3
3
P214-1,3
2 2
P214-2,4,6
2
4
4
4
6
66
7
7
7
P214-7
8 8 8 8
7
11
11
11
9
9
P214-9,11
1
1
3
3
55
5
6
6
6
4
4
2
2
P213-1,3,5
P213-2,4,6
P213-7,9,11
7
11
11
11
11
11
9
7
9
9
P213-8,10,12
8
8
8
8
8 10
10
10
10
10
12
12 12
12 12
P213-13
13 13 13 13 13
15
15
17
17
P213-15,17
15
14
14
14
14
1616
16 16
16
P213-14,16
P213-18,20,22
18
20
22
24
24 26
26
2119 21
19
23
19
P213-24,26
P213-19,21,23
2220
P212-20,22
USB
USB USB
USB
USB USB
USB
USB
USB
USB
USB
USB
USB
USBUSB
USB
USB
USB
USB
USB
13
15
P214-13,15
24 24
24
2625 27 29
25 27 29 26
26292725
28
30
31
3531 9
3333
P212-24,26
P212-25,27,29
31
31
P212-31,33,35
P212-28,30
P213-27,29
P213-25
25
25
25
27 29
SS
SSP212-7,9
P212-11,13
a,b
c,d
32 32 32
a,ba,ba,b c,d c,d c,d c,d
c,d
c,d 34
34
34343434
P212-32
P212-34
P212 -37
P212 -37
P214 -17
1919
21
7
40
P212-40,42
P212-36,38
36
4238
39
P212-39,41
41
46
46
44
44
P212-44,46
P213-32,34
P213-28,30
34
3228
30
33
31
P213-31,33
E2L1-8
2
8
P214-19
35 35 37 37
37
18
16
161626
26
P211-24
24
P211-26
26
P214-16
P214-18
P213-35
35 37
P213-37
9
21
P212-19,21
14
17
2828
28 P211-28
6
5
P214-5
1311 28 30
P212-15
15
P214-8
E301
2
P215
1
1
1
1
1
1
1
1
1
1
1
1
20
USB
20
USB
20
USB
P214-20
1
1
2
USB
8
E2L1-2
1
15 14
F.3
H
EXK
E.5
G
F
E.7
13.6
E.3
13.9
E.6
G.6
LOW REFRIGERATED
DISPLAY CASE
ESPRESSO
MACHINE
ICE MACHINE
COFFEE MAKER
DISHWASHER
GARBAGE
DISPOSAL
110C
CAFE SUPPORT
110B
CAFE SERVICE BLENDER
CASH
REGISTER
REFRIGERATOR
MICROWAVE
9
5
2,4
9
7
9 8 6
12
14
10
P214-10,12,14
P215-2,4
P215-5,7,9
P215-6,8
1,3
P215-1,3
11
14
12
10
13
17
17
P215-10,12,14
P215-11
P215-13,15,17
GARBAGE
DISPOSAL
15
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
As indicated
4/5/2018 10:49:53 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E301
ELECTRICAL POWER
LEVEL 1 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 ELECTRICAL POWER LEVEL 1 PLAN
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
ELECTRICAL POWER NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E000 DRAWING SERIES.
2 FOR ELECTRICAL POWER ONE LINE & RISER DIAGRAMS, REFER TO THE E600 DRAWING
SERIES.
3 FOR EXACT MOUNTING HEIGHTS OF ALL DEVICES REFER TO ARCHITECTURAL PLANS AND
ELEVATIONS. MOUNT DEVICES IN A COMMON VERTICAL PLANE, AND PROVIDE MULTI-GANG
DEVICE PLATES WHEREVER POSSIBLE.
4 CIRCUIT NUMBERS SHOWN ON DRAWINGS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT
CIRCUIT NUMBERS SHALL BE DETERMINED IN THE FIELD.
5 REFER TO THE MECHANICAL EQUIPMENT SCHEDULE ON DRAWING E*** FOR MECHANICAL
EQUIPMENT CIRCUITING INFORMATION. REFER TO MECHANICAL DRAWINGS FOR EXACT
LOCATIONS OF ALL MECHANICAL EQUIPMENT. COORDINATE EXACT CONNECTION
LOCATIONS WITH MECHANICAL CONTRACTOR.
6 COORDINATE LOCATION OF ELECTRICAL EQUIPMENT INSTALLED IN MECHANICAL ROOMS
WITH MECHANICAL CONTRACTOR. NO PIPING, DUCTWORK OR OTHER MECHANICAL
EQUIPMENT SHALL BE ALLOWED TO PASS THROUGH THE DEDICATED ELECTRICAL SPACE
ABOVE ELECTRICAL EQUIPMENT OR ELECTRICAL WORKING CLEARANCE IN ACCORDANCE
WITH THE NATIONAL ELECTRIC CODE, ARTICAL 110.26.
7 ELECTRICAL PANELS, DISCONNECT SWITCHES, VFD'S, STARTERS, CONTROL PANELS,
ETC., SHALL NOT BE LOCATED WITHIN STORAGE ROOMS.
8 ATC CONTRACTOR SHALL PROVIDE ALL 120V CONTROL WIRING TO LOCAL 120V
EMERGENCY PANEL AND OR JUNCTION BOX. THIS CONTRACTOR SHALL PROVIDE
TERMINATION OF ALL ATC WIRING TO PANEL BOARD AS REQUIRED. COORDINATE EXACT
LOCATION OF ALL CONTROL PANELS WITH THE ATC/MECHANICAL CONTRACTOR.
10 ALL RECEPTACLES WITHIN FOOD SERVICE AREAS SHALL BE GFI TYPE WITH STAINLESS
STEEL COVER.
11 EC SHALL COORDINATE ALL A/V CONDUIT PATHWAYS WITH A/V CONTRACTOR.
1/4" = 1'-0"2 CAFE SERVICE & CAFE SUPPORT PART PLAN
USBF2
F2F2
F3F3
F3
F2
F3
AV
F2
F3
F3
F3
F3
F3
F3
F2
F2
F2
F3
F3
F3
F3 F3 F3
J AVF3 F3 F3 F3 F3 F3 F3
J DH
J DH
J
FA
F3
F3
F2
F2
F2
F2
F2
F2
F2 F2 AVF2
F2 GF2
F2 F2
TV TV
USB USB
USBUSB
F3
F3
F3
F3
F3
F3
F3
F3
J
LK
F2
U SB USB
USBF2
F2 USBJ
EHD
F3
J PG
J PG
JFSDJFSDJ
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD JFSDJFSDJFSDKS
KS
TV
J PJ
J PS
AV
F3F3
L421
P221P222
P223
P224
PRE ACTION
23 21 20 19 18 17 16 15 14 13 12 11 10 9 82827252422
A
D
H
J
- K
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
B
E.3
17.8 15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.525.7 25.3 24.5
205
SC SECURE STACKS
204
SC EXHIBIT
201A
TELECOM
201B
ELEC
201F
FIRE ALARM
201C
PRE ACTION
206
SC - TECHNOLOGY
WORKROOM
206D
SC OFFICE
208B
CAVERNO
208
NC HUB - ACADEMIC
SUCCESS
ST103
STAIR 3
210A
STORAGE
210
READING ROOM
ST201
STAIR 1
EL201
ELEVATOR 1
EL203
ELEVATOR 3 ST202
STAIR 2
EL202
ELEVATOR 2
205B
SC SECURE HALL
209
SEMINAR ROOM
T201
GN TOILET ROOM
209A
STORAGE208A
REFLECTION ROOM
206C
SC OFFICE
206B
SC OFFICE
206
SC - TECHNOLOGY
WORKROOM 207
HALL
201
HALL
210
READING ROOM
206A
SC SHARED OFFICE
1 1 1
3 3
3
5
5
5
P224-1,3,5
P224-2,4,6
2
2
2
4
4
4 6
6
6
7
7
7
12
P224-12
208C
PHONE
7
1
11
1 1
3 3
55
5
P223-1,3,5
9
7
7
P223-7,9,11
9 9
11
11
P223-8,10
8 8 8 8 10 10 10
6
66
2
42 2
4 4
P223-2,4,6
1313
13
15
15
15
15
12
P223-12
P223-13,15
P223 -13
10
4
4
4
4
22
2
10
10
8
1
1
3
5
1
1
8
8
6 6
6
P222-2,4
P222-6,8,10P222-1,3,5
7
9
7
9 9
7
10
7
13
13
15
17P222 -13
P222-11
P222-13,15,17
11
11 11
12
P222-12
P222 -12
14
9
E322
4
7
P222-7,9
USB
USBUSB
USB
USB
USB
USB
USB
USB
USB
USB
USB USB
USB USB USB
USB
USB
USBUSBUSBUSBUSBUSBUSB
USB
USB USB USB
USB
USBUSB
USB
5
16
14
P223-14,16
7
E241-1
E241-3
1
3
P223-17
17 17
17
P223-19
19 19
19
19
P224-10
10
P224-8
8
88
P221-14
14
14 14
P221-13
13
P224-7
12
12
13
S221 201G
ELEC
P224-9
9
9
P221-15
15
15
14
P222-14
18
18
P223-18
3
11
USB
7
USB
1
1
1
1
1
1
T221 8
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 10:50:12 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E302
ELECTRICAL POWER
LEVEL 2 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
ELECTRICAL POWER NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E000 DRAWING SERIES.
2 FOR ELECTRICAL POWER ONE LINE & RISER DIAGRAMS, REFER TO THE E600 DRAWING
SERIES.
3 FOR EXACT MOUNTING HEIGHTS OF ALL DEVICES REFER TO ARCHITECTURAL PLANS AND
ELEVATIONS. MOUNT DEVICES IN A COMMON VERTICAL PLANE, AND PROVIDE MULTI-GANG
DEVICE PLATES WHEREVER POSSIBLE.
4 CIRCUIT NUMBERS SHOWN ON DRAWINGS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT
CIRCUIT NUMBERS SHALL BE DETERMINED IN THE FIELD.
5 REFER TO THE MECHANICAL EQUIPMENT SCHEDULE ON DRAWING E*** FOR MECHANICAL
EQUIPMENT CIRCUITING INFORMATION. REFER TO MECHANICAL DRAWINGS FOR EXACT
LOCATIONS OF ALL MECHANICAL EQUIPMENT. COORDINATE EXACT CONNECTION
LOCATIONS WITH MECHANICAL CONTRACTOR.
6 COORDINATE LOCATION OF ELECTRICAL EQUIPMENT INSTALLED IN MECHANICAL ROOMS
WITH MECHANICAL CONTRACTOR. NO PIPING, DUCTWORK OR OTHER MECHANICAL
EQUIPMENT SHALL BE ALLOWED TO PASS THROUGH THE DEDICATED ELECTRICAL SPACE
ABOVE ELECTRICAL EQUIPMENT OR ELECTRICAL WORKING CLEARANCE IN ACCORDANCE
WITH THE NATIONAL ELECTRIC CODE, ARTICAL 110.26.
7 ELECTRICAL PANELS, DISCONNECT SWITCHES, VFD'S, STARTERS, CONTROL PANELS,
ETC., SHALL NOT BE LOCATED WITHIN STORAGE ROOMS.
8 ATC CONTRACTOR SHALL PROVIDE ALL 120V CONTROL WIRING TO LOCAL 120V
EMERGENCY PANEL AND OR JUNCTION BOX. THIS CONTRACTOR SHALL PROVIDE
TERMINATION OF ALL ATC WIRING TO PANEL BOARD AS REQUIRED. COORDINATE EXACT
LOCATION OF ALL CONTROL PANELS WITH THE ATC/MECHANICAL CONTRACTOR.
10 ALL RECEPTACLES WITHIN FOOD SERVICE AREAS SHALL BE GFI TYPE WITH STAINLESS
STEEL COVER.
11 EC SHALL COORDINATE ALL A/V CONDUIT PATHWAYS WITH A/V CONTRACTOR.
1/8" = 1'-0"1 ELECTRICAL POWER LEVEL 2 PLAN
AV
F2 F2
F3 F3
TV
F2
F2
F2
F2
F2
F3
F3
F3
F3
F3
F3
F3
F3
TV
TV
TV
F3
TV
TV
AV
AV
F3
F3
F3
F2 USBGTVF2
F2
F2
F3
J
FA
J GGF2
S
S
S
S
AV
F3 F3
J DH
J DHGGJEWCF2F2F2
F2F2
F2
F3
F3
USB
USB
USB
USBUSBF2
F2 F2 F2F2
F2
F2
F2
F2
F2
F2
F2F2 TV
TVF2
F2 F2 F2F2
F2 F2 F2F2
F2 F2 F2F2
F1 F1
F2
TV
TV
TV
TV F2USBUSB
TV
F2
J PS J PS
F2
F2F2
F3
F3
S S S S S
USB USB USB USBF3 F3 F3 F3F3 F3
J
LK
F3F2
F3
F3
F3F3
F1
F1
F1 USBJEHDJEHDF2
S GGGSCSCJLK J PG
J PG
J PG
J PG
USBUSB
USBUSBUSBUSBUSB USB USB USB USBJFSDJFSDJFSDJFSDJ
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD
J
FSD JFSDJFSDJFSDJFSDJFSDJFSDJFSDJFSDJ
FSD
J
FSD
J
FSD J
FSD
J
FSD
J
FSD
J
FSD
J
FSD J
FSD
J
FSD
J PJ J PJ
KS
KS
KS
TVTVAV F2 F2
TVJ PG J PG
P233
L431
P231
P232
P234
PRE ACTION
FRIDGE
MICROWAVE
BOTTLE FILLING
STATION
GARBAGE DISPOSAL
DA
DA
DA
DA
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
29
28 27 26 25 24 22
A
D
D.9
H
J
- K
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
26.527.127.3 25.7 25.3 24.5
309F
STAFF ROOM
310B
COLLAB ROOM
303
SPECIAL
COLLECTIONS
CLASSROOM
302
COLLOCOTT
READING RM
301E
GROUP STUDY
310C
COLLAB ROOM
304A
EXHIBIT PREP
301A
TELECOM301B
ELEC
307D
CONSULT
307C
CONSULT
305
SC SECURE STACKS
304
SC CLASSROOM
T301
WOMEN
T302
MEN/GN
307B
SC MEETING ROOM
301F
GROUP STUDY
301G
FIRE ALARM
301C
PRE ACTION
EL302
ELEVATOR 2
307
SPECIAL
COLLECTIONS
READING ROOM
308
SPECIAL
COLLECTIONS
ENTRY
306
SC STAFF
WORKROOM
310
OPEN READING
ROOM
309E
OFFICE - D&A
309C
INTER LIBRARY
LOAN 309A
MEETING ROOM
309H
OFFICE - D&A
309D
OFFICE - D&A
309G
STORAGE
ST103
STAIR 3
310A
STORAGE
ST301
STAIR 1
EL301
ELEVATOR 1
EL303
ELEVATOR 3
ST302
STAIR 2
309J
PHONE (ADA)
301D
PHONE
310
OPEN READING
ROOM
T231
DA DA DA DA DA
1
1
1
3
3
3
P234-1,3
2
22
4
4
4
6
6
68
8
10
8
10
10
10
P234-2,4,6
P234-8,10
9
9
9
911
9
13 11
13
13
13
13
137
7
7
777
55 5
5
5 P234-9,11,13
141414
12
P234-12,14
12 1215
1717
1515
17
P234-15,17
18 18 20
16
30
19
P234-19,21,23 30
30
19
232323
309
DISCOVERY &
ACCESS
11
11
11
11
10
13
137
10
99
7978
6
10 10
1
1
3
3
3
5
5
5
2 2
4 4
2
P233-1,3,5
P233-2,4
7P233-6,8,10
P233-11
P233-7,9
P233-12,14,16
16
16
1412
17 17
15
15
15
19
22
24
18 P233-15,17
P233-18,20,22
18
18
1717
15
15
13
13 13
13
2020
14
21
14
2116
16
16
19
18
P231-15,17,19 20
20
21
P231-21
P231-14,16,18
P231-20
17
19
17
19
17
19
P232-17,19
14
14 16
18
16
18
14
P232-14,16,18
15
15
21
P232 -21
20
P232-21
1 1
287
3 3 3 2
5 5 5 2
2444
6
6 8 8
9 11
777
P232-7,9,11
P232-8
P232-1,3,5
P232-2,4,6
20
20 19
19
20
P232-20
COFFEE MAKERS
DISHWASHER
21
21
21
20
E322
5
DA
USB
USB
USB
USB
USB
USB
USB
USB
USB
USB
USB
USB
USB
USB
USB
USBUSB
USB
USB USB
USB USB USB
USB
USB USB USB
USBUSB
USB
P233-26,28,30
26
28
3027253432
P233-25,27,29
P233-32,34,36
SSc,dc,dc,dc,dc,dc,d
a,b
a,b
a,b
a,b
a,b
a,b
P232-10,12
10
12
10
10
10
10
12 12 12 12
12
a,b,c,d
P234-22,242226P234-26,28
28
24
16 162725
16
16
20
20
18 18 18 20 20
P234-30
E241-2
E241-4
4
2
P234-5,7
P233-33
33 33
33
P233-35
35 35
35
35
35
P233-37
37
37
37
P231-23
23 23
23 P234-29
29
29 29
P234-31
31
31
31
P231-25
25
25
25
11
P234-16,18,20
30
301H
ELEC
9 11
P232-26
2626
26
1
P234-32 32
32
P234-25,27
20
13
P232-13,15
21
P232-28
30
P232-30
36 29
13
SEE PART PLAN 2 ON THIS DRAWING FOR
PIPE GRID POWER LAYOUT IN SPECIAL
COLLECTIONS CLASSROOM 303.
1
1
1
1
1
1
1
1
RECEPTACLE SHALL BE
MOUNTED RECESSED IN
STACKS
P233-19,21
P233-24
23 21 2022
J
- K
20.521.2
K.1
K
303
SPECIAL
COLLECTIONS
CLASSROOM
24
27 27 27 27 27
22
25 25 25 25 25
23 23 23 23 23
29 29 29 29 29
P232-27,29
P232-22,24
P232-23,25
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 10:50:50 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E303
ELECTRICAL POWER
LEVEL 3 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
ELECTRICAL POWER NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E000 DRAWING SERIES.
2 FOR ELECTRICAL POWER ONE LINE & RISER DIAGRAMS, REFER TO THE E600 DRAWING
SERIES.
3 FOR EXACT MOUNTING HEIGHTS OF ALL DEVICES REFER TO ARCHITECTURAL PLANS AND
ELEVATIONS. MOUNT DEVICES IN A COMMON VERTICAL PLANE, AND PROVIDE MULTI-GANG
DEVICE PLATES WHEREVER POSSIBLE.
4 CIRCUIT NUMBERS SHOWN ON DRAWINGS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT
CIRCUIT NUMBERS SHALL BE DETERMINED IN THE FIELD.
5 REFER TO THE MECHANICAL EQUIPMENT SCHEDULE ON DRAWING E*** FOR MECHANICAL
EQUIPMENT CIRCUITING INFORMATION. REFER TO MECHANICAL DRAWINGS FOR EXACT
LOCATIONS OF ALL MECHANICAL EQUIPMENT. COORDINATE EXACT CONNECTION
LOCATIONS WITH MECHANICAL CONTRACTOR.
6 COORDINATE LOCATION OF ELECTRICAL EQUIPMENT INSTALLED IN MECHANICAL ROOMS
WITH MECHANICAL CONTRACTOR. NO PIPING, DUCTWORK OR OTHER MECHANICAL
EQUIPMENT SHALL BE ALLOWED TO PASS THROUGH THE DEDICATED ELECTRICAL SPACE
ABOVE ELECTRICAL EQUIPMENT OR ELECTRICAL WORKING CLEARANCE IN ACCORDANCE
WITH THE NATIONAL ELECTRIC CODE, ARTICAL 110.26.
7 ELECTRICAL PANELS, DISCONNECT SWITCHES, VFD'S, STARTERS, CONTROL PANELS,
ETC., SHALL NOT BE LOCATED WITHIN STORAGE ROOMS.
8 ATC CONTRACTOR SHALL PROVIDE ALL 120V CONTROL WIRING TO LOCAL 120V
EMERGENCY PANEL AND OR JUNCTION BOX. THIS CONTRACTOR SHALL PROVIDE
TERMINATION OF ALL ATC WIRING TO PANEL BOARD AS REQUIRED. COORDINATE EXACT
LOCATION OF ALL CONTROL PANELS WITH THE ATC/MECHANICAL CONTRACTOR.
10 ALL RECEPTACLES WITHIN FOOD SERVICE AREAS SHALL BE GFI TYPE WITH STAINLESS
STEEL COVER.
11 EC SHALL COORDINATE ALL A/V CONDUIT PATHWAYS WITH A/V CONTRACTOR.
1/8" = 1'-0"1 ELECTRICAL POWER LEVEL 3 PLAN
1/8" = 1'-0"2 SPECIAL COLLABORATIONS CLASSROOM 303 PIPE GRID PART PLAN
G
G
WP WP
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
J
FA
J
BMS
SSSSSS
S
S
S S
S
S
AHU
2
AHU
1
JJ
J DH
J DHAVAVJPS
J PS
J PS
F1
J
EHD
J
EHD
AVSCSCEF
2
USB
EHU
3
EHU
4
J
FA
CP
1 JFSDJFSDJ
F S D
J
F S D
J
FSD
J
FSDJ
FSDJ
FSD
J
FSD
JSDJSDJSDJSDJ SD J SD
WP
TVTV AVJ PJ
J PJ
J PJ
T5
AHU
1A AHU
2AWPWPWP
WP WP
WP
WP
WPWPL441
M441
P241
P242
S441
E441E241
MOUNTED ON
UNISTRUT
E322
8
DA
DA
DA DA DA DA DA DA DA DA
DA
DA
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
29
28 27 26 25 24 22
A
D
D.9
H
J
- K
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
26.527.127.3 25.7 25.3
24.5
401
ROOFTOP READING
ROOM
405
EXTERIOR TERRACE
402B
TELECOM
401
ROOFTOP READING
ROOM
403
CATERING PREP
402C
ELEC
402
MECHANICAL ROOM
ST402
STAIR 2
ST401
STAIR 1
EL403
ELEVATOR 3
EL402
ELEVATOR 2
FOR CONNECTION TO AHU
LIGHTING & CONTROLS
FOR CONNECTION TO AHU
LIGHTING & CONTROLS
401A
FIRE ALARM
406
WOMEN
407
MEN
401B
AV CLOSET
P241-2,4
P241-6,8
10
10
P241-10
10
10 10
P242-8
P242-1
1 1
P242-2,4,6
2
4
5
3
P242-3,5,7
2
4
2
6
6
8
8
6
15
P242-9,11,13
13
9
13
13
11
13
17 7
10
12
P242-10,12
14
14
14
14 14
P242-14,16P242-18
18
18
E322
6
E322
7
USB
USB
USB
USB
USB
USB
USB
USB
USB
USB SSSSa,b a,b
a,b
a,b
a,b
a,b
c,d
c,d
c,dc,dc,dc,dc,dc,d
c,d
c,d
P242-19
19191919191919
19
19
21
21 21
21
21
14
HEAT TRACE PANEL, PENTAIR DIGITRACE #C910-485.PROVIDE
WIRING AND CONDUIT AS REQUIRED TO CONTROLLER AND HEAT
TRACE. CONTROLS SHOULD CONSIST OF A CONTROLLER WITH
BUILT IN GROUND FAULT. PROVIDE CABLE, POWER CONNECTION
KITS AND END SEALS REQUIRED.
HTP
E241-5
5
E241-7
75
S221-5
P241-19
19
19
19
P241-21
21 21
21 21
P241-23
23
23
23
P241-25
25
13
P241-12
16
16
12
P242-15,17
P242-21
7
5
3
1
P242-24,26
24
24
24
24 26 26
26
26
1
1
11
1
1
1
1
LCP-4B
LCP-4A
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 10:51:04 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E304
ELECTRICAL POWER
LEVEL 4 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
ELECTRICAL POWER NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E000 DRAWING SERIES.
2 FOR ELECTRICAL POWER ONE LINE & RISER DIAGRAMS, REFER TO THE E600 DRAWING
SERIES.
3 FOR EXACT MOUNTING HEIGHTS OF ALL DEVICES REFER TO ARCHITECTURAL PLANS AND
ELEVATIONS. MOUNT DEVICES IN A COMMON VERTICAL PLANE, AND PROVIDE MULTI-GANG
DEVICE PLATES WHEREVER POSSIBLE.
4 CIRCUIT NUMBERS SHOWN ON DRAWINGS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT
CIRCUIT NUMBERS SHALL BE DETERMINED IN THE FIELD.
5 REFER TO THE MECHANICAL EQUIPMENT SCHEDULE ON DRAWING E*** FOR MECHANICAL
EQUIPMENT CIRCUITING INFORMATION. REFER TO MECHANICAL DRAWINGS FOR EXACT
LOCATIONS OF ALL MECHANICAL EQUIPMENT. COORDINATE EXACT CONNECTION
LOCATIONS WITH MECHANICAL CONTRACTOR.
6 COORDINATE LOCATION OF ELECTRICAL EQUIPMENT INSTALLED IN MECHANICAL ROOMS
WITH MECHANICAL CONTRACTOR. NO PIPING, DUCTWORK OR OTHER MECHANICAL
EQUIPMENT SHALL BE ALLOWED TO PASS THROUGH THE DEDICATED ELECTRICAL SPACE
ABOVE ELECTRICAL EQUIPMENT OR ELECTRICAL WORKING CLEARANCE IN ACCORDANCE
WITH THE NATIONAL ELECTRIC CODE, ARTICAL 110.26.
7 ELECTRICAL PANELS, DISCONNECT SWITCHES, VFD'S, STARTERS, CONTROL PANELS,
ETC., SHALL NOT BE LOCATED WITHIN STORAGE ROOMS.
8 ATC CONTRACTOR SHALL PROVIDE ALL 120V CONTROL WIRING TO LOCAL 120V
EMERGENCY PANEL AND OR JUNCTION BOX. THIS CONTRACTOR SHALL PROVIDE
TERMINATION OF ALL ATC WIRING TO PANEL BOARD AS REQUIRED. COORDINATE EXACT
LOCATION OF ALL CONTROL PANELS WITH THE ATC/MECHANICAL CONTRACTOR.
10 ALL RECEPTACLES WITHIN FOOD SERVICE AREAS SHALL BE GFI TYPE WITH STAINLESS
STEEL COVER.
11 EC SHALL COORDINATE ALL A/V CONDUIT PATHWAYS WITH A/V CONTRACTOR.
1/8" = 1'-0"1 ELECTRICAL POWER LEVEL 4 PLAN
J
J
J
TEF
1
EF
1 WPWP
J
AHU
3
PROVIDE HEAT TRACE IN
GUTTERS AND DOWNSPOUTS
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
29
28 27 26 25 24 22
A
D
D.9
H
J
- K
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8 15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
26.527.127.3 25.7 25.3 24.5
FOR CONNECTION TO AHU
LIGHTING & CONTROLS
P241-7
7
7
P241-9,11
HTP-1
HTP-3
HTP-5
PROVIDE HEAT TRACE IN
GUTTERS AND DOWNSPOUTS
PROVIDE HEAT TRACE IN
GUTTERS AND DOWNSPOUTS
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 10:51:28 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E305
ELECTRICAL POWER
ROOF PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 ELECTRICAL POWER ROOF PLAN
NO. DATE DESCRIPTION
ELECTRICAL POWER NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E000 DRAWING SERIES.
2 FOR ELECTRICAL POWER ONE LINE & RISER DIAGRAMS, REFER TO THE E600 DRAWING
SERIES.
3 FOR EXACT MOUNTING HEIGHTS OF ALL DEVICES REFER TO ARCHITECTURAL PLANS AND
ELEVATIONS. MOUNT DEVICES IN A COMMON VERTICAL PLANE, AND PROVIDE MULTI-GANG
DEVICE PLATES WHEREVER POSSIBLE.
4 CIRCUIT NUMBERS SHOWN ON DRAWINGS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT
CIRCUIT NUMBERS SHALL BE DETERMINED IN THE FIELD.
5 REFER TO THE MECHANICAL EQUIPMENT SCHEDULE ON DRAWING E*** FOR MECHANICAL
EQUIPMENT CIRCUITING INFORMATION. REFER TO MECHANICAL DRAWINGS FOR EXACT
LOCATIONS OF ALL MECHANICAL EQUIPMENT. COORDINATE EXACT CONNECTION
LOCATIONS WITH MECHANICAL CONTRACTOR.
6 COORDINATE LOCATION OF ELECTRICAL EQUIPMENT INSTALLED IN MECHANICAL ROOMS
WITH MECHANICAL CONTRACTOR. NO PIPING, DUCTWORK OR OTHER MECHANICAL
EQUIPMENT SHALL BE ALLOWED TO PASS THROUGH THE DEDICATED ELECTRICAL SPACE
ABOVE ELECTRICAL EQUIPMENT OR ELECTRICAL WORKING CLEARANCE IN ACCORDANCE
WITH THE NATIONAL ELECTRIC CODE, ARTICAL 110.26.
7 ELECTRICAL PANELS, DISCONNECT SWITCHES, VFD'S, STARTERS, CONTROL PANELS,
ETC., SHALL NOT BE LOCATED WITHIN STORAGE ROOMS.
8 ATC CONTRACTOR SHALL PROVIDE ALL 120V CONTROL WIRING TO LOCAL 120V
EMERGENCY PANEL AND OR JUNCTION BOX. THIS CONTRACTOR SHALL PROVIDE
TERMINATION OF ALL ATC WIRING TO PANEL BOARD AS REQUIRED. COORDINATE EXACT
LOCATION OF ALL CONTROL PANELS WITH THE ATC/MECHANICAL CONTRACTOR.
10 ALL RECEPTACLES WITHIN FOOD SERVICE AREAS SHALL BE GFI TYPE WITH STAINLESS
STEEL COVER.
11 EC SHALL COORDINATE ALL A/V CONDUIT PATHWAYS WITH A/V CONTRACTOR.
T4 T8
T4 T3T8
GSB
ATS-EB
ATS-O1
USS1A
M4L1 DP4L1DP2L2
23 21 20 19 18 17 16 15 14
29
28 27 26 25 24 22
A
D
D.9
H
J
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
C
B
17.8
30
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
26.527.127.3 25.7 25.3
L01
LOWER LOBBY
L03
MAIN ELECTRICAL
ROOM
ST L04
STAIR 4EL L04
ELEVATOR 4
L06
ELEVATOR CONTROL
ROOM
L05
EMERGENCY
ELECTRICAL
L01C
BLDG STORAGE
USS1B
DL4L1
SD4L1
E2L1
E4L1
S2L1
1
E121
E-E
1
E121
D-D
EXISTING CONDUIT,
SEE PACKAGE #3.
EXISTING CONDUIT,
SEE PACKAGE #3.
EXISTING CONDUIT,
SEE PACKAGE #3.
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 10:51:39 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E310LL
ELECTRICAL DISTRIBUTION
LEVEL LL PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/8" = 1'-0"1 ELECTRICAL DISTRIBUTION LEVEL LL PLAN
ELECTRICAL DISTRIBUTION NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO DRAWING E001-U.
2 ROUTING AND QUANTITY OF CONDUITS ARE SHOWN DIAGRAMATICALLY. EXACT ROUTING
SHALL BE DETERMINED IN THE FIELD AND COORDINATED WITH OTHER TRADES. RUN
CONDUIT IN AS DIRECT LINES AS POSSIBLE AND TIGHT TO UNDERSIDE OF DECK. NOT ALL
CONDUITS ARE SHOWN, ONLY MAJOR ROUTES OUTSIDE THE ELECTRICAL ROOMS.
COORDINATE ROUTING WITH MECHANICAL CONTRACTOR.
3 ALL CONDUIT PENETRATIONS THROUGH EXTERIOR FOUNDATION WALLS SHALL BE
SLEEVED. PROVIDE SEALING ASSEMBLIES BETWEEN CONDUIT AND SLEEVE WITH
MODULAR MECHANICAL TYPE INTERLOCKED SYNTHETIC RUBBER LINKS SHAPED TO
CONTINUOUSLY FILL ANNULAR SPACE BETWEEN CONDUIT AND WALL OPENING.
4 ALL CONDUITS SHALL HAVE INSULATED BUSHINGS WITH GROUND CLAMPS. ALL EMPTY
CONDUITS SHALL BE INSTALLED WITH NYLON PULL WIRE. PULL WIRE SHALL BE LABELED
AT BOTH ENDS.
5 COORDINATE INSTALLATION OF CONDUITS IN INTERSTITIAL SPACE BETWEEN SLABS WITH
PLUMBING CONTRACTOR FOR PERFORATED PIPING CROSSINGS.
6 LOCATIONS OF CABLE PITS ARE DIAGRAMMATIC AND SHALL BE COORDINATED WITH
SWITCHGEAR SHOP DRAWINGS.
7 GENERAL INTENT ILLUSTRATED AT CONDUIT TERMINATIONS TO ELECTRICAL DISTRIBUTION
EQUIPMENT. CONDUIT PITS AND/OR SWEEPS INTO GEAR SHALL BE COORDINATED WITH
THE EQUIPMENT SUPPLIER'S SHOP DRAWINGS PRIOR TO INSTALLATION.
8 HEIGHTS OF ELECTRICAL CONDUITS SHALL BE COORDINATED WITH SITE CONDITIONS.
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
DP2L2 P2L1 DP4L1
M4L1 INCOMINGINCOMINGUSS1A
XFMR
MAINDISTTIEDISTDISTMAINUSS1B
XFMR
INCOMINGINCOMINGDISTL4L1
FRONT
REAR 5' - 6"TRANSFORMER
FOR PANEL DL4G1
TRANSFORMER
SECONDARY
DISCONNECT
3
E321
USS1A
29
28 27 26 25
A
28.4 25.526.527.127.3 25.7 25.3
L03
MAIN ELECTRICAL
ROOM
USS1B
DL4L1 MGB 1616
16 16
P2L1-16
Existing Level C -
North
168' - 3"
LEVEL LL
160' - 0"
29 28 27 26 2528.4 25.526.527.127.3 25.7 25.3
MAIN
EMER
DIST.
OS
DIST.
GSB
ATS-EB
ATS-O1
26
D.9
F.3
EXK
E.5
D.8
E
F
E.7
E.3
25.526.5 25.7
D.7
E.1
L05
EMERGENCY
ELECTRICAL
SGB
SD4L1
E4L1
E2L1
S2L1
18
18
18
P2L1-18
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/4" = 1'-0"4/5/2018 10:52:01 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E321
ELECTRICAL PART PLAN
SHEET 1
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/4" = 1'-0"1 LEVEL LL - MAIN ELECTRICAL ROOM2MAIN ELECTRICAL ROOM PERSPECTIVE
1/4" = 1'-0"3 SWITCHGEAR ELEVATION
ELECTRICAL POWER NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E000 DRAWING SERIES.
2 FOR ELECTRICAL POWER ONE LINE & RISER DIAGRAMS, REFER TO THE E600 DRAWING
SERIES.
3 FOR EXACT MOUNTING HEIGHTS OF ALL DEVICES REFER TO ARCHITECTURAL PLANS AND
ELEVATIONS. MOUNT DEVICES IN A COMMON VERTICAL PLANE, AND PROVIDE MULTI-GANG
DEVICE PLATES WHEREVER POSSIBLE.
4 CIRCUIT NUMBERS SHOWN ON DRAWINGS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT
CIRCUIT NUMBERS SHALL BE DETERMINED IN THE FIELD.
5 REFER TO THE MECHANICAL EQUIPMENT SCHEDULE ON DRAWING E*** FOR MECHANICAL
EQUIPMENT CIRCUITING INFORMATION. REFER TO MECHANICAL DRAWINGS FOR EXACT
LOCATIONS OF ALL MECHANICAL EQUIPMENT. COORDINATE EXACT CONNECTION
LOCATIONS WITH MECHANICAL CONTRACTOR.
6 COORDINATE LOCATION OF ELECTRICAL EQUIPMENT INSTALLED IN MECHANICAL ROOMS
WITH MECHANICAL CONTRACTOR. NO PIPING, DUCTWORK OR OTHER MECHANICAL
EQUIPMENT SHALL BE ALLOWED TO PASS THROUGH THE DEDICATED ELECTRICAL SPACE
ABOVE ELECTRICAL EQUIPMENT OR ELECTRICAL WORKING CLEARANCE IN ACCORDANCE
WITH THE NATIONAL ELECTRIC CODE, ARTICAL 110.26.
7 ELECTRICAL PANELS, DISCONNECT SWITCHES, VFD'S, STARTERS, CONTROL PANELS,
ETC., SHALL NOT BE LOCATED WITHIN STORAGE ROOMS.
8 ATC CONTRACTOR SHALL PROVIDE ALL 120V CONTROL WIRING TO LOCAL 120V
EMERGENCY PANEL AND OR JUNCTION BOX. THIS CONTRACTOR SHALL PROVIDE
TERMINATION OF ALL ATC WIRING TO PANEL BOARD AS REQUIRED. COORDINATE EXACT
LOCATION OF ALL CONTROL PANELS WITH THE ATC/MECHANICAL CONTRACTOR.
10 ALL RECEPTACLES WITHIN FOOD SERVICE AREAS SHALL BE GFI TYPE WITH STAINLESS
STEEL COVER.
11 EC SHALL COORDINATE ALL A/V CONDUIT PATHWAYS WITH A/V CONTRACTOR.
1/4" = 1'-0"4 LEVEL LL - EMERGENCY ELECTRICAL ROOM
NO. DATE DESCRIPTION
2323 2323FCU
2
FCU
2
FCU
3 JSEC2323
FCU
2
FCU
2
FCU
3
FCU
2
FCU
2 2323 2323FCU
3 2323 23232323 2323FCU
3 FCU
2
FCU
2
GJJ
JG G
8DL4G1
L4G1
DP2G1
P2G1
M4G1
23 22
H
J
G
21.2
G.6
001B
ELEC
001A
TELECOM
TGBT2G1
9
11
6,8
2,4
5,7
1,3 12
14
10
13
T2G1-1,3
T2G1-5,7
T2G1-6,8
T2G1-9,11,13
T2G1-10,12,14
28
P2G1 -27,29
S2L1 -6,8 S2L1 -6,8
T2G1-2,4
1
P2G1-28
E2L1-11LCP-GA
LCP-GB
LCP-GC LCP-GD
H
J
G
13.6
G.6
012C
TELECOM
TGB
T2G2
5
8
6
7
2,4 1,3
T2G2-1,3
T2G2-2,4
S2L1 -2,4
S2L1 -2,4
T2G2-6,8
T2G2-5,7
L411
P211P212
E411
23 2122
H
J
G
21.2
G.6
101B
ELEC.
101A
TELECOM
TGB
T211
6,8
2,4
5,7
1,3
9
11
13
14
12
10
T211-1,3
T211-5,7
T211-2,4
T211-6,8
T211-9,11,13
T211-10,12,14
UPS
UPSDP
P211 -19
S221 -1,3S221 -1,3P211 -23,25
LCP-1C
LCP-1B
LCP-1A
1
L421
P221P222
23 2122
H
J
G
21.2
G.6
201B
ELEC
201A
TELECOM
TGBP222 -7
S221
T221
9
11
6,8
2,4
10
13
T221-6,8
T221-2,4
T221-5,7
T221-1,3
T221-10,12,14
12
14
1
LCP-2A
LCP-2B
LCP-2C
P221 -16,18
T221-9,11,13
L431
P231 P232
23 2122
H
J
G
21.2
G.6
301B
ELEC
301A
TELECOM
TGB
T231
9
11 6,8
2,4
5,7
1,3
12
10
14
13
T231-6,8
T231-2,4
T231-5,7
T231-1,3
T231-9,11,13
T231-10,12,14
P231 -21
P231 -22,24 S221 -2,4 S221 -2,4
LCP-3A
LCP-3B
LCP-3C
1
ICE CUBER
23 2122
D
D.9
D.4
D.3
C.9
D.8
E
20.521.2
403
CATERING PREP
INDUCTION
RANGE
COFFEE
BREWER
DISHWASHER
REACH-IN
REFRIGERATOR
CAB COOK/
HOLD/OVEN
HOLD CAB.
HEAT
P241-38,40
38 40
34,36
P241-34,36
42P241-42
41
30,32
P241-30,32
P241-39,41
39
35,37
P241-35,37
1
31,33
P241-31,33
E241E441
22
H
G
G.6
402C
ELEC
18
H
G
17.8
G.6
402B
TELECOM TGB
1816
T231-16,18 NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/4" = 1'-0"4/5/2018 10:52:21 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E322
ELECTRICAL PART PLAN
SHEET 2
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/4" = 1'-0"1 LEVEL G - ELECTRICAL & TELECOM ROOMS PART PLAN
1/4" = 1'-0"2 LEVEL G - TELECOM ROOM PART PLAN
1/4" = 1'-0"3 LEVEL 1 - ELECTRICAL & TELECOM ROOMS PART PLAN
1/4" = 1'-0"4 LEVEL 2 - ELECTRICAL & TELECOM ROOMS PART PLAN
1/4" = 1'-0"5 LEVEL 3 - ELECTRICAL & TELECOM ROOMS PART PLAN
1/4" = 1'-0"8 LEVEL 4 - CATERING PART PLAN
1/4" = 1'-0"6 LEVEL 4 - ELECTRICAL ROOM PART PLAN
ELECTRICAL POWER NOTES
1 FOR ELECTRICAL LEGEND AND GENERAL NOTES REFER TO THE E000 DRAWING SERIES.
2 FOR ELECTRICAL POWER ONE LINE & RISER DIAGRAMS, REFER TO THE E600 DRAWING
SERIES.
3 FOR EXACT MOUNTING HEIGHTS OF ALL DEVICES REFER TO ARCHITECTURAL PLANS AND
ELEVATIONS. MOUNT DEVICES IN A COMMON VERTICAL PLANE, AND PROVIDE MULTI-GANG
DEVICE PLATES WHEREVER POSSIBLE.
4 CIRCUIT NUMBERS SHOWN ON DRAWINGS ARE FOR DESCRIPTIVE PURPOSES ONLY. EXACT
CIRCUIT NUMBERS SHALL BE DETERMINED IN THE FIELD.
5 REFER TO THE MECHANICAL EQUIPMENT SCHEDULE ON DRAWING E*** FOR MECHANICAL
EQUIPMENT CIRCUITING INFORMATION. REFER TO MECHANICAL DRAWINGS FOR EXACT
LOCATIONS OF ALL MECHANICAL EQUIPMENT. COORDINATE EXACT CONNECTION
LOCATIONS WITH MECHANICAL CONTRACTOR.
6 COORDINATE LOCATION OF ELECTRICAL EQUIPMENT INSTALLED IN MECHANICAL ROOMS
WITH MECHANICAL CONTRACTOR. NO PIPING, DUCTWORK OR OTHER MECHANICAL
EQUIPMENT SHALL BE ALLOWED TO PASS THROUGH THE DEDICATED ELECTRICAL SPACE
ABOVE ELECTRICAL EQUIPMENT OR ELECTRICAL WORKING CLEARANCE IN ACCORDANCE
WITH THE NATIONAL ELECTRIC CODE, ARTICAL 110.26.
7 ELECTRICAL PANELS, DISCONNECT SWITCHES, VFD'S, STARTERS, CONTROL PANELS,
ETC., SHALL NOT BE LOCATED WITHIN STORAGE ROOMS.
8 ATC CONTRACTOR SHALL PROVIDE ALL 120V CONTROL WIRING TO LOCAL 120V
EMERGENCY PANEL AND OR JUNCTION BOX. THIS CONTRACTOR SHALL PROVIDE
TERMINATION OF ALL ATC WIRING TO PANEL BOARD AS REQUIRED. COORDINATE EXACT
LOCATION OF ALL CONTROL PANELS WITH THE ATC/MECHANICAL CONTRACTOR.
10 ALL RECEPTACLES WITHIN FOOD SERVICE AREAS SHALL BE GFI TYPE WITH STAINLESS
STEEL COVER.
11 EC SHALL COORDINATE ALL A/V CONDUIT PATHWAYS WITH A/V CONTRACTOR.
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1/4" = 1'-0"7 LEVEL 4 - TELECOM ROOM PART PLAN
1
G
WPJJJ3
2
1
G
WPJ J J
1
2
3 GJ J J J J J
WP
WP
1
3
3
ELEV. #4 POWER
MODULE SWITCH
SEE DWG. E801
DETAIL #4
28
D.9
D.4
D.3
28.4
D.8
E
D.7
E.1
EL L04
ELEVATOR 4
L06
ELEVATOR CONTROL
ROOM
P2L1-9
P2L1-11
P2L1-13
P2L1-15
M4L1-25,27,29
P2L1-17
9 11 13
15
17
ELEV. 2 POWER
MODULE SWITCH
SEE DWG. E801
DETAIL #4
16 15 14
D.9
EXK
E.5
E
E.3
15.8 13.9
E.6
15.7
012H
ELEVATOR CONTROL
ROOMEL002
ELEVATOR 2
P2G1-34
P2G1-32
P2G1-30
P2G1-38
P2G1-3636
38
M4G1-26,28,30 30
32
34
21
F.3
H
J
EXK
E.5
G
E
F
E.7
E.3
20.521.2
G.6
ELEVATORS 1 & 3
POWER MODULE
SWITCH. SEE
DWG. E801 DETAIL #4
ELEVATORS 1 & 3
CAB LIGHT & FAN
ELEVATORS 1 & 3
INTERCOM SYSTEM
003A
ELEVATOR CONTROL
EL003
ELEVATOR 3
EL001
ELEVATOR 1
ELEVATORS 1 & 3
CONTROL & SIGNAL
35
37
37
39
41
43
P2G1-39
P2G1-41
P2G1-43
P2G1-37
40
40
P2G1-40
M4G1-25,27,29
M4G1-20,22,24
P2G1-35
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/4" = 1'-0"4/5/2018 10:52:35 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E323
ELECTRICAL PART PLAN
SHEET 3
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/4" = 1'-0"1 LEVEL LL - ELEVATOR MACHINE ROOM PART PLAN
1/4" = 1'-0"2 LEVEL G - ELEVATOR MACHINE ROOM PART PLAN
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1/4" = 1'-0"3 LEVEL G - ELEVATOR MACHINE ROOMS PART PLAN
ELECTRICAL KEY NOTES - ELEVATOR MACHINE ROOMS
KEY NOTE DESCRIPTION
1 PROVIDE VERTICALLY STACKED JUNCTION BOXES FOR ELEVATOR CONNECTIONS AS
FOLLOWS: COORDINATE FINAL LOCATIONS WITH ELEVATOR CONTRACTOR PRIOR TO
INSTALLATION. (1) BOX WITH 3/4" C. AND WIRE TO NEAQREST FIRE ALARM CONTROL
PANEL TO INITIATE ELEVATOR RECALL. (1) BOX WITH 1" EMPT CONDUIT AND PULL STRING
TO NEAREST TELEPHONE CLOSET FOR ELEVATOR TELEPHONE EQUIPMENT. (1) BOX WITH
1" EMPTY CONDUIT AND PULL-STRING TO SECURITY EQUIPMENTWITHIN NEAREST
TEL./DATA CLOSET.
2 PROVIDE VERTICALLY STACKED DISCONNECT SWITCHES AS FOLLOWS: COORDINATE
FINAL LOCATIONS WITH ELEVATOR CONTRACTOR PRIOR TO INSTALLATION. POWER
SUPPLY FOR CONTROL AND SIGNAL SYSTEM - PROVIDE (1) 120V, 1 PHASE, 30A-1P CIRCUIT
BREAKER FOR EQUIPMENT CONNECTION. POWER SUPPLY FOR INTERCOM SYSTEM -
PROVIDE (1) 120V, 1 PHASE, 20A-1P CIRCUIT BREAKER FOR EQUIPMENT CONNECTION.
POWER SUPPLY FOR CAB LIGHT AND FAN: PROVIDE (1) 120V, 1 PHASE, 15A-1P CIRCUIT
BREAKERFOR EQUIPMENT CONNECTION.
3 ELEVATOR POWER MODULE SWITCH FOR ELEVATOR CONTROLLER, REFER TO RISER FOR
SIZE. PROVIDE WITH INTERLOCK KIT FOR INTERFACE TO ELEVATOR CONTROLLER. A PIVOT
ARM OPERATES FROM THE DISCONNECT HANDLE BREAKING THE CONTROL CIRCUIT
BEFORE THE MAIN SWITCH BLADES BREAK SO THE CONTROLLER WILL KNOW THE
ELEVATOR IS BEING SERVICED AND THE BATTERY LOWERING FEATURE WILL BE DISABLED.
PROVIDE 2#12 AWG IN 1/2" CONDUIT FROM THE SWITCH
TO ELEVATOR CONTROLLER. 100A ELEVATOR POWER MODULE SWITCH SHALL BE
LOCKABLE. THE ELEVATOR DISCONNECT SWITCH FINAL FUSE SELECTION SHALL BE
PROVIDED PER ELEVATOR MANUFACTURERS SHOP DRAWING SUBMITTAL; EQUAL TO
EATON BUSSMANN ELEVATOR DISCONNECT WITH SHUNT TRIP, CONTROL POWER
MONITORING, AUX CONTACTS FOR FA MONITORING ETC.
MANUALAUTO PLCHEALTHY
GENERAL NOTES:
NOTES:
a. SUBSTATION SHALL HAVE AN ELECTRICALLY OPERATED MAIN-TIE-MAIN SYSTEM TO
AUTOMATICALLY TRANSFER ALL OF THE LOADS TO THE LIVE SOURCE UPON FAILURE OF EITHER
INCOMING SERVICE.
1) THE CONTROL SEQUENCE SHALL ALLOW FOR AUTOMATIC AND/OR MANUAL TRANSFER
BETWEEN SOURCES.
2) PROVIDE DUAL POWER SUPPLIES WITH INTERCONNECTION IN THE TIE SECTION.
b. MAIN-TIE-MAIN SEQUENCE OF OPERATIONS:
1) NORMAL CONDITIONS: BOTH UTILITIES AVAILABLE 52-1 AND 52-2 CLOSED, 52-T OPEN, AUTO
MODE.
2) WHEN UTILITY 1 FAILS, AFTER THE DELAY, 52-1 WILL OPEN AND 52-T WILL CLOSE. WHEN
UTILITY 1 RETURNS AFTER THE DELAY, 52-T WILL OPEN & 52-1 WILL CLOSE (OPEN TRANSITION,
AUTO RETURN).
3) WHEN UTILITY 2 FAILS AFTER TIME DELAY, 52-2 WILL OPEN AND 52-T WILL CLOSE. WHEN
UTILITY 2 RETURNS, AFTER TIME DELAY, 52-T WILL OPEN AND 52-2 WILL CLOSE (OPEN
TRANSITION, AUTO RETURN).
4) WHEN BOTH UTILITIES FAIL SIMULTANEOUSLY, NO ACTION IS TAKEN. SYSTEM WILL NOT
REACT UNTIL AT LEAST ONE OF THE UTILITIES BECOMES AVAILABLE.
5) IF BOTH UTILITIES RETURN SIMULTANEOUSLY, NO ACTION IS TAKEN IF BOTH MAINS ARE
CLOSED, AND THE TIE IS OPEN. IF NOT, THE SYSTEM WILL SELF-RESTORE BUT ONLY IF IN
AUTO MODE.
6) IF ONLY ONE UTILITY RETURNS, THE SYSTEM WILL RESPOND AS IN (2) OR (3) ABOVE. THE
SYSTEM WILL KEEP THE ENTIRE BUS ENERGIZED AS LONG AS ONE SOURCE REMAINS OR
BECOMES AVAILABLE.
7) WHEN SWITCHED TO MANUAL MODE, CONTROL OF BREAKERS IS IN THE HANDS OF THE
OPERATOR. NO AUTOMATIC TRANSFER WILL OCCUR.
8) SYSTEM SHALL NOT OPERATE IN AUTOMATIC MODE UNLESS ALL OF THE FOLLOWING
CONDITIONS ARE MET:
c. ALL MAIN AND TIE BREAKERS ARE IN THE CONNECTED POSITION
d. ALL MAIN AND TIE BREAKER OVERCURRENT TRIP SWITCHES (OTS) HAVE BEEN RESET
e. IF PROVIDED, THE PROGRAMMABLE LOGIC CONTROLLER (PLC) IS RUNNING.
1) IF ANY OF 52-1, 52-T OR 52-2 TRIP ON DOWNSTREAM FAULT CONDITION, ALL AUTOMATIC
FUNCTIONS WILL CEASE. THE FAULTED BREAKER'S TRIP UNIT AND OTS SWITCH MUST BE
RESET IN ORDER TO RE-ESTABLISH AUTO MODE.
2) WHEN SET FOR MANUAL RETURN, RETRANSFER AFTER UTILITY RETURNS IS INITIATED BY THE
OPERATOR. IF THE SECOND SOURCE FAILS FOLLOWED BY THE RETURN OF THE FIRST-FAILED
SOURCE, THE SYSTEM WILL TRANSFER TO THE LIVE SOURCE AND WILL REMAIN
SINGLE-ENDED.
3) EMERGENCY OPERATION: IF NO CONTROL POWER IS AVAILABLE, ALL BREAKERS SHALL BE
CAPABLE OF BEING MECHANICALLY OPERATED. CAUTION: UNDER THESE CONDITIONS, NO
INTERLOCKING WILL BE ACTIVE. OPERATOR MUSTNOT PARALLEL ANY SOURCES.
4) WHEN 43 CONTROL IS SWITCHED TO MANUAL ALL CONTROL IS BY OPERATOR, AND IS
OUTSIDE OF PLC. THE HMI (IF ON) WILL CONTINUE TO INDICATE THE SYSTEM STATUS.
5) SETTINGS NOTE: 62 RELAYS MUST BE SET NO LESS THAN 4 SECONDS - IF SET FOR LESS,
THEY MAY OPERATE BEFORE AUTOMATIC TRANSFER LOGIC, AND MAY CAUSE LOSS OF
POWER TO THE BUS.
f. MAIN-TIE-MAIN FUNCTIONS AND ACCESSORIES:
1) THE SYSTEM SHOULD BE CAPABLE OF BEING TESTED BY OPERATING THE TEST SWITCHES ON
THE MANUFACTURER SUPPLIED HUMAN MACHINE INTERFACE (HMI). NOTE: THIS IS A LIVE
TEST, AND THE SYSTEM WILL RESPOND AS IF A REAL FAILURE HAD OCCURRED. TEST
FUNCTION WILL SELF-CANCEL IF A REAL FAILURE SHOULD TAKE PLACE WHILE TESTING.
2) ALL USER-SETTABLE TIME DELAYS ARE INPUT USING THE SETTINGS PAGE ON THE HMI.
ALLOW DELAY TIME TO BE CHANGED AT ANY TIME.
3) PROVIDE A SELECTOR SWITCH TO ALLOW THE FOLLOWING OPERATIONS:
••FULLY AUTOMATIC
••AUTO TRANSFER/MANUAL RETURN
••FULLY MANUAL
4) PROVIDE “NOT IN AUTOMATIC” INDICATOR LIGHT.
TIE CIRCUIT A TIE CIRCUIT B
15 KV SWITCHES
SIDE A SIDE B
CIRCUIT 3 CIRCUIT 6
G R G R
G R G R
480 VOLT SUBSTATION
G R G R G R
W Y W
Y
SYSTEM MODE
B W
65000 65000
LOWER LEVEL
CONDUCTOR SIZES SHOWN ARE MINIMUM AND MAY BE LARGER
THAN THE MINIMUM SIZES REQUIRED BY NEC.
ENCLOSURE/: NEMA 4 WITH HINGED OUTER
PANEL WITH PLEXIGLAS WINDOWS AND
INNER OPERATOR PANEL WITH PIANO
HINGED COVER FOR ACCESS TO TERMINAL
BLOCKS. APPROXIMATELY 24"W X 36"H X
12"D .
PLEXIGLAS WINDOWS. LIGHTS AND
OPERATORS MOUNTED ON INNER PANEL.
3 POSITION SPRING RETURN LEVEL
OPERATOR WITH (2) NO CONTACT
BLOCKS, TYPICAL.
DOOR TO OPERATIONS SHALL HAVE HASP
& STAPLE (NOT SHOWN) FOR OWNER
FURNISHED PADLOCKS.
MAIN AND TIE BREAKERS ARE ELECTRICALLY OPERATED .
NAMEPLATE TO BE 1/16" THICK PLASTIC
LAMINATE. FACE SHALL BE WHITE,
ENGRAVED LETTERS SHALL BE BLACK.
SECURE NAMEPLATE TO SURFACES WITH
(2) FLAT HEAD BRASS SCREWS. ADHESIVE
CEMENT SHALL NOT BE ALLOWED.
LED INDICATOR. LAMP COLORS:
G = GREEN
R = RED
W =WHITE
B = BLUE
LED INDICATOR
LIGHTS SHALL BE
POWERED BY 15KV
CONTROL POWER CIRCUIT
FROM 15KV SWITCHES.
LIGHTS ARE POWERED BY
480V SUBSTATION
CONTROL POWER.
AUTO LIGHTS SHALL FLASH 1F
AUTO/MANUAL SWITCH IS IN
AUTO, BUT PLC HAS NOT
SWITCHED TO AUTO
THE 15KV MIMIC PANEL IS BASED ON SQUARE D 15KV
SWITCHES. IF OTHER MANUFACTURERS ARE
PROVIDED AN ALTERNATIVE MIMIC PANEL DESIGN
MAY BE REQUIRED AT THE CONTRACTORS EXPENSE.
(3) #4/0 AWG 15 KV & 1 4/0 AWG
600V IN 4" CONDUIT.
(3) #4/0 AWG 15 KV & 1 4/0 AWG
600V IN 4" CONDUIT.
(3) #4/0 AWG 15 KV & 1 4/0 AWG
600V IN 4" CONDUIT.
BUILDING METERING NOTES:
(3) #4/0 AWG 15 KV & 1 4/0 AWG
600V IN 4" CONDUIT.
(3) #4/0 AWG 15 KV & 1 4/0 AWG
600V IN EXISTING 4" CONDUIT.
(3) #4/0 AWG 15 KV & 1 4/0 AWG
600V IN EXISTING 4" CONDUIT.
CIRCUIT OR COMPONENT KEY NOTESEND USE LOAD POINTS
SWITCHGEAR
MAIN CIRCUIT LEFT SIDE TOTAL ENERGY KW
ELEVATOR #1 HVAC KW
PANEL DP4L2 TOTAL ENERGY KW
NOTES
PANELS
EQUIPMENT
DESIGNATION
KEY NOTES
A. --
BUILDING OPERATOR ELECTRICAL ENERGY
METER SCHEDULE
1. INCLUDE INSTRUMENT TRANSFORMERS WHERE REQUIRED. FOR CT RATIO, USE BREAKER SIZE, UNLESS
OTHERWISE NOTED.
PANEL M4L1 LTG KW
PANEL M4L2 LTG KW
PANEL M4G1 HVAC KW
PANEL M4G2 HVAC KW
PANEL DP4L1 REC KW
PANEL M441 HVAC KW
PANEL M442 HVAC KW
PANEL DP2G1 REC KW
PANEL P2L1 REC KW
PANEL SD4L1 HVAC KW
PANEL S2L1 REC KW
PANEL S2G2 REC KW
MAIN CIRCUIT RIGHT SIDE TOTAL ENERGY KW
SNOW MELT PANEL SM4G1 HVAC KW
PANEL DL4L1 LTG KW
SUBSTATION SEQUENCE OF OPERATION
SUBSTATION EQUIPMENT LAYOUT
SCALE: NONE
1
E601
1.
SUBSTATION MIMIC PANEL EQUIPMENT LAYOUT
SCALE: NONE
2
2.
E-601
A.
SPLICE CONDUCTORS TO
EXISTING IN MANHOLE.
SEE ENABLING PACKAGE
FOR DETAILS.
SPLICE CONDUCTORS TO
EXISTING IN MANHOLE.
SEE ENABLING PACKAGE
FOR DETAILS.
LSIG400A
LSIG400A
LSIG400A
LSIG400A
1600
1600
LSGE
TIE
LSIG 250A
LSIG 400A
1600
1600
MAIN
LSGE LSGE
1600 AMP BUS
VPI TRANSFORMER
480Y/277V SEC
13.8 KV PRIMARY
80/150/150 °C RISE
AA/AA/FA
5.75%Z MIN
VPI TRANSFORMER
480Y/277V SEC
13.8 KV PRIMARY
5.75%Z MIN
L.A.
15kV
L.A.
15kV
SPACE
1600 AMP BUS
400A
1600
1600
METERS
SPD
METERS
SPD
LSIG
LSIG400A
52-A 52-B
K-1
LSIG 400A
SPACE
K-1
K-1K-1
SPARE
CAMPUS
DISTRIBUTION
MANHOLE
MH P43
K-2 K-2
LSIG 400A
LSIG 400A
G
N
GROUND BAR
OTHER GROUND
POINTS, STEEL, ETC.
#4/0 CU AWG
G
N
MAIN
ATS-EB ATS-O1
SPARE
LSIG
750/1013/1350 kVA
80/150/150 °C RISE
AA/AA/FA
750/1013/1350 kVA
65E
65E
65E 65E
E1
E603
E3
E603
1.PROVIDE A METERING SYSTEM TO REPORT ENERGY (KWH) OF TOTAL ENERGY, LIGHTING,
MECHANICAL AND RECEPTACLE LOADS TO MEET ASHRAE 90.1- 2013 SECTION 8.4.3
ELECTRICAL ENERGY MONITORING REQUIREMENTS. THE SYSTEM SHALL BE WEB BASED BY
USE OF AN IP ADDRESS AND NOT REQUIRE ANY LOCAL COMPUTER SOFTWARE TO ACCESS
AND OPERATE THE SYSTEM. THE SYSTEM SHALL RECORD KWH AT 15 MINUTE INTERVALS AND
BE CAPABLE OF STORING THE DATA FOR 36 MONTHS BEFORE BEING PURGED. THE WEB
BASED SOFTWARE SHALL BE COMMISSIONED TO SEGREGATE LOADS INTO THE FOLLOWING:
2.THE SYSTEM SHALL BE COMMISSIONED TO REPORT EACH LOAD TYPE ON AN HOURLY, DAILY,
MONTHLY AND ANNUAL BASIS VIA SKYSPARK.
TOTAL ELECTRICAL ENERGY
HVAC SYSTEMS
INTERIOR LIGHTING
EXTERIOR LIGHTING
RECEPTACLE CIRCUITS
3.METERS SHALL BE COMPATIBLE WITH AND TIED INTO SMITH CAMPUS SKYSPARK METERING
SYSTEM.
PULL BOX
LSIG 400A
1
E601
2
E601
3
E601
4
E601
5
E601
6
E601
DP2L2 M4L1M4G1DL4L1 DP2G1DP4L1
7
E601
M441
CABLE VAULT
"A"
CAMPUS
DISTRIBUTION
MANHOLE
MH P42
SPARE
600A
SPARE
SPACE
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
N.T.S.4/5/2018 10:52:43 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E601
SERVICE ONE LINE DIAGRAM
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
TOTAL LOADS 1,201 KVA
NOTES:
100Y
400Y 400Y 400Y 400Y 400Y 400Y
L4G1
100Y
L411
L421
L431
L441
225Y
100Y
250Y
100Y
125Y250Y
100Y
125Y
125Y
225Y
800AF
800AT
SNOW
MELT PNL
L4L1
100Y
T8
T4
100Y
100Y250Y
100Y
100Y
100Y
100Y
250Y
M441
800Y
250Y
E732/E303 E734/E303 E734/E303 E734/E303 E734/E303
E732/E302 E734/E302 E734/E302 E734/E302 E734/E303
E732/E301 E733/E301 E733/E301 E733/E301 E733/E301
E731/E300G1
E732/E300G1
E732/E300G1
E733/E300G1
E733/E300G1 E733/E300G2E733/E300G1 E733/E300G1 E731/E300G2
E736/E300LL E731/E300LL E732/E300LL
E732/E300LL
E736/E300LL
E736/E300LL
E732/E304
E731/E304
E734/E304 E734/E304
6.6 6.624.2
60
7.8
100Y
100Y
125Y
125Y
100Y
T8
T5
E733/E301
100Y
225KVA
P212
DL4G1
M4L1
DP2G1
DP4L1
P211 P213
P222P221 P223
P232P231 P233
P242P241
P2G2P2G1P2G3 SM4G1
P2L1
M4G1
45KVA
DP2L2
P2G4
P214
P224
P234
DL4L1
M4G2
225KVA
75KVA
P215
LEVEL 3
LEVEL 4
ROOF
10000
35,000 35,000
35,000
35,000
35,000
35,000
35,000
22,000
35,000
10,00010,000 10,000
10,00010,000 10,000
10,00010,000 10,000
10,00010,000
22,00022,000 22,000 42,000
10,000
35,000
35,000 35,000
22,000
10,000
10,000
10,000
35,000
35,000
35,000
10,000
CTLR CTLRCTLR
CTLR
LEVEL 2
LEVEL 1
GROUND
LOWER LEVEL
ELEVATOR #1 ELEVATOR #3ELEVATOR #2
ELEVATOR #4
DENOTES THAT FEEDER IS OVERSIZED FOR VOLTAGE DROP. PROVIDE
REDUCERS AS REQUIRED AT TERMINATIONS.
KEY NOTES:
1
1
E601
2
E601
3
E601
SUBSTATION, REFER
TO DRAWING E601.
4
E601
5
E601
6
E601
MAIN SWITCHGEAR
NEILSON
2.ALL PANELS SHALL HAVE MAIN CIRCUIT BREAKER.
1.= AVAILABLE 3Φ FAULT CURRENT (RMS, SYM. AMPS).
NORMAL POWER LOAD SUMMARY
BUILDING LIGHTING (145 ksf @ 1.0 VA/SF) 145 KVA
BUILDING EM LIGHTING (145 ksf @ 0.2 VA/SF) 30 KVA
GENERAL POWER (145 ksf @ 2.0 VA/SF) 290 KVA
ELEVATOR (1 OPERATING @ 20HP) 20 KVA
MECHANICAL (LIBRARY AHU SUPPLY 80hp) 80 KVA
MECHANICAL (LIBRARY AHU RETURN 60hp) 60 KVA
MECHANICAL (SPECIAL COLLECTION AHU 40hp) 40 KVA
MECHANICAL (ALUMNI AHU 45hp) 45 KVA
MECHANICAL (HW PUMPS 2@50hp/1 RUN) 50 KVA
MECHANICAL (PCW 2@50hp/1 RUN) 50 KVA
MECHANICAL (SCW 2@50hp/1 RUN) 50 KVA
MECHANICAL (MISC FANS AND EQUIPMENT) 50 KVA
MECHANICAL (CONDENSATE PUMPS) 10 KVA
PLUMBING (SUMP PUMPS) 5 KVA
PLUMBING (EJECTOR PUMPS) 5 KVA
PLUMBING (WATER HEATERS) 20 KVA
SNOW MELT @ COURTYARD (3200 SF @ 30W/SF) 96 KVA
ATRIUM SMOKE EXHAUST SYSTEM (5@15hp) 75 KVA
ATRIUM MAKE UP AIR (CONTROLS & DOOR/WINDOW) 25 KVA
BAS PANELS 10 KVA
SECURITY EQUIPMENT 10 KVA
IT EQUIPMENT RACKS 30 KVA
IT ROOM COOLING 5 KVA
1
1
METER METER
METERMETER METER
METER
METER
DP2L2 M4L1
B
M4G1
B
DL4L1
A
DP2G1
B
DP4L1
AA
COURTYARD SNOW MELT PANEL. THE BASIS
OF DESIGN IS THE PENTAIR (RAYCHEM)
SMPG SNOW MELTING AND GUTTER
TRACING POWER DISTRIBUTION AND
CONTROL PANEL.
1
METER
METER
7
E601
M441
A
1
ELEVATOR POWER
MODULE (TYP)
FOR ELEVATORS
3/10 & 1/10 GND. - 3/4" C.
MOUNTED AT TOP OF SHAFT.
TYPICAL FOR FOUR ELEVATORS.
1
1
3/12 & 1/12
GND. - 3/4" C.
1
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
N.T.S.4/5/2018 10:52:50 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E602
NORMAL POWER RISER
DIAGRAM
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
T0T1T2T3
G N A B C
ATS EM
EM
K 1 K-1
PER NEC 700.3 (F) PROVIDE A GENERATOR DOCKING STATION
FOR A TEMPORARY GENERATOR CONNECTION TO SUPPORT
THE NEC 700 LOADS. THE DOCKING STATION SHALL HAVE A
BREAKER KEY INTERLOCKED WITH THE EMERGENCY ATS
BREAKER. DOCKING STATION SHALL BE PROVIDED WITH 100A,
CAM-TYPE RECEPTACLES AND PHASE ROTATION METER KNOPP
TYPE K-3-3. THE BREAKERS SHALL ALSO BE ELECTRICALLY
INTERLOCKED TO PREVENT INADVERTENT INTERCONNECTION
OF POWER SOURCES.
100AF
30AT
100AF
100AT
SB
A B C
A
B
C
PG
LOAD
BANK
150KW
PROVIDE 2#14
AWG-3/4"C FOR
LOAD DUMP SIGNAL
CONTROLS CONNECTION
BETWEEN PERMANENT
GENERATOR (PG) AND
BUILDING GENERATOR
SWITCHBOARD (GSB)
CONTROLS CONNECTION
BETWEEN PERMANENT
GENERATOR (PG) AND LOAD
BANK (LB)
CONTROLS CONNECTION
BETWEEN BUILDING
GENERATOR SWITCHBOARD
(GSB) AND TEMPORARY
EMERGENCY GENERATOR (TEG)
LOAD
BANK
TEMP
GEN
TRIPLE SWITCH GEN
CONNECTION
ATS-EB
T3
E2L1
ATS-O1
E4L1
E241
E411
E441
250Y
250Y
125Y
T4
S2L1SD4L1
125Y
400Y
S441
30KVA 45KVA
400Y250Y
UPSDP T211
100Y
T2G1
60Y
60Y
T2G2
60Y
T231
60Y
E735/E300LL E735/E300LL E735/E300LL E735/E300LL
E736/E300G1 E736/E300G1
E735/E301
E736/E301 E736/E301
E736/E303
E735/E304 E735/E304
E735/E304
3-8 AWG ; 1-10 AWG GND. - 3/4"C.
125Y
S221
E735/E302
T212
60Y
E736/E302
250Y
8' CLEARANCE FROM
COOLING AIR INLET
EXHAUST STACK
BY DIV 23
IN RATED
ENCLOSURE
300KW/375 kVA,
480Y/277V, PAD MOUNTED
GENERATOR IN SOUND
ATTENUATED
ENCLOSURE.
2 SETS OF (3-350 kcmil;
1-350 kcmil N; 1-1 AWG GND)DP2G1
200Y
WASHBURN
200Y
2 SETS OF (3-350 kcmil;
1-350 kcmil N; 1-1 AWG GND)
3-350 kcmil ; 1-350 kcmil
N; 1-4 AWG GND.
2 SETS OF (3-350 kcmil;
1-350 kcmil N; 1-1 AWG GND)
E101/E101
ENCLOSED CIRCUIT
BREAKER IN NEMA 4X
ENCLOSURE FOR
WASHBURN. BREAKER
SHALL BE SQUARE D
TYPE PG OR EQUAL.
250Y 400Y
CABLE VAULT
FUTURE
WASHBURN
NOT IN
CONTRACT.
DIAGRAM IS
SHOWN FOR
INTENT
ONLY.
LEVEL 3
LEVEL 4
ROOF
NOTES:
E1
E601
E3
E601
10000
35,000 10,000
10,000
35,000
35,000
35,000 10,000
35,000
10,000
35,000
10,000
10,000 10,000
10,000
10,000 10,000
35,000
10,000
LEVEL 2
LEVEL 1
GROUND
LOWER LEVELLOWER LEVEL
GROUND
PROVIDE 4" THICK CONCRETE HOUSEKEEPING PAD.
AUTOMATIC TRANSFER SWITCH SCHEDULE
INPUT
INVERTER
STATIC
SWITCH
RECTIFIER
C/B
UPS SYSTEM
NC
480V 3 IN, 208V 3 OUT
XFMR
BATTERY
CABINET
(10 MINS)
30kVA
NO
MAINTENANCE
BYPASS 100A
NC
NO
NC
TRIPLE SWITCH - 600A/4P,480V,3 ,4W IN NEMA-3R ENCLOSURE AS
MANUFACTURED BY ESL POWER SYSTEMS.
NO
EQUIPMENT SHALL HAVE ENCLOSURE RATED NEMA 3R OR HIGHER.NOTES:
BREAKER LOCATION
EMERGENCY SYSTEM BREAKER SELECTIVE COORDINATION TABLE
SQUARE D
TYPE COMMENTSSIZE
ENGINE START CIRCUIT MONITORING PER NEC 700:
1. THE ATS SHALL PROVIDE CONTINUOUS MONITORING OF THE ENTIRE REMOTE START
CIRCUIT. VISUAL AND AUDIBLE ANNUNCIATION OF GENERATOR MALFUNCTION SHALL BE
INITIATED IF THE INTEGRITY OF THE START CIRCUIT IS COMPROMISED.
2. THERE SHALL BE MINIMUM TIME DELAY (LESS THAN 5 SECONDS) IN ANNUNCIATION OF ANY
COMPROMISED CONDITION SUCH AS AN OPEN CIRCUIT OR A GROUND FAULT. A SYSTEM
WHICH ANNUNCIATES COMPROMISED CONDITIONS ONLY AFTER A GENERATOR START
SIGNAL IS INITIATED VIA A REDUNDANT PATH DOES NOT MEET THE INTENT OF THIS
SPECIFICATION.
3. THE DETECTION OF A COMPROMISED START CIRCUIT SHALL INITIATE AND LATCH THE
GENERATOR START CIRCUIT.
4. COORDINATE PLACEMENT OF REQUIRED COMPONENTS WITHIN THE GENERATOR
CONTROLS WITH THE SPECIFIED MANUFACTURERS.
DENOTES THAT FEEDER IS OVERSIZED FOR VOLTAGE DROP. PROVIDE
REDUCERS AS REQUIRED AT TERMINATIONS.
KEY NOTES:
1
NEILSON
2.ALL PANELS SHALL HAVE MAIN CIRCUIT BREAKER.
1.= AVAILABLE 3Φ FAULT CURRENT (RMS, SYM. AMPS).
3."M" ON BREAKERS DENOTES METERED DISTRIBUTION.
4."ST" ON BREAKERS DENOTES SHUNT TRIP.
GENERATOR SEQUENCE OF OPERATION:
1.THE GENERATOR SERVES THREE BRANCHES OF STANDBY POWER.
1. EMERGENCY NEC ARTICLE 700 LOADS (EGRESS LIGHTING, FIRE ALARM).
2. LEGALLY REQUIRED NEC ARTICLE 701 LOADS (STAIR AND ELEVATOR PRESS).
3. OPTIONAL STANDBY NEC ARTICLE 702 LOADS (OWNER SELECTED LOADS).
AT TIME “0” THE POWER SUDDENLY FAILS. THE ATS SENSES THE FAILURE, AND STARTS A
SHORT TIME DELAY CALLED “TIME DELAY START”. REFER TO ATS SCHEDULE FOR TIME
SETTINGS. THE INTENT OF THE TIME DELAY ON START IS TO MAKE SURE THAT THE
POWER REALLY HAS FAILED BEFORE STARTING THE GENERATOR SET.
2.
WHEN THE TIME DELAY ON START IS COMPLETED, THE ATS SENDS A SIGNAL TO THE GENSET
TO START. THE GENERATOR SET BEGINS TO CRANK, AND WHEN THE ENGINE STARTS, IT
ACCELERATES TO RATED FREQUENCY AND VOLTAGE BUILDS UP ON THE GENERATOR SET
OUTPUT. THE “TIME DELAY TO TRANSFER” IS PROVIDED TO ALLOW A SHORT PERIOD OF
TIME FOR THE GENERATOR SET TO STABILIZE BEFORE LOAD IS APPLIED. IF THE NORMAL
POWER
RETURNS BEFORE THE TRANSFER SWITCH GOES TO THE NEXT STEP, THE GENSET WILL RUN
FOR THE TIME NOTED IN THE ATS SCHEDULE TO ALLOW THE UNIT TO COOL OFF, AND THEN
SHUT DOWN. THE TRANSFER SWITCH WILL NOT PROCEED TO CONNECT POWER TO THE
GENSET WHEN NORMAL POWER IS AVAILABLE. UPON COMPLETION OF THE" TIME DELAY ON
TRANSFER", THE TRANSFER SWITCH NORMAL SOURCE CONTACTS OPEN. A VERY SHORT
PERIOD OF TIME LATER THE EMERGENCY SOURCE CONTACTS CLOSE, CONNECTING
GENERATOR SET POWER TO SYSTEM LOADS.
3.
ATSE AND ATSLR WILL TRANSFER AND PICK UP LOAD WITHIN 10 SECONDS.4.
6.
ATSO SERVES OPTIONAL STANDBY LOADS AND WILL TRANSFER AT THE TIME DELAY NOTED
IN THE ATS SCHEDULE.
5.
UPON RESTORATION OF NORMAL POWER, AFTER THE TIME DELAY NOTED IN THE ATS
SCHEDULE, THE TRANSFER SWITCH SHALL TRANSFER BACK TO ITS NORMAL POSITION.
THE GENERATOR SHALL OPERATE IN ITS COOL DOWN CYCLE WITH NO LOAD.
EMERGENCY LIGHTING (145 ksf @ 0.25 VA/SF)
FIRE ALARM SYSTEM
WASHBURN EM LIGHTING
WASHBURN FIRE ALARM SYSTEM
WASHBURN SPRINKLER COMPRESSOR
HUBBARD EM LIGHTING
HUBBARD FIRE ALARM SYSTEM
HUBBARD SPRINKLER COMPRESSOR\
GENERATOR LOAD CALC
GENERATOR SIZED AT 300 KW / 375 KVA
EMERGENCY (CODE REQUIRED)
OPTIONAL STANDBY LOADS (DIRECTED BY SMITH COLLEGE)
EMERGENCY (CODE REQUIRED)
OPTIONAL STANDBY LOADS
=
=
55 kVA
244 kVA
SUB TOTAL = 324 kVA
BOILERS (B-1, B-2, B-3)
CHILLED WATER PUMP (P-1)
HOT WATER PUMP (P-7)
SPECIAL COLLECTIONS HVAC (AHU-5)
SPECIAL COLLECTIONS HUMIDIFIER (EHU-4)
SUMP PUMPS
IT EQUIPMENT
IT ROOM COOLING
BAS PANELS
SECURITY SYSTEM
WASHBURN PUMPS
WASHBURN HOT WATER HEAT IGNITION
WASHBURN CARD READER
WASHBURN DOOR CONTROLS
WASHBURN SPRINKLER ELECTRIC BELL
HUBBARD PUMPS
HUBBARD HOT WATER HEAT IGNITION
HUBBARD CARD READER
HUBBARD DOOR CONTROLS
HUBBARD SPRINKLER ELECTRIC BELL
SUB TOTAL = 55 KVA
SUB TOTAL = 244 kVA
SPARE CAPACITY = 25 kVA
3 4
SPD
ALL BREAKERS IN THIS PANELBOARD SHALL BE ELECTRONIC TRIP.
ATS OVERSIZED TO MEET AVAILABLE FAULT CURRENT
EACH ATS SHALL BE PROVIDED WITH AN ADDITIONAL SET OF LUGS ON
THE LOAD SIDE BUS TO ACCOMMODATE TESTING LOAD BANKS.
3 4
SPD
SPD
SPD
SPD
1
METERMETER
1
NOTES:
EMERGENCY
FUNCTION
400A
VOLTAGE
480Y/277 4
POLES A
1S
TIME DELAY "S" SEC. "M" MIN
TIME DELAYS:
TIME DELAY START: BETWEEN LOSS OF NORMAL POWER AND TRANSFER TO EMERGENCY SOURCE
(ALLOWANCE FOR MOMENTARY INTERRUPTIONS)
A.
TIME DELAY TO TRANSFER: BETWEEN LOSS OF NORMAL POWER AND TRANSFER OF LOADS TO EMERGENCY
SOURCE (NOT TO EXCEED VALUE ABOVE).
B.
BETWEEN RESTORATION OF NORMAL POWER AND RETRANSFER FROM EMERGENCY BACK TO NORMAL.C.
B
8S
C
15MATS-EB
NAME RATING
AMP DURATION
(CYCLES)
OPTIONAL STAND-BY 400A480Y/277 4 3 1S 15S 15MATS-O1
1.
65kA
WCR
65kA
3
REFER TO TRANSFER SWITCH SPECIFICATION FOR ADDITIONAL INFORMATION.
TRANSITION
(OPEN OR
CLOSED)
OPEN
OPEN
BYPASS
YES
YES
STARTING FACTOR 1.15% = 48.6 kVA
TOTAL = 372.6 kVA
2
3
4
6
5
36 KVA
10 KVA
2 KVA
0.5 KVA
2 KVA
2 KVA
0.5 KVA
2 KVA
16.6 KVA
22.5 KVA
11.7 KVA
60.6 KVA
55 KVA
18 KVA
30 KVA
5 KVA
10 KVA
10 KVA
6 KVA
0.25 KVA
0.5 KVA
0.75 KVA
0.25 KVA
6 KVA
0.25 KVA
0.5 KVA
0.75 KVA
0.25 KVA
1
7
800AF/600ATTRIPLE SWITCH BREAKER FOR ATS-E
THE DESIGN IS BASED ON SQUARE D TO ESTABLISH STANDARDS OF QUALITY FOR MATERIALS AND
PERFORMANCE. THE NAMING OF A SPECIFIC CATALOG NUMBER DOES NOT WAIVE ANY REQUIREMENTS
FOR SELECTIVE COORDINATION.
OVERCURRENT PROTECTIVE DEVICES IN DISTRIBUTION EQUIPMENT ASSOCIATED WITH ARTICLES 700
OF NFPA 70 ARE REQUIRED TO BE SELECTIVELY COORDINATED. THE COORDINATION STUDY MUST
INCLUDE CONFIRMATION THAT EQUIPMENT PROVIDED SERVING THOSE SYSTEMS ARE SELECTIVELY
COORDINATED IN ACCORDANCE WITH NFPA 70.
1.
2.
PG BASED ON SQUARE D SELECTIVE
COORD. BULLETIN 0100DB0501
MAIN BREAKER IN PANEL E2L1 100AF/100AT HD
250AF/250ATBREAKER AT GSB FOR ATS-E PG
100AF/60ATBREAKER IN E4L1 FOR 30KVA XFMR EGB
BRANCH CIRCUIT BREAKERS AT 277 VOLT 20AF/20AT EGB
BRANCH CIRCUIT BREAKERS AT 120 VOLT 20AF/20AT QO
BASED ON SQUARE D SELECTIVE
COORD. BULLETIN 0100DB0501
BASED ON SQUARE D SELECTIVE
COORD. BULLETIN 0100DB0501
BASED ON SQUARE D SELECTIVE
COORD. BULLETIN 0100DB0501
BASED ON SQUARE D SELECTIVE
COORD. BULLETIN 0100DB0902
BASED ON SQUARE D SELECTIVE
COORD. BULLETIN 0100DB0902
SPD
LSI
800AF
250AT
LSI
GSB 800A, 480Y/277V, 3Φ, 4-WIRE, 35,000 AIC
SWITCHBOARD WITH INDIVIDUAL BARRIERED
SECTIONS ALL BREAKERS SHALL BE SQUARE
D TYPE PG WITH ELECTRONIC TRIP
LSI
800AF
400AT
LSI
800AF
100AT
800AF
100AT
(1) 2" CONDUIT TO CONTAIN THE FOLLOWING CABLES :
•PROVIDE 2#10AWG FOR EMERGENCY ATS-E START SIGNAL
•PROVIDE 2#10AWG FOR EMERGENCY WASHBURN START SIGNAL
•PROVIDE 2#10AWG FOR EMERGENCY HUBBARD START SIGNAL
•PROVIDE 4#10AWG FOR SPARE.
(1) 2" CONDUIT TO CONTAIN THE FOLLOWING CABLES :
•PROVIDE 2#10AWG FOR STANDBY ATS-O1 START SIGNAL
•PROVIDE 2#10AWG FOR STANDBY WASHBURN START SIGNAL
•PROVIDE 2#10AWG FOR STANDBY HUBBARD START SIGNAL
•PROVIDE 4#10AWG FOR SPARE.
(1) 2" CONDUIT TO CONTAIN THE FOLLOWING CABLES :
•PROVIDE 2#10AWG FOR ESTOP SIGNAL.
•PROVIDE 2#10AWG BATTERY POWER FOR GENERATOR REMOTE
ANNUNCIATOR IN LIBRARY.
•PROVIDE 2#10AWG BATTERY POWER FOR GENERATOR REMOTE
ANNUNCIATOR IN WASHBURN.
•PROVIDE 2#10AWG BATTERY POWER FOR GENERATOR REMOTE
ANNUNCIATOR IN HUBBARD.
•PROVIDE RS-485 COMMUNICATIONS FOR GENERATOR REMOTE
ANNUNCIATOR IN LIBRARY.
(1) BELDEN 3105 RS-485 CABLE.
•PROVIDE RS-485 COMMUNICATIONS FOR GENERATOR REMOTE
ANNUNCIATOR IN WASHBURN.(1) BELDEN 3105 RS-485 CABLE.
•PROVIDE RS-485 COMMUNICATIONS FOR GENERATOR REMOTE
ANNUNCIATOR IN HUBBARD.
(1) BELDEN 3105 RS-485 CABLE.
•PROVIDE 6#10AWG FOR SPARE.CONTROL6
11
SPARE SPARE
7
7
7
TRIPLE SWITCH CONTROLS
NEC 702
STANDBY
NEC 700
EMERGENCY
800AF
100AT
8
8
1
1
1
1
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
N.T.S.4/5/2018 10:52:59 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E603
EMERGENCY POWER RISER
DIAGRAM
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
2 Date 5 (NEXT ADDENDUM)
SCALE:
SCALE:
SCALE:
EQUIPMENT
RACKFRONT OFRACKGENERAL NOTES:
KEYED NOTES:
TELECOMMUNICATIONS GROUND BUS DETAIL (TMGB) & (TGB)2
NONE
BUILDING SYSTEM GROUND BUS DETAIL (MGB) & (SGB)1
NONE
TYPICAL OVERHEAD SUPPLEMENTAL GROUND BUS DETAIL3
NONE
FILE: ED800201
15 12
20 12
40 10
60 10
100 8
30 10
200 6
300 4
400 3
500 2
600 1
800 1/0
1000 2/0
1200 3/0
1600 4/0
2000 250
2500 350
3000 400
4000 500
2 OR SMALLER 8
1 OR 1/0 6
2
1/0
2/0
2/0 OR 3/0 4
OVER 1100 3/0
RATING OR SETTING OF
OVERCURRENT DEVICE
IN CIRCUIT AHEAD OF
EQUIPMENT. NOT
EXCEEDING (AMPERES)
MINIMUM SIZE COPPER
EQUIPMENT
GROUNDING
CONDUCTORS FOR
GROUNDING RACEWAY
AND EQUIPMENT
SIZE OF LARGEST
UNGROUNDED COPPER
SERVICE-ENTRANCE
CONDUCTOR OR
EQUIVALENT AREA FOR
PARALLEL CONDUCTORS
( AWG/ kCMIL)
SIZE OF COPPER
GROUNDING
ELECTRODE
CONDUCTOR
( AWG/ kCMIL)
OVER 3/0 THROUGH 350
OVER 350 THROUGH
360
OVER 600 THROUGH
1100
EQUIPMENT GROUNDING
CONDUCTORS
(BASED ON NEC TABLE 250.122 )
GROUNDED ELECTRODE CONDUCTOR
FOR ALTERNATING-CURRENT SYSTEMS. (BASED ON NEC TABLE 250.66 )
2 OR SMALLER 8
1 OR 1/0 6
2
1/0
2/0
2/0 OR 3/0 4
OVER 1100 3/0
SIZE OF LARGEST
UNGROUNDED COPPER
SERVICE-ENTRANCE
CONDUCTOR OR
EQUIVALENT AREA FOR
PARALLEL CONDUCTORS
( AWG/ kCMIL)
SIZE OF
COPPER
GROUNDING
ELECTRODE
CONDUCTOR
( AWG/ kCMIL)
OVER 3/0 THROUGH 350
OVER 350 THROUGH
600
OVER 600 THROUGH
1100
GROUNDED ELECTRODE CONDUCTOR
FOR ALTERNATING-CURRENT SYSTEMS. (BASED ON NEC
TABLE 250.66 )
LIGHTNING PROTECTION GROUND ROD. REFER TO
LIGHTING PROTECTION SUPPLIER FOR QUANTITY.
"MAIN GROUND ELECTRODE GROUND BAR" LOCATED IN
MAIN ELECTRIC ROOM. REFER TO DEF DRAWING E-401.
MAKE CONNECTIONS TO THE GROUND ELECTRODE
CONDUCTOR USING IRREVERSIBLE CONNECTORS OR
EXOTHERMIC WELDS. MAKE OTHER CONNECTIONS TO
THE GROUND BAR USING TWO-HOLE COMPRESSION
SPADE LUGS THAT MEET IEEE 837 REQUIREMENTS.
LABEL EACH CONNECTION TO THE GROUND BAR.
UNDERGROUND METAL WATER PIPE (WITHIN 5' OF
ENTRANCE & PRIOR TO ANY VALVE)
A)
OTHER METAL PIPINGB)
MADE ELECTRODEC)
GROUNDING ELECTRODE CONDUCTOR SHALL BE
ROUTED TO THE CLOSEST AVAILABLE ELECTRODE. (IN
ORDER OF PREFERENCE)
WHEN CONDUIT IS USED IT SHALL BE BONDED AT BOTH
ENDS. RUN GROUNDING ELECTRODE PER NEC ARTICLE
250.30.
WATER PIPE
SUPPLEMENTAL GROUND BUSA)
B)
BOND FOUNDATION REBAR TO THE BUILDING GROUND
LOOP. USE COMPRESSION CONNECTORS THAT MEET
IEEE 837 REQUIREMENTS OR USE EXOTHERMIC WELDS.
GROUNDING ELECTRODE CONDUCTOR, SIZED BASED
ON NEC TABLE 250-66 USING THE SERVICE PHASE
CONDUCTOR SIZE. BUILDING GROUNDING ELECTRODE
SYSTEM SHALL INCLUDE ALL AVAILABLE POINTS.
INSTALL EQUIPMENT GROUNDING CONDUCTOR SIZED
BASED ON NEC TABLE 250-122 USING THE FEEDER
OVERCURRENT DEVICE SIZE.
GROUNDING ELECTRODE CONDUCTOR INSTALLED
WITHOUT CONDUIT (USE CONDUIT FOR PHYSICAL
PROTECTION WHEN APPROPRIATE) NEC 250-92.
INSTALL SYSTEM BONDING JUMPER WIRE THAT IS
SIZED BASED ON NEC TABLE 250-66 PER NEC SECTION
250.30(A)(1) USING THE SEPARATELY-DERIVED SYSTEM
PHASE CONDUCTOR SIZE.
INSTALL IRREVERSIBLE COMPRESSION CONNECTOR
WITH TAMPER- PROOF HARDWARE OR INSTALL
EXOTHERMIC WELD.
INSTALL A COPPER GROUNDING BAR IN EACH
TELECOMMUNICATIONS ROOM. CONNECT TO THE
"MAIN GROUNDING ELECTRODE GROUND BAR" USING
600V INSULATED #4/0 COPPER CABLE AND
COMPRESSION SPADE LUGS.
EQUIPMENT GROUNDING CONDUCTOR THAT IS SIZED
BASED ON NEC TABLE 250-122 USING THE SEPARATELY
DERIVED SYSTEM OVERCURRENT DEVICE SIZE.
NEUTRAL CONDUCTOR THAT IS NOT LESS THAN THE
PHASE CONDUCTOR AMPACITY.
BONDING CONDUCTOR, SIZED BASED ON NEC TABLE
250-66 USING THE SERVICE PHASE CONDUCTOR SIZE.
INSTALL BONDING JUMPER FROM GROUND BUSHING
TO GROUND BUS SIZED PER NEC SECTION 250.102(D)
OVERSIZED NEUTRAL CONDUCTOR.
MADE ELECTRODE BONDED AT
SERVICE
C)
CONDUCTOR SIZES SHOWN ARE MINIMUM AND MAY BE
LARGER THAN THE MINIMUM SIZES REQUIRED BY NEC.
PHASE CONDUCTORS HAVE BEEN OMITTED FOR
CLARITY.
INSTALL GROUNDING CONNECTIONS TO BUILDING
STRUCTURE AND WATER PIPES AT MAIN SPRINKLER
PIPING LOCATIONS THAT ARE VISIBLE AND ACCESSIBLE
FOR INSPECTION, MAINTENANCE, AND TESTING.
INSTALL AN INSULATED THROAT GROUNDING BUSHING
ON EACH METALLIC SERVICE ENTRANCE CONDUIT.
BOND TO GROUND BUS USING CONDUCTOR THAT IS
SIZED BASED ON NEC TABLE 250-66 USING THE
SERVICE PHASE CONDUCTOR SIZE.
INSTALL AN INSULATED THROAT GROUNDING BUSHING
ON EACH METALLIC FEEDER CONDUIT. BOND TO
GROUND BUS USING CONDUCTOR THAT IS SIZED
BASED ON NEC TABLE 250-122 USING THE FEEDER
CIRCUIT OVERCURRENT DEVICE SIZE OR THE
SEPARATELY DERIVED SYSTEM OVERCURRENT DEVICE
SIZE.
SYSTEMS TO BE BONDED INCLUDE, BUT ARE NOT
LIMITED TO
A)
B)
C)
D)
E)
INTERIOR METAL WATER PIPE.
TELEPHONE SERVICE.
ANTENNAS.
INTERIOR METALLIC GAS PIPE.
OTHER METAL INTERIOR PIPING.
ALL GROUNDED (NEUTRAL) AND EQUIPMENT
GROUNDING CONDUCTOR SIZES ARE SHOWN ON
RISERS.
DRAWINGS REFLECT 2017 EDITION OF NATIONAL
ELECTRIC CODE.
F)MAIN SPRINKLER SYSTEM PIPING
ALL CABLE TRAY, LADDER RACK AND EQUIPMENT
RACKS/CABINETS WITHIN THE TELECOM ROOMS SHALL
BE GROUNDED/BONDED TOGETHER WITH BARE #6 AWG
AND THEN BONDED/GROUNDED WITH BARE #6 AWG TO
THE GROUNDING BUSBAR WITHIN THE ROOM.
BOND THE LIGHTNING PROTECTION SYSTEM
GROUNDING COUNTERPOISE TO THE MAIN GROUND
ELECTRODE GROUND BAR. USE #4/0 AWG COPPER
CABLE WITH 600 VOLT INSULATION. AT THE
UNDERGROUND CONNECTION USE A COMPRESSION
CONNECTOR THAT MEETS IEEE 837 REQUIREMENTS OR
USE AN EXOTHERMIC WELD.
CONCRETE ENCASED ELECTRODE PER NEC 250.52(A)
(3). MINIMUM OF 20 FEET OF #4/0 AWG COPPER
ENCASED IN CONCRETE FOOTING.
G)CAMPUS CHILLED WATER.
H)CAMPUS HOT WATER
GROUND ROD. 3/4"X10' LONG COPPER CLAD.
20'-0"
(TYP. 3 SIDES)
4/0 AWG BARE COPPER GROUND CONDUCTOR.
GROUNDED (NEUTRAL) CONDUCTOR CONNECTED TO THE
EQUIPMENT GROUNDING TERMINAL BUS AS PERMITTED BY
NEC 250.24 (A) (4).
PROVIDE ENGRAVED NAMEPLATE ON ALL GROUND CABLE CONNECTIONS AT THE BUS BAR AND AFFIX WITH
WIRE TIES. NAMEPLATE TO STATE WHERE THE GROUND WIRE TERMINATES.
NOTES:
LEVEL 1
GROUND NEUTRAL
GROUND
TRANSFORMER
RACEWAY
BONDING
DEVICE
(TYPICAL)GROUND
TELECOMMUNICATIONS
ROOM
#4/0 W/ 60OV INSULATION
GROUND
PANELBOARD
NEUTRAL
GROUND
480Y/277 VOLT
NEUTRAL
NEUTRAL PANELBOARD
NEUTRAL (GROUNDED
CONDUCTOR)
480Y/277 VOLT
GAS PIPE AND OTHER
METAL PIPING SYSTEMS
IN AND ON THE STRUCTURE
TELECOMMUNICATION
MAIN GROUND BAR.
REFER TO DETAIL
ON DWG. E-701,
TYPICAL.
#4/0 60OV INSULATED
GROUND WIRE TO EACH
TEL/DATA ROOM.
15
15
8
3
3
16
16
3
4 14
16
16
143
13
5 16
4
16
16
16
208Y/120 VOLT PANELBOARD
WITH FIRST OVERCURRENT
DEVICE FOR SEPARATELY
DERIVED SYSTEM
GROUND BUS IN ELECTRICAL ROOM.
REFER TO DETAIL ON THIS DRAWING
FOR ADDITIONAL INFORMATION.
TYPICAL ELECTRICAL ROOM
METAL WATER PIPE WITHIN 5 FT
OF ENTRANCE. REFER TO
SCHEDULE AT LEFT FOR PIPE
QUANTITIES AND LOCATIONS.
REFER TO PLUMBING DRAWINGS
FOR FURTHER INFORMATION.
1
2
3
5
4
6
7
16
17
15
14
13
12
10
11
9
8
2.
3.
4.
5.
6.
7.
1.
2
10
LIGHTNING PROTECTION DOWN
CONDUCTOR. REFER TO
SPECIFICATION ON DWG. E4.02.
LIGHTNING PROTECTION
SYSTEM REFER TO
SPECIFICATION .
18
18
9
19
7
CONCRETE
ENCASED ELECTRODE
6
20
6
20
DEVICE
RACEWAY BONDING
UNIT SUBSTATION
MAIN
NEUTRAL
1
16
GROUND
GROUNDGROUND5
15
15
16
MEDIUM VOLTAGE FEEDER
13
TYPICAL TELECOM ROOM
TELECOM IT (MDF) ROOM
ELECTRICAL ROOM
TGB
TMGB
3
3
5
2
GENERATOR
LOWER LEVEL
ROOF
EQUIPMENT RACKS
CABLE/LADDER TRAY10
TO EQUIPMENT
RACK, REFER TO
DETAIL BELOW.
1 GROUNDING DIAGRAM
SCALE: NONE
TO BUILDING SYSTEM
GROUND BUS
208/120 VOLT
SUB-PANEL
BUILDING
SUPPLEMENTAL
GROUND ROD
TRIAD
NLOAD
NEUTRAL
(GROUNDED
CONDUCTOR)
NEUTRAL
(GROUNDED
CONDUCTOR)
NEUTRAL
(GROUNDED
CONDUCTOR)
TYPICAL
ATS
N
SEPARATELY DERIVED
GENERATOR SYSTEM
2.
NOTES:
FRONT ELEVATION
A
A
REFER TO GROUNDING SYSTEM DIAGRAM FOR ADDITIONAL INFORMATION.
FRONT ELEVATION
1.
NOTES:
A
A
SECTION "A-A"
1/4"
1.
4"
RED STANDOFF INSULATOR,
POLYESTER/FIBERGLASS.
3/8" MOUNTING BOLT.
STAINLESS STEEL
MOUNTING BRACKET,
1" OFFSET.
1/4" x 2" x 24" LONG COPPER
GROUND BUS. MOUNTED TO
WALL WITH INSULATORS. HARGER #GBI1422ON
WALL ANCHOR
SUITABLE FOR WALL
CONSTRUCTION
(TYPICAL).
EXOTHERMIC WELD
CONNECTION, (TYPICAL).
INSULATED COPPER
GROUNDING CONDUCTOR.
BARE COPPER
GROUNDING
CONDUCTOR.
INSULATED GROUNDING
CONDUCTOR IN CONDUIT.
SEE BUILDING GROUNDING
DETAIL FOR ADDITIONAL
INFORMATION.GROUNDING
BUSHING ON METAL
CONDUIT, TYPICAL.
BONDING
CONDUCTOR SIZED
TO THE LARGEST
GROUND CONDUCTOR
IN GROUP (TYPICAL)
SECTION "A-A"
1/4"
4"
RED STANDOFF INSULATOR,
POLYESTER/FIBERGLASS.
3/8" MOUNTING BOLT.
STAINLESS STEEL
MOUNTING
BRACKET, 1"
OFFSET.
WALL ANCHOR
SUITABLE FOR WALL
CONSTRUCTION
(TYPICAL).
BOND TO BUILDING STEEL
TO TEL/COMM. ROOM
EQUIPMENT GROUND
BUS ON LEVEL ABOVE.
GROUND CONNECTION FOR
EQUIPMENT. COMPRESSION LUG
BOLTS, WIRE etc. BY EQUIPMENT
INSTALLER.
1/4" x 4" x 24" COPPER GROUND BUS WITH (27)
SETS OF 5/16" HOLES AND (3) SETS OF 7/16"
HOLES. CHATSWORTH PRODUCTS #40153-020,
HARGER #GBI14420TMGB OR APPROVED EQUAL.
REFER TO GROUNDING SYSTEM DIAGRAM FOR ADDITIONAL INFORMATION.
ADDITIONAL GROUND CONNECTIONS MAY BE BY TELECOMMUNICATIONS EQUIPMENT
INSTALLER.
2.WATERSERVICE GNDSEE NOTE 2
3.
2.
WORK SHALL MEET REQUIREMENTS OF NEC ARTICLES 250 & 318.1.
SUPPLEMENTAL
GROUND BUS REFER
TO DETAIL 2.
ALL GROUND WIRES SHALL BE RUN IN A NEAT MANNER PERPENDICULAR TO EQUIPMENT AND STRUCTURE.
PROVIDE SUPPORT CLIPS AS REQUIRED.
PROVIDE GROUNDING CLAMPS AND LUGS AT ALL CONDUCTOR TERMINATIONS USING MECHANICAL OR
EXOTHERMIC CONNECTIONS.
2" x 1/8" GROUND BUS RUN CONTINUOS
OVER EQUIPMENT RACKS AND
SECURED TO UNISTRUT. PROVIDE RED
STANDOFF INSULATORS AS INDICATED
IN DETAIL 1.
OVERHEAD UNISTRUT
SUPPORT fOR CABLE
TRAY.
#4 AWG INSULATED 600
VOLT COPPER GROUND
CABLE RUN OVERHEAD IN
CONDUIT.
#6 AWG INSULATED
COPPER GROUND
CONDUCTOR
CONNECTED TO
EQUIPMENT RACK
GROUND POINT.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
N.T.S.4/5/2018 10:53:06 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E604
GROUNDING ONE LINE
DIAGRAM
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
TO NORMAL 3PHASE 4WIRE
DISTRIBUTION PANEL
CONTRACTOR TO PROVIDE (1) 3P BREAKER.
5 #12AWG
SYSTEM ID:
CONCEPT DRAWING NOTES:
CONTROL SYSTEM DRAWING IS PROVIDED FOR CONCEPTUAL PURPOSES ONLY AND IS NOT
INTENDED FOR CONSTRUCTION. EXACT EQUIPMENT REQUIREMENTS, INCLUDING LOCATIONS
AND QUANTITIES, SHOULD BE VERIFIED IN ACCORDANCE WITH THE MOST UP-TO-DATE
LIGHTING/ELECTRICAL REFLECTED CEILING PLANS, LIGHTING FIXTURE SCHEDULES, PANEL
SCHEDULES, CONTROL INTENT AND SPECIFICATIONS. SHADE EQUIPMENT SHOULD BE VERIFIED
IN ACCORDANCE WITH ARCHITECTURAL PLANS, SPECIFICATIONS AND WINDOW
SCHEDULES/DETAILS.
LED DIMMING REQUIRES AN EXACT MATCH BETWEEN THE LED ARRAY, DRIVER AND CONTROL.
LUTRON CANNOT GUARANTEE COMPATIBILITY OR PERFORMANCE WITHOUT TESTING THIS
COMBINATION.
TO CONFIRM WHAT PRODUCTS LUTRON HAS AVAILABLE OR WHAT INTERFACES MAY BE
REQUIRED, CALL 1-877-DIM-LED8 OR CHECK LUTRON'S PRODUCT COMPATIBILITY MATRIX ON-LINE
AT WWW.LUTRON.COM/LED.
TO REQUEST THE TESTING OF AN LED PRODUCT BY LUTRON MANUFACTURERS CAN FILL OUT AN
LED EVALUATION REQUEST FORM ON-LINE AT WWW.LUTRON.COM/LED OR CONTACT
LEDS@LUTRON.COM.
LUTRON CAN GUARANTEE COMPATIBILITY AND PERFORMANCE OF LUTRON HI-LUME A-SERIES
LED DRIVERS USED WITH APPROPRIATE LUTRON CONTROLS. THE HI-LUME A-SERIES LED DRIVER
CAN BE USED ON PRODUCTS UNDER 40 WATTS WITH SUITABLE MOUNTING LOCATIONS. PLEASE
REFER TO THE SPECIFICATION SUBMITTAL SHEET FOR FURTHER INFORMATION.
IF USING UNTESTED, NON-LUTRON LED DRIVERS REQUIRING 0-10V CONTROL, PERFORMANCE
AND COMPATIBILITY CANNOT BE GUARANTEED BY LUTRON. PRODUCTS FOLLOWING THE IEC
STANDARD 60929 ARE MORE LIKELY TO PROVIDE ACCEPTABLE PERFORMANCE RESULTS.
DETERMINATION OF RESULT ACCEPTABILITY IS UP TO THE USER'S DISCRETION.
IF USING UNTESTED, NON-LUTRON LED DRIVERS REQUIRING PHASE CONTROL, PERFORMANCE
AND COMPATIBILITY CANNOT BE GUARANTEED BY LUTRON. A-SERIES OR ELV PRODUCTS
PROVIDING HIGH END AND LOW END TRIM ADJUSTMENTS ARE MORE LIKELY TO PROVIDE
ACCEPTABLE PERFORMANCE RESULTS. DETERMINATION OF RESULT ACCEPTABILITY IS UP TO
THE USER'S DISCRETION.
QSM#
LUTRON
RS232 WIRING
CAT5 CABLE
OR
TO PC OR DIGITAL
AV EQUIPMENT BY OTHERS
TO PC OR DIGITAL
AV EQUIPMENT BY OTHERS
MAXIMUM OF 2 TELNET CONNECTIONS
TO EACH INTERFACE VIA ETHERNET
E
LINK:
LINK:
120V-240V
DEDICATED
NORMAL/EMERGENCY
INPUT FEED
TO NORMAL 3PHASE 4WIRE
DISTRIBUTION PANEL
CONTRACTOR TO PROVIDE (1) 3P BREAKER.
5 #12AWG
QSM#
LUTRON
RS232 WIRING
CAT5 CABLE
OR
TO PC OR DIGITAL
AV EQUIPMENT BY OTHERS
TO PC OR DIGITAL
AV EQUIPMENT BY OTHERS
MAXIMUM OF 2 TELNET CONNECTIONS
TO EACH INTERFACE VIA ETHERNET
E
LINK:
LINK:
120V-240V
DEDICATED
NORMAL/EMERGENCY
INPUT FEED
TO NORMAL 3PHASE 4WIRE
DISTRIBUTION PANEL
CONTRACTOR TO PROVIDE (1) 3P BREAKER.
5 #12AWG
QSM#
LUTRON
RS232 WIRING
CAT5 CABLE
OR
TO PC OR DIGITAL
AV EQUIPMENT BY OTHERS
TO PC OR DIGITAL
AV EQUIPMENT BY OTHERS
MAXIMUM OF 2 TELNET CONNECTIONS
TO EACH INTERFACE VIA ETHERNET
277V, NORMAL/EMERGENCY
FEED-THROUGH CIRCUITS
(TYPICAL OF X CIRCUITS)
277V, NORMAL/EMERGENCY
FEED-THROUGH CIRCUITS
(TYPICAL OF X CIRCUITS)
277V, NORMAL/EMERGENCY
FEED-THROUGH CIRCUITS
(TYPICAL OF X CIRCUITS)
277V, NORMAL
FEED-THROUGH CIRCUITS
(TYPICAL OF X CIRCUITS)
277V, NORMAL
FEED-THROUGH CIRCUITS
(TYPICAL OF X CIRCUITS)
277V, NORMAL
FEED-THROUGH CIRCUITS
(TYPICAL OF X CIRCUITS)
277V, NORMAL
FEED-THROUGH CIRCUITS
(TYPICAL OF X CIRCUITS)
277V, NORMAL
FEED-THROUGH CIRCUITS
(TYPICAL OF X CIRCUITS)
277V, NORMAL
FEED-THROUGH CIRCUITS
(TYPICAL OF X CIRCUITS)
14 # 18 AWG
MAXIMUM
14 # 18 AWG
MAXIMUM
14 # 18 AWGMAXIMUM
277V, NORMAL
FEED-THROUGH CIRCUITS
(TYPICAL OF X CIRCUITS)
LCP-GCLCP-GB
LCP-1CLCP-1B
LCP-2C
LCP-GA
LCP-1A
LCP-2B
LCP-GD
LCP-2A
ADDRESS: XADDRESS: X
ADDRESS: XADDRESS: X
ADDRESS: X
ADDRESS: X
ADDRESS: X
ADDRESS: X
ADDRESS: X
ADDRESS: X
#
#
#
LOCATION TBD
LOCATION TBD
LOCATION TBDLOCATION TBDLOCATION TBD
LOCATION TBD
LOCATION TBD LOCATION TBD LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION: TBD
LOCATION TBD
LOCATION TBDLOCATION TBD
LOCATION TBD
LOCATION TBD LOCATION TBD LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION: TBD
LOCATION TBD
LOCATION TBDLOCATION TBD
LOCATION TBD
LOCATION TBD LOCATION TBD LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION: TBD
LOCATION TBD
*REQUIRED FOR SYSTEM START-UP: AN OUTLET MUST BE INSTALLED
WITHIN 6FT (1.8m) OF THE PANEL. OUTLET SHOULD NOT BE ON THE
SAME CIRCUIT AS THE PANEL
EMERGENCY LIGHTING
INTERFACE
7.75"[197mm] (H) X 4"[102mm] (W)
X 2.5"[63,5mm] (D)
ELECTRONIC SHADE DRIVE UNIT
SIVOIA QS SMART PANEL
18"[457mm] (H) X 10.86"[276mm] (W)
X 4.16"[106mm] (D)
3-BUTTON/3-BUTTON
WALLSTATION
(1 GANG US BACKBOX BY OTHERS)
5-BUTTON SCENE
SELECT WITH RAISE/LOWER
(1 GANG US BACKBOX BY OTHERS)
CUSTOM XP SOFTSWITCH PANEL
DIMENSIONS:
63"(H) X 24"(W) X 6"(D)
434MHZ WIRELESS
DAYLIGHT SENSOR
1.6"[40,6mm] (DIA) X 0.7"[17,8mm] (D)
MAX 10 PER QSM
*DEVICE IS SURFACE-MOUNTED AND
BATTERY POWERED, DOES NOT
REQUIRE POWER FEED
434MHZ WIRELESS
OCCUPANCY/VACANCY SENSOR
3.57"[90,7mm] (DIA) X 1.13"[28,7mm] (D)
MAX 10 PER QSM
*DEVICE IS SURFACE-MOUNTED AND
BATTERY POWERED, DOES NOT
REQUIRE POWER FEED
(OPTION:WITH L-CRMK-WH
RECESS MOUNT KIT FOR
NON-METALLIC CEILINGS)
434MHZ WIRELESS
VACANCY SENSOR
3.57"[90,7mm] (DIA) X 1.13"[28,7mm] (D)
MAX 10 PER QSM
*DEVICE IS SURFACE-MOUNTED AND
BATTERY POWERED, DOES NOT
REQUIRE POWER FEED
(OPTION:WITH L-CRMK-WH
RECESS MOUNT KIT FOR
NON-METALLIC CEILINGS)
QUANTUM SENSOR MODULE (QSM)
WITH (4) UNIVERSAL WIRED INPUTS
AND 434MHZ WIRELESS RECEIVER
60'[18.29m] RADIUS RF COVERAGE
(30'[9.14m] THROUGH WALLS)
4.04"[102.6mm] (DIA) X 1.17"[29.7mm] (D)
ETHERNET TCP/IP
COMMUNICATION INTERFACE
CUSTOM XP SOFTSWITCH PANEL
DIMENSIONS:
63"(H) X 24"(W) X 6"(D)
QUANTUM LIGHT MANAGEMENT HUB
CONTAINING (1) QUANTUM PROCESSOR
WITH 2 CONFIGURABLE LINKS
ENCLOSURE DIMENSIONS (mm):
11.25"[286mm] (H) X 7.50"[191mm]) (W)
X 3.16"[80mm] (D)
*REQUIRED FOR SYSTEM START-UP: AN OUTLET MUST BE INSTALLED
WITHIN 6FT (1.8m) OF THE PANEL. OUTLET SHOULD NOT BE ON THE
SAME CIRCUIT AS THE PANEL
EMERGENCY LIGHTING
INTERFACE
7.75"[197mm] (H) X 4"[102mm] (W)
X 2.5"[63,5mm] (D)
3-BUTTON/3-BUTTON
WALLSTATION
(1 GANG US BACKBOX BY OTHERS)
5-BUTTON SCENE
SELECT WITH RAISE/LOWER
(1 GANG US BACKBOX BY OTHERS)
CUSTOM XP SOFTSWITCH PANEL
DIMENSIONS:
63"(H) X 24"(W) X 6"(D)
434MHZ WIRELESS
DAYLIGHT SENSOR
1.6"[40,6mm] (DIA) X 0.7"[17,8mm] (D)
MAX 10 PER QSM
*DEVICE IS SURFACE-MOUNTED AND
BATTERY POWERED, DOES NOT
REQUIRE POWER FEED
434MHZ WIRELESS
OCCUPANCY/VACANCY SENSOR
3.57"[90,7mm] (DIA) X 1.13"[28,7mm] (D)
MAX 10 PER QSM
*DEVICE IS SURFACE-MOUNTED AND
BATTERY POWERED, DOES NOT
REQUIRE POWER FEED
(OPTION:WITH L-CRMK-WH
RECESS MOUNT KIT FOR
NON-METALLIC CEILINGS)
434MHZ WIRELESS
VACANCY SENSOR
3.57"[90,7mm] (DIA) X 1.13"[28,7mm] (D)
MAX 10 PER QSM
*DEVICE IS SURFACE-MOUNTED AND
BATTERY POWERED, DOES NOT
REQUIRE POWER FEED
(OPTION:WITH L-CRMK-WH
RECESS MOUNT KIT FOR
NON-METALLIC CEILINGS)
QUANTUM SENSOR MODULE (QSM)
WITH (4) UNIVERSAL WIRED INPUTS
AND 434MHZ WIRELESS RECEIVER
60'[18.29m] RADIUS RF COVERAGE
(30'[9.14m] THROUGH WALLS)
4.04"[102.6mm] (DIA) X 1.17"[29.7mm] (D)
ETHERNET TCP/IP
COMMUNICATION INTERFACE
CUSTOM XP SOFTSWITCH PANEL
DIMENSIONS:
63"(H) X 24"(W) X 6"(D)
QUANTUM LIGHT MANAGEMENT HUB
CONTAINING (1) QUANTUM PROCESSOR
WITH 2 CONFIGURABLE LINKS
ENCLOSURE DIMENSIONS (mm):
11.25"[286mm] (H) X 7.50"[191mm]) (W)
X 3.16"[80mm] (D)
*REQUIRED FOR SYSTEM START-UP: AN OUTLET MUST BE INSTALLED
WITHIN 6FT (1.8m) OF THE PANEL. OUTLET SHOULD NOT BE ON THE
SAME CIRCUIT AS THE PANEL
EMERGENCY LIGHTING
INTERFACE
7.75"[197mm] (H) X 4"[102mm] (W)
X 2.5"[63,5mm] (D)
3-BUTTON/3-BUTTON
WALLSTATION
(1 GANG US BACKBOX BY OTHERS)
5-BUTTON SCENE
SELECT WITH RAISE/LOWER
(1 GANG US BACKBOX BY OTHERS)
CUSTOM XP SOFTSWITCH PANEL
DIMENSIONS:
63"(H) X 24"(W) X 6"(D)
434MHZ WIRELESS
DAYLIGHT SENSOR
1.6"[40,6mm] (DIA) X 0.7"[17,8mm] (D)
MAX 10 PER QSM
*DEVICE IS SURFACE-MOUNTED AND
BATTERY POWERED, DOES NOT
REQUIRE POWER FEED
434MHZ WIRELESS
OCCUPANCY/VACANCY SENSOR
3.57"[90,7mm] (DIA) X 1.13"[28,7mm] (D)
MAX 10 PER QSM
*DEVICE IS SURFACE-MOUNTED AND
BATTERY POWERED, DOES NOT
REQUIRE POWER FEED
(OPTION:WITH L-CRMK-WH
RECESS MOUNT KIT FOR
NON-METALLIC CEILINGS)
434MHZ WIRELESS
VACANCY SENSOR
3.57"[90,7mm] (DIA) X 1.13"[28,7mm] (D)
MAX 10 PER QSM
*DEVICE IS SURFACE-MOUNTED AND
BATTERY POWERED, DOES NOT
REQUIRE POWER FEED
(OPTION:WITH L-CRMK-WH
RECESS MOUNT KIT FOR
NON-METALLIC CEILINGS)
QUANTUM SENSOR MODULE (QSM)
WITH (4) UNIVERSAL WIRED INPUTS
AND 434MHZ WIRELESS RECEIVER
60'[18.29m] RADIUS RF COVERAGE
(30'[9.14m] THROUGH WALLS)
4.04"[102.6mm] (DIA) X 1.17"[29.7mm] (D)
ETHERNET TCP/IP
COMMUNICATION INTERFACE
CUSTOM XP SOFTSWITCH PANEL
DIMENSIONS:
63"(H) X 24"(W) X 6"(D)
CUSTOM XP SOFTSWITCH PANEL
DIMENSIONS:
63"(H) X 24"(W) X 6"(D)
CUSTOM XP SOFTSWITCH PANEL
DIMENSIONS:
63"(H) X 24"(W) X 6"(D)
XP SOFTSWITCH PANEL
STANDARD DIMENSIONS:
59"(H) X 16"(W) X 4"(D)
CONTACT-CLOSURE
INTERFACE
TO EQUIPMENT
BY OTHERS
ELECTRONIC SHADE DRIVE UNIT
SIVOIA QS SMART PANEL
18"[457mm] (H) X 10.86"[276mm] (W)
X 4.16"[106mm] (D)
CONTACT-CLOSURE
INTERFACE
TO EQUIPMENT
BY OTHERS
ELECTRONIC SHADE DRIVE UNIT
SIVOIA QS SMART PANEL
18"[457mm] (H) X 10.86"[276mm] (W)
X 4.16"[106mm] (D)
CONTACT-CLOSURE
INTERFACE
TO EQUIPMENT
BY OTHERS
QUANTUM LIGHT MANAGEMENT HUB
CONTAINING (1) QUANTUM PROCESSOR
WITH 2 CONFIGURABLE LINKS
ENCLOSURE DIMENSIONS (mm):
11.25"[286mm] (H) X 7.50"[191mm]) (W)
X 3.16"[80mm] (D)
CUSTOM XP SOFTSWITCH PANEL
DIMENSIONS:
63"(H) X 24"(W) X 6"(D)
LUT-ELI-3PH
SIVOIA QS EDU
QSPS-10PNLQSWS2-3BDI-WHQSWS2-5BRLI-WH
CXP44-T30-FT
LRF2-DCRB-WH LRF2-OCR2B-P-WH LRF2-VCR2B-P-WH
QSM2-4W-CQSE-CI-NWK-E
CXP48-T36-FT
QP3-1PL-100-240
LUT-ELI-3PH
QSWS2-3BDI-WHQSWS2-5BRLI-WH
CXP24-T24-CGP718
LRF2-DCRB-WH LRF2-OCR2B-P-WH LRF2-VCR2B-P-WH
QSM2-4W-CQSE-CI-NWK-E
CXP48-T36-FT
QP3-1PL-100-240
LUT-ELI-3PH
QSWS2-3BDI-WHQSWS2-5BRLI-WH
CXP32-T24-FT-CGP718
LRF2-DCRB-WH LRF2-OCR2B-P-WH LRF2-VCR2B-P-WH
QSM2-4W-CQSE-CI-NWK-E
CXP48-T36-FT
CXP48-T36-FT
CXP32-T24-FT-CGP718
CXP12-T12-FT
QSE-IO
SIVOIA QS EDU
QSPS-10PNLQSE-IO
SIVOIA QS EDU
QSPS-10PNLQSE-IO
QP3-1PL-100-240
CXP32-T24-FT-CGP718
A
B
A
B
A
B
Q
P P
WIRING LEGEND:
QS WIRING AS REQUIRED BY CONTROL LINK LENGTH
(REFER TO QS SMART PANEL POWER SUPPLY WIRING GUIDE FOR SHADE WIRING NOTES):
TOTAL CONTROL
LINK LENGTH WIRE GAUGE AVAILABLE FROM LUTRON IN ONE
CABLE:
LESS THAN 500ft
(152.4 m)
POWER (TERMINALS 1&2):
1 PAIR 18 AWG (1.0 mm²)GRX-CBL-346S (NON-PLENUM)
OR
GRX-PCBL-346S (PLENUM)DATA (TERMINALS 3&4):
1 PAIR 22 AWG (0.5 mm²), TWISTED AND SHIELDED*
500ft (152.4 m) TO
2,000ft (610 m)**
POWER (TERMINALS 1&2):
1 PAIR 12 AWG (4.0 mm²)GRX-CBL-46L (NON-PLENUM)
OR
GRX-PCBL-46L (PLENUM)DATA (TERMINALS 3&4):
1 PAIR 22 AWG (0.5 mm²), TWISTED AND SHIELDED*
*ALTERNATE DATA-ONLY CABLE: USE APPROVED DATA LINK CABLE (22 AWG [0.5 mm ²]
TWISTED/SHIELDED) FROM BELDEN (MODEL # 9461).
**TOTAL LENGTH OF THE QS LINK MUST NOT EXCEED 2,000 ft (600 m).
QS CONTROL LINK (SEE WIRE DESCRIPTION BELOW)
QS CONTROL LINK (SEE WIRE DESCRIPTION BELOW)
(CONNECT WIRES 1, 3 AND 4. DO NOT CONNECT WIRE # 2)
Q
Q
1-WAY RF COMMUNICATIONINPUT POWER (NORMAL)
2 #12AWG (4 mm2)
3 #12AWG (4 mm2)
0-10V SIGNAL: 2 #18AWG (1.0 mm 2)
QS LINK RULES
THE FOLLOWING LINK RULES MUST BE OBSERVED FOR PROPER OPERATION:
•THIS IS A TOPOLOGY-FREE LINK (T-TAP, HOME-RUN, ETC. IS OK); REFER TO TABLE BELOW FOR
WIRE RUN LIMITS.
•IF WIRED DIFFERENTLY THAN WHAT IS SHOWN, POWER DRAW UNIT REQUIREMENTS NEED TO BE
CONFIRMED; SEE POWER DRAW UNITS (PDUs) SPECIFICATION SHEET INCLUDED IN THIS SUBMITTAL.
•MAXIMUM OF 512 OUTPUTS (BALLASTS, SHADES, CONTACT CLOSURES, ETC).
•MAXIMUM OF 100 OCCUPANCY SENSORS, 100 DAYLIGHT SENSORS/RADIO SHADOW SENSORS AND
100 KEYPADS.
•MAXIMUM OF 100 QS DEVICES (SUCH AS A GRAFIK EYE® QS, SEETOUCH® QS KEYPAD, SMART
PANEL POWER SUPPLY [QSPS-Px-10-60], ESN, OR SIVOIA® QS SHADE / DRAPERY DRIVE UNIT).
QUANTUM PROCESSOR COUNTS AS 1 DEVICE PER LINK.
•MAXIMUM OF 100 ZONES - SUCH AS A SIVOIA QS SHADE / DRAPERY DRIVE UNIT, OR A LIGHTING
ZONE ON A GRAFIK EYE QS (DOES NOT APPLY TO QUANTUM SYSTEMS).
•THE 10 OUTPUTS ON A QSPS-Px-10-60 CANNOT EXCEED A COMBINED LENGTH OF 2,000 ft (600 m).
WIRING NOTES:
PANEL LINK RULES
THE FOLLOWING LINK RULES MUST BE OBSERVED FOR PROPER OPERATION:
•PANELS ARE DAISY-CHAINED ON ONE OF THE CONFIGURABLE LINKS PER LUTRON'S DRAWING,
HOWEVER THEY DO NOT HAVE TO BE IN THE ORDER SHOWN.
•DO NOT HOME-RUN OR T-TAP THIS WIRING LINK. ALL CIRCUITS NEED TO BE LANDED IN THESE
PANELS PER LUTRON'S PANEL SCHEDULES.
•THE MAXIMUM WIRE LENGTH OF A PANEL LINK IS 2,000 ft (600 m). A MX-RPTR IS USED TO EXTEND
THE LENGTH OF A LINK ANOTHER 2,000 ft (600 m). A MAXIMUM OF (3) MX-RPTR'S MAY BE USED PER
LINK FOR MAXIMUM LENGTH OF 8,000 ft (2,430 m) PER LINK.
•IF A PANEL IS MOVED TO ANOTHER LINK, OR THE LOADS ARE NOT WIRED AS SHOWN IN LUTRON
PANEL SCHEDULES, LUTRON MUST BE NOTIFIED. THIS INFORMATION IS IMPORTANT FOR
PROGRAMMING THE SYSTEM.
•UP TO 32 CIRCUIT SELECTORS PER LINK
•UP TO 512 SWITCH LEGS OR ZONES PER LINK
•LT-1 LINK TERMINATORS NEEDED ON EACH END OF THE LINK
QUANTUM NETWORK
WHEN A LIGHTING MANAGEMENT NETWORK (LMN) IS REQUIRED TO ENABLE COMMUNICATIONSBETWEEN INDIVIDUAL LIGHT MANAGEMENT HUBS (LMH) AND BETWEEN LMH AND THE SYSTEM
SERVER/DESKTOP/LAPTOP (Q-MANAGER). THE LMN REQUIRES A DEDICATED LAN OR VLAN. IT IS THE
RESPONSIBILITY OF THE NETWORK PROVIDER TO ENSURE THE RELIABILITY AND SECURITY OF THELMN.
CAT5E OR BETTER ETHERNET CABLE TO BE RUN FOR DEDICATED LMN TERMINATED WITH RJ45CONNECTORS (PROVIDED BY OTHERS). THE NUMBER OF ETHERNET HOPS/SEGMENTS BETWEEN THESERVER/DESKTOP/LAPTOP (Q-MANAGER) AND ANY LMN NODE SHALL NOT EXCEED 6. TOTAL LENGTH
OF ETHERNET CABLE SHALL NOT EXCEED 328 FT (100M) POINT-TO-POINT.
IF LONGER RUNS ARE REQUIRED, MULTI-MODE FIBER OPTIC CABLE CAN BE USED INSTEAD WITHAPPROPRIATE FIBER OPTIC CONNECTORS (PROVIDED BY OTHERS). CONSULT WITH NETWORK
PROVIDER FOR STANDARD ETHERNET AND FIBER OPTIC WIRING RULES FOR DISTANCE ANDSEPARATION AS WELL AS FOR PLACEMENT OF SWITCHES, ROUTERS, HUBS, ETC.
FOR MORE INFORMATION REGARDING NETWORK EQUIPMENT REQUIREMENTS AND NETWORK
CONFIGURATION, PLEASE REFER TO THE QUANTUM LIGHTING MANAGEMENT NETWORKSPECIFICATION SHEET OR CONTACT LUTRON.
Q Q Q
PP
CAT5E OR BETTER CABLE FOR LUTRON
NETWORK TERMINATED WITH RJ45
CONNECTORS (TO BE PROVIDED BY
OTHERS). 328 ft (100 m) MAXIMUM RUN.
E
P
LUTRON CABLE GRX-CBL-46L (5 CONDUCTOR NON-PLENUM) OR GRX-PCBL-46L (5 CONDUCTOR
PLENUM RATED). OTHERWISE USE 2 #12 AWG (4 mm²), 1 BELDEN #9461 AND BETWEEN PANELS
ADD 1 #18 AWG (1.0 mm²) FOR EMERGENCY SENSING CABLE BY OTHERS.
PANEL LINK (SEE WIRE DESCRIPTION BELOW)
PANEL LINK (SEE WIRE DESCRIPTION BELOW)
(CONNECT WIRES 1, 2, 3 AND 4. DO NOT CONNECT WIRE # 5)
Q
P P
Q Q Q
P
Q
P P
Q Q Q
P
P
2085930
QS-A-CMP-VSBO-0
QUANTUM LIGHTING MANAGEMENT SYSTEM
DEDICATED SERVER. TOWER CASE OR RACK
MOUNT CAN BE PROVIDED. CUSTOMER-PROVIDED
SERVER AND INSTALLATION MUST MEET
SPECIFICATION REQUIREMENTS DETAILED IN
QS-A-CMP-VSBO-0 SPECIFICATION SHEET. TO BE
LOCATED IN CUSTOMER’S CORPORATION DATA
CENTER.
GROUND LEVEL
AS REQUIRED
TYPICAL 4-SCENE & OFF WALLSTATION
LOCATIONS TBD
OTHER BUTTON CONFIGURATIONS AVAILABLE
AS REQUIRED FOR CONTROL OF EMERGENCY LOADS
QTY & MODEL NUMBER(S) TBD BASED ON EMEREGENCY INFORMATION
E.E. TO VERIFY EMERGENCY REQUIREMENTS
Q
S
TO QS DEVICES AND/OR
QS SHADES ONLY
(UP TO 10)
120-240 V~
INPUT FEED
QS SMART PANEL POWER SUPPLY (QSPS-10PNL) SHADE WIRING GUIDE
MAXIMUM DEVICES PER ONE OUTPUT MAXIMUM DISTANCE PER ONE OUTPUT BASED ON WIRE GAUGE
SHADES + CONTROLS 12 AWG (4 mm²)
QSH-CBL-L-500
QSH-CBLP-L-500
16 AWG (1.5 mm²)
QSH-CBL-M-500
QSH-CBLP-M-500
18 AWG (1.0 mm²)
GRX-CBL-346S-500
1 SIVOIA QS SHADE OR
DRAPERY DRIVE UNIT
UP TO 1 POWER
DRAW UNIT
500 ft (150 m) 200 ft (60 m) 125 ft (35 m)
2 SIVOIA QS ROLLER 64,
≤ 30 ft² (2.75 m²) EACH
200 ft (60 m) 75 ft (20 m) 50 ft (15 m)
3 SIVOIA QS ROLLER 64,
≤ 20 ft² (1.8 m²) EACH
2 SIVOIA QS ROLLER 100,
≤ 50 ft² (4.6 m²) EACH
QS INDIVIDUAL POWER SUPPLY (QSPS-PX-1-35V OR QSPS-J-1-50) SHADE WIRING GUIDE
MAXIMUM DEVICES PER ONE OUTPUT MAXIMUM DISTANCE PER ONE OUTPUT BASED ON WIRE GAUGE
SHADES + CONTROLS 12 AWG (4,0 mm ²)
QSH-CBL-L-500
QSH-CBLP-L-500
16 AWG (1,5 mm²)
QSH-CBL-M-500
QSH-CBLP-M-500
18 AWG (1,0 mm²)
GRX-CBL-346S-500
1 SIVOIA QS SHADE OR
DRAPERY DRIVE UNIT
UP TO
1 POWER DRAW
UNIT
250 ft (75 m) 100 ft (30 m) 50 ft (15 m)
S
AS REQUIRED
MAX OF 10 PER QSM
AS REQUIRED
MAX OF 10 PER QSM
AS REQUIRED
MAX OF 10 PER QSM
AS REQUIRED
QTY & LOCATIONS TBD BASED ON
QTY & LOCATIONS OF SENSORS
AS REQUIRED
FOR A/V INTEGRATION
AS REQUIRED
TYPICAL SHADE WALLSTATION
LOCATIONS TBD
OTHER BUTTON CONFIGURATIONS AVAILABLE
P
QS LINK
PANEL LINK
TO NETWORK (QS-EO)
LEVEL 1
AS REQUIRED
TYPICAL 4-SCENE & OFF WALLSTATION
LOCATIONS TBD
OTHER BUTTON CONFIGURATIONS AVAILABLE
AS REQUIRED FOR CONTROL OF EMERGENCY LOADS
QTY & MODEL NUMBER(S) TBD BASED ON EMEREGENCY INFORMATION
E.E. TO VERIFY EMERGENCY REQUIREMENTS
AS REQUIRED
MAX OF 10 PER QSM
AS REQUIRED
MAX OF 10 PER QSM
AS REQUIRED
MAX OF 10 PER QSM
AS REQUIRED
QTY & LOCATIONS TBD BASED ON
QTY & LOCATIONS OF SENSORS
AS REQUIRED
FOR A/V INTEGRATION
AS REQUIRED
TYPICAL SHADE WALLSTATION
LOCATIONS TBD
OTHER BUTTON CONFIGURATIONS AVAILABLE
P
QS LINK
PANEL LINK
TO NETWORK (QS-EO)
LEVEL 2
AS REQUIRED
TYPICAL 4-SCENE & OFF WALLSTATION
LOCATIONS TBD
OTHER BUTTON CONFIGURATIONS AVAILABLE
AS REQUIRED FOR CONTROL OF EMERGENCY LOADS
QTY & MODEL NUMBER(S) TBD BASED ON EMEREGENCY INFORMATION
E.E. TO VERIFY EMERGENCY REQUIREMENTS
AS REQUIRED
MAX OF 10 PER QSM
AS REQUIRED
MAX OF 10 PER QSM
AS REQUIRED
MAX OF 10 PER QSM
AS REQUIRED
QTY & LOCATIONS TBD BASED ON
QTY & LOCATIONS OF SENSORS
AS REQUIRED
FOR A/V INTEGRATION
AS REQUIRED
TYPICAL SHADE WALLSTATION
LOCATIONS TBD
OTHER BUTTON CONFIGURATIONS AVAILABLE
P
TO ADDITIONAL
QUANTUM HUB ON
LEVELS 3
AS REQUIRED
FOR CONTROL OF SITE LIGHTING
Q
AS REQUIRED
FOR INTEGRATION OF 3RD PARTY SHADES
AS REQUIRED
FOR LUTRON SHADING SOLUTION
Q
S
TO QS DEVICES AND/OR
QS SHADES ONLY
(UP TO 10)
120-240 V~
INPUT FEED
Q
AS REQUIRED
FOR INTEGRATION OF 3RD PARTY SHADES
AS REQUIRED
FOR LUTRON SHADING SOLUTION
Q
S
TO QS DEVICES AND/OR
QS SHADES ONLY
(UP TO 10)
120-240 V~
INPUT FEED
Q
AS REQUIRED
FOR INTEGRATION OF 3RD PARTY SHADES
AS REQUIRED
FOR LUTRON SHADING SOLUTION
OR
OR
OR
TYPICAL SHADE OPTIONS
QTY & LOCATION OF SHADES TBD BY ARCHITECT AND/OR SHADE DEALER
TYPICAL SHADE OPTIONS
QTY & LOCATION OF SHADES TBD BY ARCHITECT AND/OR SHADE DEALER
TYPICAL SHADE OPTIONS
QTY & LOCATION OF SHADES TBD BY ARCHITECT AND/OR SHADE DEALER
TO BACnet BUILDING
MANAGEMENT NETWORK
(BY OTHERS)
AS REQUIRED
(MAXIMUM OF 1/OUTPUT)
AS REQUIRED
(MAXIMUM OF 1/OUTPUT)
AS REQUIRED
(MAXIMUM OF 1/OUTPUT)
QS-LO:
QUANTUM LOCAL AREA NETWORK: LUTRON ONLY
THE QUANTUM INTER-PROCESSOR AND SERVER NETWORK
IS A DEDICATED LAN FOR THE LUTRON SYSTEM. THE
QUANTUM SERVER OR PC AND ALL NODES ON THE LAN ARE
LIMITED TO THE LUTRON QUANTUM PROCESSOR AND
LUTRON QUANTUM SERVER OR PC, AND NETWORK CABLES
ARE NOT PROVIDED BY LUTRON AND MUST ADHERE TO
LUTRON SPECIFICATIONS.
CORPORATE WIRELESS NETWORK (NOT PROVIDED BY LUTRON)
INSTALLING CONTRACTOR TO COORDINATE ALL NETWORK
CONNECTION AND COMMUNICATION REQUIREMENTS WITH THE
IT CONTRACTOR AND OWNER (LUTRON Q-CONTROL+ APP
AVAILABLE FOR CLIENT DOWNLOAD)
1 APPLE IPAD (NOT PROVIDED BY
LUTRON)
W/ LUTRON Q-CONTROL+ APP
(AVAILABLE FOR CLIENT DOWNLOAD
FOR FREE ON ITUNES)
REQUIRES MOBILE CONTROL AND
PROGRAMMING SOFTWARE LICENSE
(QSC-MC-PS-A)
1 LICENCE(S) REQUIRED
E
UPS
UNINTERRUPTIBLE
POWER SUPPLY
(NOT PROVIDED
BY LUTRON)
TO DUPLEX
RECEPTACLE
(NOT
PROVIDED BY
LUTRON)
E
QS LINK
PANEL LINK
TO NETWORK (QS-LO)
IP_CONTROLINTENT
LINK:
LINK:
120V-240V
DEDICATED
NORMAL/EMERGENCY
INPUT FEED
E
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
N.T.S.4/5/2018 10:53:14 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E611
LIGHTING CONTROL RISER
DIAGRAM SHEET 1
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
LUTRON
CONCEPT DRAWING NOTES:
CONTROL SYSTEM DRAWING IS PROVIDED FOR CONCEPTUAL PURPOSES ONLY AND IS NOT
INTENDED FOR CONSTRUCTION. EXACT EQUIPMENT REQUIREMENTS, INCLUDING LOCATIONS
AND QUANTITIES, SHOULD BE VERIFIED IN ACCORDANCE WITH THE MOST UP-TO-DATE
LIGHTING/ELECTRICAL REFLECTED CEILING PLANS, LIGHTING FIXTURE SCHEDULES, PANEL
SCHEDULES, CONTROL INTENT AND SPECIFICATIONS. SHADE EQUIPMENT SHOULD BE VERIFIED
IN ACCORDANCE WITH ARCHITECTURAL PLANS, SPECIFICATIONS AND WINDOW
SCHEDULES/DETAILS.
LED DIMMING REQUIRES AN EXACT MATCH BETWEEN THE LED ARRAY, DRIVER AND CONTROL.
LUTRON CANNOT GUARANTEE COMPATIBILITY OR PERFORMANCE WITHOUT TESTING THIS
COMBINATION.
TO CONFIRM WHAT PRODUCTS LUTRON HAS AVAILABLE OR WHAT INTERFACES MAY BE
REQUIRED, CALL 1-877-DIM-LED8 OR CHECK LUTRON'S PRODUCT COMPATIBILITY MATRIX ON-LINE
AT WWW.LUTRON.COM/LED.
TO REQUEST THE TESTING OF AN LED PRODUCT BY LUTRON MANUFACTURERS CAN FILL OUT AN
LED EVALUATION REQUEST FORM ON-LINE AT WWW.LUTRON.COM/LED OR CONTACT
LEDS@LUTRON.COM.
LUTRON CAN GUARANTEE COMPATIBILITY AND PERFORMANCE OF LUTRON HI-LUME A-SERIES
LED DRIVERS USED WITH APPROPRIATE LUTRON CONTROLS. THE HI-LUME A-SERIES LED DRIVER
CAN BE USED ON PRODUCTS UNDER 40 WATTS WITH SUITABLE MOUNTING LOCATIONS. PLEASE
REFER TO THE SPECIFICATION SUBMITTAL SHEET FOR FURTHER INFORMATION.
IF USING UNTESTED, NON-LUTRON LED DRIVERS REQUIRING 0-10V CONTROL, PERFORMANCE
AND COMPATIBILITY CANNOT BE GUARANTEED BY LUTRON. PRODUCTS FOLLOWING THE IEC
STANDARD 60929 ARE MORE LIKELY TO PROVIDE ACCEPTABLE PERFORMANCE RESULTS.
DETERMINATION OF RESULT ACCEPTABILITY IS UP TO THE USER'S DISCRETION.
IF USING UNTESTED, NON-LUTRON LED DRIVERS REQUIRING PHASE CONTROL, PERFORMANCE
AND COMPATIBILITY CANNOT BE GUARANTEED BY LUTRON. A-SERIES OR ELV PRODUCTS
PROVIDING HIGH END AND LOW END TRIM ADJUSTMENTS ARE MORE LIKELY TO PROVIDE
ACCEPTABLE PERFORMANCE RESULTS. DETERMINATION OF RESULT ACCEPTABILITY IS UP TO
THE USER'S DISCRETION.COMMON24VLOCATION TBD
QSPS-DH-1-75
LUT-8X8-ENC
QQ Q
QS LINK POWER SUPPLY
DIMENSIONS:
3.54" [90mm] (H) X 3.54" [90mm] (W) X 2.40" [61mm] (D)
LUTRON 8X8 ENCLOSURE
DIMENSIONS:
8" [203mm] (H) X 8" [203mm] (W)X 4" [102mm] (D)
TO QS LINK TO QS LINK
AS REQUIRED
FOR POWER SUPPLY REQUIREMENTS
0-10V DIM
(60 mA MAX)
E
LINK:
LINK:
120V-240V
DEDICATED
NORMAL/EMERGENCY
INPUT FEED
QSM#
LUTRON
RS232 WIRING
CAT5 CABLE
OR
TO PC OR DIGITAL
AV EQUIPMENT BY OTHERS
TO PC OR DIGITAL
AV EQUIPMENT BY OTHERS
MAXIMUM OF 2 TELNET CONNECTIONS
TO EACH INTERFACE VIA ETHERNET
TO NORMAL 3PHASE 4WIRE
DISTRIBUTION PANEL
CONTRACTOR TO PROVIDE (1) 3P BREAKER.
5 #12AWG
TO NORMAL 3PHASE 4WIRE
DISTRIBUTION PANEL
CONTRACTOR TO PROVIDE (1) 3P BREAKER.
5 #12AWG
SYSTEM ID:
277V, NORMAL/EMERGENCY
FEED-THROUGH CIRCUITS
(TYPICAL OF X CIRCUITS)
277V, NORMAL/EMERGENCY
FEED-THROUGH CIRCUITS
(TYPICAL OF X CIRCUITS)
277V, NORMAL
FEED-THROUGH CIRCUITS
(TYPICAL OF X CIRCUITS)
277V, NORMAL
FEED-THROUGH CIRCUITS
(TYPICAL OF X CIRCUITS)
277V, NORMAL
FEED-THROUGH CIRCUITS
(TYPICAL OF X CIRCUITS)
14 # 18 AWGMAXIMUM
BCI-0-10 PHPM-WBX-120-WH
120V
BCI-0-10 PHPM-WBX-120-WH
120V
BCI-0-10 PHPM-WBX-120-WH
120V
BCI-0-10 PHPM-WBX-120-WH
120V
120V
#1
QSN-4T16-S
E201\L1 NORMAL ELECTRIC FT - ESN 0-10 V 1
Energi Savr Node 0-10 V and Softswitch
CONWAY CENTER 103
n
230 W of LED Rev
TAD (2)1
CONWAY CENTER 103
161
460 W of LED Rev
TAD (4)2
BROWSING ROOM
CLASSROOM 102
168
345 W of LED Rev
TAD (3)
3
BROWSING ROOM
CLASSROOM 102
173
690 W of LED Rev
TAD (6)
4
120/277V
RF
RMJS-20RCCO1DV-B
E201\SC OFFICE 106D -
PowPak 20 A Receptacle 001
PowPak 20 A Receptacle
Control Relay Module with
Contact Closure Output.
ZONE X
0-10V
LCP-3CLCP-3BLCP-3A
LCP-4A LCP-4B
ADDRESS: XADDRESS: XADDRESS: X
ADDRESS: X ADDRESS: X
#
LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION: TBD
LOCATION TBDLOCATION TBD
LOCATION TBD LOCATION TBD LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION TBDLOCATION TBDLOCATION TBDLOCATION TBD
LOCATION TBDLOCATION TBD LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION TBD
LOCATION TBD
434MHZ WIRELESS
OCCUPANCY/VACANCY SENSOR
3.57"[90,7mm] (DIA) X 1.13"[28,7mm] (D)
MAX 10 PER QSM
*DEVICE IS SURFACE-MOUNTED AND
BATTERY POWERED, DOES NOT
REQUIRE POWER FEED
(OPTION:WITH L-CRMK-WH
RECESS MOUNT KIT FOR
NON-METALLIC CEILINGS)
434 MHZ PICO WIRELESS
2 BUTTON CONTROL WITH RAISE/LOWER
SHOWN WITH CW-1-WH
CLARO WALLPLATE
*SEE SPECIFICATION SHEET FOR
DIMENSIONS, ENGRAVING OPTIONS,
& MOUNTING INSTRUCTIONS
OCCUPANCY/VACANCY SENSOR
SINGLE POLE/MULTI-LOCATION
0-10V 8A MAESTRO DIMMER
AUTO ON/AUTO OFF OR
MANUAL ON/AUTO OFF
(1 GANG US BACKBOX BY OTHERS)
POWPAK DIMMING MODULE
120/277V~, 50/60 Hz
W/ 0-10 V CONTROL
DIMENSIONS:
3.42"(H) X 2.82"(W) X 1.25"(D)
(87mm X 72mm X 32mm)
QUANTUM LIGHT MANAGEMENT HUB
CONTAINING (1) QUANTUM PROCESSOR
WITH 2 CONFIGURABLE LINKS
ENCLOSURE DIMENSIONS (mm):
11.25"[286mm] (H) X 7.50"[191mm]) (W)
X 3.16"[80mm] (D)
*REQUIRED FOR SYSTEM START-UP: AN OUTLET MUST BE INSTALLED
WITHIN 6FT (1.8m) OF THE PANEL. OUTLET SHOULD NOT BE ON THE
SAME CIRCUIT AS THE PANEL
3-BUTTON/3-BUTTON
WALLSTATION
(1 GANG US BACKBOX BY OTHERS)
5-BUTTON SCENE
SELECT WITH RAISE/LOWER
(1 GANG US BACKBOX BY OTHERS)
434MHZ WIRELESS
DAYLIGHT SENSOR
1.6"[40,6mm] (DIA) X 0.7"[17,8mm] (D)
MAX 10 PER QSM
*DEVICE IS SURFACE-MOUNTED AND
BATTERY POWERED, DOES NOT
REQUIRE POWER FEED
434MHZ WIRELESS
OCCUPANCY/VACANCY SENSOR
3.57"[90,7mm] (DIA) X 1.13"[28,7mm] (D)
MAX 10 PER QSM
*DEVICE IS SURFACE-MOUNTED AND
BATTERY POWERED, DOES NOT
REQUIRE POWER FEED
(OPTION:WITH L-CRMK-WH
RECESS MOUNT KIT FOR
NON-METALLIC CEILINGS)
434MHZ WIRELESS
VACANCY SENSOR
3.57"[90,7mm] (DIA) X 1.13"[28,7mm] (D)
MAX 10 PER QSM
*DEVICE IS SURFACE-MOUNTED AND
BATTERY POWERED, DOES NOT
REQUIRE POWER FEED
(OPTION:WITH L-CRMK-WH
RECESS MOUNT KIT FOR
NON-METALLIC CEILINGS)
QUANTUM SENSOR MODULE (QSM)
WITH (4) UNIVERSAL WIRED INPUTS
AND 434MHZ WIRELESS RECEIVER
60'[18.29m] RADIUS RF COVERAGE
(30'[9.14m] THROUGH WALLS)
4.04"[102.6mm] (DIA) X 1.17"[29.7mm] (D)
ETHERNET TCP/IP
COMMUNICATION INTERFACE
EMERGENCY LIGHTING
INTERFACE
7.75"[197mm] (H) X 4"[102mm] (W)
X 2.5"[63,5mm] (D)
CUSTOM XP SOFTSWITCH PANEL
DIMENSIONS:
63"(H) X 24"(W) X 6"(D)
CUSTOM XP SOFTSWITCH PANEL
DIMENSIONS:
63"(H) X 24"(W) X 6"(D)
CUSTOM XP SOFTSWITCH PANEL
DIMENSIONS:
63"(H) X 24"(W) X 6"(D)
EMERGENCY LIGHTING
INTERFACE
7.75"[197mm] (H) X 4"[102mm] (W)
X 2.5"[63,5mm] (D)
XP SOFTSWITCH PANEL
STANDARD DIMENSIONS:
59"(H) X 16"(W) X 4"(D)
XP SOFTSWITCH PANEL
STANDARD DIMENSIONS:
59"(H) X 16"(W) X 4"(D)
ELECTRONIC SHADE DRIVE UNIT
SIVOIA QS SMART PANEL
18"[457mm] (H) X 10.86"[276mm] (W)
X 4.16"[106mm] (D)
CONTACT-CLOSURE
INTERFACE
TO EQUIPMENT
BY OTHERS
434MHZ WIRELESS
DAYLIGHT SENSOR
1.6"[40,6mm] (DIA) X 0.7"[17,8mm] (D)
MAX 10 PER QSM
*DEVICE IS SURFACE-MOUNTED AND
BATTERY POWERED, DOES NOT
REQUIRE POWER FEED
LRF2-OCR2B-P-WH
PJ2-2BRL-GWH-XXX
MS-Z101-WH
RMJS-8T-DV-B
QP3-1PL-100-240
QSWS2-3BDI-WHQSWS2-5BRLI-WH
LRF2-DCRB-WH LRF2-OCR2B-P-WH LRF2-VCR2B-P-WH
QSM2-4W-CQSE-CI-NWK-E
LUT-ELI-3PH
CXP32-T24-FT-CGP718CXP32-T24-FT-CGP718CXP32-T24-FT-CGP718
LUT-ELI-3PH
CXP20-T16-FT-CGP718 CXP20-T16-FT-CGP718
SIVOIA QS EDU
QSPS-10PNLQSE-IO
LRF2-DCRB-WH
A
B
WIRING LEGEND:
QS WIRING AS REQUIRED BY CONTROL LINK LENGTH
(REFER TO QS SMART PANEL POWER SUPPLY WIRING GUIDE FOR SHADE WIRING NOTES):
TOTAL CONTROL
LINK LENGTH WIRE GAUGE AVAILABLE FROM LUTRON IN ONE
CABLE:
LESS THAN 500ft
(152.4 m)
POWER (TERMINALS 1&2):
1 PAIR 18 AWG (1.0 mm²)GRX-CBL-346S (NON-PLENUM)
OR
GRX-PCBL-346S (PLENUM)DATA (TERMINALS 3&4):
1 PAIR 22 AWG (0.5 mm²), TWISTED AND SHIELDED*
500ft (152.4 m) TO
2,000ft (610 m)**
POWER (TERMINALS 1&2):
1 PAIR 12 AWG (4.0 mm²)GRX-CBL-46L (NON-PLENUM)
OR
GRX-PCBL-46L (PLENUM)DATA (TERMINALS 3&4):
1 PAIR 22 AWG (0.5 mm²), TWISTED AND SHIELDED*
*ALTERNATE DATA-ONLY CABLE: USE APPROVED DATA LINK CABLE (22 AWG [0.5 mm ²]
TWISTED/SHIELDED) FROM BELDEN (MODEL # 9461).
**TOTAL LENGTH OF THE QS LINK MUST NOT EXCEED 2,000 ft (600 m).
QS CONTROL LINK (SEE WIRE DESCRIPTION BELOW)
QS CONTROL LINK (SEE WIRE DESCRIPTION BELOW)
(CONNECT WIRES 1, 3 AND 4. DO NOT CONNECT WIRE # 2)
Q
Q
1-WAY RF COMMUNICATIONINPUT POWER (NORMAL)
2 #12AWG (4 mm 2)
3 #12AWG (4 mm 2)
0-10V SIGNAL: 2 #18AWG (1.0 mm 2)
QS LINK RULES
THE FOLLOWING LINK RULES MUST BE OBSERVED FOR PROPER OPERATION:
•THIS IS A TOPOLOGY-FREE LINK (T-TAP, HOME-RUN, ETC. IS OK); REFER TO TABLE BELOW FOR
WIRE RUN LIMITS.
•IF WIRED DIFFERENTLY THAN WHAT IS SHOWN, POWER DRAW UNIT REQUIREMENTS NEED TO BE
CONFIRMED; SEE POWER DRAW UNITS (PDUs) SPECIFICATION SHEET INCLUDED IN THIS SUBMITTAL.
•MAXIMUM OF 512 OUTPUTS (BALLASTS, SHADES, CONTACT CLOSURES, ETC).
•MAXIMUM OF 100 OCCUPANCY SENSORS, 100 DAYLIGHT SENSORS/RADIO SHADOW SENSORS AND
100 KEYPADS.
•MAXIMUM OF 100 QS DEVICES (SUCH AS A GRAFIK EYE® QS, SEETOUCH® QS KEYPAD, SMART
PANEL POWER SUPPLY [QSPS-Px-10-60], ESN, OR SIVOIA® QS SHADE / DRAPERY DRIVE UNIT).
QUANTUM PROCESSOR COUNTS AS 1 DEVICE PER LINK.
•MAXIMUM OF 100 ZONES - SUCH AS A SIVOIA QS SHADE / DRAPERY DRIVE UNIT, OR A LIGHTING
ZONE ON A GRAFIK EYE QS (DOES NOT APPLY TO QUANTUM SYSTEMS).
•THE 10 OUTPUTS ON A QSPS-Px-10-60 CANNOT EXCEED A COMBINED LENGTH OF 2,000 ft (600 m).
WIRING NOTES:
PANEL LINK RULES
THE FOLLOWING LINK RULES MUST BE OBSERVED FOR PROPER OPERATION:
•PANELS ARE DAISY-CHAINED ON ONE OF THE CONFIGURABLE LINKS PER LUTRON'S DRAWING,
HOWEVER THEY DO NOT HAVE TO BE IN THE ORDER SHOWN.
•DO NOT HOME-RUN OR T-TAP THIS WIRING LINK. ALL CIRCUITS NEED TO BE LANDED IN THESE
PANELS PER LUTRON'S PANEL SCHEDULES.
•THE MAXIMUM WIRE LENGTH OF A PANEL LINK IS 2,000 ft (600 m). A MX-RPTR IS USED TO EXTEND
THE LENGTH OF A LINK ANOTHER 2,000 ft (600 m). A MAXIMUM OF (3) MX-RPTR'S MAY BE USED PER
LINK FOR MAXIMUM LENGTH OF 8,000 ft (2,430 m) PER LINK.
•IF A PANEL IS MOVED TO ANOTHER LINK, OR THE LOADS ARE NOT WIRED AS SHOWN IN LUTRON
PANEL SCHEDULES, LUTRON MUST BE NOTIFIED. THIS INFORMATION IS IMPORTANT FOR
PROGRAMMING THE SYSTEM.
•UP TO 32 CIRCUIT SELECTORS PER LINK
•UP TO 512 SWITCH LEGS OR ZONES PER LINK
•LT-1 LINK TERMINATORS NEEDED ON EACH END OF THE LINK
QUANTUM NETWORK
WHEN A LIGHTING MANAGEMENT NETWORK (LMN) IS REQUIRED TO ENABLE COMMUNICATIONS
BETWEEN INDIVIDUAL LIGHT MANAGEMENT HUBS (LMH) AND BETWEEN LMH AND THE SYSTEMSERVER/DESKTOP/LAPTOP (Q-MANAGER). THE LMN REQUIRES A DEDICATED LAN OR VLAN. IT IS THERESPONSIBILITY OF THE NETWORK PROVIDER TO ENSURE THE RELIABILITY AND SECURITY OF THELMN.
CAT5E OR BETTER ETHERNET CABLE TO BE RUN FOR DEDICATED LMN TERMINATED WITH RJ45CONNECTORS (PROVIDED BY OTHERS). THE NUMBER OF ETHERNET HOPS/SEGMENTS BETWEEN THE
SERVER/DESKTOP/LAPTOP (Q-MANAGER) AND ANY LMN NODE SHALL NOT EXCEED 6. TOTAL LENGTHOF ETHERNET CABLE SHALL NOT EXCEED 328 FT (100M) POINT-TO-POINT.
IF LONGER RUNS ARE REQUIRED, MULTI-MODE FIBER OPTIC CABLE CAN BE USED INSTEAD WITH
APPROPRIATE FIBER OPTIC CONNECTORS (PROVIDED BY OTHERS). CONSULT WITH NETWORKPROVIDER FOR STANDARD ETHERNET AND FIBER OPTIC WIRING RULES FOR DISTANCE ANDSEPARATION AS WELL AS FOR PLACEMENT OF SWITCHES, ROUTERS, HUBS, ETC.
FOR MORE INFORMATION REGARDING NETWORK EQUIPMENT REQUIREMENTS AND NETWORKCONFIGURATION, PLEASE REFER TO THE QUANTUM LIGHTING MANAGEMENT NETWORKSPECIFICATION SHEET OR CONTACT LUTRON.
CAT5E OR BETTER CABLE FOR LUTRON
NETWORK TERMINATED WITH RJ45
CONNECTORS (TO BE PROVIDED BY
OTHERS). 328 ft (100 m) MAXIMUM RUN.
E
P
LUTRON CABLE GRX-CBL-46L (5 CONDUCTOR NON-PLENUM) OR GRX-PCBL-46L (5 CONDUCTOR
PLENUM RATED). OTHERWISE USE 2 #12 AWG (4 mm²), 1 BELDEN #9461 AND BETWEEN PANELS
ADD 1 #18 AWG (1.0 mm²) FOR EMERGENCY SENSING CABLE BY OTHERS.
PANEL LINK (SEE WIRE DESCRIPTION BELOW)
PANEL LINK (SEE WIRE DESCRIPTION BELOW)
(CONNECT WIRES 1, 2, 3 AND 4. DO NOT CONNECT WIRE # 5)
Q Q Q Q
P PP
P P
P
2085930
AS REQUIRED FOR STAND-ALONE RESTROOM DIMMING
ASSUMED 0-10V LOADS IF REQUIRED FOR BACK OF HOUSE AREAS
TYPICAL IN WALL 0-10V SENSOR
QS SMART PANEL POWER SUPPLY (QSPS-10PNL) SHADE WIRING GUIDE
MAXIMUM DEVICES PER ONE OUTPUT MAXIMUM DISTANCE PER ONE OUTPUT BASED ON WIRE GAUGE
SHADES + CONTROLS
12 AWG (4 mm²)
QSH-CBL-L-500
QSH-CBLP-L-500
16 AWG (1.5 mm²)
QSH-CBL-M-500
QSH-CBLP-M-500
18 AWG (1.0 mm²)
GRX-CBL-346S-500
1 SIVOIA QS SHADE OR
DRAPERY DRIVE UNIT
UP TO 1 POWER
DRAW UNIT
500 ft (150 m) 200 ft (60 m) 125 ft (35 m)
2 SIVOIA QS ROLLER 64,
≤ 30 ft² (2.75 m²) EACH
200 ft (60 m) 75 ft (20 m) 50 ft (15 m)
3 SIVOIA QS ROLLER 64,
≤ 20 ft² (1.8 m²) EACH
2 SIVOIA QS ROLLER 100,
≤ 50 ft² (4.6 m²) EACH
QS INDIVIDUAL POWER SUPPLY (QSPS-PX-1-35V OR QSPS-J-1-50) SHADE WIRING GUIDE
MAXIMUM DEVICES PER ONE OUTPUT MAXIMUM DISTANCE PER ONE OUTPUT BASED ON WIRE GAUGE
SHADES + CONTROLS 12 AWG (4,0 mm²)
QSH-CBL-L-500
QSH-CBLP-L-500
16 AWG (1,5 mm²)
QSH-CBL-M-500
QSH-CBLP-M-500
18 AWG (1,0 mm²)
GRX-CBL-346S-500
1 SIVOIA QS SHADE OR
DRAPERY DRIVE UNIT
UP TO
1 POWER DRAW
UNIT
250 ft (75 m) 100 ft (30 m) 50 ft (15 m)
S
AS REQUIRED
MAX OF 10 PER POWPAK ZONE X
SWITCHED POWER
(8A MAX)
P
QS LINK
PANEL LINK
TO NETWORK (QS-EO)
LEVEL 3
AS REQUIRED
TYPICAL 4-SCENE & OFF WALLSTATION
LOCATIONS TBD
OTHER BUTTON CONFIGURATIONS AVAILABLE
AS REQUIRED
MAX OF 10 PER QSM
AS REQUIRED
MAX OF 10 PER QSM
AS REQUIRED
MAX OF 10 PER QSM
AS REQUIRED
QTY & LOCATIONS TBD BASED ON
QTY & LOCATIONS OF SENSORS
AS REQUIRED
FOR A/V INTEGRATION
AS REQUIRED
TYPICAL SHADE WALLSTATION
LOCATIONS TBD
OTHER BUTTON CONFIGURATIONS AVAILABLE
AS REQUIRED FOR CONTROL OF EMERGENCY LOADS
QTY & MODEL NUMBER(S) TBD BASED ON EMEREGENCY INFORMATION
E.E. TO VERIFY EMERGENCY REQUIREMENTS
P
LEVEL 4
AS REQUIRED FOR CONTROL OF EMERGENCY LOADS
QTY & MODEL NUMBER(S) TBD BASED ON EMEREGENCY INFORMATION
E.E. TO VERIFY EMERGENCY REQUIREMENTS
TYPICAL INTERFACES REQUIRED FOR CONTROL OF PHASE DIMMING LOADS
MAY BE REQUIRED PENDING CONTROL TYPE OF TBD FIXTURES
FROM QUANTUM
NETWORK ON SHEET 1
Q
S
TO QS DEVICES AND/OR
QS SHADES ONLY
(UP TO 10)
120-240 V~
INPUT FEED
Q
AS REQUIRED
FOR INTEGRATION OF 3RD PARTY SHADES
AS REQUIRED
FOR LUTRON SHADING SOLUTION
OR
TYPICAL SHADE OPTIONS
QTY & LOCATION OF SHADES TBD BY ARCHITECT AND/OR SHADE DEALER
AS REQUIRED
(MAXIMUM OF 1/OUTPUT)
TO QS LINK TO QS LINK
AS REQUIRED
MAX OF 10 PER QSM
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
N.T.S.4/5/2018 10:53:21 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E612
LIGHTING CONTROL RISER
DIAGRAM SHEET 2
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
SPACE
TYPE
ROOM TYPE EQUIPMENT SEQUENCE:
A
B
C
D
E
ELEVATOR PIT,
HOISTWAY,
MACHINE ROOM,
ELECTRIC ROOM
ON: LIGHTS ARE MANUALLY TOGGLED ON
OFF: LIGHTS ARE MANUALLY TOGGLED OFF
O
OFFICES- INTERIOR
H PUBLIC
RESTROOMS
OCCUPANCY SENSOR
MANUAL SWITCH
SEQUENCE: LIGHTS ARE AUTOMATICALLY CONTROLLED IN THIS SPACE. ON: THE LIGHTS WILL AUTOMATICALLY TURN ON TO 100% WHEN THE SPACE BECOMES OCCUPIED. OFF: AFTER THE SPACE HAS BEEN
VACANT; THE LIGHTS WILL AUTOMATICALLY TURN OFF. A SWITCH OR KEY OPERATED SWITCH SHALL ALSO BE PROVIDED FOR MANUAL OFF.
I
CORRIDORS TIME OF DAY WITH OCCUPANCY
SENSOR OVERRIDE
SEQUENCE: LIGHTS ARE CONTROLLED VIA RELAY BASED LIGHTING CONTROL SYSTEM TIME CLOCK ENABLED/DISABLED.
ON: THE LIGHTS WILL AUTOMATICALLY TURN ON.
ADJUST: LIGHTS WILL AUTOMATICALLY TURN ON VIA OCCUPANCY SENSOR DURING OFF HOURS.
OFF: THE LIGHTS WILL AUTOMATICALLY TURN OFF.
M
BACK OF HOUSE
MECH ROOMS
MANUAL ON/OFF SWITCH SEQUENCE: LIGHTS ARE MANUALLY TURNED ON VIA MANUAL SWITCH AND MANUALLY TURNED OFF.
ON: PRESSING THE ON/OFF BUTTON TURNS LIGHTS ON. THE LIGHTS WILL REMAIN ON UNTIL MANUALLY TURNED OFF.
K
L
NOT USED --
J
JANITOR CLOSETS
N
G
P
Q
CONFERENCE
ROOMS, GROUP,
OPEN MEETING
INTERIOR
DIGITAL POWER PACK, DIMMING
SWITCH AND VACANCY SENSOR.
R VESTIBULE &
LOBBY
OCCUPANCY SENSOR SEQUENCE: AUTOMATIC ON: THE LIGHTS WILL AUTOMATICALLY TURN ON WHEN THE SPACE BECOMES OCCUPIED . OFF: AFTER THE SPACE HAS BEEN VACANT, THE LIGHTS WILL AUTOMATICALLY GO OFF.
S STAIRWELL OCCUPANCY SENSOR
T
EXTERIOR
BUILDING
MOUNTED
SEQUENCE: LIGHTS ARE CONTROLLED VIA THE BAS SYSTEM VIA CONTACTOR CONTROL WITH COIL DRIVER BY BAS.
ON: THE LIGHTS WILL AUTOMATICALLY TURN ON 1 HOUR AND 0 MINUTES BEFORE SUNSET. OFF: THE LIGHTS WILL AUTOMATICALLY TURN OFF 1 HOUR AND 0 MINUTES AFTER SUNRISE.V
EXTERIOR
PARKING
SEQUENCE: LIGHTS ARE CONTROLLED VIA THE BAS SYSTEM VIA CONTACTOR CONTROL WITH COIL DRIVER BY BAS.
ON: THE LIGHTS WILL AUTOMATICALLY TURN ON 1 HOUR AND 0 MINUTES BEFORE SUNSET. OFF: THE LIGHTS WILL AUTOMATICALLY TURN OFF 1 HOUR AND 0 MINUTES AFTER SUNRISE.W
EXTERIOR
WALKWAY
SEQUENCE: LIGHTS ARE CONTROLLED VIA THE BAS SYSTEM VIA CONTACTOR CONTROL WITH COIL DRIVER BY BAS.
ON: THE LIGHTS WILL AUTOMATICALLY TURN ON 1 HOUR AND 0 MINUTES BEFORE SUNSET. OFF: THE LIGHTS WILL AUTOMATICALLY TURN OFF AT 12:00 AM.X
EXTERIOR
DISPLAY
SEQUENCE: LIGHTS ARE CONTROLLED VIA THE BAS SYSTEM VIA CONTACTOR CONTROL WITH COIL DRIVER BY BAS.
ON: THE LIGHTS WILL AUTOMATICALLY TURN ON 1 HOUR AND 0 MINUTES BEFORE SUNSET. OFF: THE LIGHTS WILL AUTOMATICALLY TURN OFF AT SUNRISE.
LIGHTING CONTROL INTENT SCHEDULE
STANDARD TOGGLE SWITCH
DIGITAL LIGHTING
POWER PACK, DIMMER SWITCH,
VACANCY SENSOR
BAS TIME CLOCK WITH MANUAL
OVERRIDE AT CONTACTOR
BAS TIME CLOCK WITH MANUAL
OVERRIDE AT CONTACTOR
BAS TIME CLOCK WITH MANUAL
OVERRIDE AT CONTACTOR
BAS TIME CLOCK WITH MANUAL
OVERRIDE AT CONTACTOR
PERIMETER
OFFICES
DIGITAL LIGHTING
POWER PACK, DIMMER SWITCH,
VACANCY SENSOR AND
PHOTOCELL
Y
TELECOM ROOMS TIMER SWITCH
STORAGE ROOMS VACANCY SENSOR AND
MANUAL SWITCH
SEQUENCE: LIGHTS ARE MANUALLY TURNED ON.
ON: THE LIGHTS ARE MANUALLY TURNED ON BY A SWITCH AT THE ENTRANCE.
OFF: AFTER THE SPACE HAS BEEN VACANT , THE LIGHTS WILL AUTOMATICALLY TURN OFF.
OCCUPIED TIMEOUT
DELAY TO OFF
(MINUTES)
UN-OCCUPIED
TIMEOUT DELAY
TO OFF (MINUTES)
F
GENERAL PUBLIC
AREAS PERIMETER
DIGITAL LIGHTING
POWER PACK, DIMMER SWITCH,
OCCUPANCY SENSOR AND
PHOTOCELL
U
NOT USED --
(HOLD ON) (10)
AFTER 30 MIN.,
DIM TO 50%.
AFTER 60 MIN.,
DIM TO OFF.
EMERGENCY
LIGHTING STAY
ON.
(10)
(2) (2)
(30) (10)
(5) (5)
(30) MINUTES WITH (5) AND
(1) MINUTE REMAIN FLUSH
N/A N/A
(4 HRS) WITH (5) AND
(1) MINUTE REMAIN FLUSH
(15) (15)
(15) (15)
(15) (15)
CONFERENCE
ROOMS, GROUP,
OPEN MEETING
PERIMETER
DIGITAL LIGHTING POWER PACK,
VACANCY SENSOR,
DIMMER SWITCH, AND
PHOTOCELL
SEQUENCE: ALL LIGHTS TURN ON WHEN THE SPACE IS OCCUPIED AND CAN BE MANUALLY OVERRIDDEN.
ON: THE LIGHTS ARE AUTOMATICALLY TURNED ON.
ADJUST: THE GENERAL ROOM LIGHTING IS ON/OFF CONTROLLED WITH DIMMING SWITCH AT ENTRANCE. THE LIGHTS ARE MANUALLY DIMMED AT THE ENTRANCE TO THE ROOM .
OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF VIA OCCUPANCY SENSOR TIME OUT OR MANUALLY TOGGLED OFF USING A WALL CONTROL.
PHOTO: THE PERIMETER LIGHTS AND 50% OF THE GENERAL ROOM LIGHTS DIM BASED ON AVAILABLE DAYLIGHT IN THE ROOM.
SEQUENCE: AUTOMATIC ON: THE LIGHTS WILL AUTOMATICALLY TURN ON WHEN THE SPACE BECOMES OCCUPIED . OFF: AFTER THE SPACE HAS BEEN VACANT, THE LIGHTS WILL AUTOMATICALLY GO OFF.
SEQUENCE: LIGHTS ARE MANUALLY TURNED ON VIA TIME SWITCH AND AUTOMATICALLY OR MANUALLY TURNED OFF.
ON: PRESSING THE ON/OFF BUTTON TURNS LIGHTS ON. THE LIGHTS WILL REMAIN ON FOR THE DURATION OF THE TIME-OUT SETTING WHICH IS ADJUSTABLE FROM 5 MINUTES TO 12 HOURS.
OFF: LIGHTS CAN BE TURNED OFF BEFORE THE TIME-OUT SETTING EXPIRES BY PRESSING THE ON/OFF BUTTON.
WALL BOX TIMER SWITCH
SEQUENCE: MANUAL ON/OFF AND DIMMING
ON: THE LIGHTS ARE MANUALLY TURNED ON.
ADJUST: THE GENERAL ROOM LIGHTING IS ON/OFF CONTROLLED WITH DIMMING SWITCH AT ENTRANCE. THE LIGHTS ARE MANUALLY DIMMED AT THE ENTRANCE TO THE ROOM .
OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF VIA VACANCY SENSOR TIME OUT OR MANUALLY TOGGLED OFF USING A WALL CONTROL.
PHOTO: THE PERIMETER LIGHTS AND 50% OF THE GENERAL ROOM LIGHTS DIM BASED ON AVAILABLE DAYLIGHT IN THE ROOM. SET TO MAINTAIN 50 FOOT-CANDLES AT A HEIGHT OF 36 INCHES.
SEQUENCE: MANUAL ON/OFF AND DIMMING.
ON: THE LIGHTS ARE MANUALLY TURNED ON.
ADJUST: THE GENERAL ROOM LIGHTING IS ON/OFF CONTROLLED WITH DIMMING SWITCH AT ENTRANCE. THE LIGHTS ARE MANUALLY DIMMED AT THE ENTRANCE TO THE ROOM .
OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF VIA VACANCY SENSOR TIME OUT OR MANUALLY TOGGLED OFF USING A WALL CONTROL.
SEQUENCE: MANUAL ON/OFF AND DIMMING
ON: THE LIGHTS ARE MANUALLY TURNED ON.
ADJUST: THE GENERAL ROOM LIGHTING IS ON/OFF CONTROLLED WITH DIMMING SWITCH AT ENTRANCE. THE LIGHTS ARE MANUALLY DIMMED AT THE ENTRANCE TO THE ROOM .
OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF VIA VACANCY SENSOR TIME OUT OR MANUALLY TOGGLED OFF USING A WALL CONTROL.
PHOTO: THE PERIMETER LIGHTS AND 50% OF THE GENERAL ROOM LIGHTS DIM BASED ON AVAILABLE DAYLIGHT IN THE ROOM. SET TO MAINTAIN 50 FOOT-CANDLES AT A HEIGHT OF 36 INCHES.
SEQUENCE: MANUAL ON/OFF AND DIMMING.
ON: THE LIGHTS ARE MANUALLY TURNED ON.
ADJUST: THE GENERAL ROOM LIGHTING IS ON/OFF CONTROLLED WITH DIMMING SWITCH AT ENTRANCE. THE LIGHTS ARE MANUALLY DIMMED AT THE ENTRANCE TO THE ROOM .
OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF VIA VACANCY SENSOR TIME OUT OR MANUALLY TOGGLED OFF USING A WALL CONTROL.
GENERAL PUBLIC
AREAS INTERIOR
DIGITAL LIGHTING
POWER PACK, DIMMER SWITCH,
AND OCCUPANCY SENSOR
SEQUENCE: ALL LIGHTS TURN ON WHEN THE SPACE IS OCCUPIED AND CAN BE MANUALLY OVERRIDDEN.
ON: THE LIGHTS ARE AUTOMATICALLY TURNED ON.
ADJUST: THE GENERAL ROOM LIGHTING IS ON/OFF CONTROLLED WITH DIMMING SWITCH AT ENTRANCE. THE LIGHTS ARE MANUALLY DIMMED AT THE ENTRANCE TO THE ROOM .
OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF VIA OCCUPANCY SENSOR TIME OUT OR MANUALLY TOGGLED OFF USING A WALL CONTROL.
SEQUENCE: LIGHTS ARE MANUALLY TURNED ON VIA TIME SWITCH AND AUTOMATICALLY OR MANUALLY TURNED OFF.
ON: PRESSING THE ON/OFF BUTTON TURNS LIGHTS ON. THE LIGHTS WILL REMAIN ON FOR THE DURATION OF THE TIME-OUT SETTING WHICH IS ADJUSTABLE FROM 5 MINUTES TO 12 HOURS.
OFF: LIGHTS CAN BE TURNED OFF BEFORE THE TIME-OUT SETTING EXPIRES BY PRESSING THE ON/OFF BUTTON.
BOOK STACKS --
CATERING --
CLASSROOMS DIGITAL LIGHTING
POWER PACK, DIMMING
SWITCH, VACANCY SENSOR AND
PHOTOCELL
SEQUENCE: MANUAL ON/OFF AND DIMMING.
ON: THE LIGHTS ARE MANUALLY TURNED ON.
ADJUST: THE GENERAL ROOM LIGHTING IS ON/OFF CONTROLLED WITH DIMMING SWITCH AT ENTRANCE. THE LIGHTS ARE MANUALLY DIMMED AT THE ENTRANCE TO THE ROOM .
OFF: THE LIGHTS ARE AUTOMATICALLY TURNED OFF VIA VACANCY SENSOR TIME OUT OR MANUALLY TOGGLED OFF USING A WALL CONTROL.
PHOTO: THE PERIMETER LIGHTS AND 50% OF THE GENERAL ROOM LIGHTS DIM BASED ON AVAILABLE DAYLIGHT IN THE ROOM. SET TO MAINTAIN 50 FOOT-CANDLES AT A HEIGHT OF 36 INCHES. ZONES CONTROLLED
BY PHOTOCELL SHALL BE PROGRAMMED TO REACT TO DAYLIGHT AT SEPARATE RATES.
(30) (20)
OPEN OFFICE TIME OF DAY WITH OCCUPANCY
SENSOR OVERRIDE
SEQUENCE: LIGHTS ARE CONTROLLED VIA RELAY BASED LIGHTING CONTROL SYSTEM TIME CLOCK ENABLED/DISABLED.
ON: THE LIGHTS WILL AUTOMATICALLY TURN ON.
ADJUST: LIGHTS WILL AUTOMATICALLY TURN ON VIA OCCUPANCY SENSOR DURING OFF HOURS.
OFF: THE LIGHTS WILL AUTOMATICALLY TURN OFF.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
N.T.S.4/5/2018 10:53:29 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E621
LIGHTING CONTROL INTENT
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
S
S
S
S
B5
B5
B5
B5
A CONTROL STATION
SCALE: NONE
B CONTROL STATION
SCALE: NONE
C CONTROL STATION
SCALE: NONE
D CONTROL STATION
SCALE: NONE
ROOM
#
ROOM NAME ZONE DIM /
NON
DIM
CLASSROOM a
CLASSROOM 011 LIGHTING CONTROL SCHEDULE
D011
FIXTURES
LP13.16 & LP16A WEST SIDE
WALL
SWITCH
PRESET
1
BUTTON TEXT
ALL ON
ZONES
a
100%
b
100%
c d
100%
NOTES
b DLP13.16 & LP16A WEST 2 AV1
c D
d DLP13.16 & LP16A MIDDLE
50%
DAYLIGHT RESPONSIVE DIMMING IN DAYLIGHTING ZONES
DAYLIGHT
ZONE
Y
Y
Y
Y
100%
3 AV2
e
100%
20%
e
LP13.16 & LP16A MIDDLE
LP13.16 & LP16A EAST SIDE
DAYLIGHT RESPONSIVE DIMMING IN DAYLIGHTING ZONES
DAYLIGHT RESPONSIVE DIMMING IN DAYLIGHTING ZONES
D Y
50% 50% 50% 50%
20% 20% 20% 20%
f
100%
50%
20%
f LP13.16 & LP16A EAST SIDE D Y
5 OFF 0% 0% 0% 0% 0% 0%
4 AV3 20% 20% 20% 20% 20% 20%
z056
z056E
z057
z058
z059
z060
z061
TAF MIDDLE AND NORTHWEST CORNER D Y
TAF SOUTHWEST CORNER D Y
TAF EAST SIDE D Y
TA3 NORTHEAST CORNER D Y
TA3 EAST SIDE D Y
TA3 EAST SIDE D Y
TA3 SOUTHEAST CORNER D Y
TA3 SOUTHWEST CORNER D Y
TA6 SOUTH EXIT D Y
z064
z065E
z056 z056E z057 z058 z059 z060 z061 z064 z065E
ROOM
#
ROOM NAME ZONE DIM /
NON
DIM
CONWAY - OFFICE a
CONWAY OFFICES 103E/103F LIGHTING CONTROL SCHEDULE
D103E
FIXTURES
TA MIDDLE OF ROOM
WALL
SWITCH
PRESET
1
BUTTON TEXT
ALL ON
ZONES
a
100%
b
100%
c d
100%
NOTES
b DTM.8 NORTH WALL 2 AV1
c D
d D
50%
DAYLIGHT RESPONSIVE DIMMING IN DAYLIGHTING ZONES
DAYLIGHT
ZONE
Y
Y
Y
Y
100%
3 AV2 20%
DAYLIGHT RESPONSIVE DIMMING IN DAYLIGHTING ZONES
DAYLIGHT RESPONSIVE DIMMING IN DAYLIGHTING ZONES
50% 50% 50%
20% 20% 20%
5 OFF 0% 0% 0% 0%
4 AV3 20% 20% 20% 20%
ROOM
#
ROOM NAME ZONE DIM /
NON
DIM
BROWSING ROOM z163
BROWSING ROOM CLASSROOM 102 LIGHTING CONTROL SCHEDULE
D102
FIXTURES
TP.6 NORTH WALL WEST SIDE
WALL
SWITCH
PRESET
1
BUTTON TEXT
ALL ON
ZONES
z163
100%
z164
100%
z165 z166
100%
NOTES
z164 DTP.6 NORTH WALL EAST SIDE 2 AV1
z165 D
z166 DTA NORTHWEST CORNER
50%
DAYLIGHT RESPONSIVE DIMMING IN DAYLIGHTING ZONES
DAYLIGHT
ZONE
Y
Y
Y
Y
100%
3 AV2
z167
100%
20%
z167
TA NORTH SIDE
TA WEST SIDE
DAYLIGHT RESPONSIVE DIMMING IN DAYLIGHTING ZONES
DAYLIGHT RESPONSIVE DIMMING IN DAYLIGHTING ZONES
D Y
50% 50% 50% 50%
20% 20% 20% 20%
z168
100%
50%
20%
z168 TAD NORTH SIDE D Y
5 OFF 0% 0% 0% 0% 0% 0%
4 AV3 20% 20% 20% 20% 20% 20%
z169
z170
z171
z172
z173
z174
z174E
TA NORTH SIDE D Y
TA MIDDLE D Y
TA NORTHEAST CORNER D Y
TA EAST SIDE D Y
TAD SOUTHERN HALF D Y
TA SOUTHERN HALF D Y
TA EMERGENCY D Y
z169 z170 z171 z172 z173 z174 z174E
ROOM
#
ROOM NAME ZONE DIM /
NON
DIM
z324
CLASSROOM 303 LIGHTING CONTROL SCHEDULE
D303
FIXTURES
TA3 MIDDLE
WALL
SWITCH
PRESET
1
BUTTON TEXT
ALL ON
ZONES
z324
100%
z324a
100%
z324E z363
100%
NOTES
z324a DTA3 SOUTH SIDE 2 AV1
z324E D
z363 DTA3 NORTH SIDE
50%
DAYLIGHT RESPONSIVE DIMMING IN DAYLIGHTING ZONES
DAYLIGHT
ZONE
Y
Y
Y
Y
100%
3 AV2
z363E
100%
20%
z363E
TA3 EMERGENCY SOUTHERN HALF
TA3 EMERGENCY NORTHERN HALF
DAYLIGHT RESPONSIVE DIMMING IN DAYLIGHTING ZONES
DAYLIGHT RESPONSIVE DIMMING IN DAYLIGHTING ZONES
D Y
50% 50% 50% 50%
20% 20% 20% 20%
z366
100%
50%
20%
z366 TA3 MIDDLE D Y
5 OFF 0% 0% 0% 0% 0% 0%
4 AV3 20% 20% 20% 20% 20% 20%
CONWAY - OFFICE103F TA MIDDLE OF ROOM
TM.8 NORTH WALL
CLASSROOM
SPECIAL COLLECTIONS
CLASSROOM
LIGHT SWITCH AT SIDE ENTRIES
DENOTED AS ( ) ON PLANS.
LIGHT SWITCH AT SIDE ENTRIES
DENOTED AS ( ) ON PLANS.
LIGHT SWITCH AT SIDE ENTRIES
DENOTED AS ( ) ON PLANS.
LIGHT SWITCH AT SIDE ENTRIES
DENOTED AS ( ) ON PLANS.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
N.T.S.4/5/2018 10:53:37 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E622
LIGHTING CONTROL
SCHEDULES
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
NOTES:
1. REFER TO SPECIFICATION FOR EXTENT OF USE FOR TYPE MC CABLE.
2. ASTERISK "*" DENOTES NEUTRAL CONDUCTOR REQUIRED
3. THIS SCHEDULE DEFINES MINIMUM WIRE AND CONDUIT SIZES FOR EACH CIRCUIT TAG INDICATED. WHEREVER CIRCUIT TAGS ARE INDICATED ON DRAWINGS, DETERMINE MINIMUM WIRE AND CONDUIT SIZE
REQUIRED BY SELECTING THE APPROPRIATE ROW FOR ACTUAL CIRCUIT VOLTAGE/PHASE AND THEN SELECTING THE APPROPRIATE COLUMN FOR ACTUAL CABLE LENGTH OF CIRCUIT (CL) BASED ON PROPOSED
FIELD ROUTING. ONCE THE APPROPRIATE COLUMN IS SELECTED, THE REQUIRED MINIMUM WIRE AND CONDUIT SIZES ARE IDENTIFIED BY THE INTERSECTION OF THAT COLUMN AND THE ROW FOR THE ASSOCIATED
CIRCUIT TAG.
4. WIRE AND CONDUIT TAGS REPRESENT BASE AMPACITY AND NUMBER OF WIRES (NOT INCLUDING GROUNDS.) BASE AMPACITIES INDICATED ARE VALID FOR 90°C RATED COPPER CONDUCTORS (APPLIED AT THEIR
60°C RATING) IN 30°C AMBIENT TEMPERATURE. INCREASE WIRE AND CONDUIT SIZES TO COMPENSATE FOR LOWER TEMPERATURE RATED WIRES AND HIGHER AMBIENT TEMPERATURES.
5. WHERE OVERSIZED CONDUCTORS ARE TOO LARGE TO DIRECTLY CONNECT TO SOURCE OR DEVICE TERMINALS, TRANSITION TO SMALLER CONDUCTORS (NO LESS THAN MINIMUM SIZE SHOWN FOR THAT CIRCUIT
TAG IN SCHEDULE ABOVE) TO ACCOMMODATE REQUIRED TERMINATIONS. PROVIDE SPLICES, WIRE REDUCERS OR POWER BLOCKS IN APPROPRIATELY SIZED JUNCTION BOXES TO TRANSITION BETWEEN
DIFFERENT SIZE CONDUCTORS. LENGTHS OF CONDUCTOR BETWEEN TRANSITION TO SMALLER CABLE AND FINAL TERMINATION SHOULD BE LIMITED TO NO MORE THAN 10 FEET WHEREVER POSSIBLE.
6. 240V/1Φ CIRCUITS SHALL USE WIRE AND CONDUIT SIZES INDICATED ABOVE FOR 208V/1Φ CIRCUITS, EXCEPT MAXIMUM ALLOWABLE DISTANCES INDICATED MAY BE INCREASED BY 15%.
7. FOR CIRCUIT LENGTHS EXCEEDING MAXIMUM LENGTHS SHOWN IN SCHEDULE ABOVE, UPSIZE WIRE AND CONDUIT SIZES AS REQUIRED TO LIMIT VOLTAGE DROP TO NO MORE THAN 3% (FOR BRANCH CIRCUITS) AT
70% CIRCUIT LOADING. (FOR EXAMPLE, 20 AMP CIRCUIT CONDUCTORS ARE ASSUMED TO BE CARRYING 14 AMPS.) VOLTAGE DROP SHALL BE LIMITED TO 2% WHEN CIRCUITS ARE TO BE USED AS FEEDERS.
8. WHERE CIRCUITS ARE TO BE USED FOR FEEDERS, RATHER THAN BRANCH CIRCUITS, VOLTAGE DROP SHALL BE LIMITED TO NO MORE THAN 2%. ALLOWABLE MAXIMUM DISTANCES INDICATED IN SCHEDULE ABOVE
SHALL BE REDUCED BY 33%.
9. CONDUIT SIZES INDICATED ARE VALID FOR THHN/THWN AND XHHW CONDUCTOR TYPES INSTALLED IN EMT, ENT, FMC, IMC, LFMC, RMC AND RIGID PVC (SCHEDULE 80, SCHEDULE 40, TYPE A, AND TYPE EB) CONDUIT
TYPES. INCREASE CONDUIT SIZES AS REQUIRED TO COMPENSATE FOR CONDUCTOR TYPES WITH LARGER OVERALL DIAMETERS AND FOR CONDUIT TYPES WITH SMALLER INTERNAL DIAMETERS.
10. CONDUIT SIZES INDICATED ARE REQUIRED MINIMUM SIZES AND MAY BE INCREASED FOR LONG RUNS OR WHERE MULTIPLE BENDS ARE NECESSARY.
11. CONDUITS SMALLER THAN 3 INCHES SHALL BE UPGRADED TO THE NEXT LARGER TRADE SIZE WHEN USED FOR DIRECT-BURIED AND IN-SLAB INSTALLATIONS.
12. UPGRADE CONDUIT SIZES FOR CIRCUITS RUN IN CONCRETE-ENCASED UNDERGROUND DUCTBANKS TO THE SIZES INDICATED FOR THE DUCTBANK CONDUITS.
13. TAGS WITH ISOLATED GROUND (+IG) INDICATED SHALL INCLUDE A SEPARATE IG CONDUCTOR, SAME SIZE AS ASSOCIATED CIRCUIT GROUND CONDUCTOR, TIED TO THE IG BUS. CONDUIT SIZES INDICATED IN
SCHEDULE ABOVE ARE LARGE ENOUGH TO ACCOMMODATE AN IG CONDUCTOR IN ADDITION TO CONDUCTORS SHOWN.
TRANSFORMER DESIGNATION
TRANSFORMER TAG (REFER TO SCHEDULE BELOW FOR ASSOCIATED RATINGS)
DOT INDICATES SECONDARY SIDE OF TRANSFORMER.
GEC (REFER TO SCHEDULE BELOW FOR SIZE)
K-RATING (BLANK INDICATES NON K-RATED TRANSFORMER)
WIRE AND CONDUITXFMR
TAG
T10
T9
T8
T7
T6
T5
T4
T3
T2
T1
SIZE
(kVA)
500
300
225
150
112.5
75
45
30
15
9
PRI
OCPD
1000A/3P
600A/3P
450A/3P
300A/3P
225A/3P
150A/3P
90A/3P
60A/3P
30A/3P
20A/3P
WIRE AND
CONDUIT
GEC
SIZE
SEC
OCPD
1600A/3P
1000A/3P
800A/3P
500A/3P
400A/3P
250A/3P
150A/3P
100A/3P
50A/3P
35A/3P
#4/0
#3/0
#3/0
#2/0
#1/0
#2
#6
#6
#8
#8
WIRE AND
CONDUIT
GEC
SIZE
#4/0
#3/0
#2/0
#1/0
#2
#4
#6
#8
#8
K-RATED
PRIMARY
(480V)
(4)4"C, 4-600kcmil
& 1#4/0 G
(3)4"C, 4-400kcmil
& 1#3/0 G
(2)4"C, 4-600kcmil
& 1#3/0 G
(2)3"C, 4-250kcmil
& 1#2/0 G
4"C, 4-600kcmil
& 1#1/0 G
3"C, 4-250kcmil
& 1#2 G
2"C, 4#1/0
& 1#6 G
2"C, 4#1
& 1#6 G
1"C, 4#6
& 1#8 G
(6)4"C, 5-350kcmil &
1-300kcmil G
(3)4"C, 5-500kcmil
& 1#4/0 G
(3)4"C, 5-350kcmil
& 1#3/0 G
(2)4"C, 5-300kcmil
& 1#2/0 G
(2)3"C, 5#4/0
& 1#1/0 G
4"C, 5-300kcmil
& 1#2 G
2-1/2"C, 5#2/0
& 1#4 G
2"C, 3#1, 2#1/0N
& 1#6 G
1-1/2"C, 3#4, 1#1N
& 1#8 G
1-1/4"C, 3#6, 1#3N
& 1#8 G
300
kcmil
3 4 XFMR
TAG
T10
T9
T8
T7
T6
T5
T4
T3
T2
T1
2 2
LOW-VOLTAGE TRANSFORMER SCHEDULE
LOW-VOLTAGE TRANSFORMER SYMBOL LEGEND
NON K-RATED
SECONDARY
(208Y/120V)
3/4"C, 4#8
& 1#8 G
PRIMARY OCPD DEVICE SHALL ACCOMMODATE ASSOCIATED TRANSFORMER IN-RUSH CURRENT. TRANSFORMERS WITH
HIGHER THAN TYPICAL IN-RUSH CURRENTS MAY REQUIRE A LARGER PRIMARY OCPD; INCREASE PRIMARY OCPD AND
ASSOCIATED WIRE AND CONDUIT SIZES IF NECESSARY.
PROVIDE SECONDARY OVERCURRENT PROTECTION DEVICE WITHIN TEN FEET OF TRANSFORMER SECONDARY TERMINALS
EITHER IN A PANELBOARD MAIN DEVICE OR AN INDIVIDUALLY-MOUNTED OVERCURRENT DEVICE.
MOUNT TRANSFORMERS UTILIZING DOUBLE-DEFLECTION NEOPRENE ISOLATION MOUNTS WITH 0.50 INCH DEFLECTION.
MAKE CONDUIT CONNECTIONS TO TRANSFORMERS SO THAT TRANSFER OF NOISE AND VIBRATION IS MINIMIZED. UTILIZE A
MINIMUM OF 18-INCHES OF FLEXIBLE CONDUIT WHEN CONNECTING CONDUIT TO TRANSFORMERS.
ADJUST PRIMARY AND SECONDARY TAP SETTINGS TO COMPENSATE FOR VOLTAGE VARIATIONS. ADJUST SETTINGS TO
SATISFY OWNER-PROVIDED EQUIPMENT REQUIREMENTS.
PROVIDE MINIMUM 4-INCH HIGH CONCRETE HOUSEKEEPING PADS FOR FLOOR-MOUNTED TRANSFORMERS.
T3
K-13
NT1
ALL CONDUCTOR SIZES ARE FOR COPPER CONDUCTORS. ALUMINUM CONDUCOTRS SHALL NOT BE USED ON THE PRIMARY OR6.
ASTERISK "*" DENOTES TRAPEZE MOUNTED.10.
8.
5.
9.
4.
7.
2.
3.
NOTES:
1.TAG DESIGNATIONS ARE AS FOLLOWS: T# IS NEMA TP1 TRANSFORMER , T#K IS A MINIMUM K13 RATED TRANSFORMER
AND T#G IS MINIMUM K13 RATED TRANSFORMER WITH ISOLATED GROUND ON SECONDARY. REFER TO SPECIFICATIONS
FOR ADDITIONAL INFORMATION.
GROUND TRANSFORMER TO NEAREST AVAILABLE EFFECTIVELY-GROUNDED STRUCTURAL STEEL ELEMENT,
WATER PIPE AND/OR ONE OF THE METHODS LISTED IN NATIONAL ELECTRIC CODE WITH A GROUNDING
ELECTRODE CONDUCTOR "GEC" SIZED PER SCHEDULE ABOVE. BOND NEUTRAL OF TRANSFORMER SECONDARY
TO TRANSFORMER CASE WITH BONDING JUMPER PER NATIONAL ELECTRIC CODE.
SECONDARY CONNECTIONS.
SYMBOL
NOTE:
1. COORDINATE EXACT NEMA CONFIGURATION WITH EQUIPMENT MANUFACTURER/PROVIDER.
- 3/4"
3#6 & 1#10 GND
3#6 & 1#10 GND
2#10 & 1#10 GND
2#12 & 1#12 GND
250V., 3Φ, 3P., 4W.
250V., 3Φ, 3P., 4W.
60A.,
20A.,
50A.,
30A.,
15-60R
L5-20R
15-50R
L5-30R
16
14
15
13
125V., 2P., 3W.
125V., 2P., 3W.
TWIST-LOCK
TWIST-LOCK 30A - 1P
50A - 3P
60A - 3P
20A - 1P
C.
C.
C.
C.- 3/4"
- 3/4"
- 3/4"
2#10 & 1#10 GND
2#6 & 1#10 GND
2#12 & 1#12 GND
2#12 & 1#12 GND
2#6 & 1#10 GND
3#6 & 1#10 GND
3#6 & 1#10 GND
3#12 & 1#12 GND
2#10 & 1#10 GND
3#10 & 1#10 GND
3#10 & 1#10 GND
3#12 & 1#12 GND
DEVICE RATINGS
125/250V., 3P., 4W.
250V., 3Φ, 3P., 4W.
125/250V., 3P., 4W.
125/250V., 3P., 4W.
250V., 3Φ, 3P., 4W.
125/250V., 3P., 4W.
20A.,
50A.,
20A.,
30A.,
50A.,
50A.,
30A.,
20A.,
30A.,
60A.,
14-50R
14-60R
15-30R
15-20R
14-30R11
12
9
8
10
6-20R
5-50R
6-50R
6-30R
14-20R
5
7
6
4
3
250V., 2P., 3W.
125V., 2P., 3W.
250V., 2P., 3W.
250V., 2P., 3W.
30A.,
20A.,
NEMA NO.
5-20R
5-30R
2 125V., 2P., 3W.
125V., 2P., 3W.
60A - 2P
20A - 3P
30A - 3P
50A - 2P
30A - 2P
30A - 2P
20A - 2P
50A - 2P
20A - 2P
50A - 1P
CIRCUIT
BREAKER
20A - 1P
30A - 1P
C.
C.
C.
C.
C.
C.
C.
C.
C.
C.- 3/4"
- 3/4"
- 3/4"
- 3/4"
- 3/4"
- 3/4"
- 3/4"
- 3/4"
- 3/4"
- 3/4"
C.
C.
BRANCH CIRCUIT
- 3/4"
- 3/4"
17
18
19
21
22
23
24
25
27
26
28
29
20
L16-20R 20A., 480V., 3Φ, 3P., 4W. TWIST-LOCK 20A - 3P 3#12 & 1#12 GND - 3/4"
L16-30R - 3/4"480V., 3Φ, 3P., 4W.30A.,TWIST-LOCK 3#10 & 1#10 GND30A - 3P
C.
C.
L15-30R TWIST-LOCK
L6-30R - 3/4"250V., 2P., 3W.30A.,TWIST-LOCK 2#10 & 1#10 GND30A - 2P C.
L6-20R - 3/4"250V., 2P., 3W.20A.,TWIST-LOCK 2#12 & 1#12 GND20A - 2P C.
L15-20R - 3/4"250V., 3Φ, 3P., 4W.20A.,TWIST-LOCK 3#12 & 1#12 GND20A - 3P C.
L14-20R
L14-30R
L6-15R 15A.,
3#10 & 1#10 GND250V., 3Φ, 3P., 4W.30A.,30A - 3P C.- 3/4"
C.2#12 & 1#12 GND250V., 2P., 3W.15A - 2P - 3/4"TWIST-LOCK
3#12 & 1#12 GND
3#10 & 1#10 GND
125/250V., 3P., 4W.
125/250V., 3P., 4W.
20A.,
30A.,30A - 2P
20A - 2P C.
C.- 3/4"
- 3/4"
TWIST-LOCK
TWIST-LOCK
L22-30R TWIST-LOCK
L22-20R - 3/4"277/480V., 3Φ, 4P., 5W.20A.,TWIST-LOCK 4#12 & 1#12 GND20A - 3P C.
L21-20R
L21-30R
4#10 & 1#10 GND277/480V., 3Φ, 4P., 5W.30A.,30A - 3P C.- 3/4"
4#12 & 1#12 GND
4#10 & 1#10 GND
125/208V., 3Φ, 4P., 5W.
125/208V., 3Φ, 4P., 5W.
20A.,
30A.,30A - 3P
20A - 3P C.
C.- 3/4"
- 3/4"
TWIST-LOCK
TWIST-LOCK
2#12 & 1#12 GND15A.,5-15R1 125V., 2P., 3W.15A - 1P C.- 3/4"
2#12 & 1#12 GND15A.,6-15R 250V., 2P., 3W.15A - 2P C.- 3/4"
3#12 & 1#12 GND125/250V., 3P., 4W.15A.,14-15R 15A - 2P C.- 3/4"
3#12 & 1#12 GND250V., 3Φ, 3P., 4W.15A.,15-15R 15A - 3P C.- 3/4"
2#12 & 1#12 GND15A.,L5-15R 125V., 2P., 3W. TWIST-LOCK 15A - 1P C.- 3/4"
30
31
32
33
34
60*
70*
100*
125*
150*
175*
200*
225*
250*
300*
350*
400*
500*
600*
800*
1000*
1200*
1600*
2000*
2500*
3000*
3200*
3600*
4000*
3-12 AWG, & 1-12 AWG GND. -3/4"C
3-10 AWG, & 1-10 AWG GND. -3/4"C
3-6 AWG, & 1-10 AWG GND-3/4"C.
3-3 AWG, & 1-8 AWG GND -1 1/4"C.
3-1/O AWG, & 1-6 AWG GND -1 1/2"C.
3-3/O AWG, & 1-6 AWG GND-2"C.
3-350kcmil, & 1-4 AWG GND-3"C.
3-500kcmil, & 1-3 AWG GND-3"C.
2 SETS (3-250kcmil, & 1-2 AWG GND-2 1/2"C.)
2 SETS (3-600kcmil, & 1-1/0 AWG GND-4"C.)
2 #6 & 1 #10 GND. - 3/4"C.
CONDUCTOR & RACEWAY
2 #8 & 1 #10 GND. - 3/4"C.
2 #10 & 1 #10 GND. - 3/4"C.
2 #12 & 1 #12 GND. - 3/4"C.
2 #6 & 1 #10 GND. - 3/4"C.
2 #10 & 1 #10 GND. - 3/4"C.
2 #8 & 1 #10 GND. - 3/4"C.
2 #4 & 1 #10 GND. - 1"C.
2 #6 & 1 #10 GND. - 3/4"C.
2 #6 & 1 #10 GND. - 3/4"C.
2 #8 & 1 #10 GND. - 3/4"C.
2 #6 & 1 #10 GND. - 3/4"C.
120 VOLT 1Φ, 2W. CIRCUITS
BRANCH CIRCUITS SCHEDULE
2 #4 & 1 #8 GND. - 1"C.
2 #3 & 1 #8 GND. - 1"C.
2 #2 & 1 #8 GND. - 1"C.
2 #2 & 1 #8 GND. - 1"C.
2 #4 & 1 #8 GND. - 1"C.
2 #3 & 1 #8 GND. - 1"C.
2 #4 & 1 #8 GND. - 1"C.
2 #3 & 1 #8 GND. - 1"C.
60A-1P
40A-1P
50A-1P
CIRCUIT BREAKER
20A-1P
30A-1P
65' - 105'
135' - 170'
170' - 215'
100' - 160'
160' - 205'
205' - 260'
0 - 85'
85' - 135'
130' - 200'
200' - 260'
105' - 170'
170' - 270'
0 - 100'
80' - 130'
0 - 80'
BRANCH CIRCUIT DISTANCE
160' - 255'
100' - 160'
65' - 100'
0 - 65'
0 - 65'
CONDUCTOR & RACEWAY
2 #8 & 1 #10 GND. - 3/4"C.
2 #10 & 1 #10 GND. - 3/4"C.
2 #6 & 1 #10 GND. - 3/4"C.
2 #8 & 1 #10 GND. - 3/4"C.
2 #8 & 1 #10 GND. - 3/4"C.
2 #6 & 1 #10 GND. - 3/4"C.
2 #6 & 1 #10 GND. - 3/4"C.
2 #6 & 1 #10 GND. - 3/4"C.
2 #12 & 1 #12 GND. - 3/4"C.
2 #10 & 1 #10 GND. - 3/4"C.
277 VOLT 1Φ, 2W. CIRCUITS
2 #4 & 1 #8 GND. - 1"C.
2 #4 & 1 #8 GND. - 1"C.
50A-1P
60A-1P
2 #4 & 1 #8 GND. - 1"C.
40A-1P
30A-1P
20A-1P
CIRCUIT BREAKER
235' - 370'
195' - 310'
0 - 195'
0 - 235'
BRANCH CIRCUIT DISTANCE
145' - 230'
230' - 370'
290' - 465'
185' - 290'
245' - 390'
150' - 245'
0 - 185'
0 - 150'
0 - 145'
BRANCH CIRCUIT DISTANCE
3 #12 & 1 #12 GND. - 3/4"C.
3 #10 & 1 #10 GND. - 3/4"C.
3 #6 & 1 #10 GND. - 3/4"C.
3 #4 & 1 #8 GND. - 1"C.
3 #3 & 1 #8 GND. - 1-1/4"C.
3 #2 & 1 #8 GND. - 1-1/2"C.
3 #4 & 1 #8 GND. - 1"C.
3 #6 & 1 #10 GND. - 3/4"C.
3 #6 & 1 #10 GND. - 3/4"C.
3 #8 & 1 #10 GND. - 3/4"C.
3 #8 & 1 #10 GND. - 3/4"C.
3 #6 & 1 #10 GND. - 3/4"C.
3 #6 & 1 #10 GND. - 3/4"C.
3 #10 & 1 #10 GND. - 3/4"C.
3 #8 & 1 #10 GND. - 3/4"C.
CONDUCTOR & RACEWAY
3 #3 & 1 #8 GND. - 1-1/4"C.
3 #4 & 1 #8 GND. - 1"C.
3 #4 & 1 #8 GND. - 1"C.
60A-2P
50A-2P
40A-2P
CIRCUIT BREAKER
30A-2P
20A-2P
115' - 185'
290' - 365'
230' - 290'
145' - 230'
0 - 145'
280' - 350'
175' - 280'
0 - 175'
220' - 340'
135' - 220'
0 - 135'
290' - 460'
185' - 290'
0 - 115'
275' - 440'
170' - 275'
110' - 170'
0 - 110'
2 #2 & 1 #8 GND. - 1-1/2"C.
2 #3 & 1 #8 GND. - 1-1/4"C.
2 #4 & 1 #8 GND. - 1"C.
2 #6 & 1 #10 GND. - 3/4"C.
2 #3 & 1 #8 GND. - 1-1/4"C.
2 #4 & 1 #8 GND. - 1"C.
2 #6 & 1 #10 GND. - 3/4"C.
2 #4 & 1 #8 GND. - 1"C.
2 #6 & 1 #10 GND. - 3/4"C.
2 #8 & 1 #10 GND. - 3/4"C.
2 #4 & 1 #8 GND. - 1"C.
2 #6 & 1 #10 GND. - 3/4"C.
2 #8 & 1 #10 GND. - 3/4"C.
2 #10 & 1 #10 GND. - 3/4"C.
2 #6 & 1 #10 GND. - 3/4"C.
2 #8 & 1 #10 GND. - 3/4"C.
2 #10 & 1 #10 GND. - 3/4"C.
2 #12 & 1 #12 GND. - 3/4"C.
208 VOLT 1Φ, 2W. CIRCUITS
CONDUCTOR & RACEWAY
60A-2P
50A-2P
40A-2P
30A-2P
CIRCUIT BREAKER
20A-2P
170' - 275'
275' - 440'
0 - 115'
185' - 290'
290' - 460'
0 - 135'
135' - 220'
220' - 340'
0 - 175'
175' - 280'
280' - 350'
0 - 145'
145' - 230'
230' - 290'
290' - 365'
115' - 185'
0 - 110'
110' - 170'
BRANCH CIRCUIT DISTANCE
3 #4 & 1 #8 GND. - 1"C.
3 #4 & 1 #8 GND. - 1"C.
3 #3 & 1 #8 GND. - 1-1/4"C.
CONDUCTOR & RACEWAY
3 #8 & 1 #10 GND. - 3/4"C.
3 #10 & 1 #10 GND. - 3/4"C.
3 #6 & 1 #10 GND. - 3/4"C.
3 #6 & 1 #10 GND. - 3/4"C.
3 #8 & 1 #10 GND. - 3/4"C.
3 #8 & 1 #10 GND. - 3/4"C.
3 #6 & 1 #10 GND. - 3/4"C.
3 #6 & 1 #10 GND. - 3/4"C.
3 #4 & 1 #8 GND. - 1"C.
3 #2 & 1 #8 GND. - 1-1/2"C.
3 #3 & 1 #8 GND. - 1-1/4"C.
3 #4 & 1 #8 GND. - 1"C.
3 #6 & 1 #10 GND. - 3/4"C.
3 #12 & 1 #12 GND. - 3/4"C.
3 #10 & 1 #10 GND. - 3/4"C.
40A-3P
50A-3P
60A-3P
20A-3P
30A-3P
CIRCUIT BREAKER
100' - 160'
255' - 320'
0 - 125'
240' - 305'
125' - 200'
200' - 255'
190' - 300'
120' - 190'
150' - 240'
0 - 150'
0 - 120'
255' - 400'
160' - 255'
BRANCH CIRCUIT DISTANCE
95' - 150'
150' - 240'
240' - 380'
0 - 100'
0 - 95'
CONDUCTOR & RACEWAY
3 #10 & 1 #10 GND. - 3/4"C.
3 #8 & 1 #10 GND. - 3/4"C.
3 #8 & 1 #10 GND. - 3/4"C.
3 #6 & 1 #10 GND. - 3/4"C.
3 #6 & 1 #10 GND. - 3/4"C.
3 #12 & 1 #12 GND. - 3/4"C.
3 #10 & 1 #10 GND. - 3/4"C.
3 #4 & 1 #8 GND. - 1"C.
3 #6 & 1 #10 GND. - 3/4"C.
3 #4 & 1 #8 GND. - 1"C.
50A-3P
60A-3P
20A-3P
40A-3P
30A-3P
CIRCUIT BREAKER
0 - 350'
290' -
0 - 290'
350' -
BRANCH CIRCUIT DISTANCE
215' - 345'
0 - 350'
350' -
0 - 230'
230' - 370'
0 - 215'
60A-2P *
50A-2P *
40A-2P *
30A-2P *
20A-2P *
120/208 VOLT 3Φ, 4W. CIRCUITS
CIRCUIT BREAKER
CIRCUIT BREAKER
4 #4 & 1 #8 GND. - 1-1/4"C.
4 #6 & 1 #10 GND. - 1"C.
4 #4 & 1 #8 GND. - 1-1/4"C.
4 #6 & 1 #10 GND. - 1"C.
4 #6 & 1 #10 GND. - 1"C.
4 #8 & 1 #10 GND. - 3/4"C.
290' -
350' -
0 - 350'
350' -
0 - 290'
0 - 350'
277/480 VOLT 3Φ, 4W. CIRCUITS
4 #4 & 1 #8 GND. - 1-1/4"C.
4 #10 & 1 #10 GND. - 3/4"C.
4 #12 & 1 #12 GND. - 3/4"C.
4 #8 & 1 #10 GND. - 3/4"C.
4 #10 & 1 #10 GND. - 3/4"C.
CONDUCTOR & RACEWAY
4 #6 & 1 #10 GND. - 1"C.
4 #4 & 1 #8 GND. - 1-1/4"C.
4 #3 & 1 #8 GND. - 1-1/4"C.
4 #2 & 1 #8 GND. - 1-1/2"C.
4 #3 & 1 #8 GND. - 1-1/4"C.
4 #10 & 1 #10 GND. - 3/4"C.
4 #12 & 1 #12 GND. - 3/4"C.
4 #6 & 1 #10 GND. - 1"C.
4 #6 & 1 #10 GND. - 1"C.
4 #8 & 1 #10 GND. - 3/4"C.
4 #8 & 1 #10 GND. - 3/4"C.
4 #6 & 1 #10 GND. - 1"C.
4 #6 & 1 #10 GND. - 1"C.
4 #10 & 1 #10 GND. - 3/4"C.
4 #8 & 1 #10 GND. - 3/4"C.
CONDUCTOR & RACEWAY
4 #4 & 1 #8 GND. - 1-1/4"C.
4 #4 & 1 #8 GND. - 1-1/4"C.
150' - 240'
BRANCH CIRCUIT DISTANCE
0 - 215'
230' - 370'
0 - 230'
215' - 345'
200' - 255'
125' - 200'
240' - 305'
0 - 125'
255' - 320'
BRANCH CIRCUIT DISTANCE
100' - 160'
160' - 255'
255' - 400'
0 - 120'
0 - 150'
120' - 190'
190' - 300'
0 - 95'
0 - 100'
240' - 380'
150' - 240'
95' - 150'
60A-3P *
40A-3P *
50A-3P *
30A-3P *
20A-3P *
60A-3P *
50A-3P *
40A-3P *
30A-3P *
20A-3P *
120/208 VOLT 1Φ, 3W. CIRCUITS
208 VOLT 3Φ, 3W. CIRCUITS
480 VOLT 3Φ, 3W. CIRCUITS
SPECIAL PURPOSE RECEPTACLE SCHEDULE
COPPER CONDUCTORS
1"
60
1.25"
1.25"
70
1.5"
1.5"
100
2"
2"
125
2.5"
2"
150
2.5"
2"
175
2.5"
2"
200
2.5"
LEGEND OF FEEDER SIZES
3-6 AWG; 1-6 AWG N; 1-10 AWG GND.
CHANGE NEUTRAL TO 1-4 AWG
ADD 1-10 AWG IG
3-4 AWG; 1-4 AWG N; 1-8 AWG GND.
CHANGE NEUTRAL TO 1-1/0 AWG
ADD 1-8 AWG IG
3-1 AWG; 1-1 AWG N; 1-8 AWG GND.
CHANGE NEUTRAL TO 1-3/0 AWG
ADD 1-8 AWG IG
3-1/0 AWG; 1-1/0 AWG N; 1-6 AWG GND.
CHANGE NEUTRAL TO 2-1/0 AWG
ADD 1-6 AWG IG
3-1/0 AWG; 1-1/0 AWG N; 1-6 AWG GND.
CHANGE NEUTRAL TO 2-1/0 AWG
ADD 1-6 AWG IG
3-2/0 AWG; 1-2/0 AWG N; 1-6 AWG GND.
CHANGE NEUTRAL TO 2-2/0 AWG
ADD 1-6 AWG IG
3-3/0 AWG; 1-3/0 AWG N; 1-6 AWG GND.
CHANGE NEUTRAL TO 2-3/0 AWG
ADD 1-6 AWG IG
2.5"
225
2.5"
3-4/0 AWG; 1-4/0 AWG N; 1-4 AWG GND.
CHANGE NEUTRAL TO 2-4/0 AWG
ADD 1-4 AWG IG
3"
250
3"
3-250 kcmil ; 1-250 kcmil N; 1-4 AWG GND.
CHANGE NEUTRAL TO 2-250 kcmil
ADD 1-4 AWG IG
3"
300
3"
3-350 kcmil ; 1-350 kcmil N; 1-4 AWG GND.
CHANGE NEUTRAL TO 2-350 kcmil AWG
ADD 1-4 AWG IG
4"
350
4"
3-500 kcmil ; 1-500 kcmil N; 1-3 AWG GND.
CHANGE NEUTRAL TO 2-500 kcmil
ADD 1-3 AWG IG
4"
400
4"
3-600 kcmil ; 1-600 kcmil N; 1-3 AWG GND.
CHANGE NEUTRAL TO 2-600 kcmil
ADD 1-3 AWG IG
(2)-3"500 (2 SETS 0F) 3-250 kcmil ; 1-250 kcmil N; 1-2 AWG GND.
(2)-3.5"600 (2 SETS OF) 3-350 kcmil ; 1-350 kcmil N; 1-1 AWG GND.
(2)-4"800 (2 SETS OF) 3-600 kcmil ; 1-600 kcmil N; 1-1/0 AWG GND.
(3) 3.5"(3 SETS OF) 3-500 kcmil; 1-500 kcmil N; 1-2/0 AWG GND.
(3)-4"(3 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-3/0 AWG GND.
(4)-4"(4 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-4/0 AWG GND.
(5)-4"(5 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-250 kcmil GND.
(6)-4"
(8)-4"
(8)-4"
(9)-4"
(10)-4"
NOTES:
1.ALL AMPACITIES ARE BASED ON 75 DEGREE C TEMPERATURE RATING OF CONDUCTOR AS LISTED IN THE NATIONAL ELECTRIC
CODE.
(6 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-350 kcmil GND.
(8 SETS OF) 3-500 kcmil; 1-500 kcmil N; 1-400 kcmil GND.
(8 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-500 kcmil GND.
(9 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-500 kcmil GND.
(10 SETS OF) 3-600 kcmil; 1-600 kcmil N; 1-500 kcmil GND.
Y
K
G
NOMINAL
AMPERE
RATING
FEEDER
TAG &
MODIFICATIONS
CONDUCTORS MINIMUM
RACEWAY
SIZE
(INCHES)
Y
K
G
Y
K
G
Y
K
G
Y
K
G
Y
K
G
Y
K
G
Y
K
G
Y
K
G
Y
K
G
Y
K
G
Y
K
G
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
DESIGNATIONS
Y - THREE PHASE FOUR WIRE FEEDER.
K - THREE PHASE FEEDER WITH OVERSIZED NEUTRAL.
G - THREE PHASE FEEDER WITH ISOLATED GROUND.
2.FEEDERS MAY HAVE A COMBINATION OF OVERSIZED NEUTRAL AND ISOLATED GROUND (DESIGNATION K AND G). REFER TO RISER
FOR FEEDER DESIGNATIONS.
THE ASTERISK ABOVE IS FILLED IN WITH ONE OR MORE OF THE FOLLOWING DESIGNATIONS ON THE RISER.
- 3-6 AWG; 1-10 AWG GND.
3-4 AWG; 1-8 AWG GND.-
3-1 AWG; 1-8 AWG GND.-
3-1/0 AWG; 1-6 AWG GND.-
3-1/0 AWG; 1-6 AWG GND.-
3-2/0 AWG; 1-6 AWG GND.-
3-3/0 AWG; 1-6 AWG GND.-
3-4/0 AWG; 1-4 AWG GND.-
3-250 kcmil; 1-4 AWG GND.-
3-350 kcmil; 1-4 AWG GND.-
3-500 kcmil; 1-3 AWG GND.-
3-600 kcmil ; 1-3 AWG GND.-
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
N.T.S.4/5/2018 10:53:44 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E701
ELECTRICAL GENERAL
SCHEDULES
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
N.T.S.1 E701 - ELECTRICAL GENERAL SCHEDULES
NO. DATE DESCRIPTION
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013 4/5/2018 10:53:55 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E711
ELECTRICAL MECHANICAL
EQUIPMENT SCHEDULE
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
MECHANICAL EQUIPMENT SCHEDULE DEVICE LEGEND
ABBREVIATION DESCRIPTION
CP CONTROL PANEL:
EQUIPMENT HAVING A CONTROL PANEL SHALL BE FURNISHED AND
INSTALLED BY DIVISION 23 AND WIRED BY DIVISION 26.
CSD COMBINATION FUSED DISCONNECT & STARTER:
EQUIPMENT REQUIRING A STARTER SHALL BE FURNISHED WITH A
COMBINATION STARTER/FUSED DISCONNECT BY DIVISION 26. THE
ELECTRICAL CONTRACTOR SHALL INSTALL AND WIRE THE
COMBINATION STARTER/FUSED DISCONNECT.
FDS FUSED DISCONNECT SWITCH:
UNLESS OTHERWISE INDICATED, ALL FUSED DISCONNECT SWITCHES
ARE PROVIDED BY DIVISION 26.
JB JUNCTION BOX:
UNLESS OTHERWISE INDICATED, JUNCTION BOX PROVIDED AND
INSTALLED BY DIVISON 26.
MMS MANUAL MOTOR STARTER:
THERMAL OVERLOAD PROVIDED AND INSTALLED BY DIV. 26.
VFD VARIABLE FREQUENCY DRIVE:
UNLESS OTHERWISE INDICATED, VARIABLE FREQUENCY DRIVES
PROVIDED AND INSTALLED BY DIV. 26. PROVIDE FILTERS AT EACH VFD
TO REDUCE HARMONIC DISTORTION. REFER TO SPECIFICATIONS.
COORDINATE LOCATION OF VFD WITH MECHANICAL CONTRACTOR
AND FIELD CONDITIONS. EQUIPMENT WITH VFD NOT WITHIN SIGHT OF
THE ASSOCIATED EQUIPMENT SHALL BE PROVIDED WITH A LOCAL
DISCONNECT. DISCONNECT SWITCHES LOCATED AT MOTORS,
SERVED BY A VFD, SHALL HAVE ELECTRICAL INTERLOCK KIT FOR
INTERFACE TO VFD SHUTDOWN. A PIVOT ARM OPERATES FROM THE
SWITCH MECHANISM, BREAKING THE CONTROL CIRCUIT BEFORE
THEMAIN SWITCH BLADES BREAK. PROVIDE, IN ADDITION TO THE
MOTOR FEED, 2#12IN A 3/4" CONDUIT FROM THE DISCONNECT TO THE
VFD.
VFD* VFD'S SHOWN IN THIS SCHEDULE DENOTED WITH" * " INDICATES VFD
PROVIDED WITH EQUIPMENT. ELECTRICAL CONTRACTOR SHALL
PROVIDE FUSED DISCONNECT SWITCH WITH PIVOT ARM CONTACTS
AT EQUIPMENT EXTERIOR. THE PIVOT ARM OPERATES FROM THE
SWITCH MECHANISM, BREAKING THE CONTROL CIRCUIT BEFORE THE
MAIN SWITCH BLADES BREAK. PROVIDE IN ADDITION TO THE MOTOR
FEED, 2#12 IN A 3/4" CONDUIT FROM THE DISCONNECT TO THE VFD.
ELECTRICAL KEY NOTES - MECHANICAL EQUIPMENT SCHEDULE
KEY NOTE DESCRIPTION
1 MULTIPLE INSTANCES OF EQUIPMENT ARE SHOWN THROUGHOUT THE
PROJECT. REFER TO THE ELECTRICAL POWER PLANS FOR THE PANEL AND
CIRCUIT NUMBER DESIGNATED FOR EACH INSTANCE OF EQUIPMENT.
2 ALL FAN COIL UNITS ARE BEING SUPPLIED WITH A 120V CONDENSATE PUMP.
CONDENSATE PUMP SHALL BE WIRED TO SAME CIRCUIT AS FCU UTILIZING
(1) PHASE WIRE AND (1) NEUTRAL WIRE.
3 PROVIDE DISCONNECT SWITCH FOR LIGHTING AND CONTROL CIRCUIT.
ELECTRICAL SHEET NOTES - MECHANICAL EQUIPMENT SCHEDULE
1 REFER TO THE MECHANICAL, PLUMBING AND FIRE PROTECTION DRAWINGS
AND SPECIFICATIONS FOR THE LOCATIONS OF ALL EQUIPMENT REQUIRING
AN ELECTRICAL CONNECTION. PROVIDE FLEXIBLE CONNECTIONS TO
ASSOCIATED EQUIPMENT.
2 LOCATE DISCONNECT SWITCHES, COMBINATION CONTROLLERS AND VFD’S
AS CLOSE AS PRACTICABLE TO EQUIPMENT SERVED, AND IN ACCORDANCE
WITH THE NATIONAL ELECTRIC CODE. CONTROL EQUIPMENT NOT WITHIN
SITE OF THE MOTOR SHALL BE PROVIDED WITH A LOCAL FUSED
DISCONNECT WITH ENCLOSURE PROPERLY RATED FOR THE APPLICATION.
ELECTRICAL EQUIPMENT SHALL BE RATED FOR THE MAXIMUM AVAILABLE
FAULT CURRENT, AND SHALL BE RATED IN HORSEPOWER TO MEET THE
REQUIREMENTS OF THE EQUIPMENT SERVED.
3 PROVIDE NAMEPLATE FOR EACH CONTROLLER AND/OR DISCONNECT
MOUNTED ON FRONT OF UNIT ENCLOSURE. NAMEPLATE SHALL INDICATE
EQUIPMENT NAME (I.E. AHU-4), CONTROLLER DESIGNATION (I.E. VFD,
STARTER, ETC), EQUIPMENT ELECTRICAL CHARACTERISTICS (I.E. VOLTAGE,
PHASE, HP), SOURCE FED FROM (I.E. FED FROM PANEL M432) AND LOCATION
OF SOURCE (I.E. LOCATED IN ELEC RM 142).
4 REFER TO POWER PLANS FOR ALL FAN COIL, FAN BOX, AND UNIT HEATER
BRANCH CIRCUIT WIRING INFORMATION.
5 AQUASTAT FOR WATER HEATER CIRCULATION PUMP, FURNISHED AND
INSTALLED BY PLUMBING CONTRACTOR, WIRED BY ELECTRICAL
CONTRACTOR.
MECHANICAL EQUIPMENT SCHEDULE
TAG DESCRIPTION TRADE
LOAD VOLTAGE Φ POWER SYSTEM CIRCUIT
BREAKER
BRANCH CIRCUITRY PANEL CKT DEVICE LOCATION KEY NOTENAME #HP W FLA CONDUCTORS GROUND CONDUIT
AHU 1 AIR HANDLING UNIT HVAC 0 0 59 480 V 3 NORMAL 80A-3P 3-3 AWG 1-8 AWG 1 1/4''C M441 7,9,11 VFD REFER TO HVAC DRAWINGS 3
AHU 1A AIR HANDLING UNIT ENTHALPY WHEEL HVAC 0.5 0 0 480 V 3 NORMAL 20A-3P 3-12 AWG 1-12 AWG 3/4''C M441 20,22,24 VFD REFER TO HVAC DRAWINGS 3
AHU 2 AIR HANDLING UNIT HVAC 0 0 59 480 V 3 NORMAL 80A-3P 3-3 AWG 1-8 AWG 1 1/4''C M441 8,10,12 VFD REFER TO HVAC DRAWINGS 3
AHU 2A AIR HANDLING UNIT ENTHALPY WHEEL HVAC 0.5 0 0 480 V 3 NORMAL 20A-3P 3-12 AWG 1-12 AWG 3/4''C M441 19,21,23 VFD REFER TO HVAC DRAWINGS 3
AHU 3 AIR HANDLING UNIT HVAC 0 0 21 480 V 3 NORMAL 30A-3P 3-10 AWG 1-10 AWG 3/4''C M441 14,16,18 FDS REFER TO HVAC DRAWINGS 3
AHU 4 AIR HANDLING UNIT HVAC 0 0 13 480 V 3 NORMAL 30A-3P 3-12 AWG 1-12 AWG 3/4''C M4G2 8,10,12 FDS REFER TO HVAC DRAWINGS 3
AHU 5 AIR HANDLING UNIT HVAC 0 0 73 480 V 3 NORMAL 150A-3P 3-2 AWG 1-6 AWG 1 1/4''C SD4L1 25,27,29 VFD REFER TO HVAC DRAWINGS 3
B 1 BOILER HVAC 0 0 5 480 V 3 STAND-BY 20A-3P 3-12 AWG 1-12 AWG 3/4''C SD4L1 13,15,17 FDS REFER TO HVAC DRAWINGS -
B 2 BOILER HVAC 0 0 5 480 V 3 STAND-BY 20A-3P 3-12 AWG 1-12 AWG 3/4''C SD4L1 14,16,18 FDS REFER TO HVAC DRAWINGS -
B 3 BOILER HVAC 0 0 5 480 V 3 STAND-BY 20A-3P 3-12 AWG 1-12 AWG 3/4''C SD4L1 19,21,23 FDS REFER TO HVAC DRAWINGS -
B 4 BOILER HVAC 0 0 5 480 V 3 STAND-BY 20A-3P 3-12 AWG 1-12 AWG 3/4''C SD4L1 20,22,24 FDS REFER TO HVAC DRAWINGS -
CP 1 DUPLEX CIRCULATION PUMP PLBG 0 1750 20 120 V 1 NORMAL 30A-1P 2-10 AWG 1-10 AWG 3/4''C P241 17 CP REFER TO PLBG DRAWINGS -
EF 1 KITCHEN EXHAUST FAN HVAC 1 0 16 120 V 1 NORMAL 35A-1P 2-12 AWG 1-12 AWG 3/4''C P241 13 FDS REFER TO HVAC DRAWINGS -
EF 2 KITCHEN EXHAUST FAN HVAC 2 0 13 208 V 1 NORMAL 30A-2P 2-12 AWG 1-12 AWG 3/4''C P242 20,22 FDS REFER TO HVAC DRAWINGS -
EHU 1 ELECTRIC HUMIDIFIER HVAC 0 37600 45 480 V 3 NORMAL 60A-3P 3-4 AWG 1-10 AWG 1 1/4''C M4G2 7,9,11 FDS REFER TO HVAC DRAWINGS -
EHU 2 ELECTRIC HUMIDIFIER HVAC 0 37600 45 480 V 3 NORMAL 60A-3P 3-4 AWG 1-10 AWG 1 1/4''C M4L1 19,21,23 FDS REFER TO HVAC DRAWINGS -
EHU 3 ELECTRIC HUMIDIFIER HVAC 0 63900 77 480 V 3 NORMAL 100A-3P 3-2 AWG 1-8 AWG 1 1/2''C M441 1,3,5 FDS REFER TO HVAC DRAWINGS -
EHU 4 ELECTRIC HUMIDIFIER HVAC 0 63900 77 480 V 3 NORMAL 100A-3P 3-2 AWG 1-8 AWG 1 1/2''C M441 2,4,6 FDS REFER TO HVAC DRAWINGS -
FCU 1 FAN COIL UNIT HVAC 0 0 5 120 V 1 NORMAL 20A-1P 2-12 AWG 1-12 AWG 3/4''C FDS REFER TO HVAC DRAWINGS 2
FCU 2 FAN COIL UNIT HVAC 0.08 0 0 208 V 1 NORMAL 20A-2P 3-12 AWG 1-12 AWG 3/4''C FDS REFER TO HVAC DRAWINGS 2
FCU 3 FAN COIL UNIT HVAC 0.02 0 0 208 V 1 NORMAL 20A-2P 3-12 AWG 1-12 AWG 3/4''C FDS REFER TO HVAC DRAWINGS 2
FCU 4 FAN COIL UNIT HVAC 0 0 5 208 V 1 NORMAL 20A-2P 3-12 AWG 1-12 AWG 3/4''C FDS REFER TO HVAC DRAWINGS 2
FCU 5 FAN COIL UNIT HVAC 0.33 0 4 208 V 1 NORMAL 20A-2P 3-12 AWG 1-12 AWG 3/4''C P2L1 2,4 FDS REFER TO HVAC DRAWINGS 2
P 1 CHILLED WATER PUMP HVAC 15 0 21 480 V 3 STAND-BY 50A-3P 3-10 AWG 1-10 AWG 3/4''C SD4L1 26,28,30 VFD REFER TO HVAC DRAWINGS -
P 2 CHILLED WATER PUMP HVAC 15 0 21 480 V 3 NORMAL 50A-3P 3-10 AWG 1-10 AWG 3/4''C M4L1 2,4,6 VFD REFER TO HVAC DRAWINGS -
P 3 CHILLED WATER PUMP HVAC 15 0 21 480 V 3 NORMAL 50A-3P 3-10 AWG 1-10 AWG 3/4''C M4L1 7,9,11 VFD REFER TO HVAC DRAWINGS -
P 4 CHILLED WATER PUMP HVAC 7.5 0 11 480 V 3 NORMAL 30A-3P 3-12 AWG 1-12 AWG 3/4''C M4L1 8,10,12 VFD REFER TO HVAC DRAWINGS -
P 5 CHILLED WATER PUMP HVAC 7.5 0 11 480 V 3 NORMAL 30A-3P 3-12 AWG 1-12 AWG 3/4''C M4L1 13,15,17 VFD REFER TO HVAC DRAWINGS -
P 6 CHILLED WATER PUMP HVAC 7.5 0 11 480 V 3 NORMAL 30A-3P 3-12 AWG 1-12 AWG 3/4''C M4L1 14,16,18 VFD REFER TO HVAC DRAWINGS -
P 7 HOT WATER PUMP HVAC 7.5 0 11 480 V 3 STAND-BY 25A-3P 3-12 AWG 1-12 AWG 3/4''C SD4L1 2,4,6 VFD REFER TO HVAC DRAWINGS -
P 8 HOT WATER PUMP HVAC 7.5 0 11 480 V 3 NORMAL 25A-3P 3-12 AWG 1-12 AWG 3/4''C M4G1 7,9,11 VFD REFER TO HVAC DRAWINGS -
P 9 HOT WATER PUMP HVAC 7.5 0 11 480 V 3 NORMAL 25A-3P 3-12 AWG 1-12 AWG 3/4''C M4G1 8,10,12 VFD REFER TO HVAC DRAWINGS -
P 10 HOT WATER PUMP HVAC 7.5 0 11 480 V 3 NORMAL 25A-3P 3-12 AWG 1-12 AWG 3/4''C M4G1 13,15,17 VFD REFER TO HVAC DRAWINGS -
RF 1 RETURN FAN HVAC 2 0 3 480 V 3 NORMAL 20A-3P 3-12 AWG 1-12 AWG 3/4''C M4G2 1,3,5 FDS REFER TO HVAC DRAWINGS -
RF 2 RETURN FAN HVAC 2 0 3 480 V 3 NORMAL 20A-3P 3-12 AWG 1-12 AWG 3/4''C M4G2 2,4,6 FDS REFER TO HVAC DRAWINGS -
RF 3 RETURN FAN HVAC 7.5 0 11 480 V 3 NORMAL 30A-3P 3-12 AWG 1-12 AWG 3/4''C M4L1 1,3,5 FDS REFER TO HVAC DRAWINGS -
SE 1 DUPLEX SEWAGE EJECTOR (2 @ 1HP) PLBG 0 1300 2 480 V 3 STAND-BY 20A-3P 3-12 AWG 1-12 AWG 3/4''C SD4L1 32,34,36 CP REFER TO PLBG DRAWINGS -
SE 2 DUPLEX SEWAGE EJECTOR (2 @ 1HP) PLBG 0 1300 2 480 V 3 STAND-BY 20A-3P 3-12 AWG 1-12 AWG 3/4''C M4G2 13,15,17 CP REFER TO PLBG DRAWINGS -
SP 1 DUPLEX SUMP PUMP (2 @ 2HP) PLBG 0 5650 10 480 V 3 STAND-BY 20A-3P 3-12 AWG 1-12 AWG 3/4''C SD4L1 37,39,41 CP REFER TO PLBG DRAWINGS -
SP 2 SIMPLEX SUMP PUMP PLBG 1 0 2 480 V 3 NORMAL 20A-3P 3-12 AWG 1-12 AWG 3/4''C M4L1 26,28,30 CP REFER TO PLBG DRAWINGS -
SP 3 SIMPLEX SUMP PUMP PLBG 1 0 2 480 V 3 NORMAL 20A-3P 3-12 AWG 1-12 AWG 3/4''C M4L1 20,22,24 CP REFER TO PLBG DRAWINGS -
SP 4 SIMPLEX SUMP PUMP PLBG 2 0 3 480 V 3 NORMAL 20A-3P 3-12 AWG 1-12 AWG 3/4''C M4G1 19,21,23 CP REFER TO PLBG DRAWINGS -
SP 5 SIMPLEX SUMP PUMP PLBG 1 0 2 480 V 3 NORMAL 20A-3P 3-12 AWG 1-12 AWG 3/4''C M4G1 14,16,18 CP REFER TO PLBG DRAWINGS -
TEF 1 TOILET EXHAUST FAN HVAC 1 0 16 120 V 1 NORMAL 35A-1P 2-12 AWG 1-12 AWG 3/4''C P241 15 FDS REFER TO HVAC DRAWINGS -
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1
1
1
1
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013 4/5/2018 10:54:08 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E721
LIGHTING FIXTURE
SCHEDULE
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
ELECTRICAL SHEET NOTES - LIGHT FIXTURE SCHEDULE
1 FURNISH ALL LIGHTING FIXTURES COMPLETE WITH MOUNTING ACCESSORIES TO MEET JOB
REQUIREMENTS. VERIFY FIXTURE MOUNTING AND LOCATION AGAINST ARCHITECTS PLANS,
ELEVATIONS AND DETAIL DRAWINGS. EXACT LOCATION OF ALL FIXTURES SHALL BE
CONFIRMED WITH THE ARCHITECT PRIOR TO ROUGHING IN. REFER TO ARCHITECT \
LIGHTING DESIGNER DRAWINGS AND/OR SPECIFICATIONS FOR ADDITIONAL FIXTURES OR
REQUIREMENTS NOT SHOWN IN ELECTRICAL LIGHTING FIXTURE SCHEDULE.
2 FIXTURE SUBMITTAL PACKAGE SHALL BE IN ELECTRONIC SEARCHABLE FORMAT (NOT
SCANNED) AND INCLUDE THE FOLLOWING INFORMATION:
(A). SUMMARY SHEET LISTING ALL THE LIGHT FIXTURES TYPES, THE CATALOG NUMBER FOR
EACH, THE QUANTITY OF EACH FIXTURE THE LAMP TYPE AND MANUFACTURER, THE
BALLAST AND THE VOLTAGE.
(B). EACH FIXTURE TYPE SHALL HAVE AN INDIVIDUAL SUMMARY SHEET THAT IDENTIFIES
THE FOLLOWING:
- FIXTURE TYPE
- FIXTURE MANUFACTURER
- FIXTURE CATALOG NUMBER
- VOLTAGE
- SYSTEM WATTAGE (LAMP AND BALLAST)
- LAMP MANUFACTURER/CATALOG NUMBER
- LAMP TYPE AND QUANTITY PER FIXTURE
- BALLAST MANUFACTURER/CATALOG NUMBER
- CONTRACTORS COMMENTS
(C). EACH FIXTURE TYPE SHALL HAVE A FIXTURE SPEC SHEET THAT INCLUDES
PHOTOMETRIC DATA, FOLLOWED BY A CUT SHEET OF THE LAMP WHICH IS FOLLOWED BY A
CUT SHEET OF THE BALLAST.
(D). PRODUCT DATA SHALL INCLUDE PHYSICAL DIMENSIONS, AND ANY SPECIAL MOUNTING
DETAILS.
3 THE SPECIFIED FIXTURES HAVE BEEN SELECTED FOR PERFORMANCE AND/OR AESTHETIC
REASONS. "ALTERNATE MANUFACTURER" AND "OR APPROVED EQUAL" MEANS EQUIVALENT
OR SUPERIOR IN PERFORMANCE, MATERIALS, WORKMANSHIP AND APPEARANCE TO THE
SPECIFIED EQUIPMENT. FIXTURE SUBSTITUTIONS SHALL ONLY BE CONSIDERED IF:
(A) THE SUBMITTING AGENT MUST SUBMIT IN WRITING THE REASONS THAT THIS FIXTURE
SHOULD BE CONSIDERED AN EQUAL, TO BE CONSIDERED. THE ACCEPTANCE OR
REJECTION OF ANY FIXTURE SUBSTITUTION SHALL BE SOLE DETERMINATION OF THE
DESIGN TEAM AND BASED ON, BUT NOT LIMITED TO: OPTICAL PERFORMANCE,
CONSTRUCTION QUALITY, AESTHETICS, SHAPE, SIZE, LAMPING, FUNCTIONALITY,
ACCESSORIES, LEAD TIMES, COSTS, AND FEATURES.
(B) THE SUBSTITUTED FIXTURE SHALL BE ACCOMPANIED BY A CUT SHEET OF THE BASIS OF
DESIGN FIXTURE FOR A SIDE BY SIDE COMPARISON.
(C) IF REQUESTED BY THE DESIGN TEAM, A WORKING SAMPLE OF THE SUBSTITUTION
FIXTURE MUST BE PROVIDED TO THE ARCHITECT. WITHIN 10 WORKING DAYS UPON
REQUEST.
4 SERIES FIXTURES SHALL SATISFY LENGTHS AS SHOWN ON THE DRAWINGS. FIXTURE
LETTERS SHOWN ONCE ON A CONTINUOUS ROW OF FIXTURES SHALL BE TYPICAL FOR
THAT ROW UNLESS OTHERWISE NOTED.
5 ALL FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE, INDEPENDENT OF
HUNG CEILING WITH ROD OR JACK CHAIN SUPPORT. STEM LENGTHS, STEM FINISHES AND
STEM LOCATIONS OF ALL PENDANT FIXTURES TO BE VERIFIED AND CONFIRMED BY
OWNER, ARCHITECT AND ENGINEER PRIOR TO ORDERING STEMS.
6 ALL FLUORESCENT LAMPS SHALL BE 3500°K WITH CRI OF 80 OR BETTER.
7 ALL BALLASTS USED WITH OCCUPANCY SENSORS SHALL BE PROGRAMMED START TYPE.
8 ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL TRANSFORMERS AND/OR
BALLAST'S REQUIRED TO OPERATE ALL LAMPS SPECIFIED, INCLUDING REMOTE BALLAST'S
AND/OR TRANSFORMERS AND THE ENCLOSURES FOR SAME. ELECTRICAL CONTRACTOR
SHALL BE RESPONSIBLE FOR VERIFICATION OF COMPATIBILITY BETWEEN LAMPS
SPECIFIED, BALLAST'S AND/OR TRANSFORMERS SPECIFIED, AND DIMMING AND OTHER
CONTROL DEVICES SPECIFIED. NOTIFY ARCHITECT AND ENGINEER CONSULTANT OF ANY
INCOMPATIBILITY PRIOR TO ORDERING EQUIPMENT.
9 ELECTRICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
COORDINATION OF ALL LIGHTING EQUIPMENT AND CONTROL DEVICES WITH CEILING AND
WALL TYPES SPECIFIED PRIOR TO ORDERING LIGHTING EQUIPMENT.
10 PRELIMINARY AIMING OF ALL ADJUSTABLE LIGHTING EQUIPMENT SHALL BE DONE DURING
INSTALLATION BY THE ELECTRICAL CONTRACTOR AS INDICATED ON THE LIGHTING PLANS /
AIMING DIAGRAM, WHERE SUCH A DIAGRAM IS INCLUDED IN CONTRACT DOCUMENTS OR AS
AN ADDENDUM. FINAL AIMING OF ALL ADJUSTABLE LIGHTING EQUIPMENT SHALL BE DONE
BY THE ELECTRICAL CONTRACTOR AS DIRECTED BY THE ARCHITECT.
11 IN ALL FIXTURES WITH ADJUSTABLE SOCKETS, SET SOCKETS DURING INSTALLATION TO
LOCATE SPECIFIED LAMP IN CORRECT RELATIONSHIP TO REFLECTOR AS RECOMMENDED
BY FIXTURE MANUFACTURER.
12 INSTALL CONES IN WALL WASHERS WITH CUTOUT(S) IN INNER REFLECTOR FACING WALL(S)
TO BE LIT.
13 UNLESS NOTED TO THE CONTRARY PROVIDE WHITE CEILING TRIMS FOR ALL RECESSED
LUMINAIRES.
14 WHERE CONTROL DEVICES WITH FINNED HEAT SINKS, SUCH AS LUTRON "NOVA" SERIES,
ARE SPECIFIED, FINS SHALL NOT BE REMOVED TO MAKE DEVICES FIT BOXES MORE
CONVENIENTLY. REFER TO MANUFACTURERS SPECIFICATIONS FOR THE NUMBER OF GANG
BOXES REQUIRED TO ACCOMMODATE THE SPECIFIED EQUIPMENT WITHOUT BREAKING
OFF FINS.
15 RELAYS USED FOR CONTROL OF LIGHTING (IF ANY) SHALL BE LOCATED AND THE LOCATION
SOUNDPROOFED SO AS TO BE INAUDIBLE FROM NORMALLY OCCUPIED AREAS WHEN
ACTIVATED.
16 TO ASSURE THE MINIMIZATION OF NOISE, FIXTURES MUST BE MOUNTED SECURELY TO THE
SUPPORTING STRUCTURE, AND ALL LOOSE INTERNAL PARTS MUST BE SECURELY
TIGHTENED BEFORE ACTIVATING CIRCUITS. WHERE TRANSFORMERS HAVE SELECTOR
SWITCHES TO ALLOW USE OF VARIOUS WATTAGE LAMPS, THESE SWITCHES MUST BE SET
TO THE WATTAGE OF THE SPECIFIED LAMP.
17 FOR COVE MOUNTED LINEAR FIXTURES PROVIDE DETAILED SHOP DRAWINGS FOR EACH
COVE DENOTING FIXTURE LAYOUT. COVE DIMENSIONS SHALL BE OBTAINED FROM
ARCHITECTURAL DRAWINGS.
18 INCLUDE COST OF ADDING 20 ADDITIONAL EXIT SIGNS LOCATED PER DIRECTION OF THE
FIRE MARSHALL DURING WALK THROUGH. COST SHALL INCLUDE PREMIUM TIME AND ALL
ASSOCIATED WIRING.
19 COORDINATE LOCATIONS AND INSTALLATION DETAILS OF REMOTE DRIVERS WITH
ARCHITECT.
LIGHTING FIXTURE SCHEDULE (RGV)
TYPE DESCRIPTION MOUNTING MANUFACTURER MODEL DIMMING DRIVER VOLTAGE
TOTAL
WATTAGE
COLOR
TEMP.LAMP COMMENTS
V1 PENDANT MOUNTED 4' LED STRIP LIGHT, WITH WIRE GUARD, NOMINAL
LUMEN OUTPUT 5,200 LUMENS.
PENDANT COOPER 4SNLED-LD4-52SL-UNV-LB8-SD-1-CHAIN-WG Yes INTEGRATED 277 V 46 3000 K LED
V1A SAME AS V1 EXCEPT WALL MOUNTED WALL COOPER 4SNLED-LD4-52SL-UNV-LB8-SD-1-CHAIN-WG Yes INTEGRATED 277 V 46 3000 K LED
V2 PENDANT MOUNTED 2' LED STRIP LIGHT, WITH WIRE GUARD, NOMINAL
LUMEN OUTPUT 2,600 LUMENS.
PENDANT COOPER 2SNLED-LD4-24SL-UNV-LB8-SD-1-CHAIN-WG Yes INTEGRATED 277 V 22 3000 K LED
V3 SURFACE MOUNTED 4' LED. WET LOCATION LISTED WITH ON PEICE
ACRYLIC LENS, NOMINAL LUMEN OUTPUT 4,600 LUMENS
SURFACE CREE WS4-47L-35K-10V-FD Yes INTEGRATED 277 V 50 3500 K LED
V4 WALL MOUNTED LINEAR LED STAIR FIXTURE WALL LUMAX LIGHTING CLDLED88L4K72-9-FAR-2C/2R-IMSL Yes INTEGRATED 277 V 56 3500 K LED DUAL-INPUT FIXTURE. NORMAL CIRCUIT ON/OFF CONTROLLED BY
INTEGRAL MOTION SENSOR.
V5 1'x4' RECESSED LED RECESSED COLUMBIA LIGHTING LSER-14- HL-G-C-E-U Yes INTEGRATED 277 V 68 3500 K LED
X1 EDGE-LIT SINGLE FACE EXIT SIGN RECESSED COOPER EUX6-R No 277 V 2 LED COORDINATE FACES AND CHEVRONS WITH FLOOR PLANS
X2 EDGE-LIT DOUBLE FACE EXIT SIGN RECESSED COOPER EUX6-R No 277 V 2 LED COORDINATE FACES AND CHEVRONS WITH FLOOR PLANS
X3 POLYCARBONATE EXIT SIGN RECESSED COOPER LPX-6 No 277 V 2 LED COORDINATE FACES AND CHEVRONS WITH FLOOR PLANS
X4 EXTERIOR EDGE-LIT EXIT SIGN RECESSED COOPER EUX6-R No 277 V 2 LED COORDINATE FACES AND CHEVRONS WITH FLOOR PLANS
LIGHTING FIXTURE SCHEDULE (ARCHITECTURAL)
TYPE DESCRIPTION MANUFACTURER/MODEL DIMMING DRIVER VOLTAGE TOTAL
WATTAGE COMMENTS
E1 EXISTING FIXTURE EXISTING No 277 V 100
TA TRIMLESS, RECESS MOUNTED, ADJUSTABLE ACCENT LIGHT REFER TO BOOK SPEC Yes INTEGRATED 277 V 12
TA3 TRIMLESS, RECESS MOUNTED, ADJUSTABLE ACCENT LIGHT SIMILAR TO TA BUT
INSTALLED IN DIFFERENT CEILING
REFER TO BOOK SPEC Yes INTEGRATED 277 V 12
TA4 TRIMLESS, RECESS MOUNTED, ADJUSTABLE ACCENT LIGHT SIMILAR TO TA3 BUT
INSTALLED IN DIFFERENT CEILING
REFER TO BOOK SPEC Yes INTEGRATED 277 V 12
TA5 TRIMLESS, RECESS MOUNTED, ADJUSTABLE ACCENT LIGHT SIMILAR TO TA BUT
INSTALLED IN DIFFERENT CEILING
REFER TO BOOK SPEC Yes INTEGRATED 277 V 21
TA6 TRIMLESS, RECESS MOUNTED, ADJUSTABLE ACCENT LIGHT SIMILAR TO TA3 BUT
INSTALLED IN DIFFERENT CEILING
REFER TO BOOK SPEC Yes INTEGRATED 277 V 12
TAA TRIMLESS, RECESS MOUNTED, ADJUSTABLE ACCENT LIGHT REFER TO BOOK SPEC Yes INTEGRATED 277 V 140
TAB.7 RECESSED CONTINUOUS LENSED LED WALLWASHER 7’ LONG REFER TO BOOK SPEC Yes INTEGRATED 277 V 56
TAB.8 SAME AS TAB.7 EXCEPT 8' LONG REFER TO BOOK SPEC Yes INTEGRATED 277 V 64
TAD EXISTING GLOBE PENDANT WITH RETROFIT LED BULB EXISTING Yes INTEGRATED 277 V 50
TAE PENDANT MOUNTED DECORATIVE LED RING FIXTURE REFER TO BOOK SPEC Yes INTEGRATED 277 V 150
TAF TRIMMED, RECESS MOUNTED LED LENSED STRIPLIGHT REFER TO BOOK SPEC Yes INTEGRATED 277 V 80
TAG SMITH COLLEGE STANDARD PEDESTRIAN POLE LIGHT REFER TO BOOK SPEC Yes INTEGRATED 277 V 32
TAH PENDANT MOUNTED AT JBOX, LED DOWLIGHT REFER TO BOOK SPEC Yes REMOTE 277 V 12
TAH1 PENDANT MOUNTED AT JBOX, LED DOWLIGHT SIMLAR TO TAH REFER TO BOOK SPEC Yes REMOTE 277 V 12
TAI EXTERIOR RATED, WALL MOUNTED LOUVERED LED STEPLIGHT REFER TO BOOK SPEC Yes REMOTE 277 V 6
TAK POLE MOUNTED LED SPOTLIGHTS REFER TO BOOK SPEC Yes REMOTE 277 V 27
TAL INGRADE MOUNTED LED GRAZER REFER TO BOOK SPEC Yes INTEGRATED 277 V 61
TAT SURFACE MOUNTED LED DOWLIGHT CYLINDER FIXTURE REFER TO BOOK SPEC Yes REMOTE 277 V 12
TB1.5 PENDANT MOUNTED LINEAR DIRECT INDIRECT LED FIXTURE 5' LONG REFER TO BOOK SPEC Yes INTEGRATED 277 V 65
TB1.6 SAME AS TB1.5 EXCEPT 6' LONG REFER TO BOOK SPEC Yes INTEGRATED 277 V 78
TB1.8 SAME AS TB1.5 EXCEPT 8' LONG REFER TO BOOK SPEC Yes INTEGRATED 277 V 104
TB1.12 SAME AS TB1.5 EXCEPT 12' LONG REFER TO BOOK SPEC Yes INTEGRATED 277 V 156
TB.10 PENDANT MOUNTED LINEAR DIRECT INDIRECT LED FIXTURE 10' LONG REFER TO BOOK SPEC Yes INTEGRATED 277 V 130 LIGHTING FIXTURES ARE DUAL-CIRCUITED. UPLIGHT CIRCUIT
SHALL BE WIRED TO 1ST ZONE LISTED AND DOWNLIGHT CIRCUIT
SHALL BE WIRED TO 2ND ZONE LISTED. COORDINATE LOCATIONS
OF DROPS FOR EMERGENCY FIXTURES WITH FLOOR PLANS.
TB.12 SAME AS TB.10 EXCEPT 12' LONG REFER TO BOOK SPEC Yes INTEGRATED 277 V 156 LIGHTING FIXTURES ARE DUAL-CIRCUITED. UPLIGHT CIRCUIT
SHALL BE WIRED TO 1ST ZONE LISTED AND DOWNLIGHT CIRCUIT
SHALL BE WIRED TO 2ND ZONE LISTED. COORDINATE LOCATIONS
OF DROPS FOR EMERGENCY FIXTURES WITH FLOOR PLANS.
TD PENDANT MOUNTED DECORATIVE FIXTURE REFER TO BOOK SPEC Yes INTEGRATED 277 V 13
TE DECORATIVE LED PENDANT REFER TO BOOK SPEC Yes INTEGRATED 277 V 50
TF TRIMLESS, RECESS MOUNTED LED WALLWASHER REFER TO BOOK SPEC Yes INTEGRATED 277 V 10
TF2 TRIMLESS, RECESS MOUNTED LED WALLWASHER SIMILAR TO TF BUT INSTALLED IN
DIFFERENT CEILING
REFER TO BOOK SPEC Yes INTEGRATED 277 V 10
TG.5 ARM MOUNTED (TO TABLE) LINEAR LED FIXTURE WITH LOCAL ON/OFF SWITCH 5' LONG REFER TO BOOK SPEC Yes REMOTE 277 V 20
TG.6 SAME AS TG.5 EXCEPT 6' LONG REFER TO BOOK SPEC Yes REMOTE 277 V 24
TG.8 SAME AS TG.5 EXCEPT 8' LONG REFER TO BOOK SPEC Yes REMOTE 277 V 32
TG.10 SAME AS TG.5 EXCEPT 10' LONG REFER TO BOOK SPEC Yes REMOTE 277 V 40
TK WALL MOUNTED LED SCONCE REFER TO BOOK SPEC Yes INTEGRATED 277 V 10
TL1 STAKE MOUNTED ADJUSTABLE LED FIXTURE REFER TO BOOK SPEC Yes REMOTE 277 V 10
TL2 CANOPY MOUNTED ADJUSTABLE LED DOUBLE HEAD FIXTURE REFER TO BOOK SPEC Yes INTEGRATED 277 V 20
TM1.12 SURFACE MOUNTED LED LENSED STRIPLIGHT 12' LONG REFER TO BOOK SPEC Yes INTEGRATED 277 V 84
TM.6 SURFACE MOUNTED LED LENSED STRIPLIGHT 6' LONG REFER TO BOOK SPEC Yes INTEGRATED 277 V 42
TM.7 SAME AS TM.6 EXCEPT 7' LONG REFER TO BOOK SPEC Yes INTEGRATED 277 V 49
TM.8 SAME AS TM.6 EXCEPT 8' LONG REFER TO BOOK SPEC Yes INTEGRATED 277 V 56
TM.9 SAME AS TM.6 EXCEPT 9' LONG REFER TO BOOK SPEC Yes INTEGRATED 277 V 63
TM.10 SAME AS TM.6 EXCEPT 10' LONG REFER TO BOOK SPEC Yes INTEGRATED 277 V 70
TM.11 SAME AS TM.6 EXCEPT 11' LONG REFER TO BOOK SPEC Yes INTEGRATED 277 V 77
TN SURFACE MOUNTED LED ACENT LIGHT REFER TO BOOK SPEC Yes INTEGRATED 277 V 40
TP.3 ARM MOUNTED (TO BOOKSHELF) LINEAR LED STRIP LIGHT 3' LONG REFER TO BOOK SPEC Yes REMOTE 277 V 33
TP.4 SAME AS TP.3 EXCEPT 4' LONG REFER TO BOOK SPEC Yes REMOTE 277 V 44
TP.5 SAME AS TP.3 EXCEPT 5' LONG REFER TO BOOK SPEC Yes REMOTE 277 V 55
TP.6 SAME AS TP.3 EXCEPT 6' LONG REFER TO BOOK SPEC Yes REMOTE 277 V 66
TP.7 SAME AS TP.3 EXCEPT 7' LONG REFER TO BOOK SPEC Yes REMOTE 277 V 77
TP.8 SAME AS TP.3 EXCEPT 8' LONG REFER TO BOOK SPEC Yes REMOTE 277 V 88
TP.9 SAME AS TP.3 EXCEPT 9' LONG REFER TO BOOK SPEC Yes REMOTE 277 V 99
TQ TRIMLESS FLUSH RECESSED LED LENSED DOWNLIGHT REFER TO BOOK SPEC Yes INTEGRATED 277 V 8
TQ1 TRIMLESS FLUSH RECESSED LED LENSED DOWNLIGHT SIMILAR TO TQ BUT INSTALLED IN
DIFFERENT CEILING
REFER TO BOOK SPEC Yes INTEGRATED 277 V 8
TQ2 TRIMLESS FLUSH RECESSED LED LENSED DOWNLIGHT SIMILAR TO TQ BUT INSTALLED IN
DIFFERENT CEILING
REFER TO BOOK SPEC Yes INTEGRATED 277 V 8
TR DECORATIVE RETROFIT LED PENDANT FIXTURE REFER TO BOOK SPEC Yes INTEGRATED 277 V 15
TS DECORATIVE PENDANT FIXTURE WITH GREEN TIERED CONICAL SHADE REFER TO BOOK SPEC Yes INTEGRATED 277 V 15
TT SMALL DECORATIVE CLEAR GLASS GLOBE LOW VOLTAGE FIXTURE REFER TO BOOK SPEC Yes INTEGRATED 277 V 15
TU.4 SAME AS TU.2 EXCEPT 4' LONG REFER TO BOOK SPEC Yes INTEGRATED 277 V 36
TU.5 SAME AS TU.2 EXCEPT 5' LONG REFER TO BOOK SPEC Yes INTEGRATED 277 V 45
TU.6 SAME AS TU.2 EXCEPT 6' LONG REFER TO BOOK SPEC Yes INTEGRATED 277 V 54
TV IN GROUND ADJUSTABLE LED UPLIGHT REFER TO BOOK SPEC Yes INTEGRATED 277 V 11
TW SURFACE MOUNTED LINEAR LED STRIP LIGHT REFER TO BOOK SPEC Yes REMOTE 277 V 28
TX1.5 SURFACE MOUNTED LINEAR LED STRIP LIGHT SIMILAR TO TYPE TX BUT WITH HIGHER
OUTPUT 5' LONG
REFER TO BOOK SPEC Yes REMOTE 277 V 35
TX1.8 SAME AS TX1.5 EXCEPT 8' LONG REFER TO BOOK SPEC Yes REMOTE 277 V 56
TX1.10 SAME AS TX1.5 EXCEPT 10' LONG REFER TO BOOK SPEC Yes REMOTE 277 V 70
TX1.11 SAME AS TX1.5 EXCEPT 11' LONG REFER TO BOOK SPEC Yes REMOTE 277 V 77
TX1.12 SAME AS TX1.5 EXCEPT 12' LONG REFER TO BOOK SPEC Yes REMOTE 277 V 84
TX.3 SURFACE MOUNTED LINEAR LED STRIP LIGHT 3' LONG REFER TO BOOK SPEC Yes REMOTE 277 V 15
TX.5 SAME AS TX.3 EXCEPT 5' LONG REFER TO BOOK SPEC Yes REMOTE 277 V 25
TX.6 SAME AS TX.3 EXCEPT 6' LONG REFER TO BOOK SPEC Yes REMOTE 277 V 30
TX.12 SAME AS TX.3 EXCEPT 12' LONG REFER TO BOOK SPEC Yes REMOTE 277 V 60
TZ DECORATIVE LED PENDANT JEWELBOX SKYLIGHT REFER TO BOOK SPEC Yes INTEGRATED 277 V 50
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013 4/5/2018 10:54:16 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E731
PANELBOARD SCHEDULES
SHEET 1
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
ELECTRICAL SHEET NOTES - PANELBOARDS
1 PANELBOARD SCHEDULES ARE BEING ISSUED WITH CONSTRUCTION DOCUMENTS FOR USE
BY THE CONTRACTOR DURING CONSTRUCTION. AFTER ISSUANCE OF CONSTRUCTION
DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING UPDATED
PANEL SCHEDULES THAT REFLECT INSTALLED CONDITIONS, IN ACCORDANCE WITH THE
SPECIFICATION. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ISSUING SCHEDULES
DURING THE CONSTRUCTION ADMINISTRATION PROCESS UNLESS DEEMED NECESSARY BY
THE ENGINEER.
M4L1
M4G1
M4G2
M441
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):380
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):304
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):304
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):252.78
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):252.78
M 252.78 252.78 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:302 308 302
PHASE LOAD:83.78 85.22 83.78
41 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 42
39 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 40
37 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 38
35 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 36
33 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 34
31 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 32
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 0.12 0.12 24
21 0.12 0.12 22
19
M AHU-2 ENTHALPY WHEEL 20 3
0.12 0.12
3 20 AHU-1 ENTHALPY WHEEL M
20
17 2.72 5.82 18
15 4.48 5.82 16
13
M HTP 30 3
2.72 5.82
3 30 AHU-3 M
14
11 16.46 16.46 12
9 16.46 16.46 10
7
M AHU-1 80 3
16... 16....
3 80 AHU-2 M
8
5 21.3 21.3 6
3 21.3 21.3 4
1
M EUH-3 100 3
21.3 21.3
3 100 EUH-4 M
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:USS1A MCB RATING:600A ISOLATED GROUND:No
VOLTAGE:480Y/277 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:M441 BUS AMPS:600 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):176
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):141
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):141
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):117.3
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):117.3
M 117.3 117.3 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:141 141 141
PHASE LOAD:39.1 39.1 39.1
41 0 0 42
39 0 0 40
37
-- SPARE -- 30 3
0 0
3 30 -- SPARE --
38
35 0 0 36
33 0 0 34
31
-- SPARE -- 20 3
0 0
3 20 -- SPARE --
32
29 1.94 0.58 30
27 1.94 0.58 28
25
M ELEVATOR #4 VIA POWER
MODULE SWITCH 20 3
1.94 0.58
3 20 SP-2 M
26
23 12.53 0.58 24
21 12.53 0.58 22
19
M EHU-2 60 3
12... 0.58
3 20 SP-3 M
20
17 3.05 3.05 18
15 3.05 3.05 16
13
M P-5 30 3
3.05 3.05
3 30 P-6 M
14
11 5.82 3.05 12
9 5.82 3.05 10
7
M P-3 50 3
5.82 3.05
3 30 P-4 M
8
5 3.05 5.82 6
3 3.05 5.82 4
1
M RF-3 30 3
3.05 5.82
3 50 P-2 M
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:USS1B MCB RATING:400A ISOLATED GROUND:No
VOLTAGE:480Y/277 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:M4L1 BUS AMPS:400 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):213
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):171
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):171
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):141.87
R 0.5 0.5 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):141.87
M 141.41 141.41 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:175 175 165
PHASE LOAD:48.07 48.07 45.75
41 0 0 42
39 0 0 40
37
-- SPARE -- 20 3
0 0
3 20 -- SPARE --
38
35 0 0 36
33 0 0 34
31
-- SPARE -- 25 3
0 0
3 25 -- SPARE --
32
29 1.64 6.02 30
27 1.64 6.02 28
25
M ELEVATOR 1 VIA POWER
MODULE SWITCH 20 3
1.64 6.02
3 20
ELEVATOR 2 VIA POWER
MODULE SWITCH M
26
23 0.94 1.64 24
21 0.94 1.64 22
19
M SP-4 20 3
0.94 1.64
3 20
ELEVATOR 3 VIA POWER
MODULE SWITCH M
20
17 3.05 0.58 18
15 3.05 0.58 16
13
M P-10 25 3
3.05 0.58
3 20 SP-5 M
14
11 3.05 3.05 12
9 3.05 3.05 10
7
M P-8 25 3
3.05 3.05
3 25 P-9 M
8
5 26.84 0 6
3 29.13 0 4
1
R; M PANEL M4G2 225 3
29... 0
3 30 -- SPARE --
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:USS1B MCB RATING:400A ISOLATED GROUND:No
VOLTAGE:480Y/277 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:M4G1 BUS AMPS:400 PANELBOARD OPTIONS & ACCESSORIES
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):128
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):102
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):102
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):85.1
R 0.5 0.5 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):85.1
M 84.64 84.64 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:106 106 97
PHASE LOAD:29.13 29.13 26.84
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38
35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36
33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34
31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32
29 0 0 30
27 0 0 28
25
-- SPARE -- 20 3
0 0
3 20 -- SPARE --
26
23 0 0 24
21 0 0 22
19
-- SPARE -- 20 3
0 0
3 20 -- SPARE --
20
17 0.61 9.5 18
15 0.61 12 16
13
M SE-2 20 3
0.61 12
3 100 SNOW MELT PANEL SM4G1 R; M
14
11 12.53 3.6 12
9 12.53 3.6 10
7
M EHU-1 60 3
12... 3.6
3 40 AHU-4 M
8
5 0.94 0.94 6
3 0.94 0.94 4
1
M RF-1 20 3
0.94 0.94
3 20 RF-2 M
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:M4G1 MCB RATING:225A ISOLATED GROUND:No
VOLTAGE:480Y/277 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:M4G2 BUS AMPS:225 PANELBOARD OPTIONS & ACCESSORIES
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013 4/5/2018 10:54:26 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E732
PANELBOARD SCHEDULES
SHEET 2
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
ELECTRICAL SHEET NOTES - PANELBOARDS
1 PANELBOARD SCHEDULES ARE BEING ISSUED WITH CONSTRUCTION DOCUMENTS FOR USE
BY THE CONTRACTOR DURING CONSTRUCTION. AFTER ISSUANCE OF CONSTRUCTION
DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING UPDATED
PANEL SCHEDULES THAT REFLECT INSTALLED CONDITIONS, IN ACCORDANCE WITH THE
SPECIFICATION. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ISSUING SCHEDULES
DURING THE CONSTRUCTION ADMINISTRATION PROCESS UNLESS DEEMED NECESSARY BY
THE ENGINEER.
DL4L1
L4L1
L421
L431
L441
DL4G1
L4G1
L411
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):113
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):90
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):90
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):74.99
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):74.99
L 74.99 74.99 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:78 95 102
PHASE LOAD:21.72 25.71 27.56
41 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 42
39 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 40
37 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 38
35 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 36
33 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 34
31 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 32
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 24
21 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 22
19 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 20
17 2.1 0 18
15 1.44 0 16
13
L PANEL L441 100 3
1.29 0
3 100 -- SPARE --
14
11 3.67 4.01 12
9 6.79 6.62 10
7
L PANEL L421 100 3
3.84 3.28
3 100 PANEL L431 L
8
5 14.22 3.56 6
3 5 5.86 4
1
L PANEL L4G1 100 3
9.66 3.66
3 100 PANEL L411 L
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:DL4L1 MCB RATING:250A ISOLATED GROUND:No
VOLTAGE:480Y/277 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:DL4G1 BUS AMPS:250 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):43
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):35
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):35
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):28.88
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):28.88
L 28.88 28.88 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:37 18 54
PHASE LOAD:9.66 5 14.22
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38
35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36
33 L EXTERIOR LIGHTING 20 1 0.19 0 1 20 -- SPARE -- 34
31 L LTG-GREOUND LVL BOH 20 1 0.97 0 1 20 -- SPARE -- 32
29 L GROUND FLOOR LIGHTING 20 1 1.8 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 L GROUND FLOOR LIGHTING 20 1 2.77 2.08 1 20 GROUND FLOOR LIGHTING L 26
23 L GROUND FLOOR LIGHTING 20 1 1.62 2.08 1 20 GROUND FLOOR LIGHTING L 24
21 L GROUND FLOOR LIGHTING 20 1 0.4 1.14 1 20 LTG-GROUND LVL OFFICES L 22
19 L GROUND FLOOR LIGHTING 20 1 0.87 0 1 20 -- SPARE -- 20
17 L LTG-SECURE STACKS 20 1 1.56 1.97 1 20 GROUND FLOOR LIGHTING L 18
15 L LTG-GREOUND LVL BOH 20 1 0.51 0.06 1 20 SITE LIGHTING L 16
13 L GROUND FLOOR LIGHTING 20 1 0.97 0.04 1 20 SITE LIGHTING L 14
11 L GROUND FLOOR LIGHTING 20 1 1.16 0.36 1 20 SITE LIGHTING L 12
9 L GROUND FLOOR LIGHTING 20 1 1.1 0.98 1 20 G3 SITE LIGHTING L 10
7 -- SPARE -- 20 1 0 0.14 1 20 SITE LIGHTING L 8
5 L GROUND FLOOR LIGHTING 20 1 3.38 0.28 1 20 SITE LIGHTING L 6
3 L GROUND FLOOR LIGHTING 20 1 0.4 0.21 1 20 SITE LIGHTING L 4
1 L LTG-SECURE STACKS 20 1 1.53 0.28 1 20 SITE LIGHTING L 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:DL4G1 MCB RATING:100A ISOLATED GROUND:No
VOLTAGE:480Y/277 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:L4G1 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):3
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):2
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):2
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):2.04
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):2.04
L 2.04 2.04 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:2 2 4
PHASE LOAD:0.44 0.57 1.02
23 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 24
21 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 22
19 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 20
17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16
13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14
11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12
9 L LTG-ELEVATOR PIT 20 1 0.11 0 1 20 -- SPARE -- 10
7 L LTG-LL 20 1 0.38 0 1 20 -- SPARE -- 8
5 L LTG-LL 20 1 1.02 0 1 20 -- SPARE -- 6
3 L LTG-LL 20 1 0.46 0 1 20 -- SPARE -- 4
1 L LTG-STAIR 4 20 1 0.06 0 1 20 -- SPARE -- 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:DL4L1 MCB RATING:100A ISOLATED GROUND:No
VOLTAGE:480Y/277 MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:L4L1 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):20
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):16
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):16
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):13.08
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):13.08
L 13.08 13.08 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:13 21 13
PHASE LOAD:3.66 5.86 3.56
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18
15 L EXTERIOR LIGHTING 20 1 0.35 0 1 20 -- SPARE -- 16
13 L 1ST FLOOR LIGHTING 20 1 0.64 0 1 20 -- SPARE -- 14
11 L 1ST FLOOR LIGHTING 20 1 0.91 0 1 20 -- SPARE -- 12
9 L 1ST FLOOR LIGHTING 20 1 1.35 1.85 1 20 1ST FLOOR LIGHTING L 10
7 L 1ST FLOOR LIGHTING 20 1 1.51 1.51 1 20 1ST FLOOR LIGHTING L 8
5 L 1ST FLOOR LIGHTING 20 1 0.8 1.85 1 20 1ST FLOOR LIGHTING L 6
3 -- SPARE -- 20 1 0 2.31 1 20 1ST FLOOR LIGHTING L 4
1 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:DL4G1 MCB RATING:100A ISOLATED GROUND:No
VOLTAGE:480Y/277 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:L411 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):21
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):17
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):17
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):14.3
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):14.3
L 14.3 14.3 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:14 25 13
PHASE LOAD:3.84 6.79 3.67
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16
13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14
11 -- SPARE -- 20 1 0 2.8 1 20 2nd FLOOR LIGHTING L 12
9 -- SPARE -- 20 1 0 1.68 1 20 2nd FLOOR LIGHTING L 10
7 -- SPARE -- 20 1 0 2.31 1 20 SECURE STACKS LIGHTING L 8
5 L 2nd FLOOR LIGHTING 20 1 0.87 0 1 20 -- SPARE -- 6
3 L 2nd FLOOR LIGHTING 20 1 2.42 2.69 1 20 2nd FLOOR LIGHTING L 4
1 L 2nd FLOOR LIGHTING 20 1 0.37 1.16 1 20 2nd FLOOR LIGHTING L 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:DL4G1 MCB RATING:100A ISOLATED GROUND:No
VOLTAGE:480Y/277 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:L421 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):21
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):17
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):17
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):13.9
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):13.9
L 13.9 13.9 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:12 24 15
PHASE LOAD:3.28 6.62 4.01
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16
13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14
11 -- SPARE -- 20 1 0 1.56 1 20 3RD FLOOR LIGHTING L 12
9 -- SPARE -- 20 1 0 2.31 1 20 SECURE STACKS LIGHTING L 10
7 L 3RD FLOOR LIGHTING 20 1 1.62 0 1 20 -- SPARE -- 8
5 L 3RD FLOOR LIGHTING 20 1 0.57 1.88 1 20 3RD FLOOR LIGHTING L 6
3 L 3RD FLOOR LIGHTING 20 1 2.74 1.56 1 20 3RD FLOOR LIGHTING L 4
1 L 3RD FLOOR LIGHTING 20 1 1.01 0.64 1 20 3RD FLOOR LIGHTING L 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:DL4G1 MCB RATING:100A ISOLATED GROUND:No
VOLTAGE:480Y/277 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:L431 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):7
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):6
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):6
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):4.84
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):4.84
L 4.84 4.84 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:5 5 8
PHASE LOAD:1.29 1.44 2.1
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16
13 L 4TH FLOOR LIGHTING 20 1 0.7 0 1 20 -- SPARE -- 14
11 L 4TH FLOOR LIGHTING 20 1 0.87 0 1 20 -- SPARE -- 12
9 -- SPARE -- 20 1 0 1.07 1 20 4TH FLOOR LIGHTING L 10
7 -- SPARE -- 20 1 0 0.28 1 20 4TH FLOOR LIGHTING L 8
5 L 4TH FLOOR LIGHTING 20 1 1.23 0 1 20 -- SPARE -- 6
3 L LTG-STAIR 2 20 1 0.37 0 1 20 -- SPARE -- 4
1 L LTG-STAIR 1 20 1 0.31 0 1 20 -- SPARE -- 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:DL4G1 MCB RATING:100A ISOLATED GROUND:No
VOLTAGE:480Y/277 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:L441 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):116
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):93
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):93
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):77.03
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):77.03
L 77.03 77.03 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:80 97 105
PHASE LOAD:22.16 26.28 28.58
23 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 24
21 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 22
19 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 20
17 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 18
15 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 16
13 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 14
11 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 12
9 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 10
7 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 8
5 27.56 1.02 6
3 25.71 0.57 4
1
L PANEL DL4G1 250 3
21... 0.44
3 100 PANEL L4L1 L
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:USS1A MCB RATING:400A ISOLATED GROUND:No
VOLTAGE:480Y/277 MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:DL4L1 BUS AMPS:400 PANELBOARD OPTIONS & ACCESSORIES
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013 4/5/2018 10:54:37 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E733
PANELBOARD SCHEDULES
SHEET 3
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):682
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):546
L 0.3 0.3 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):983
K 25.37 16.49 M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):196.68
R 306.99 158.5 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):354.05
M 21.54 21.54 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:1062 1040 888
PHASE LOAD:125.05 122.4 106.6
41 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 42
39 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 40
37 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 38
35 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 36
33 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 34
31 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 32
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 0 0 -- -- -- SPACE -- 24
21 0 0 -- -- -- SPACE -- 22
19
-- SPARE -- 225 3
0 0 -- -- -- SPACE -- 20
17 7.09 3.25 18
15 8.31 6 16
13
K PANEL P215 100 3
9.97 4.47
3 100 PANEL PG R; M
14
11 11.73 30.35 12
9 11.59 31.27 10
7
R; M PANEL P221 150 3
12... 31.3
3 225 PANEL P231 R; M
8
5 27.33 26.85 6
3 32.61 32.62 4
1 R; L;
M PANEL P2G1 225 3
36... 30....
3 225 PANEL P211 R; M
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:USS1A VIA T8 XFMR MCB RATING:800A ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:DP2G1 BUS AMPS:800 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):190
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):152
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):268
L 0.3 0.3 M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):54.78
R 93.29 51.65 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):96.41
M 3.19 3.19 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:311 278 228
PHASE LOAD:36.48 32.61 27.33
83 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 84
81 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 82
79 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 80
77 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 78
75 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 76
73 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 74
71 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 72
69 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 70
67 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 68
65 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 66
63 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 64
61 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 62
59 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 60
57 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 58
55 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 56
53 R CENTRAL SERVICE WIREMOLD 20 1 0.54 0 1 20 -- SPARE -- 54
51 R CENTRAL SERVICE WIREMOLD 20 1 0.54 0 1 20 -- SPARE -- 52
49 R KIOSKS RECEPTACLES 20 1 1.08 0.5 1 20 SELF CHECK OUT MACHINE R 50
47 R KIOSKS RECEPTACLES 20 1 1.08 1.2 1 20 COPIER R 48
45 R FIRE SMOKE DAMPER 20 1 0.1 1.44 1 20 KIOSKS RECEPTACLES R 46
43 R ELEV. 3 - CONTROL & SIGNAL 30 1 0 0.9 1 20 GENERAL RECEPTACLES R 44
41 R ELEV. 1 - CONTROL & SIGNAL 30 1 0 0.1 1 20 FIRE SMOKE DAMPER R 42
39 R ELEV. 1&3 - INTERCOMS 20 1 0 0.36 1 20 ELEV PIT RECEPTACLES R 40
37 R ELEV. 1&3 - CAB LITES & FANS 20 1 0 0.18 1 20 ELEV. 2 MACH. ROOM RECEPT. R 38
35 R ELEV. 1&3 MACH. ROOM... 20 1 0.18 0.18 1 20 ELEV.2 - PIT RECEPTACLE R 36
33 R DOOR OPENERS 007V 20 1 1.2 0 1 30 ELEV. 2 - CONTROL & SIGNALS R 34
31 R DOOR OPENERS 007V 20 1 1.2 0 1 20 ELEV. 2 - INTERCOM R 32
29 0.02 0 1 20 ELEV 2 - CAB LITE & FAN R 30
27 M FCU-3 ELEC 001B 20 2
0.02 0.18 1 20 GENERAL RECEPTACLE R 28
25 M FCU-1 (X2) 20 1 1.15 0.72 1 20 DOOR HOLDERS R 26
23 R GENERAL RECEPTACLES 20 1 0.72 0.25 1 20 TV RECEPTACLE R 24
21 R CENTRAL SERVICES FB 20 1 0.18 0.36 1 20 EXTERIOR RECEPTACLES R 22
19 R CENTRAL SERVICES FB 20 1 0.18 0.9 1 20 GENERAL RECEPTACLES R 20
17 R MAIN HALL FLOOR BOX 20 1 0.18 0.36 1 20 MAIN HALL FLOOR BOXES R 18
15 R SECURE STACKS RECEPT. 20 1 0.36 0.54 1 20 MAIN HALL FLOOR BOXES R 16
13 R SECURE STACKS RECEPT. 20 1 0.36 0.54 1 20 MAIN HALL FLOOR BOXES R 14
11 7.41 0 12
9 10.58 0 10
7
R; M PANEL P2G4 100 3
12... 0
3 100 -- SPARE --
8
5 2.6 12.53 6
3 3.06 13.7 4
1 R; L;
M PANEL P2G2 100 3
3.9 13....
3 125 PANEL P2G3 R; M
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POL
E A B C
POL
E TRIP BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:DP2G1 MCB RATING:225A ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P2G1 BUS AMPS:225 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):33
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):26
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):26
L 0.3 0.3 M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):9.55
R 8.78 8.78 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):9.55
M 0.58 0.58 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:33 26 22
PHASE LOAD:3.9 3.06 2.6
41 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 42
39 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 40
37 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 38
35 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 36
33 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 34
31 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26
23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 -- SPARE -- 20 1 0 0.36 1 20 SITE RECEPTACLES R 20
17 -- SPARE -- 20 1 0 0.36 1 20 SITE RECEPTACLES R 18
15 -- SPARE -- 20 1 0 0.72 1 20 SITE RECEPTACLES R 16
13 R GENERAL RECEPTACLES 20 1 0.9 0.3 1 20 AHU LIGHTING L 14
11 M FCU-1 OPEN READING 015A 20 1 0.58 0.5 1 20 AHU CONTROLS R 12
9 R OPEN READING FLOOR BOXES 20 1 0.54 0.72 1 20 GENERAL RECEPTACLES R 10
7 R OPEN READING FLOOR BOXES 20 1 0.54 0.72 1 20 GENERAL RECEPTACLES R 8
5 R OPEN READING RECEPT. 20 1 0.54 0.72 1 20 OPEN READING RECEPT. R 6
3 R OPEN READING RECEPT. 20 1 0.54 0.54 1 20 OPEN READING RECEPT. R 4
1 R OPEN READING RECEPT. 20 1 0.54 0.54 1 20 OPEN READING RECEPT. R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:P2G1 MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P2G2 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):88
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):70
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):109
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):25.28
R 38.04 24.02 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):39.3
M 1.31 1.31 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:110 115 104
PHASE LOAD:13.08 13.7 12.53
83 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 84
81 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 82
79 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 80
77 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 78
75 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 76
73 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 74
71 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 72
69 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 70
67 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 68
65 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 66
63 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 64
61 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 62
59 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 60
57 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 58
55 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 56
53 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 54
51 R PIPE GRID 20 1 0.72 0 1 20 -- SPARE -- 52
49 R PIPE GRID 20 1 0.9 0.54 1 20 COLLAB ROOM RECEPTACLES R 50
47 R PIPE GRID 20 1 0.9 0.15 1 20 FIRE SMOKE DAMPER R 48
45 R PIPE GRID 20 1 0.9 0.1 1 20 FIRE SMOKE DAMPERS R 46
43 R PIPE GRID 20 1 0.9 1.2 1 20 DOOR OPENERS 010V R 44
41 R PIPE GRID 20 1 1.8 1.2 1 20 DOOR OPENERS 010V R 42
39 R PIPE GRID 20 1 1.8 0.58 1 20 FCU-I WEST VEST. 010V M 40
37 M MOTORIZED SHADES 20 1 0.8 0.36 1 20 WORKROOM FLOOR BOXES R 38
35 R WORKROOM FLOOR BOXES 20 1 0.36 1.44 1 20 WORKROOM FLOOR BOX R 36
33 R WORKROOM FLOOR BOX 20 1 1.44 1.44 1 20 WORKROOM FLOOR BOX R 34
31 R WORKROOM FLOOR BOX 20 1 1.44 0.54 1 20 OFFICE RECEPTACLES R 32
29 R OFFICE RECEPTACLES 20 1 0.54 0.54 1 20 OFFICE RECEPTACLES R 30
27 R OFFICE RECEPTACLES 20 1 0.54 0.54 1 20 OFFICE RECEPTACLES R 28
25 R OFFICE RECEPTACLES 20 1 0.54 0.54 1 20 COLLAB ROOM FLOOR BOXES R 26
23 R CLASSROOM FLOOR BOX 20 1 0.18 0.54 1 20 COLLAB ROOM FLOOR BOXES R 24
21 R CLASSROOM FLOOR BOXES 20 1 0.72 1.44 1 20 COLLAB ROOM AV RECEPT. R 22
19 R CLASSROOM FLOOR BOXES 20 1 0.54 0.72 1 20 GENERAL RECEPTACLES R 20
17 R CLASSROOM AV RECEPT. 20 1 1 0.54 1 20 CLASSROOM FLOOR BOXES R 18
15 R CLASSROOM PROJ. & SCREEN 20 1 0.36 0.54 1 20 CLASSROOM FLOOR BOXES R 16
13 R CLASSROOM PROJ. & SCREEN 20 1 0.36 0.54 1 20 CLASSROOM FLOOR BOXES R 14
11 R EXTERIOR RECEPTACLES 20 1 0.36 1.44 1 20 AV CLOSET RECEPTACLE R 12
9 R GENERAL RECEPTACLES 20 1 0.9 1 1 20 CLASSROOM AV... R 10
7 R GENERAL RECEPTACLES 20 1 0.54 1.04 1 20 COLLAB ROOM RECEPT. R 8
5 R COLLAB ROOM RECEPT. 20 1 1.04 0.5 1 20 SELF CHECK OUT MACHINE R 6
3 R OFFICE RECEPTACLES 20 1 0.54 0.25 1 20 TV RECEPTACLES R 4
1 R COLLAB ROOM RECEPT. 20 1 1.04 0.54 1 20 OFFICE RECEPTACLES R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POL
E A B C
POL
E TRIP BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:P2G1 MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Recessed MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P2G3 BUS AMPS:125 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):70
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):56
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):83
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):20.07
R 29.86 19.93 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):30
M 0.17 0.17 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:104 92 62
PHASE LOAD:12.01 10.58 7.41
59 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 60
57 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 58
55 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 56
53 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 54
51 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 52
49 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 50
47 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 48
45 -- SPARE -- 20 1 0 0.54 1 20 MEDIA RECEP. R 46
43 0.09 0.54 1 20 MEDIA RECEP. R 44
41 M FCU-2 (X2) 20 2
0.09 0.72 1 20 MEDIA RECEP. R 42
39 R MEDIA FLOOR BOXES 20 1 0.36 0.5 1 20 MEDIA AV RECEP. R 40
37 R MEDIA FLOOR BOXES 20 1 0.36 1 1 20 MEDIA AV RECEP. R 38
35 R FIRE SMOKE DAMPER 20 1 0.1 0.54 1 20 PIPE GRID R 36
33 R FLOOD STOP 20 1 0.18 0.72 1 20 PIPE GRID R 34
31 R FIRE SMOKE DAMPER 20 1 0.1 0.36 1 20 WHISPER BOOTH RECEPT. R 32
29 R COPIER 20 1 1.2 0.54 1 20 BOILER ROOM RECEPT. R 30
27 R COPIER 20 1 1.2 1.8 1 20 PIPE GRID R 28
25 R DOOR OPENERS 012 20 1 1.2 1.8 1 20 PIPE GRID R 26
23 R MEDIA HUB FLOOR BOXES 20 1 0.54 0 1 20 -- SPARE -- 24
21 R MEDIA HUB FLOOR BOXES 20 1 0.54 0.72 1 20 MEDIA HUB RECEPTACLES R 22
19 R MEDIA HUB FLOOR BOXES 20 1 0.54 0.72 1 20 MEDIA HUB RECEPTACLES R 20
17 R MAIN HALL TV'S 20 1 0.5 0.54 1 20 MEDIA HUB RECEPTACLES R 18
15 R GENERAL RECEPTACLES 20 1 0.9 0.36 1 20 G3 EWC-1 & BOTTLE FILL R 16
13 R GENERAL RECEPTACLES 20 1 1.08 1.44 1 20 RESTROOM EHD R 14
11 R COMP. CLASSROOM RECEPT. 20 1 0.5 1.44 1 20 RESTROOM EHD R 12
9 R COMP. CLASSROOM RECEPT. 20 1 1 1.04 1 20 COLLAB ROOM RECEPT. R 10
7 R COMP. CLASSROOM RECEPT. 20 1 0.86 1.04 1 20 COLLAB ROOM RECEPT. R 8
5 R COMP. CLASSROOM RECEPT. 20 1 0.36 0.36 1 20 COMP. CLASSROOM RECEPT. R 6
3 R COMP. CLASSROOM RECEPT. 20 1 0.36 0.36 1 20 COMP. CLASSROOM RECEPT. R 4
1 R COMP. CLASSROOM RECEPT. 20 1 0.36 0.54 1 20 COMP. CLASSROOM RECEPT. R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:P2G1 MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P2G4 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):178
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):142
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):249
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):51.25
R 86.86 48.43 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):89.68
M 3 3 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:256 276 224
PHASE LOAD:30.21 32.62 26.85
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38
35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36
33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34
31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 1.08 1 20 KIOSKS RECEPTACLES R 28
25 0.02 0.2 1 20 FIRE SMOKE DAMPER R 26
23 M FCU-3 ELEC. 101B 20 2
0.02 0.1 1 20 FIRE SMOKE DAMPER R 24
21 R GENERAL RECEPTACLES 20 1 1.08 0.9 1 20 SC COLLECTIONS FLOOR BOX R 22
19 R GENERAL RECEPTACLES 20 1 1.08 0.18 1 20 SC COLLECTIONS FLOOR BOX R 20
17 R OFFICE FLOOR BOX 20 1 0.18 0.54 1 20 SC COLLECTIONS FLOOR BOX R 18
15 R OFFICE FLOOR BOX 20 1 0.18 0.9 1 20 OFFICE RECEPTACLES R 16
13 R SC DIGIZ. FLOOR BOX 20 1 0.36 0.54 1 20 SC COLLECTIONS RECEPT. R 14
11 2.7 0 12
9 2.54 0 10
7
R; M PANEL P214 100 3
5.3 0
3 100 -- SPARE --
8
5 12.88 10.45 6
3 12.7 13.24 4
1
R; M PANEL P212 125 3
11... 11....
3 125 PANEL P213 R
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:DP2G1 MCB RATING:225A ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P211 BUS AMPS:225 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):86
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):69
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):103
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):24.72
R 34.78 22.39 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):37.11
M 2.42 2.42 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:96 107 109
PHASE LOAD:11.54 12.7 12.88
59 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 60
57 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 58
55 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 56
53 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 54
51 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 52
49 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 50
47 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 48
45 -- SPARE -- 20 1 0 1.2 1 20 DOOR OPERATORS R 46
43 -- SPARE -- 20 1 0 1.2 1 20 DOOR OPERATORS R 44
41 R PIPE GRID 20 1 1.8 1.8 1 20 PIPE GRID R 42
39 R PIPE GRID 20 1 1.8 1.8 1 20 PIPE GRID R 40
37 M FCU-1 EAST VEST. 100V 20 1 1.15 1.8 1 20 PIPE GRID R 38
35 R CLASSROOM AV RECEPTACLE 20 1 1.44 1.8 1 20 PIPE GRID R 36
33 R CLASSROOM AV RECEPT. 20 1 1 1 1 20 MOTORIZED SHADES M 34
31 R CLASSROOM RECEPTACLES 20 1 0.9 0.4 1 20 MOTORIZED SHADES M 32
29 R CLASSROOM FLOOR BOXES 20 1 0.54 0.36 1 20 CLASSROOM PROJ. & SCREEN R 30
27 R CLASSROOM FLOOR BOXES 20 1 0.54 0.36 1 20 CLASSROOM PROJ. & SCREEN R 28
25 R CLASSROOM FLOOR BOXES 20 1 0.54 0.54 1 20 CLASSROOM FLOOR BOXES R 26
23 R GENERAL RECEPTACLES 20 1 0.72 0.54 1 20 CLASSROOM FLOOR BOXES R 24
21 R MAIN HALL FLOOR BOX 20 1 0.18 1.44 1 20 SERVICE POINT FLOOR BOX R 22
19 R MAIN HALL FLOOR BOXES 20 1 0.18 1.44 1 20 SERVICE POINT FLOOR BOX R 20
17 R TV RECEPTACLES 20 1 0.5 0.9 1 20 DOOR HOLDERS R 18
15 R SELF-CHECK OUT MACHINE 20 1 0.5 0.36 1 20 SERVICE POINT RECEPT. R 16
13 R CONWAY PROJ. & SCREEN 20 1 0.36 0.54 1 20 OFFICE RECEPTACLES R 14
11 R CONWAY PROJ. & SCREEN 20 1 0.36 1.04 1 20 GROUP STUDY RECEPT. R 12
9 R CONWAY CENTER AV RECEPT. 20 1 1.44 0.36 1 20 EXTERIOR RECEPTACLES R 10
7 R GENERAL RECEPTACLES 20 1 1.08 0.54 1 20 CONWAY CENTER FLOOR BOX R 8
5 R OFFICE RECEPTACLES 20 1 0.54 0.54 1 20 CONWAY CENTER FLOOR BOX R 6
3 R OFFICE RECEPTACLES 20 1 0.54 0.18 1 20 CONWAY OFFICE FLOOR BOX R 4
1 R OFFICE RECEPTACLES 20 1 0.54 0.54 1 20 OFFICE RECEPTACLES R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:P211 MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P212 BUS AMPS:125 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):78
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):62
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):96
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):22.35
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):34.7
R 34.7 22.35 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:92 111 87
PHASE LOAD:11.01 13.24 10.45
59 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 60
57 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 58
55 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 56
53 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 54
51 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 52
49 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 50
47 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 48
45 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 46
43 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 44
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 R FIRE SMOKE DAMPER 20 1 0.25 0 1 20 -- SPARE -- 38
35 R FIRE SMOKE DAMPER 20 1 0.2 0 1 20 -- SPARE -- 36
33 R PIPE GRID 20 1 1.8 1.8 1 20 PIPE GRID R 34
31 R PIPE GRID 20 1 1.8 1.8 1 20 PIPE GRID R 32
29 R NC HUB FLOOR BOX 20 1 1.44 1.8 1 20 PIPE GRID R 30
27 R NC HUB FLOOR BOX 20 1 1.44 1.8 1 20 PIPE GRID R 28
25 R ADMIN. RECEPTACLES 20 1 0.54 0.36 1 20 SEMINAR ROOM FLOOR BOX R 26
23 R SEMINAR ROOM AV RECEPT. 20 1 1.44 0.36 1 20 SEMINAR ROOM FLOOR BOX R 24
21 R SEMINAR ROOM TV RECEPT. 20 1 0.5 1.44 1 20 RESTROOM EHD R 22
19 R SEMINAR ROOM RECEPT. 20 1 0.54 1.44 1 20 RESTROOM EHD R 20
17 R NC HUB FLOOR BOXES 20 1 0.36 1.44 1 20 RESTROOM EHD R 18
15 R NC HUB FLOOR BOXES 20 1 0.54 0.9 1 20 GENERAL RECEPTACLES R 16
13 R NC HUB RECEPT. 20 1 0.9 0.72 1 20 GENERAL RECEPTACLES R 14
11 R GROUP STUDY RECEPT. 20 1 1.04 1.04 1 20 ASSIST. TECH RECEPT. R 12
9 R OFFICE RECEPTACLES 20 1 0.9 1.04 1 20 GROUP STUDY RECEPT. R 10
7 R OFFICE RECEPTACLES 20 1 0.54 1.04 1 20 GROUP STUDY RECEPT. R 8
5 R OFFICE RECEPTACLES 20 1 0.61 0.72 1 20 OFFICE RECEPTACLES R 6
3 R OFFICE RECEPTACLES 20 1 0.54 0.54 1 20 OFFICE RECEPTACLES R 4
1 R OFFICE RECEPTACLES 20 1 0.54 0.54 1 20 OFFICE RECEPTACLES R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:P211 MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Recessed MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P213 BUS AMPS:125 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):36
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):29
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):29
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):10.5
R 10.06 10.03 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):10.53
M 0.58 0.58 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:44 21 23
PHASE LOAD:5.3 2.54 2.7
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38
35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36
33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34
31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26
23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 R DOOR OPENERS 100A 20 1 1.2 0.54 1 20 READING FLOOR BOXES R 20
17 M FCU-1 20 1 0.58 0.1 1 20 FIRE SMOKE DAMPER R 18
15 R MAIN HALL FLOOR BOXES 20 1 0.18 0.2 1 20 FIRE SMOKE DAMPER R 16
13 R MAIN HALL FLOOR BOXES 20 1 0.18 0.5 1 20 TV RECEPTACLES R 14
11 R GENERAL RECEPTACLES 20 1 0.54 0.36 1 20 READING RECEPTACLE R 12
9 R GENERAL RECEPTACLES 20 1 0.72 0.36 1 20 READING RECEPTACLE R 10
7 R EXTERIOR RECEPTACLES 20 1 0.72 0.9 1 20 READING RECEPTACLES R 8
5 R SELF-CHECK OUT MACHINE 20 1 0.5 0.72 1 20 READING FLOOR BOXES R 6
3 R READING FLOOR BOXES 20 1 0.54 0.54 1 20 READING FLOOR BOXES R 4
1 R READING FLOOR BOXES 20 1 0.54 0.72 1 20 READING FLOOR BOXES R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:P211 MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Recessed MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P214 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
ELECTRICAL SHEET NOTES - PANELBOARDS
1 PANELBOARD SCHEDULES ARE BEING ISSUED WITH CONSTRUCTION DOCUMENTS FOR USE
BY THE CONTRACTOR DURING CONSTRUCTION. AFTER ISSUANCE OF CONSTRUCTION
DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING UPDATED
PANEL SCHEDULES THAT REFLECT INSTALLED CONDITIONS, IN ACCORDANCE WITH THE
SPECIFICATION. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ISSUING SCHEDULES
DURING THE CONSTRUCTION ADMINISTRATION PROCESS UNLESS DEEMED NECESSARY BY
THE ENGINEER.
DP2G1
P2G1
P2G2
P212
P213
P214
P215
P2G3
P2G4
P211
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):57
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):46
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):70
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):16.49
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):25.37
K 25.37 16.49 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:85 71 59
PHASE LOAD:9.97 8.31 7.09
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26
23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 K 110B RECEPTACLES 20 1 1.44 0 1 20 -- SPARE -- 18
15 K 110B GARBAGE DISPOSAL LH 20 1 1.1 0 1 20 -- SPARE -- 16
13 K 110B RECEPTACLE 20 1 0.72 1.44 1 20 110B BLENDER K 14
11 K 110B ESPRESSO MACHINE LH 30 1 2 1.2 1 20 110B CASH REGISTER K 12
9 K RM. 110C RECEPTACLES 20 1 0.54 1.32 1 20 110B LOW REFR. DISPLAY... K 10
7 K MICROWAVE RM. 110C 20 1 1.44 1.02 1 20 G3 RM. 110C REFRIGERATOR K 8
5 K DISPOSAL RM. 110C LH 20 1 1.1 1.35 1 20 G3 RM. 110C ICE MACHINE K 6
3 2.9 2.45 4
1 K 110B COFFEE MAKER LH 40 2
2.9 2.45 2 30 LH DISHWASHER RM. 110C K
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:DP2G1 MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Recessed MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P215 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013 4/5/2018 10:54:48 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E734
PANELBOARD SCHEDULES
SHEET 4
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):80
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):64
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):100
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):22.99
R 35.92 22.96 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):35.95
M 0.04 0.04 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:105 97 98
PHASE LOAD:12.62 11.59 11.73
41 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 42
39 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 40
37 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 38
35 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 36
33 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 34
31 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 32
29 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 30
27 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 28
25 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 26
23 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 24
21 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 22
19 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 20
17 -- SPACE -- -- -- 0 0.02 18
15 R KIOSKS RECEPTACLES 20 1 0.72 0.02 2 20 FCU-3 M
16
13 R FIRE SMOKE DAMPER 20 1 0.1 0.2 1 20 FIRE SMOKE DAMPER R 14
11 1.62 0 12
9 1.54 0 10
7
R PANEL P224 100 3
2.18 0
3 100 -- SPARE --
8
5 3.06 7.04 6
3 4.14 5.18 4
1
R PANEL P222 100 3
4.03 6.11
3 100 PANEL P223 R
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:DP2G1 MCB RATING:150A ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P221 BUS AMPS:150 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):49
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):39
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):51
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):14.17
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):18.33
R 18.33 14.17 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:52 43 60
PHASE LOAD:6.11 5.18 7.04
41 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 42
39 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 40
37 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 38
35 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 36
33 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 34
31 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26
23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 R FIRE SMOKE DAMPER 20 1 0.25 0 1 20 -- SPARE -- 20
17 R FIRE SMOKE DAMPER 20 1 0.2 3.6 1 20 CAVERNO PROJ. & SCREEN R 18
15 R GENERAL RECEPTACLES 20 1 0.72 1.8 1 20 PIPE GRID R 16
13 R GENERAL RECEPTACLES 20 1 0.9 1.8 1 20 PIPE GRID R 14
11 R NC HUB FLOOR BOXES 20 1 0.54 1.44 1 20 RESTROOM EHD R 12
9 R NC HUB FLOOR BOXES 20 1 0.54 0.54 1 20 HALL FLOOR BOXES R 10
7 R NC HUB FLOOR BOXES 20 1 0.54 0.72 1 20 HALL FLOOR BOXES R 8
5 R CAVERNO FLOOR BOXES 20 1 0.72 0.54 1 20 SEMINAR ROOM RECEPT. R 6
3 R CAVERNO RECEPTACLES 20 1 0.86 0.72 1 20 SEMINAR ROOM RECEPT. R 4
1 R REFLECTION ROOM RECEP. 20 1 0.9 1 1 20 SEMINAR ROOM RECEPT. R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:P221 MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Recessed MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P223 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):19
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):15
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):15
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):5.34
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):5.34
R 5.34 5.34 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:18 13 14
PHASE LOAD:2.18 1.54 1.62
41 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 42
39 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 40
37 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 38
35 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 36
33 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 34
31 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26
23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16
13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14
11 -- SPARE -- 20 1 0 0.54 1 20 GENERAL RECEPTACLES R 12
9 R GENERAL RECEPTACLES 20 1 0.36 0.1 1 20 FIRE SMOKE DAMPER R 10
7 R GENERAL RECEPTACLES 20 1 0.9 0.2 1 20 FIRE SMOKE DAMPER R 8
5 R READING FLOOR BOXES 20 1 0.54 0.54 1 20 READING FLOOR BOXES R 6
3 R READING FLOOR BOXES 20 1 0.54 0.54 1 20 READING FLOOR BOXES R 4
1 R READING FLOOR BOXES 20 1 0.54 0.54 1 20 READING FLOOR BOXES R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:P221 MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P224 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):37
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):29
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):31
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):10.62
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):11.23
R 11.23 10.62 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:35 36 26
PHASE LOAD:4.03 4.14 3.06
41 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 42
39 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 40
37 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 38
35 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 36
33 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 34
31 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26
23 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 R EXHIBIT AV RECEPTACLE 20 1 1.44 0 1 20 -- SPARE -- 18
15 R EXHIBIT AV RECEPTACLE 20 1 1.44 0 1 20 -- SPARE -- 16
13 R EXHIBIT RECEPTACLES 20 1 0.72 0.43 1 20 TV RECEPTACLE R 14
11 R EXHIBIT FLOOR BOXES 20 1 0.54 0.36 1 20 DOOR HOLDERS R 12
9 R GENERAL RECEPTACLES 20 1 0.72 0.9 1 20 WORKROOM FLOOR BOXES R 10
7 R GENERAL RECEPTACLES 20 1 1.08 0.54 1 20 WORKROOM FLOOR BOXES R 8
5 R OFFICE FLOOR BOX 20 1 0.18 0.54 1 20 WORKROOM FLOOR BOXES R 6
3 R OFFICE FLOOR BOX 20 1 0.18 0.9 1 20 OFFICE RECEPTACLES R 4
1 R OFFICE FLOOR BOXES 20 1 0.72 0.54 1 20 WORKROOM RECEPT. R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:P221 MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P222 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):184
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):147
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):258
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):53.08
R 89.7 49.85 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):92.93
M 3.23 3.23 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:262 262 253
PHASE LOAD:31.3 31.27 30.35
41 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 42
39 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 40
37 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 38
35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36
33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34
31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 R FIRE SMOKE DAMPER 20 1 0.2 0 1 20 -- SPARE -- 26
23 R FIRE SMOKE DAMPER 20 1 0.2 0.02 24
21 R GENERAL RECEPTACLES 20 1 1.08 0.02 2 20 FCU-3 ELEC. 301B M
22
19 R TV RECEPTACLE 20 1 0.25 0.54 1 20 WORKROOM FLOOR BOXES R 20
17 R OFFICE FLOOR BOXES 20 1 0.36 0.54 1 20 READING FLOOR BOXES R 18
15 R OFFICE FLOOR BOXES 20 1 0.36 0.54 1 20 READING FLOOR BOXES R 16
13 R MEETING ROOM RECEPT. 20 1 0.9 0.36 1 20 READING FLOOR BOXES R 14
11 7.82 0 12
9 9.51 0 10
7
R PANEL P234 100 3
9.78 0
3 100 -- SPARE --
8
5 9.82 11.6 6
3 9.28 10.49 4
1
R; M PANEL P232 100 3
7.19 12....
3 125 PANEL P233 R; M
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:DP2G1 MCB RATING:225A ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P231 BUS AMPS:225 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):66
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):53
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):73
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):19.15
R 24.29 17.15 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):26.29
M 2 2 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:60 80 85
PHASE LOAD:7.19 9.28 9.82
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38
35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36
33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34
31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32
29 R PIPE GRID 20 1 0.9 1.44 1 20 AV RECEPTACLE R 30
27 R PIPE GRID 20 1 0.9 1.44 1 20 AV RECEPTACLE R 28
25 R PIPE GRID 20 1 0.9 1.08 1 20 KIOSKS RECEPTACLES R 26
23 R PIPE GRID 20 1 0.9 1.8 1 20 PIPE GRID R 24
21 R DOOR HOLDERS 20 1 0.36 1.8 1 20 PIPE GRID R 22
19 R EXHIBIT PREP WIREMOLD 20 1 0.54 1.08 1 20 GENERAL RECEPTACLES R 20
17 R EXHIBIT PREP WIREMOLD 20 1 0.54 0.36 1 20 SC CLASSROOM FLOOR... R 18
15 R EXHIBIT PREP RECEPTACLES 20 1 0.36 0.36 1 20 SC CLASSROOM FLOOR... R 16
13 R TV RECEPTACLES 20 1 0.75 0.86 1 20 SC CLASSROOM RECEP. R 14
11 R CLASSROOM PROJ. & SCREEN 20 1 1.98 1 1 20 MOTORIZED SHADES M 12
9 R CLASSROOM PROJ. & SCREEN 20 1 1.98 1 1 20 MOTORIZED SHADES M 10
7 R CLASSROOM RECEPTACLES 20 1 0.72 0.36 1 20 CLASSROOM FLOOR BOXES R 8
5 R CLASSROOM FLOOR BOXES 20 1 0.54 0.36 1 20 CLASSROOM FLOOR BOXES R 6
3 R CLASSROOM FLOOR BOXES 20 1 0.54 0.54 1 20 CLASSROOM FLOOR BOXES R 4
1 R CLASSROOM FLOOR BOXES 20 1 0.36 0.54 1 20 CLASSROOM FLOOR BOXES R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:P231 MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P232 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):79
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):63
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):95
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):22.69
R 32.97 21.49 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):34.17
M 1.2 1.2 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:102 87 98
PHASE LOAD:12.08 10.49 11.6
59 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 60
57 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 58
55 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 56
53 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 54
51 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 52
49 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 50
47 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 48
45 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 46
43 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 44
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 R FIRE SMOKE DAMPER 20 1 0.2 0 1 20 -- SPARE -- 38
35 R FIRE SMOKE DAMPERS 20 1 0.3 1.44 1 20 DISCOVERY FLOOR BOX R 36
33 R FIRE SMOKE DAMPERS 20 1 0.2 1.44 1 20 DISCOVERY FLOOR BOX R 34
31 -- SPARE -- 20 1 0 1.44 1 20 DISCOVERY FLOOR BOX R 32
29 R DISCOVERY FLOOR BOX 20 1 1.44 1.2 1 20 STAFF ROOM RECEPTACLE R 30
27 R DISCOVERY FLOOR BOX 20 1 1.44 1.2 1 20 STAFF ROOM RECEPTACLE R 28
25 R DISCOVERY FLOOR BOX 20 1 1.44 1.2 1 20 STAFF ROOM RECEPTACLE R 26
23 -- SPARE -- 20 1 0 1.4 1 20 STAFF ROOM RECEPTACLE R 24
21 R STAFF ROOM RECEPTACLE 20 1 1.2 1.2 1 20 STAFF ROOM DISPOSAL M 22
19 R STAFF ROOM RECEPTACLE 20 1 1.2 1.3 1 20 G3 STAFF ROOM RECEPTACLE R 20
17 R STAFF ROOM FLOOR BOXES 20 1 0.36 1.2 1 20 G3 STAFF ROOM RECEPTACLE R 18
15 R STAFF ROOM RECEPTACLES 20 1 0.79 0.36 1 20 G3 EWC-1 & BOTTLE FILL R 16
13 R OFFICE RECEPTACLES 20 1 0.54 1.44 1 20 RESTROOM EHD R 14
11 R GENERAL RECEPTACLES 20 1 0.9 1.44 1 20 RESTROOM EHD R 12
9 R MEETING ROOM RECEPT. 20 1 0.86 0.72 1 20 GENERAL RECEPTACLES R 10
7 R MEETING ROOM RECEPT. 20 1 0.86 1.2 1 20 DISCOVERY COPIER R 8
5 R OFFICE RECEPTACLES 20 1 0.72 1.2 1 20 DISCOVERY COPIER R 6
3 R OFFICE RECEPTACLES 20 1 0.72 0.36 1 20 DISCOVERY FLOOR BOXES R 4
1 R INTER LIBRARY RECEPT. 20 1 0.72 0.54 1 20 DISCOVERY FLOOR BOXES R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:P231 MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Recessed MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P233 BUS AMPS:125 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):64
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):52
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):75
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):18.56
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):27.11
R 27.11 18.56 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:84 81 65
PHASE LOAD:9.78 9.51 7.82
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38
35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36
33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34
31 R FIRE SMOKE DAMPER 20 1 0.2 0.36 1 20 GENERAL RECEPTACLES R 32
29 R FIRE SMOKE DAMPER 20 1 0.2 0.72 1 20 GENERAL RECEPTACLES R 30
27 R COPIER 20 1 1.2 1.8 1 20 PIPE GRID R 28
25 R COPIER 20 1 1.2 1.8 1 20 PIPE GRID R 26
23 R MAIN HALL FLOOR BOXES 20 1 0.54 1.8 1 20 PIPE GRID R 24
21 R TV RECEPTACLE 20 1 0.25 1.8 1 20 PIPE GRID R 22
19 R GENERAL RECEPTACLES 20 1 0.72 0.9 1 20 COLLOCOTT RECEPT. R 20
17 R COLLOCOTT FLOOR BOXES 20 1 0.54 0.9 1 20 COLLOCOTT RECEPT. R 18
15 R COLLOCOTT FLOOR BOXES 20 1 0.54 0.9 1 20 COLLOCOTT RECEPT. R 16
13 R COLLAB ROOM RECEPT. 20 1 1.22 0.54 1 20 COLLOCOTT FLOOR BOXES R 14
11 R COLLAB ROOM AV RECEPT. 20 1 1 0.54 1 20 COLLOCOTT FLOOR BOXES R 12
9 R COLLAB ROOM RECEPT. 20 1 1.22 0.72 1 20 OPEN READING FLOOR BOXES R 10
7 R GROUP STUDY RECEPT. 20 1 1.04 0.54 1 20 OPEN READING FLOOR BOXES R 8
5 R GROUP STUDY RECEPT. 20 1 1.04 0.54 1 20 OPEN READING FLOOR BOXES R 6
3 R OPEN READING RECEPT. 20 1 0.54 0.54 1 20 OPEN READING FLOOR BOXES R 4
1 R OPEN READING RECEPT. 20 1 0.72 0.54 1 20 OPEN READING FLOOR BOXES R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:P231 MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P234 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):153
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):122
L 0.9 0.9 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):163
K 27.55 17.91 M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):44.05
R 20.55 15.28 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):58.89
M 11.06 11.06 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:184 165 147
PHASE LOAD:21.74 19.55 17.6
41 K REACH-IN REFRIGERATOR G3 20 1 1 0.18 1 20 GENERAL RECEPTACLE R 42
39 K HOLD CAB. HEAT G3 20 1 1.9 1.8 1 20 INDUCTION RANGE K 40
37 2.65 1.8 1 20 INDUCTION RANGE K 38
35 K COFFEE BREWER LH 35 2
2.65 1.65 36
33 3.18 1.65 2 20 LH ICE CUBER K
34
31 K DISHWASHER LH 50 2
3.18 3.05 32
29 -- SPARE -- 20 1 0 3.05 2 40 LH CAB COOK/HOLD/OVEN K
30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 R SMOKE DAMPER 20 1 0.36 0 1 20 -- SPARE -- 26
23 R FIRE SMOKE DAMPER 20 1 0.2 0 1 20 -- SPARE -- 24
21 R FIRE SMOKE DAMPER 20 1 0.25 0 1 20 -- SPARE -- 22
19 R SMOKE DAMPER 20 1 0.72 0 1 20 -- SPARE -- 20
17 M CP-1 30 1 2.46 0 1 20 -- SPARE -- 18
15 M TEF-1 35 1 1.92 0 1 20 -- SPARE -- 16
13 M EF-1 35 1 1.92 0 1 20 -- SPARE -- 14
11 L AHU LIGHTING 20 1 0.3 0.18 1 20 ROOF RECEPTACLE R 12
9 R AHU CONTROLS 20 1 0.5 0.9 1 20 MECH. ROOM RECEPTACLES R 10
7 R ROOF RECEPTACLES 20 1 0.36 0.3 1 20 AHU LIGHTING L 8
5 5.86 0.5 1 20 AHU CONTROLS R 6
3 7.48 0.3 1 20 AHU LIGHTING L 4
1
R; M PANEL P242 100 3
7.25 0.5 1 20 AHU CONTROLS R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:DP4L1 VIA T5 XFMR MCB RATING:250A ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P241 BUS AMPS:250 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):61
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):49
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):57
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):17.62
R 15.9 12.95 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):20.56
M 4.88 4.88 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:62 64 49
PHASE LOAD:7.25 7.48 5.86
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38
35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36
33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34
31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 -- SPARE -- 20 1 0 0.72 1 20 TERRACE RECEPTACLES R 26
23 -- SPARE -- 20 1 0 0.72 1 20 TERRACE RECEPTACLES R 24
21 M MOTORIZED SHADES 20 1 0.8 1.37 22
19 M MOTORIZED SHADES 20 1 1.6 1.37 2 30 EF-2 M
20
17 R AV RECEPTACLE 20 1 1.44 0.36 1 20 DOOR HOLDERS R 18
15 R AV FLOOR BOX 20 1 1.44 0.5 1 20 TV RECEPTACLES R 16
13 R GENERAL RECEPTACLES 20 1 0.9 1.08 1 20 GENERAL RECEPTACLES R 14
11 R RESTROOM EHD 20 1 1.44 1 1 20 AV RECEPTACLE R 12
9 R RESTROOM EHD 20 1 1.44 1.44 1 20 AV RECEPTACLE R 10
7 R READING RM PROJ. & SCREEN 20 1 0.36 0.36 1 20 READING RM FLOOR BOXES R 8
5 R READING RM PROJ. & SCREEN 20 1 0.36 0.54 1 20 READING RM FLOOR BOXES R 6
3 R READING RM PROJ. & SCREEN 20 1 0.36 0.36 1 20 READING RM FLOOR BOXES R 4
1 R TERRACE RECEPTACLES 20 1 0.54 0.54 1 20 READING RM FLOOR BOXES R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:P241 MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P242 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
ELECTRICAL SHEET NOTES - PANELBOARDS
1 PANELBOARD SCHEDULES ARE BEING ISSUED WITH CONSTRUCTION DOCUMENTS FOR USE
BY THE CONTRACTOR DURING CONSTRUCTION. AFTER ISSUANCE OF CONSTRUCTION
DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING UPDATED
PANEL SCHEDULES THAT REFLECT INSTALLED CONDITIONS, IN ACCORDANCE WITH THE
SPECIFICATION. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ISSUING SCHEDULES
DURING THE CONSTRUCTION ADMINISTRATION PROCESS UNLESS DEEMED NECESSARY BY
THE ENGINEER.
P221
P222
P223
P224
P241
P242
P231
P232
P233
P234
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013 4/5/2018 10:54:58 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E735
PANELBOARD SCHEDULES
SHEET 5
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
ELECTRICAL SHEET NOTES - PANELBOARDS
1 PANELBOARD SCHEDULES ARE BEING ISSUED WITH CONSTRUCTION DOCUMENTS FOR USE
BY THE CONTRACTOR DURING CONSTRUCTION. AFTER ISSUANCE OF CONSTRUCTION
DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING UPDATED
PANEL SCHEDULES THAT REFLECT INSTALLED CONDITIONS, IN ACCORDANCE WITH THE
SPECIFICATION. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ISSUING SCHEDULES
DURING THE CONSTRUCTION ADMINISTRATION PROCESS UNLESS DEEMED NECESSARY BY
THE ENGINEER.
E4L1
E411
E441
E2L1
S2L1
S221
E241
SD4L1
S441
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):4
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):3
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):3
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):1.08
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):1.08
R 1.08 1.08 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:5 3 2
PHASE LOAD:0.54 0.36 0.18
41 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 42
39 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 40
37 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 38
35 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 36
33 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 34
31 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 32
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 24
21 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 22
19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16
13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14
11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12
9 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 10
7 R 4TH FL. FIRE ALARM 20 1 0.18 0 1 20 -- SPARE -- 8
5 R 4TH FL. FIRE ALARM 20 1 0.18 0 1 20 -- SPARE -- 6
3 R 2ND FL. FIRE ALARM 20 1 0.18 0.18 1 20 3RD FL. FA PRE-ACT. R 4
1 R 2ND FL. FIRE ALARM 20 1 0.18 0.18 1 20 3RD FL. FIRE ALARM R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:E4L1 VIA T3 XFMR MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:E241 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):8
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):6
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):6
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):5.14
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):5.14
L 5.14 5.14 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:7 8 5
PHASE LOAD:1.77 2.09 1.28
41 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 42
39 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 40
37 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 38
35 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 36
33 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 34
31 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 32
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 24
21 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 22
19 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 20
17 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 18
15 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 16
13 L 3RD FLOOR EMERG. LIGHTING 20 1 1.2 0 1 20 -- SPARE -- 14
11 L 4TH FLOOR EMERG. LIGHTING 20 1 0.75 0 1 20 -- SPARE -- 12
9 L 4TH FLOOR EMERG. LIGHTING 20 1 0.56 0 1 20 -- SPARE -- 10
7 L EXIT SIGNS LVL 4 20 1 0.02 0 1 20 -- SPARE -- 8
5 L EXIT SIGNS LVL 3 20 1 0.03 0.5 1 20 3RD FLOOR EMERG. LIGHTING L 6
3 L LTG-STAIR 2 20 1 0.37 1.16 1 20 3RD FLOOR EMERG. LIGHTING L 4
1 L LTG-STAIR 1 20 1 0.37 0.18 1 20 3RD FLOOR EMERG. LIGHTING L 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:ATS-EB MCB RATING:–ISOLATED GROUND:No
VOLTAGE:480Y/277 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:Yes
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:Yes
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:E441 BUS AMPS:250 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):20
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):16
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):16
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):13.56
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):13.56
L 13.56 13.56 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:28 6 19
PHASE LOAD:7.19 1.65 4.73
41 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 42
39 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 40
37 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 38
35 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 36
33 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 34
31 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 32
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 28
25 -- SPACE -- -- -- 0 0.55 1 20 1st FLOOR EMERG. LIGHTING L 26
23 -- SPACE -- -- -- 0 0.25 1 20 1st FLOOR EMERG. LIGHTING L 24
21 -- SPACE -- -- -- 0 0.47 1 20 1st FLOOR EMERG. LIGHTING L 22
19 L EM-LTG -GROUND LVL 20 1 0.26 0.43 1 20 SITE EMERG. LIGHTING L 20
17 L EM-LTG -GROUND LVL 20 1 1.39 1.28 1 20 2nd FLOOR EMERG. LIGHTING L 18
15 L EXIT SIGNS GROUND LVL 20 1 0.06 0.43 1 20 2nd FLOOR EMERG. LIGHTING L 16
13 L EM-LTG -GROUND LVL 20 1 0.12 0.12 1 20 2nd FLOOR EMERG. LIGHTING L 14
11 L EM-LTG-GROUND LVL OFF. 20 1 0.32 1.16 1 20 2nd FLOOR EMERG. LIGHTING L 12
9 L LTG-EM-CORRIDOR GND LVL 20 1 0.25 0 1 20 -- SPARE -- 10
7 L EM-LTG -GROUND LVL 20 1 2.43 1.16 1 20 1st FLOOR EMERG. LIGHTING L 8
5 -- SPARE -- 20 1 0 0.34 1 20 GROUND FLOOR EMERG LTG L 6
3 L EXIT SIGNS- LVL 2 20 1 0.03 0.41 1 20 EM-LTG -GROUND LVL L 4
1 L EXIT SIGNS LVL 1 20 1 0.04 2.1 1 20 GROUND FLOOR EMERGENC... L 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:ATS-EB MCB RATING:–ISOLATED GROUND:No
VOLTAGE:480Y/277 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:Yes
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:Yes
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:E411 BUS AMPS:250 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):2
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):1
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):1
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):0.51
R 0.18 0.18 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):0.51
M 0.35 0.35 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:1 1 2
PHASE LOAD:0.17 0.17 0.18
41 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 42
39 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 40
37 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 38
35 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 36
33 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 34
31 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 32
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 24
21 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 22
19 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 20
17 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 18
15 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 16
13 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 14
11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12
9 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 10
7 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 8
5 R 4TH FLOOR BMS PANEL 20 1 0.18 0 1 20 -- SPARE -- 6
3 0.09 0.09 4
1 M FCU-2 (X2) IT 101A 20 2
0.09 0.09 2 20 FCU-2 (X2) IT 301A M
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:S2L1 MCB RATING:100A ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:S221 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):0
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):0
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):0
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):0
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):0
R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:0 0 0
PHASE LOAD:0 0 0
41 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 42
39 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 40
37 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 38
35 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 36
33 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 34
31 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 32
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 24
21 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 22
19 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 20
17 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 18
15 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 16
13 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 14
11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12
9 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 10
7 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 8
5 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 6
3 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 4
1 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:SD4L1 MCB RATING:–ISOLATED GROUND:No
VOLTAGE:480Y/277 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:S441 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):8
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):6
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):6
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):5.37
L 0.95 0.95 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):5.37
R 4.5 4.5 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:5 3 12
PHASE LOAD:1.32 0.92 3.14
41 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 42
39 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 40
37 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 38
35 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 36
33 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 34
31 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 32
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 -- SPARE -- 20 1 0 0 -- -- -- SPACE -- 24
21 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 22
19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16
13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14
11 -- SPARE -- 20 1 0 0.86 1 20 LTG-EM-LL L 12
9 -- SPARE -- 20 1 0 0.02 1 20 EXIT SIGNS- LL L 10
7 -- SPARE -- 20 1 0 0.06 1 20 LTG-STAIR 4 L 8
5 0 2.34 6
3 0 0.9 4
1
-- ALUMNAE ELP-GB1 (FUTURE) -- 50 3
0 1.26
3 60
PANELS E2L1 & E241 VIA T3
XFMR R
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:ATS-EB MCB RATING:–ISOLATED GROUND:No
VOLTAGE:480Y/277 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:Yes
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:Yes
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:E4L1 BUS AMPS:250 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):205
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):164
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):182
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):136.68
R 43.38 26.69 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):151.34
M 114.38 114.38 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:204 176 169
PHASE LOAD:56.19 48.47 46.79
59 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 60
57 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 58
55 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 56
53 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 54
51 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 52
49 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 50
47 -- SPARE -- 20 1 0 0 -- -- -- SPACE -- 48
45 -- SPARE -- 20 1 0 0 -- -- -- SPACE -- 46
43 -- SPARE -- 20 1 0 0 -- -- -- SPACE -- 44
41 2.65 0 42
39 2.65 0 40
37
M SP-1 20 3
2.65 0
3 20 -- SPARE --
38
35 10.3 0.61 36
33 12.02 0.61 34
31
R UPS 40 3
20... 0.61
3 20 SE-1 M
32
29 20.23 5.82 30
27 20.23 5.82 28
25
M AHU-5 175 3
20... 5.82
3 50 P-1 M
26
23 1.39 1.39 24
21 1.39 1.39 22
19
M BOILER B-3 20 3
1.39 1.39
3 20 BOILER B-4 M
20
17 1.39 1.39 18
15 1.39 1.39 16
13
M BOILER B-1 20 3
1.39 1.39
3 20 BOILER B-2 M
14
11 0 0.26 12
9 0 0.42 10
7
-- SPARE -- 20 3
0 0.51
3 90 PANEL S2L1 VIA T4 XFMR R; M
8
5 0 3.05 6
3 0 3.05 4
1
- PANEL S441 100 3
0 3.05
3 25 P-7 M
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:ATS-O1 MCB RATING:–ISOLATED GROUND:No
VOLTAGE:480Y/277 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:Yes
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:SD4L1 BUS AMPS:400 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):12
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):9
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):9
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):3.42
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):3.42
R 3.42 3.42 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:6 5 18
PHASE LOAD:0.72 0.54 2.16
41 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 42
39 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 40
37 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 38
35 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 36
33 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 34
31 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 32
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 24
21 -- SPARE -- 20 1 0 0 -- -- -- SPACE -- 22
19 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 20
17 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16
13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14
11 R SECURITY PANEL 20 1 1.8 0 1 20 -- SPARE -- 12
9 R GROUND FL. FIRE ALARM 20 1 0.18 0 1 20 -- SPARE -- 10
7 R GROUND FL. FA PRE-ACT 20 1 0.18 0.18 1 20 1ST FL. FIRE ALARM PRE-ACT R 8
5 R LL FIRE ALARM - AC 20 1 0.18 0.18 1 20 GROUND FL. FA PRE-ACT R 6
3 R LL FIRE ALARM 20 1 0.18 0.18 1 20 GROUND FL. ACF R 4
1 R LL FIRE ALARM 20 1 0.18 0.18 1 20 1ST FL. FIRE ALARM R 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:E4L1 VIA T3 XFMR MCB RATING:100A ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:Yes
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:E2L1 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):4
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):3
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):3
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):1.18
R 0.54 0.54 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):1.18
M 0.7 0.7 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:4 4 2
PHASE LOAD:0.51 0.42 0.26
41 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 42
39 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 40
37 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 38
35 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 36
33 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 34
31 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 32
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 24
21 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 22
19 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 20
17 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 18
15 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 16
13 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 14
11 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 12
9 R GROUND FLOOR BMS PANEL 20 1 0.18 0 1 20 -- SPARE -- 10
7 R LL BMS PANEL 20 1 0.18 0.09 8
5 0.18 0.09 2 20 FCU-2 (X2) IT 001A M
6
3 0.17 0.09 4
1
R; M PANEL S221 100 3
0.17 0.09 2 20 FCU-2 (X2) IT 012C M
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:SD4L1 VIA T4 XFMR MCB RATING:150A ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:S2L1 BUS AMPS:150 PANELBOARD OPTIONS & ACCESSORIES
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013 4/5/2018 10:55:06 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E736
PANELBOARD SCHEDULES
SHEET 6
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
ELECTRICAL SHEET NOTES - PANELBOARDS
1 PANELBOARD SCHEDULES ARE BEING ISSUED WITH CONSTRUCTION DOCUMENTS FOR USE
BY THE CONTRACTOR DURING CONSTRUCTION. AFTER ISSUANCE OF CONSTRUCTION
DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING UPDATED
PANEL SCHEDULES THAT REFLECT INSTALLED CONDITIONS, IN ACCORDANCE WITH THE
SPECIFICATION. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ISSUING SCHEDULES
DURING THE CONSTRUCTION ADMINISTRATION PROCESS UNLESS DEEMED NECESSARY BY
THE ENGINEER.
DP4L1
DP2L2
P2L1
T221
T231
UPSDP
T2G1
T2G2
T211
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):0
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):0
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):0
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):0
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):0
R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:0 0 0
PHASE LOAD:0 0 0
41 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 42
39 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 40
37 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 38
35 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 36
33 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 34
31 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 32
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 24
21 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 22
19 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 20
17 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 18
15 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 16
13 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 14
11 0 0 12
9 0 0 10
7
--ALUMNAE PANEL LP-GC2
(FUTURE)-- 400 3
0 0
3 250 --
ALUMNAE ELEVATORS
(FUTURE)--
8
5 0 0 6
3 0 0 4
1
--ALUMNAE PANEL LP-GC1
(FUTURE)-- 225 3
0 0
3 175 --
ALUMNAE PANEL PP-GC2
(FUTURE)--
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:USS1A VIA T8 XFMR MCB RATING:800A ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:DP2L2 BUS AMPS:800 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):77
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):61
L 0.9 0.9 K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):83
K 27.55 17.91 M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):51.12
R 26.27 18.14 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):68.72
M 15.85 15.85 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:93 84 74
PHASE LOAD:25.32 22.81 20.6
41 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 42
39 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 40
37 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 38
35 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 36
33 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 34
31 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 32
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 24
21 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 22
19 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 20
17 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 18
15 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 16
13 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 14
11 -- SPACE -- -- -- 0 0 12
9 -- SPACE -- -- -- 0 0 10
7 -- SPACE -- -- -- 0 0
3 100 -- SPARE --
8
5 17.6 3.02 6
3 19.55 3.29 4
1 R; K;
L; M P241 VIA T5 XFMR 150 3
21... 3.73
3 90 P2L1 VIA T4 XFMR R; M
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:USS1A MCB RATING:400A ISOLATED GROUND:No
VOLTAGE:480Y/277 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:DP4L1 BUS AMPS:400 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):35
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):28
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):28
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):10.01
R 5.72 5.72 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):10.01
M 4.83 4.83 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:31 28 25
PHASE LOAD:3.73 3.29 3.02
41 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 42
39 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 40
37 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 38
35 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 36
33 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 34
31 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 32
29 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 30
27 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 28
25 -- SPARE -- 20 1 0 0 1 20 -- SPARE -- 26
23 R FIRE SMOKE DAMPER 20 1 0.54 0 24
21 R FIRE SMOKE DAMPER 20 1 0.25 0 22
19 R FIRE SMOKE DAMPER 20 1 0.25 0
3 20
BLDG. PRE-ACTION
COMPRESSRO M
20
17 R ELEV. 4 PIT RECEPT 20 1 0.18 0.54 1 20 GENERAL RECEPTACLES R 18
15 R ELEV. 4 MACH. ROOM RECEPT 20 1 0.18 0.72 1 20 GENERAL RECEPTACLES R 16
13 R ELEV. 4 - CONTROL & SIGNAL 20 1 0 1.08 1 20 GENERAL RECEPTACLES R 14
11 R ELEV. 4 - INTERCOM. 20 1 0 0.72 1 20 GENERAL RECEPTACLES R 12
9 R ELEV. 4 - CAB LITES & FAN 20 1 0 0.9 1 20 GENERAL RECEPTACLES R 10
7 1 0.18 1 20 AHU-5 LIGHTING R 8
5 M FCU-4 (X2) 20 2
1 0.18 1 20 AHU-5 CONTROLS R 6
3 1 0.42 4
1 M FCU-4 (X2) 20 2
1 0.42 2 20 FCU-5 M
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:DP4L1 VIA T4 XFMR MCB RATING:150A ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:P2L1 BUS AMPS:150 PANELBOARD OPTIONS & ACCESSORIES
NO. DATE DESCRIPTION
1 03/23/18 PACKAGE 4 - ADDENDUM #1
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):34
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):27
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):27
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):9.76
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):9.76
R 9.76 9.76 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:38 22 22
PHASE LOAD:4.52 2.62 2.62
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 24
21 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 22
19 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 20
17 0 0.18 1 20 4th FLOOR TELECOM RECEP. R 18
15 -- SPARE -- 20 2
0 0.18 1 20 4th FLOOR TELECOM RECEP. R 16
13 R TELECOM RECEP. 20 1 0.18 0.18 1 20 TELECOM RECEP. R 14
11 R TELECOM RECEP. 20 1 0.18 0.18 1 20 TELECOM RECEP. R 12
9 R TELECOM RECEP. 20 1 0.18 0.18 1 20 TELECOM RECEP. R 10
7 1.04 1.04 8
5 R TELECOM RECEP. L6-20R 20 2
1.04 1.04 2 20 TELECOM RECEP. L6-20R R
6
3 1.04 1.04 4
1 R TELECOM RECEP. L6-20R 20 2
1.04 1.04 2 20 TELECOM RECEP. L6-20R R
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:UPSDP MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:T231 BUS AMPS:60 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):33
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):26
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):26
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):9.4
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):9.4
R 9.4 9.4 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:38 20 20
PHASE LOAD:4.52 2.44 2.44
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 24
21 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 22
19 -- SPACE -- -- -- 0 0 1 20 -- SPARE -- 20
17 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 2
0 0 1 20 -- SPARE -- 16
13 R TELECOM RECEP. 20 1 0.18 0.18 1 20 TELECOM RECEP. R 14
11 R TELECOM RECEP. 20 1 0.18 0.18 1 20 TELECOM RECEP. R 12
9 R TELECOM RECEP. 20 1 0.18 0.18 1 20 TELECOM RECEP. R 10
7 1.04 1.04 8
5 R TELECOM RECEP. L6-20R 20 2
1.04 1.04 2 20 TELECOM RECEP. L6-20R R
6
3 1.04 1.04 4
1 R TELECOM RECEP. L6-20R 20 2
1.04 1.04 2 20 TELECOM RECEP. L6-20R R
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:UPSDP MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:T211 BUS AMPS:60 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):17
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):14
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):14
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):4.88
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):4.88
R 4.88 4.88 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:23 20 3
PHASE LOAD:2.44 2.08 0.36
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 24
21 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 22
19 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 20
17 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 18
15 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 16
13 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 14
11 0 0 1 20 -- SPARE -- 12
9 -- SPARE -- 20 2
0 0 1 20 -- SPARE -- 10
7 R TELECOM RECEP. 20 1 0.18 0.18 1 20 TELECOM RECEP. R 8
5 R TELECOM RECEP. 20 1 0.18 0.18 1 20 TELECOM RECEP. R 6
3 1.04 1.04 4
1 R TELECOM RECEP. L6-20R 20 2
1.04 1.04 2 20 TELECOM RECEP. L6-20R R
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:UPSDP MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:T2G2 BUS AMPS:60 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):33
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):26
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):26
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):9.4
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):9.4
R 9.4 9.4 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:38 20 20
PHASE LOAD:4.52 2.44 2.44
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 24
21 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 22
19 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 20
17 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 2
0 0 1 20 -- SPARE -- 16
13 R TELECOM RECEP. 20 1 0.18 0.18 1 20 TELECOM RECEP. R 14
11 R TELECOM RECEP. 20 1 0.18 0.18 1 20 TELECOM RECEP. R 12
9 R TELECOM RECEP. 20 1 0.18 0.18 1 20 TELECOM RECEP. R 10
7 1.04 1.04 8
5 R TELECOM RECEP. L6-20R 20 2
1.04 1.04 2 20 TELECOM RECEP. L6-20R R
6
3 1.04 1.04 4
1 R TELECOM RECEP. L6-20R 20 2
1.04 1.04 2 20 TELECOM RECEP. L6-20R R
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:UPSDP MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:T2G1 BUS AMPS:60 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):92
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):73
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):119
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):26.42
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):42.84
R 42.84 26.42 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:173 102 86
PHASE LOAD:20.52 12.02 10.3
23 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 24
21 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 22
19 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 20
17 2.44 0 18
15 2.44 0 16
13
R PANEL T221 60 3
4.52 0
3 60 -- SPARE --
14
11 0.36 2.62 12
9 2.08 2.62 10
7
R PANEL T2G2 60 3
2.44 4.52
3 60 PANEL T231 R
8
5 2.44 2.44 6
3 2.44 2.44 4
1
R PANEL T211 60 3
4.52 4.52
3 60 PANEL T2G1 R
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:UPS MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:UPSDP BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):33
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):26
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):26
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):9.4
L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):9.4
R 9.4 9.4 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:38 20 20
PHASE LOAD:4.52 2.44 2.44
29 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 30
27 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 28
25 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 26
23 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 24
21 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 22
19 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 20
17 0 0 1 20 -- SPARE -- 18
15 -- SPARE -- 20 2
0 0 1 20 -- SPARE -- 16
13 R TELECOM RECEP. 20 1 0.18 0.18 1 20 TELECOM RECEP. R 14
11 R TELECOM RECEP. 20 1 0.18 0.18 1 20 TELECOM RECEP. R 12
9 R TELECOM RECEP. 20 1 0.18 0.18 1 20 TELECOM RECEP. R 10
7 1.04 1.04 8
5 R TELECOM RECEP. L6-20R 20 2
1.04 1.04 2 20 TELECOM RECEP. L6-20R R
6
3 1.04 1.04 4
1 R TELECOM RECEP. L6-20R 20 2
1.04 1.04 2 20 TELECOM RECEP. L6-20R R
2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:UPSDP MCB RATING:–ISOLATED GROUND:No
VOLTAGE:208Y/120 SSC RATING:Riser MCB:No EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:Yes NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:T221 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
1
SCALE:
SCALE:
SCALE:
SCALE:
VFD
2613-4
B
Pump
PENETRATIONS IN GWB PARTITIONS3NONE
ELECTRICAL DISTRIBUTION CONDUIT ENTRY REQUIREMENTS2
NONE
ELECTRICAL MEDIUM VOLTAGE DISTRIBUTION DUCTBANK REQUIREMENTS1
NONE
SECTION "A-A"
MACHINE ROOM-LESS ELEVATOR DISCONNECT REQUIREMENTS4
NONESCALE:
SUMP AND EJECTOR PIT CONNECTION DETAIL5
NONE
CONDUIT
PIPE SLEEVE OR
SHEET METAL SLEEVE
LOOSELY PACK ENTIRE
PERIMETER OF THE GAP
WITH FIBROUS MATERIAL
CAULK ENTIRE PERIMETER
ON BOTH SIDES WITH A
NON-HARDENING SEALANT
GROUT OR CAULK THE
PERIMETER OF THE
PIPE SLEEVE
1. DETAIL APPLIES TO CONDUIT OR MC PENETRATIONS THROUGH ANY PARTITIONS.
FILE: ED500300
SEE DETAIL #10 FOR
POINT OF ENTRY
SLEEVED IN
POURED
CONCRETE
FOUNDATION
O-Z/GEDNEY TYPE FSK THRUWALL SEAL
PRESSURE CLAMP PRESSURE RING
SEALING GROMMET
HEXAGON
HEAD CAP
SCREW
ELEVATOR
POWER MODULE
REFER FLOOR
PLAN.
ELEVATOR
CONTROLLER
BY DIVISION 14
CONDUIT AND
WIRING IN
SHAFT BY DIV 14.
NOTES:
PROVIDE AT LEAST 3" CONCRETE COVER FOR ALL
CONDUIT WITH AT LEAST 1-1/2" COVER FOR REBAR
(EXCEPT 3" BELOW REBAR AT BOTTOM OF DUCTBANK.)
REFERENCE GUIDELINE FOR CONCRETE STRENGTH
AND REBAR REQUIREMENTS.
PENETRATE THE FOUNDATION WALL AT LEAST 6" FOR
REBAR AND USE HILTI HY-150 OR C100 EPOXY GROUT.
PLACE DUCTBANK FOUNDATION ON UNDISTURBED
EARTH OR AT LEAST 18" OF WELL COMPACTED
GRANULAR FILL. REMOVE ALL TRASH, ORGANIC
MATERIALS, AND UNSUITABLE COMPONENTS.
BOND A #4/0 AWG BARE COPPER GROUNDING CONDUCTOR
TO REBAR IN THE DUCTBANK AND CONNECT TO THE
GROUNDING ELECTRODE SYSTEM.
1
2
5
3
4
KEYED NOTES:
LENGTH OF DUCTBANK
#5 REBAR CONTINUOUS
(4 CORNERS)
(48" ON CENTER)
CONDUIT SPACERS
(48" ON CENTER)
#5 REBAR CROSS-TIES
FDR 2
SPAREFDR 1
SPARE
(2 SPARES)
4-4" RGS CONDUITS
14
AND SPACING (ALL SIDES)
MINIMUM 3" COVER3
5DUCTBANK
EDGE OF
2
CONDUITS
4-4" RGS
10'-0" MAXIMUM
BY NSTAR BY PROJECT
#5 REBAR
24" MINIMUM COVER
FINISHED GRADE
1
2
KEYED NOTES:
PROVIDE WATERTIGHT BLANK SEALING BUSHING
INSERTS FOR SPARE CONDUITS.
PROVIDE O-Z/GEDNEY TYPE FSK THRUWALL SEAL
BETWEEN ALL CONDUITS AND FOUNDATION WALL.
4" RGS CONDUIT 2
FOUNDATION WALL
OUTSIDE
INSIDE
1
ELEVATOR MOTOR BY DIV 14
4-POLE DISCONNECT BY DIV 26.
DISCONNECT SWITCH SHALL BE INSTALLED
IN THE HOISTWAY WITHIN SIGHT OF THE
ELEVATOR DRIVING MACHINE. DISCONNECT
SHALL BE CAPABLE OF BEING LOCKED OUT
AND TAGGED OUT IN THE OPEN POSITION.
WHEN ACTIVATED, IT SHALL CAUSE POWER
TO BE REMOVED FROM THE DRIVING
MACHINE AND BRAKE. IT SHALL ALSO OPEN
A CONTACT IN THE STOP SWITCH CIRCUIT
AND RENDER THE ELEVATOR INOPERATIVE
BY USE OF THE 4TH POLE.
NOTES:
SECTION
BRANCH CIRCUIT WIRING.
PROVIDE DISCONNECT
ADJACENT TO CONTROLLER.
1.
2.
PUMP CONTROLLER, FURNISHED
BY OTHERS, INSTALLED AND
WIRED BY ELECTRICAL.
PUMP POWER AND CONTROL
WIRING, FURNISHED BY OTHERS,
INSTALLED AND WIRED BY
ELECTRICAL. NOTE THAT THE
WIRING IS PROVIDED WITH
LIMITED LENGTH, REFER TO
NOTE #2.
COORDINATE LOCATION OF PUMP CONTROLLER WITH THE PLUMBING CONTRACTOR.
WHERE THE PUMP CONTROLLER IS LOCATED MORE THAN 8 FEET FROM THE PUMP, PROVIDE
JUNCTION BOXES TO TERMINATE THE POWER AND CONTROL WIRING AND EXTEND THE SAME
WITH CONDUIT AND WIRE FROM THE JUNCTION BOXES TO THE PUMP CONTROLLER.
COORDINATE QUANTITY OF CONTROL WIRES WITH THE PLUMBING CONTRACTOR.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
N.T.S.4/5/2018 10:55:14 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E801
ELECTRICAL DETAILS
SHEET 1
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
SCALE:
S
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:SCALE:
SCALE:
NOTES:
1.
THIS EQUIPMENT BEFORE
HAZARD OF ELECTRICAL
TURN OFF POWER SUPPLYING
WORKING INSIDE
SHOCK OR BURN
R
1
1
a
R
J
J
J
EMERGENCY SUPERVISORY BYPASS RELAY WIRING DIAGRAM2
NONE
TYPICAL LIGHTING FIXTURE CONNECTION DETAIL1NONE
AUTOMATIC DOOR DETAIL8
NONE
FURNITURE POWER CONNECTIONS DIAGRAM6
NONE
METHOD OF INSTALLING ELECTRICAL BRANCH CIRCUITS INTO PARTITION WALL5
NONE
MOTOR DISCONNECTING MEANS MOUNTING DETAIL7
NONE
TYPICAL PANEL BOARD WIRING4
NONE
EXPOSED CEILING MOUNTED PENDANT LIGHTING AND SENSORS3
NONE
FLUSH MOUNT RELAY IN A SQUARE 4 11/16" JUNCTION BOX WITH A 2 GANG PLASTER RING. COORDINATE FINAL
LOCATION WITH ARCHITECTURAL ELEVATIONS.
EMERGENCY LOAD
EMERGENCY HOT
EMERGENCY NEUTRAL
CONSTANT HOT
NORMAL NEUTRAL
EMERGENCY
SOURCE
EMERGENCY LIGHT
EMERGENCY
POWER
TEST
TEST SWITCH
POWER
UTILITY
BLTC
( )
SWITCH LINE2.
1.
5.
6.
4.
3.
2
2 2
7
ALL SWITCH CONTROLLED EMERGENCY LIGHTING IN PUBLIC AREAS, EGRESS ROUTES AND ALL "NORMALLY-OFF"
EMERGENCY LIGHTING SHALL BE CONTROLLED BY AN EMERGENCY SUPERVISORY RELAY TO AUTOMATICALLY
ENERGIZE EMERGENCY LIGHTS WHEN NORMAL POWER FAILS.
RELAY SHALL BE UL 924 LISTED AND HAVE MECHANICALLY HELD RELAYS IN COMPLIANCE WITH NEC 700. DEVICE
SHALL BE BLTC SERIES AS MANUFACTURED BY NINE 24, INC.
THE EMERGENCY BYPASS RELAY TIES TO THE NORMAL CIRCUIT AND SWITCH TO MONITOR THE NORMAL
SOURCE AND MIMIC THE SWITCH POSITION. THE RELAY ALLOWS THE ROOM SWITCH TO CONTROL THE
EMERGENCY FIXTURE DURING NORMAL OPERATION AND BYPASS THE SWITCH TO TURN LIGHTS ON DURING
EMERGENCY OPERATION REGARDLESS OF THE SWITCH POSITION.
PHOTOCELL, COMBINATION SWITCH/OCCUPANCY,
SAMPLE PLAN DESIGNATION
6 LIGHTING
4.
2.
3.
1.
NOTES:
BYPASS RELAY
WALL SWITCH
FIXTURE
EMERGENCY
NEUTRAL
NEUTRAL
LIGHTING
2
3
4
5
1
ETC.
HOT
HOT
FIXTURE
NORMAL SOURCE
NORMAL
CONTROL SWITCH OCCUPANCY SENSOR
NORMAL FIXTURE,
FED FROM NORMAL
POWER.
EMERGENCY FIXTURE.
FED FROM
EMERGENCY PANEL.
FLOOR PLAN
DESIGNATION
GROUND FIXTURE WHIP.
CONDUIT WITH FULL INSULATED
MAXIMUM LENGTH 6'-0"
FIXTURES SHALL BE RATED FOR THRU WIRING.
NOTE:
(TYPICAL).
METAL CLAD FLEXIBLE
RECESSED FIXTURE
(TYPICAL).
CONDUIT-EMT
(TYPICAL).
CEILING.
SUSPENDED
STRUCTURAL CEILING.
REFER TO SPECIFICATIONS.
FIXTURE SUPPORT.
JUNCTION BOX (TYPICAL).
PLAN DESIGNATIONS
SINGLE DOOR
KEYED NOTES:
NOTES:
1.
C
60-HZ 20 AMP MULTIWIRE BRANCH CIRCUIT
RATED FOR CONNECTION TO A GROUNDED 120/208-V
3.
4.
2.
BA
CIRCUIT
WHITE #2
GREEN
WHITE #1
RED
BLACK
GREEN/YELLOW
L2
L1
CIRCUIT
"A"
L1 N1
"B"
G1 N1L2
PINK
BLUE
L4
L3
G1
CIRCUIT
"C"
L3G1 N2
CIRCUIT
"D"
L4 G2N2
NOTES:
CONTRACTOR SHALL VERIFY TERMINATIONS OF CIRCUITS, NEUTRALS, GROUNDS CONDUCTORS AT
WORKSTATIONS AT WORKSTATIONS INTERFACE CONNECTOR TO SUIT OWNERS INTENDED USE.
ALL NEUTRAL CONDUCTORS SHALL BE #10 AWG.
COLOR CODING INDICATED ABOVE IS AN EXAMPLE FROM A FURNITURE MANUFACTURER. ACTUAL WIRE
COLORS MAY BE DIFFERENT.
THE FURNITURE PARTITION FEEDS SHALL BE 8 WIRE. THE WIRING IS CONFIGURED TO PROVIDE A 4 WIRE
AND 4 WIRE SYSTEM (2+2). EACH CIRCUIT CONSISTS OF TWO HOT WIRES, A SHARED NEUTRAL AND A
SHARED GROUND CONDUCTOR. (NOTE THAT AN EQUIPMENT GROUNDING CONDUCTOR IS ALSO
REQUIRED.)
GN
JUNCTION BOX AT FURNITURE FEED
5.PROVIDE TWO POLE HANDLE TIES FOR EACH MULTI -WIRE BRANCH CIRCUIT TO COMPLY WITH NEC 210.4.
& 605.6
CONDUITS FOR POWER,
DATA & FIRE ALARM
FIRE ALARM
STUD WALL PARTITION
DATA
POWER
DATA CABLE
EMT POWER
DATA
TYPICAL OUTLET BOX
1.TYPICAL FOR WOOD AND METAL STUD
ROUGH IN.
2.PLASTER RINGS NOT SHOWN.
3.LOCATE ALL OUTLET BOXES IN ACCORDANCE
WITH ARCHITECTURAL AND WITH ALL
APPLICABLE SHOP DRAWINGS.
4.OUTLET BOXES ON OPPOSITE SIDES OF
WALLS OR PARTITIONS IN THE SAME STUD
SPACE MUST BE SEPARATED BY A MINIMUM
OF 6" HORIZONTAL DISTANCE.
NOTES:
BOX AND CONDUIT
SUPPORT
MOTOR START SWITCHES OR JUNCTION BOX. REFER TO FLOOR PLANS.
THE TERM "DISCONNECTING MEANS" FOR THIS DETAIL MAY REFER TO DISCONNECT SWITCHES,
USE OF ANGLED SUPPORT SHOWN IN SIDE ELEVATION IS REQUIRED FOR DISCONNECTING MEANS
NOTES:
RATED 100A AND LARGER.
SIDE ELEVATION
30°
60°
FRONT ELEVATION
PAD BY OTHERS.
HOUSEKEEPING
EQUIPMENT AND
MOTOR TERMINAL BOX.
EXPANSION ANCHORS (TYPICAL).
METAL STRUT FASTENED TO FLOOR,
LENGTH AS REQUIRED. SEE NOTE #1.
ANGLED SUPPORT METAL STRUT,
LENGTH AS REQUIRED.
TWO HOLE OPEN ANGLE BRACKET.
TWO HOLE OPEN ANGLE BRACKET.
METAL STRUT POST BASE, 6" SQUARE
EXPANSION ANCHORS, TYPICAL
MAXIMUM LENGTH 36".
FLEXIBLE LIQUID-TIGHT CONDUIT,
FOR FOUR (4).
REQUIRED. SEE NOTE #1.
SEE FLOOR PLANS (TYPICAL).
WITH FOUR (4) BOLTS IN FLOOR.
METAL STRUT SUPPORT HEIGHT AS
MOTOR DISCONNECTING MEANS.
IS NOT ACCEPTABLE.
ADDITIONAL REQUIREMENTS. EMT
FEEDER. SEE SPECIFICATION FOR
RIGID STEEL CONDUIT FOR MOTOR
WIRE SHALL MAKE 90
DEGREE TURN INTO
CIRCUIT BREAKER.
EACH WIRE SHALL HAVE
TAG SHOWING CIRCUIT
NUMBER.
1.
2.
NEATLY TRAIN AND BUNDLE ALL
FEEDERS AND BRANCH CIRCUIT
CONDUCTORS. IDENTIFY
BRANCH CIRCUITS INSIDE
PANELBOAD AND AT WIRING
DEVICE WITH SELF ADHESIVE
WIRE TAG ATTACHED TO THE
WIRE.
NOTES:
REFER TO SPECIFICATIONS
FOR FURTHER INFORMATION
REGARDING PANELBOARD
AND RACEWAY
REQUIREMENTS.
PROVIDE PLASTIC
BUSHINGS AND
INSULATED THROATS
AT CONDUIT ENTRY
POINTS.
WALL SWITCH.
4-11/16" SQUARE ELEC BOX (TYP)
LIGHTING POWER CONDUIT.
MOTION OR PHOTO
SENSOR MOUNTED TO
4" OCTAGONAL BOX.
CONDUIT AND WIRE.
4" SQUARE BOX WITH
BALL TYPE SWIVEL
HANGER COVER,
APPLETON #8458R OR
EQUAL.
1/2" EMT WITH CAT 5
CABLE
SUSPENDED LIGHT FIXTURE.
SEE NOTE #1
FOR LIGHTING IN MECHANICAL ROOMS AND BACK OF HOUSE AREAS PROVIDE LIGHTING GENERALLY AS
SHOWN ON PLANS. LIGHTING SHALL BE SHIFTED AS REQUIRED AT MECHANICAL EQUIPMENT THAT
REQUIRES SPACE FOR FILTERS, ETC. MOUNT LIGHTING AT 9'-0" MAXIMUM UNLESS DUCTWORK AND
PIPING CAN'T BE AVOIDED WHERE A FIXTURE IS NEEDED. IN THIS INSTANCE, RAISE OR LOWER THE
FIXTURE AS REQUIRED. (NOT LESS THAN 7'-6"). LIGHTING IN THE MECHANICAL ROOM SHALL BE
SUSPENDED BY CHAIN. ALLOW (3') OF SLACK CHAIN AND BRANCH CIRCUIT AT EACH FIXTURE TO
PERMIT FUTURE ADJUSTMENT. DO NOT SUPPORT LIGHT FIXTURES FROM DUCT OR PIPING. PROVIDE
UNISTRUT BELOW DUCTS WHERE FIXTURE LOCATIONS COINCIDE WITH DUCT RUNS. PROVIDE
THREADED RODS FROM STRUCTURAL MEMBERS TO SUPPORT UNISTRUT.
ANCHOR AS REQUIRED
FLEXABLE CONNECTIONJACK CHAINS
NYLON TYE-WRAP
SUPPORT POINT.
(LENGTH AS REQUIRED)
##
aa
a a
WITH 2 #22AWG
1/2" CONDUIT
1
2 STUB CONDUITS INTO DOOR OPERATOR.
AUTOMATIC DOOR FLUSH WALL PLATE DEVICE FURNISHED AND INSTALLED BY OTHERS, WIRE BY
ELECTRICAL CONTRACTOR. PROVIDE 4-11/16" SQUARE BY 2-1/8" DEEP FLUSH MOUNTED BOX WITH SINGLE
GANG PLASTER RING.
COORDINATE INTERFACE OF AUTOMATIC DOOR OPERATORS WITH THE SECURITY CONTRACTOR.1.
2
OUTSIDE INSIDE
1/2" CONDUIT WITH 2 #22AWG
120V CIRCUIT. REFER TO PLANS
REFER TO ARCHITECTURAL DRAWINGS FOR FLUSH WALL PLATE LOCATIONS.2.
O23AP-*
DO
DO
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
N.T.S.4/5/2018 10:55:22 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E802
ELECTRICAL DETAILS
SHEET 2
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
SCALE:
SCALE:
S
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
J
S
S
ELECTRIC PROJECTION SCREEN WIRING DIAGRAM7
NONE
FLOOR BOX TYPE S1 DEVICE LAYOUT5
NONE
LOCAL CONTROLLER
NOTES:
DUAL SHADES WITH AV SYSTEM INTERFACE
SHADE WIRING DIAGRAMS8
NONESCALE:
FLOOR BOX TYPE F1 DEVICE LAYOUT1
NONE
FLOOR BOX TYPE F2 DEVICE LAYOUT2NONE
FLOOR BOX TYPE F3 DEVICE LAYOUT3
NONE
FLOOR BOX TYPE F4 DEVICE LAYOUT4
NONE
POKE-THRU INSTALLATION DETAIL6
NONE
PROVIDE ALL WIRING, CONDUIT AND CONNECTIONS FOR A COMPLETE AND OPERATIONAL SYSTEM.
NOTES:
1.
PS
PS
4.
1.
3.
2.
REFER TO THE DIVISION 12 SPECIFICATIONS FOR ADDITIONAL
INFORMATION. THE DESIGN IS BASED ON MECHOSHADE TO
ESTABLISH THE DESIGN AND QUALITY FOR MATERIALS AND
PERFORMANCE. THE NAMING OF SPECIFIC MANUFACTURER
OR CATALOG NUMBER DOES NOT WAIVE ANY REQUIREMENTS
OR PERFORMANCE OF THE DESIGN INTENT AND THE DIVISION
12 SPECIFICATION.
REFER TO FLOOR PLANS FOR SHADE AND SWITCH LOCATIONS.
SHADES ARE OPERATED AT LINE VOLTAGE AND ARE
FURNISHED WITH A 1' LONG, 4 CONDUCTOR SHADE MOTOR
LEAD WITH DISCONNECT PLUG. A STANDARD WHIP WITH
DISCONNECT RECEPTACLE, APPROXIMATELY 5' LONG, IS
ALSO FURNISHED WITH EACH SHADE AND IS COMPATIBLE
WITH THE PLUG ON THE MOTOR LEAD. PROVIDE FINAL
CONNECTION OF WHIP AT POWER CONNECTION POINT. CUT
BACK THE 5' LONG WHIP FOR MINIMAL EXPOSED CONDUCTOR.
PROVIDE ALL NECESSARY WIRING AND RACEWAY FOR
PROPER OPERATION OF THE EQUIPMENT.
BY OTHERS.
PROJECTION SCREEN,
120V BRANCH CIRCUIT FROM
LOCAL THERMAL OVERLOAD
SWITCH
BY OTHERS.
CONTROL MODULE,
SCREEN LOW VOLTAGE
SCREEN
DRAWING DESIGNATION
)(
LOW VOLTAGE
CONTROLLER,
FURNISHED BY
OTHERS, INSTALLED
AND WIRED BY
ELECTRICAL.
DRAWING DESIGNATION
CAT5/6E PLENUM RATED CABLE FOR LOW
VOLTAGE RS-485 OR DRY CONTACT
CONNECTIONS. CABLE SHALL BE 24AWG
4UTP (8 CONDUCTOR STRANDED
UNSHIELDED TWISTED PAIR).
TERMINATIONS SHALL RJ-45 MODULAR
PLUGS CRIMPED ON BOTH ENDS. CABLE IS
PROVIDED BY DIVISION 26 AND INSTALLED IN
RACEWAY IN HARD CEILING LOCATIONS.
3#12 AWG (BLACK WHITE GREEN) BY
DIVISION 26, TYPICAL.
J-BOX LEAD +5'0" FURNISHED BY DIVISION
12, INSTALLED AND WIRED BY DIV 26.
DISCONNECT PLUG BY DIVISION 12, TYPICAL.
MOTOR AND LEAD BY DIVISION 12. MOTOR
LEAD +1'0" LONG PRE-WIRED TO MOTOR,
TYPICAL.
POWER SOURCE
120V-20A. REFER
TO FLOOR PLANS
SHADE SWITCH BY DIVISION 12, TYPICAL.
DESIGNATED AS ( ) ON PLANS.SS
TO AV
SYSTEM
CONTACT
INTERFACE.
REFER TO AV
DRAWINGS
POWER SOURCE
120V-20A. REFER
TO FLOOR PLANS
AV SYSTEM. REFER TO AUDIO VISUAL
DRAWINGS FOR LOCATION OF RACK.
SHADE MOTOR CONNECTION, JUNCTION BOX
BY DIVISION 26, TYPICAL.
DESIGNATED AS ( ) ON PLANS.
SHADE MOTOR CONNECTION, JUNCTION BOX
BY DIVISION 26, TYPICAL.
DESIGNATED AS ( ) ON PLANS.
DA
S
TEL/DATA
POWER
POWER
AV AV
COVER
NOTES:
1.REFER TO LEGEND SHEET FOR ADDITIONAL INFORMATION.
PLAN VIEW
AV
AV
AV
ISOMETRIC VIEW SECTION VIEW
FIRE RATED FLOOR BOX.
TEL/DATA
POWER
POWER
AV AV
COVER
NOTES:
1.REFER TO LEGEND SHEET FOR ADDITIONAL INFORMATION.
PLAN VIEW
AV
AV
AV
ISOMETRIC VIEW SECTION VIEW
FIRE RATED FLOOR BOX.
SPACESPACE
ISOMETRIC VIEW
COVER
NOTES:
1.REFER TO LEGEND SHEET FOR ADDITIONAL INFORMATION.
RECEPTACLES
3/4" CONDUIT
8ATCP*
8CTCP*
ISOMETRIC VIEW
COVER
NOTES:
1.REFER TO LEGEND SHEET FOR ADDITIONAL INFORMATION.
3/4" CONDUIT
#6ATCFFNK
NOTES:
1.REFER TO LEGEND SHEET FOR ADDITIONAL INFORMATION.
ELECTRICAL BOX
FIN.FLOOR
(2) LAYERS 1/2" PLYWOOD
1/4" KINETICS SOUNDMAT
9-1/2" X 6-7/16" +/- BRUSHED
ALLUMINUM FRAME
EXIST. SUB-FLOOR
DATA
DATA
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
N.T.S.4/5/2018 10:55:30 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E803
ELECTRICAL DETAILS
SHEET 3
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
TYPICAL LEAD-IN CABLE SECTION
TYPICAL SECTION
NOTES
NOTES
SNOW MELT INSTALLATION DETAIL2
NONESCALE:
SNOW MELT TRACE PANEL DETAIL1
NONESCALE:
MASONRY
REINFORCING
(2 1/4")(1 1/2")(2 1/2")(2")
INSULATION
CONCRETE BASE POUR DESIGNED
TO WITHSTAND ALL ANTICIPATED
STRESSES WITHOUT CRACKING.
REINFORCING STEEL MAY BE
REQUIRED.
LEAD-IN CABLES PROTECTED WITH METAL GUARD
AND SPACED 6" FROM ADJACENT ONES WHERE
THEY EMERGE FROM SLAB. COLD LEADS
PROTECTED WITH 1-1/2 IN MINIMUM
FLEXIBLE NONMETALLIC CONDUIT WHERE THEY
EMERGE FROM SLAB.
TERMINATE LEAD-IN CABLE IN BOX.
STRUCTURALLY
SOUND WELL
DRAINED BASE.
PAVING BLOCK
CONCRETE
THE SURFACE PAVERS WILL BE 2-1/4" THICK GRANITE ON A 4"
REINFORCED CONCRETE SLAB. THE TUBING WILL BE INSIDE THE
CONCRETE SLAB. THERE IS A 2" INSULATION BELOW THE CONCRETE
SLAB WITH A REFLECTOR SHIELD.
HEATING CABLE
LEVEL
POWER CONNECTION PER
CIRCUIT
1 1/2" FLEXIBLE
NON-METALIC
CONDUIT PER CIRCUIT
PROTECT ALL ELECTRICAL POWER
CONNECTIONS FROM MOISTURE BY
ENCAPSULATING THE CONNECTIONS WITH GEL
FILLED SPLICE KITS SUCH AS TYCO
ELECTRONICS GEL TAP POWER GEL-FILLED
CABLE SPLICE KITS OR EQUIVALENT. GROUND
ALL HEATING CABLE COLD LEADS.
HANDHOLE 17"x30" WITH GASKETED
BOX AND OPEN BASE. QUAZITE
#PC1730BA12 BOX WITH STANDARD
COVER "ELECTRIC" LOGO IN COVER.
GREEN COLOR.
EXCESS COLD LEAD WIRES COILED
INTO LOOP INSIDE HANDHOLE PER
MANUFACTURERS
RECOMMENDATIONS
2.
3.
1.DRAWING IS DIAGRAMMATIC. REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS PRIOR TO
AND DURING INSTALLATION.
CARE MUST BE TAKEN NOT TO DAMAGE CABLE WITH RAKES, SHOVELS, WHEELBARROWS, ETC.
MAKE SURE PAVEMENT SNOW SENSOR IS RUN IN BETWEEN HEATING CABLE.
1.THE BASIS OF DESIGN IS THE PENTAIR
(RAYCHEM) SMPG SNOW MELTING POWER
DISTRIBUTION AND CONTROL PANEL.
DRAWING IS DIAGRAMMATIC. REFER TO
MANUFACTURERS INSTALLATION
INSTRUCTIONS PRIOR TO AND DURING
INSTALLATION. THE NAMING OF A SPECIFIC
CATALOG NUMBER DOES NOT WAIVE ANY
REQUIREMENTS OR PERFORMANCE OF
INDIVIDUAL COMPONENTS DESCRIBED IN
THE SPECIFICATION OF REQUIRED FOR THE
FUNCTION OF THE SYSTEM.
2.DASHED LINED INDICATE FIELD WIRING.
3.SENSORS AND THERMISTOR CAN BE
LOCATED A MAXIMUM OF 1000FT FROM THE
CONTROL PANEL. THERMISTOR SHALL BE
INSTALLED FOR PROPER OPERATION OF
ERU-5A. THERMISTOR IS ETI CATALOG
NUMBER 19272.
4.THE RCU-3 SENSOR CAN BE LOCATED A
MAXIMUM OF 500 FEET FROM THE CONTROL
PANEL.
5.PUSH BUTTON PB-1 SHALL TURN THE
HEATERS ON FOR A PRE-DETERMINED
AMOUNT OF TIME SET AT THE CONTROLLER.
6.THE 40 TO 90 DEGREE F ADJUSTABLE
TEMPERATURE LIMIT PROTECTS HEATERS,
ASPHALT, PAVEMENT AND OTHER
SENSITIVE MATERIALS FROM DAMAGE DUE
TO EXCESSIVE TEMPERATURRE WHILE
ALLOWING HEATER TESTING DURING THE
SUMMER MONTHS. AT TEMPERATURES
ABOVE THE LIMIT SETTING, TOGGLING
HEATERS OPERATE FOR 30 SECONDS.
THEREAFTER , THE HEATER CANNOT BE
TOGGLED FOR TWO MINUTES.
7.THE CURRENT TRANSFORMERS AT THE
BREAKERS ARE USED FOR GROUND FAULT
PROTECTION. GROUND FAULT SENSORS
(GFS) CONTACT CLOSES WHEN
DIFFERENTIAL CURRENT EXCEEDS 30
MILLIAMPERES.
8.FOR FIELD WIRING OF SENSORS UP TO (8)
CIT-1 & GIT-1 SENSORS IN ANY
COMBINATION OR UP TO (4) SIT-6E
SENSORS WITH UP TO (4) CIT-1 & GIT-1
SENSORS IN ANY COMBINATION CAN BE
USED.
SNOW
MELT
RELAY
SNOW MELT
ZONE #3
SNOW MELT
ZONE #2
SNOW MELT
ZONE #1
30A
30A
30A
N
SEE NOTE #7
MAIN CIRCUIT BREAKER
60A-3P
SEE NOTE #5
FIELD JUNCTION BOX AS
REQUIRED. SEE NOTE #8.
PAVEMENT MOUNTED
SENSOR (SIT-6E)
AERIAL SNOW SENSOR
(CIT-1)
COMMON ALARM CONTACTS
TO BMS SYSTEM
INCOMING FEEDER
480 VOLT, 3 PHASE
4 WIRE
RCU-3
REMOTE CONTROL. SEE
NOTE 4
AMBIENT TEMPERATURE
SENSOR. SEE NOTE 3
CPT
SNOW MELT
ZONE #6
SNOW MELT
ZONE #5
SNOW MELT
ZONE #4
DN
J
J J J J
J
J
J J
J
J
J
9 8 7 6 3
D.9
F.3
4
E.5
5
D.4
C
D.1
B
G.6
PATHWAY
SNOW MELT
SNOW SENSOR
GUTTER TRACE
SM4G1
1
3
4
5 6 8
7
9
10 12
SM4G1-7
SM4G1-9
SM4G1-10 SM4G1-12
SM4G1-8
SM4G1-6SM4G1-5SM4G1-3
SM4G1-4
SM4G1-1
FOR CONNECTION TO
INTEGRAL CONTROL PANEL
11
APPROXIMATELY 100SF OF SNOW MELT
AREA 3 WITH LOOP PASSES SPACED
4" O.C. WITHIN SAND WITH PAVERS ABOVE
2
SM4G1-2
APPROXIMATELY 100SF OF SNOW MELT
AREA 3 WITH LOOP PASSES SPACED
4" O.C. WITHIN DECOMPOSED GRANITE
REFER TO THE LANDSCAPE
DRAWINGS FOR THE EXACT EXTENT
OF THE PATHWAY THAT SHALL
CONTAIN SNOW MELTING CABLE.
JUNCTION BOXES ARE SHOWN FOR
DIAGRAMMATIC PURPOSES ONLY.
PROVIDE LONG COLD LEADS AND
LOCATE JUNCTION BOXES IN
MECHANICAL ROOM 014.
SM4G1-11
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
As indicated
4/5/2018 10:55:41 AMC:\Users\dboland\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_dboland@vanderweil.com.rvt4786.000
E804
ELECTRICAL SNOW MELT
DETAILS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
1/4" = 1'-0"1 COURTYARD SNOW MELT SYSTEM PART PLAN
Notes:
HT = HANDLE TIE
N = NONCONTINUOUS LH = LOCKING HASP DEMAND LOAD x 125% (AMPS):50
C = CONTINUOUS ST = SHUNT TRIP DEMAND LOAD (AMPS):40
K = KITCHEN A = ARC FAULT CONNECTED LOAD (AMPS):40
M = MECH/EQUIP G = GROUND FAULT 5 Ma...DEMAND LOAD (kVA):33.5
R 0.5 0.5 L = LIGHTING G3 = GROUND FAULT 30 Ma (EQUIP)CONNECTED LOAD (kVA):33.5
M 33 33 R = RECEPTACLE BLANK = STANDARD
LOAD TYPE CONNECTED (kVA)DEMAND (kVA)LOAD TYPE KEY BREAKER TYPE KEY PANEL TOTALS
PHASE AMPS:45 45 34
PHASE LOAD:12 12 9.5
23 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 24
21 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 22
19 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 20
17 -- SPACE -- -- -- 0 0 -- -- -- SPACE -- 18
15 -- SPACE -- -- -- 0 0 1 30 -- SPARE -- 16
13 -- SPACE -- -- -- 0 0 1 30 -- SPARE -- 14
11 R INTEGRAL CONTROL PANEL 20 1 0.5 3 1 30 PATHWAY SNOW MELT M 12
9 M PATHWAY SNOW MELT 30 1 3 3 1 30 PATHWAY SNOW MELT M 10
7 M PATHWAY SNOW MELT 30 1 3 3 1 30 GUTTER TRACE M 8
5 M GUTTER TRACE 30 1 3 3 1 30 GUTTER TRACE M 6
3 M GUTTER TRACE 30 1 3 3 1 30 GUTTER TRACE M 4
1 M GUTTER TRACE 30 1 3 3 1 30 GUTTER TRACE M 2
CKT TYPE DESCRIPTION
BKR
TYPE TRIP POLE A B C POLE TRIP
BKR
TYPE DESCRIPTION TYPE CKT
SHUNT TRIP:No
FED FROM:M4G2 MCB RATING:100A ISOLATED GROUND:No
VOLTAGE:480Y/277 MCB:Yes EQUIPMENT GROUND:Yes SURGE SUPPRESSION:No
MOUNTING:Surface MLO:No NEUTRAL BUS RATING:100%FEED-THRU LUGS:No
NEUTRAL BUS:Yes SUB-FEED LUGS:NoPANEL NAME:SM4G1 BUS AMPS:100 PANELBOARD OPTIONS & ACCESSORIES
NO. DATE DESCRIPTION
F
FX
A
AMP
DACR
DARR
DART
FAA
FACU
FATC
FFSCP
GAP
PRN
RAI
RPS
RTP
RTS
JB
IS
KB
MD
MICR
Fc
FXc
FSRU
FSRUc
DACT
AS
BT
BTR
BR
BRF
AS
AS
UV
IR
UVIR
BDA
BDAA
OA
t
t
t
FFPC
FFP
FFJ
MB
Ec
#
DCCR
DCCT
IPCR
IPCT
CO
H2
CO
CO
CM
RM
MM CO
cd
cd
C
t
cd
cd
C
ASSD
ASDP
LHD
ACE
FTP
w
C
w
cd
w
cd
w
C
z
dwg
x
dwg
y
dwg
ABBREVIATIONS - BI-DIRECTIONAL AMPLIFIER INTERFACES
BDAM ANTENNA MALFUNCTION (MM)
BDSB SIGNAL BOOSTER FAILURE (MM)
BDLB LOW BATTERY (MM)
BDAC LOSS OF AC POWER
ABBREVIATIONS - CONVENTIONAL INITIATING DEVICES
FC CONVENTIONAL FIRE ALARM MANUAL PULL STATION (MM)
HDA CONVENTIONAL HEAT DETECTOR ALARM (MM)
(MM)
BDBF BATTERY CHARGER FAILURE (MM)
ABBREVIATIONS - SPECIAL TECHNOLOGY DETECTION
ASD1 - AIR SAMPLING SMOKE DETECTION FIRE 1
ASD2 - AIR SAMPLING SMOKE DETECTION FIRE 2
ASDP - AIR SAMPLING SMOKE DETECTION PRE-ALARM (ALERT/ACTION)
ASDT - AIR SAMPLING SMOKE DETECTOR / POWER SUPPLY TROUBLE
ABBREVIATIONS
A AMPERES
ACT ACOUSTICAL CEILING TILE
AFF ABOVE FINISH FLOOR
AFG ABOVE FINISH GRADE
AHJ AUTHORITY HAVING JURISDICTION
ARCH ARCHITECT
AWG AMERICAN WIRE GAUGE
BLDG BUILDING
CL CENTER LINE
CMU CONCRETE MASONRY UNIT
CO CARBON MONOXIDE
CONT CONTINUATION
DWG DRAWING
ELEC ELECTRICAL
ELEV ELEVATION
EX EXISTING
FT FEET
GALV GALVANIZED
GND GROUND
GWB GYPSUM WALL BOARD
HAZMAT HAZARDOUS MATERIAL
MAX MAXIMUM
MIN MINIMUM
MECH MECHANICAL
MISC MISCELLANEOUS
M METERS
MM MILLIMETERS
NA NOT APPLICABLE
NC NORMALLY CLOSED
NIC NOT IN CONTRACT
NO NORMALLY OPEN
NRTL NATIONALLY RECOGNIZED TESTING LABORATORY
NTS NOT TO SCALE
PES PUBLIC EMERGENCY SERVICE
QTY QUANTITY
SQFT SQUARE FEET
SQM SQUARE METERS
TEMP TEMPERATURE
TYP TYPICAL
V VOLTS
W/ WITH
WP WEATHER PROOF
XP EXPLOSION PROOF
ABBREVIATIONS - SYSTEMS, EQUIPMENT, AND MATERIALS
ACU AUTONOMOUS CONTROL UNIT
AMP AMPLIFIER
ASSD AIR-SAMPLING SMOKE DETECTOR
AUX AUXILIARY 24V POWER CIRCUIT
AVC ANALOG VOICE CIRCUIT
BDA BI-DIRECTIONAL AMPLIFIER
BDAA BI-DIRECTIONAL AMPLIFIER ALARM PANEL
CAX COAXIAL CABLE
COM NETWORK COMMUNICATION CIRCUIT
DVC DIGITAL VOICE CIRCUIT
ECS EMERGENCY COMMUNICATION SYSTEM
EMT ELECTRICAL METALLIC TUBING
EOL END OF LINE RESISTOR
FACU FIRE ALARM CONTROL UNIT
FAS FIRE ALARM SYSTEM
FATC FIRE ALARM TERMINAL CABINET
FMC FLEXIBLE METALLIC CONDUIT
FMCL LIQUID TIGHT FLEXIBLE METALLIC CONDUIT
FO FIBER OPTIC CABLE
FPL POWER LIMITED FIRE ALARM CABLE
FPLP POWER LIMITED FIRE ALARM CABLE - PLENUM
FPLR POWER LIMITED FIRE ALARM CABLE - RISER
FSRU FIRE SUPPRESSION RELEASING UNIT
FT FIXED TEMPERATURE
GAP GRAPHIC ANNUNCIATOR PANEL
HLI HIGH LEVEL INTERFACE
IDC INITIATING DEVICE CIRCUIT
IM INTERFACE MODULE
JB JUNCTION BOX
MC METAL CLAD CABLE
MD MAGNETIC DOOR HOLD-OPEN
MFVN MANAGED FACILITIES-BASED VOICE NETWORK
NAC NOTIFICATION APPLIANCE CIRCUIT
PRN PRINTER
PSTN PUBLIC-SWITCHED TELEPHONE NETWORK
RAI REMOTE ALARM INDICATOR
RCES RADIO COMMUNICATION ENHANCEMENT SYSTEM
ROR RATE OF RISE
RMC RIGID METALLIC CONDUIT
RPS REMOTE POWER SUPPLY
SLC SIGNALING LINE CIRCUIT
SPK SPEAKER CIRCUIT
STR STROBE CIRCUIT
TB TERMINAL BLOCK
ABBREVIATIONS - FAS INTERFACE MODULE / FIRE SUPPRESSION
FSA FSRU COMMON ALARM OUTPUT (MM)
FSAD FSRU CLEAN AGENT DISCHARGE OUTPUT (MM)
FSS FSRU COMMON SUPERVISORY OUTPUT (MM)
FST FSRU COMMON TROUBLE OUTPUT (MM)
FSWF FSRU WATER FLOW OUTPUT (MM)
LPS LOW AIR OR WATER SPRINKLER / STANDPIPE SYSTEM
PRESSURE (MM)
RCA ENERGIZE CLEAN AGENT RELEASING ACTUATOR (RM)
RPA ENERGIZE PREACTION SPRINKLER RELEASING SOLENOID (CM)
TS SPRINKLER / STANDPIPE VALVE TAMPER SWITCH IN
OFF-NORMAL POSITION (MM)
TSC CLEAN AGENT ACTUATOR CONTROL HEAD TAMPER SWITCH IN
OFF-NORMAL POSITION (MM)
WF SPRINKLER / STANDPIPE SYSTEM WATER FLOW (MM)
ABBREVIATIONS - FAS / ELECTRIC FIRE PUMP INTERFACES
FPCS FIRE PUMP CONNECTED TO STANDBY POWER (MM)
FPPL FIRE PUMP POWER PHASE LOSS (MM)
FPPV FIRE PUMP POWER PHASE REVERSAL (MM)
FPRN FIRE PUMP RUNNING (MM)
FPVB FIRE PUMP VFD BYPASS ENGAGED (MM)
FPVF FIRE PUMP VFD FAILURE (MM)
FPVO FIRE PUMP VFD OVERPRESSURE (MM)
ABBREVIATIONS - FAS / DIESEL FIRE PUMP INTERFACES
FPET FIRE PUMP ENGINE TROUBLE (MM)
FPLF FIRE PUMP LOW FUEL (MM)
FPMS FIRE PUMP MAIN SWITCH IN OFF OR MANUAL POSITION (MM)
FPRN FIRE PUMP RUNNING (MM)
ABBREVIATIONS - FAS / ELEVATOR INTERFACES
ELAI ACTIVATE "FLASHING HAT" ALARM INDICATOR (RM)
ELHV OPEN ELEVATOR HOISTWAY VENT (RM)
ELRA RECALL CAB(S) TO ALTERNATE RECALL LEVEL (RM)
ELRP RECALL CAB(S) TO PRIMARY RECALL LEVEL (RM)
ELSP SHUNT ELEVATOR POWER (RM)
ABBREVIATIONS - FAS / HVAC & SMOKE CONTROL INTERFACES
@-AFL SMOKE CONTROL FAN ID "@" AIRFLOW VERIFICATION (MM)
@-DSC SMOKE CONTROL FAN ID "@" LOCAL POWER DISCONNECT
OPEN (MM)
@-CL DAMPER / COMPONENT ID "@" IN CLOSED POSITION (MM)
@-OP DAMPER / COMPONENT ID "@" IN OPEN POSITION (MM)
CL-@ CLOSE DAMPER / COMPONENT ID "@" (RM)
OP-@ OPEN DAMPER / COMPONENT ID "@" (RM)
STA-@ START HVAC / SMOKE CONTROL FAN ID "@" (RM)
STP-@ STOP HVAC / SMOKE CONTROL FAN ID "@" (RM)
XDCT CONVENTIONAL DUCT SMOKE DETECTOR ALARM (MM)
ABBREVIATIONS - FAS / OTHER SYSTEM INTERFACES
@-PW EQUIPMENT ID "@" POWER OFF NORMAL (MM)
BMSA FAS COMMON ALARM TO BMS (RM)
BMSS FAS COMMON SUPERVISORY TO BMS (RM)
BMST FAS COMMON TROUBLE TO BMS (RM)
DR RELEASE DOOR(S) (RM)
ETLO OVERRIDE ENTERTAINMENT LIGHTING CONTROLS - SET TO
FULL "NON EVENT" LIGHTING LEVELS (RM)
ETSO OVERRIDE ENTERTAINMENT SOUND CONTROLS - MUTE
SOUND (RM)
FOP SHUT DOWN FUEL OIL PUMP(S) (RM)
GAS ENERGIZE NATURAL GAS SUPPLY SHUTOFF SOLENOID (RM)
GENR EMERGENCY / STANDBY GENERATOR RUNNING ( MM)
PASO OVERRIDE PUBLIC ADDRESS SYSTEM - MUTE SOUND (RM)
SECA FAS COMMON ALARM SIGNAL TO SECURITY SYSTEM (RM)
SECS FAS COMMON SUPERVISORY SIGNAL TO SECURITY SYSTEM
(RM)
SECT FAS COMMON TROUBLE SIGNAL TO SECURITY SYSTEM (RM)
FIRE ALARM MANUAL PULL STATION
MANUAL PULL STATION - FIRE SUPPRESSION SYSTEM RELEASE
MANUAL PUSH BUTTON - FIRE SUPPRESSION SYSTEM ABORT
SYMBOLS - EQUIPMENT & COMPONENTS
AMPLIFIER
DIGITAL ALARM COMMUNICATOR RECEIVER
DIGITAL ALARM RADIO RECEIVER
DIGITAL ALARM RADIO TRANSMITTER
FIRE ALARM REMOTE ANNUNCIATOR
FIRE ALARM CONTROL UNIT (# = NODE DESIGNATION)
FIRE ALARM TERMINAL CABINET
FIRE FIGHTER'S SMOKE CONTROL PANEL
GRAPHIC ANNUNCIATOR PANEL
MUNICIPAL MASTER BOX
PRINTER
REMOTE ALARM INDICATOR
REMOTE POWER SUPPLY
ROOM TEMPERATURE SWITCH
REMOTE TEST SWITCH
END OF LINE RESISTOR
JUNCTION BOX
ISOLATION MODULE
KEY BOX
MAGNETIC DOOR HOLDER
EMERGENCY VOICE MICROPHONE MODULE
FIRE ALARM MANUAL PULL STATION (CONVENTIONAL)
MANUAL PULL STATION (CONVENTIONAL) - FIRE SUPPRESSION SYSTEM
RELEASE
FIRE SUPPRESSION RELEASING CONTROL UNIT
FIRE SUPPRESSION RELEASING CONTROL UNIT (CONVENTIONAL)
DIGITAL ALARM COMMUNICATOR TRANSMITTER
PHOTOELECTRIC IN-DUCT SMOKE DETECTOR
PHOTOELECTRIC SAMPLING-TUBE DUCT SMOKE DETECTOR
END-TO-END OPTICAL BEAM SMOKE DETECTOR (TRANSMITTER UNIT)
AIR SAMPLING SMOKE DETECTOR
BASIC SYMBOL FOR SPOT-TYPE FIRE DETECTOR - CLNG MOUNT
BASIC SYMBOL FOR SPOT-TYPE FIRE DETECTOR - WALL MOUNT
SINGLE-END OPTICAL BEAM SMOKE DETECTOR (TRANSMITTER /
RECEIVER UNIT)
END-TO-END OPTICAL BEAM SMOKE DETECTOR (RECEIVER UNIT)
SINGLE-END OPTICAL BEAM SMOKE DETECTOR (REFLECTOR PANEL)
FIXED TEMPERATURE / RATE OF RISE HEAT DETECTOR (t = ACTIVATION
TEMPERATURE OF FIXED TEMP THERMAL ELEMENT)
COMBINATION PHOTOELECTRIC SMOKE / FIXED TEMP HEAT DETECTOR (t
= ACTIVATION TEMPERATURE OF THERMAL ELEMENT)
COMBINATION PHOTOELECTRIC SMOKE / CO DETECTOR
MULTI-CRITERIA PHOTOELECTRIC SMOKE / FIXED TEMP HEAT / CO
DETECTOR (t = ACTIVATION TEMPERATURE OF THERMAL ELEMENT)
COMBINATION AIR SAMPLING SMOKE / CO DETECTOR
COMBINATION AIR SAMPLING SMOKE / H2 DETECTOR
PHOTOELECTRIC SMOKE DETECTOR
SYMBOLS - SPECIAL TECHNOLOGY FIRE DETECTORS
SYMBOLS - SYSTEM SPOT-TYPE FIRE DETECTORS
SYMBOLS - SINGLE / MULTIPLE STATION SMOKE ALARMS
SINGLE / MULTIPLE STATION SMOKE ALARM
SINGLE / MULTIPLE STATION COMBINATION SMOKE / CO ALARM
BASIC SYMBOL FOR SMOKE ALARM - WALL MOUNT
BASIC SYMBOL FOR SMOKE ALARM - CEILING MOUNT
BASIC SYMBOL FOR SPECIAL TECHNOLOGY FIRE DETECTOR - CLNG
MOUNT
BASIC SYMBOL FOR SPECIAL TECHNOLOGY FIRE DETECTOR - WALL
MOUNT
ULTRAVIOLET SPECTRUM FLAME DETECTOR
INFRARED SPECTRUM FLAME DETECTOR
COMBINATION ULTRAVIOLET / INFRARED SPECTRUM FLAME DETECTOR
AUDIBLE HORN - CLNG MOUNT
AUDIBLE HORN - WALL MOUNT
SYMBOLS - NOTIFICATION APPLIANCES
VISUAL STROBE - WALL MOUNT
VISUAL STROBE - CLNG MOUNT
COMBINATION AUDIBLE HORN / VISUAL STROBE - WALL MOUNT
COMBINATION AUDIBLE HORN / VISUAL STROBE - CLNG MOUNT
AUDIBLE & INTELLIGIBLE SPEAKER - CLNG MOUNT
AUDIBLE & INTELLIGIBLE SPEAKER - WALL MOUNT
COMBINATION AUDIBLE & INTELLIGIBLE SPEAKER / VISUAL STROBE -
WALL MOUNT
COMBINATION AUDIBLE & INTELLIGIBLE SPEAKER / VISUAL STROBE -
CLNG MOUNT
VISUAL FLASHING BEACON
BASIC SYMBOL FOR SPOT-TYPE FIRE DETECTOR - W/ SOUNDER BASE
SYMBOL - CONVENTIONAL SPOT-TYPE FIRE DETECTORS
CONVENTIONAL PHOTOELECTRIC SMOKE DETECTOR
CONVENTIONAL FIXED TEMPERATURE HEAT DETECTOR (t = ACTIVATION
TEMPERATURE)
BASIC SYMBOL FOR CONVENTIONAL FIRE DETECTOR - WALL MOUNT
BASIC SYMBOL FOR CONVENTIONAL FIRE DETECTOR - CEILING MOUNT
AUDIBLE ALARM BELL
BI-DIRECTIONAL RADIO SIGNAL AMPLIFIER
BI-DIRECTIONAL RADIO SIGNAL AMPLIFIER ALARM PANEL
OMNI DIRECTIONAL ANTENNA
SYMBOLS - RADIO PES COMMUNICATIONS ENHANCEMENT SYSTEMS
FIRE FIGHTER'S PHONE CONTROLLER / HANDSET - PRIORITY COMMAND
LOCATION
FIRE FIGHTER'S PHONE HANDSET
FIRE FIGHTER'S PHONE PLUG-IN PHONE JACK
SYMBOLS - WIRED FIRE FIGHTER COMMUNICATION SYSTEMS
SYMBOLS - GENERAL ANNOTATION
SECTION NUMBER
CONNECT TO EXISTING
MANUAL PULL STATION (CONVENTIONAL) - EMERGENCY ALARM (HAZMAT)
SYMBOLS - MANUAL INITIATING DEVICES AND CONTROLS
DRAWING NUMBER
ELEVATION NUMBER
DRAWING NUMBER
DETAIL / PART-PLAN NUMBER
DRAWING NUMBER
SYMBOLS - EXISTING EQUIPMENT
EXISTING EQUIPMENT DESIGNATION ("EX")*:
XM EXISTING EQUIPMENT TO REMAIN. WHERE ARCHITECTURAL WORK IS
REQUIRED AT DEVICE LOCATION, DISCONNECT, REMOVE AND REINSTALL
DEVICE AS NECESSARY TO ACCOMMODATE ARCHITECTURAL WORK. FOR
SURFACE MOUNTED RACEWAY, THIS DESIGNATION SHALL INDICATE
RACEWAY AND DEVICES TO REMAIN UNLESS OTHERWISE NOTED.
XN EXISTING EQUIPMENT TO BE DISCONNECTED, REMOVED AND
REPLACED WITH NEW. EXISTING CIRCUIT WIRING AND PATHWAY
TO BE MAINTAINED AND REUSED FOR NEW EQUIPMENT
CONNECTION.
XR EXISTING EQUIPMENT TO NEW "XL" LOCATION. CUT BACK AND/OR
EXTEND EXISTING CIRCUIT WIRING AND PATHWAY AS REQUIRED
SO AS TO PROVIDE A COMPLETE OPERATIONAL INSTALLATION.
XL EXISTING RELOCATED "XR" EQUIPMENT AT "XL" NEW LOCATION.
XD REMOVE EXISTING EQUIPMENT. PROVIDE NOTICE TO OWNER OF
EQUIPMENT REMOVED. AS DIRECTED BY THE OWNER, BOX
REMOVED EQUIPMENT AND RETURN TO THE OWNER AS SPARE
INVENTORY.
KEY NOTE
DIGITAL CELLULAR COMMUNICATION RECEIVER
DIGITAL CELLULAR COMMUNICATION TRANSMITTER
INTERNET PROTOCOL COMMUNICATION RECEIVER
INTERNET PROTOCOL COMMUNICATION TRANSMITTER
SYMBOLS - INTERFACE MODULES
CONTROL MODULE
RELAY MODULE
MONITOR MODULE
SYMBOLS - NOTIFICATION APPLIANCE ANNOTATION
C = CEILING MOUNT
cd = VISUAL STROBE CANDELA OUTPUT
w = SPEAKER WATTAGE TAP
##
SYMBOLS - GENERAL NOTE
NOT ALL SYMBOLS USED FOR THIS PROJECT
ABBREVIATIONS - GENERAL NOTE
NOT ALL ABBREVIATIONS USED FOR THIS PROJECT
AIR SAMPLING SMOKE DETECTOR
AIR SAMPLING SMOKE DETECTOR POWER SUPPLY
LHD LINEAR HEAT DETECTOR (MM)
LINEAR HEAT DETECTOR
ACCESSORY CABINET ENCLOSURE
FIRE ALARM TRANSPONDER CABINET
FSD FIRE SMOKE DAMPER (RM)
SD SMOKE DAMPER (RM)
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NONE
4/5/2018 11:04:35 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FA001
FIRE ALARM SYMBOLS &
ABBREVIATIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
780 CMR FIRE PROTECTION DOCUMENT SUBMITTAL PROCESS
FIRE ALARM SIGNALING AUDIBILITY AND INTELLIGIBILITY
FIRE ALARM INSTALLATION
GENERAL REQUIREMENTS
1. THE DESIGN CONTENT OF THESE DRAWINGS IS INTENDED TO SATISFY THE MASSACHUSETTS STATE BUILDING CODE
(MSBC) REQUIREMENTS FOR TIER 1 CONSTRUCTION DOCUMENTS . WHEN STAMPED AND SEALED BY THE ENGINEER
OF RECORD THEY ARE INTENDED TO BE USED AS PART OF THE BUILDING PERMIT APPLICATION ONLY.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A COMPLETE TIER 2 SHOP DRAWING SUBMITTAL
INCLUSIVE OF ALL INFORMATION REQUIRED BY MSBC CH 9 AND THE SPECIFICATIONS. REVIEWED SHOP DRAWINGS
SHALL BE USED FOR SUPPLEMENTAL FIRE PROTECTION SYSTEM INSTALLATION PERMITS WHERE SUCH PERMITS ARE
REQUIRED BY THE LOCAL FIRE OFFICIAL.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A COMPLETE TIER 3 RECORD DRAWING SUBMITTAL
INCLUSIVE OF ALL FIELD CHANGES AND ALL INFORMATION REQUIRED BY MSBC CH 9 AND THE SPECIFICATIONS.
4. TIER 2 AND TIER 3 SUBMITTALS SHALL BE PREPARED BY THE CONTRACTOR'S QUALIFIED DESIGNER AND SHALL
INDICATE THE DESIGNER'S NICET CERTIFICATION NUMBER OR PROFESSIONAL ENGINEERING SEAL & SIGNATURE.
5. IN ACCORDANCE WITH MASSACHUSETTS GENERAL LAW, THE ENGINEER OF RECORD SHALL NOT SIGN AND SEAL TIER
2 OR TIER 3 SUBMITTALS PREPARED BY THE CONTRACTOR. WHERE THE AUTHORITY HAVING JURISDICTION
REQUESTS SHOP DRAWING OR RECORD DRAWING SUBMITTALS TO BE SIGNED AND SEALED BY A PROFESSIONAL
ENGINEER, THE SUBMITTALS SHALL BE PREPARED BY A QUALIFIED PROFESSIONAL ENGINEER RETAINED BY THE
CONTRACTOR.
ADS
#
INTELLIGIBILITY
REQUIRED?NOTES
1
NO
ROOMS OR AREAS
BATHROOMS -
2 YESMEETING ROOM, CONFERENCE ROOM -
3
YESCORRIDORS, LOBBIES AND VESTIBULES -4
YESSPECIAL COLLECTIONS -
5
NO
ELECTRICAL, TELE/DATA, AND
ELEVATOR EQUIPMENT ROOMS
-
6
NOELEVATOR CARS -
7
8
9
NOOFFICE SPACE, STUDY SPACE,
AND COMMON AREA -
10
NOJANITOR, STORAGE AND
TRASH CLOSETS -
YESCLASSROOM, EDUCATIONAL -
NO
MECHANICAL ROOMS
-
NOTES:
1. NOT ALL ROOMS OR AREAS ARE USED FOR THIS PROJECT.
2. VOICE INTELLIGIBILITY FOR ACOUSTICALLY DISTINGUISHABLE SPACES (ADS) SHALL MEET THE REQUIREMENTS OF NFPA 72, ANNEX D.
3. SPEAKER AUDIBILITY FOR PUBLIC, PRIVATE AND SLEEPING AREA MODES SHALL MEET THE REQUIREMENTS OF NFPA 72.
MINIMUM
WATT TAP
(WATTS)
1/4 W
1/4 W
2 W
-
1/4 W
1/4 W
1/4 W
1 W
1. FIRE ALARM SYSTEM CONDUCTORS SHALL BE INSTALLED IN DEDICATED CONTINUOUS METAL RACEWAY
THROUGHOUT. COMPLY WITH SPECIFICATIONS FOR APPLICATION OF EMT, IMC, RGS, FMC, AND LFMC.
2. MINIMUM CONDUIT SIZE SHALL BE 3/4'' NOMINAL. CONDUIT OR CABLE SHALL BE MARKED WITH RED PAINT OR TAPE
EVERY 10 FEET, OR BE RED IN COLOR.
3. CONDUITS, CABLES, AND RACEWAY SHALL NOT BE SUPPORTED BY CEILING GRID SYSTEMS. SECURE CONDUITS,
CABLES, AND RACEWAYS TO THE BUILDING STRUCTURE.
4. FIRE ALARM SYSTEM CONDUCTORS SHALL BE INSTALLED CONTINUOUS BETWEEN EQUIPMENT, DEVICE, OR
APPLIANCE TERMINALS WITHOUT SPLICES.
5. T-TAPPING OF ANY FIRE ALARM CIRCUIT IS NOT PERMITTED.
6. UNLESS NOTED AS PERMISSIBLE FOR FAIL-SAFE CONTROL CIRCUITS, ADDRESSABLE RELAY MODULES SHALL BE
LOCATED WITHIN 3 FEET OF THE ASSOCIATED DEVICE OR CIRCUIT BEING CONTROLLED.
7. PRIMARY POWER SUPPLY SHALL BE FROM A SEPARATE FUSED CIRCUIT FREE FROM GROUND FAULTS, SHORTS,
OPENS, STRAY OR INDUCED VOLTAGE FAULTS, ETC. EACH BREAKER SHALL BE LOCKABLE AND IDENTIFIED AT BOTH
THE POWER PANEL AND THE FACU.
8. POWER LIMITED CIRCUITS SHALL NOT BE RUN IN THE SAME RACEWAY AS NON-POWER LIMITED CIRCUITS.
1. PURPOSE OF ENGINEERING DRAWINGS. THE DRAWINGS ARE DIAGRAMMATIC, THEY ARE NOT INTENDED TO BE
ABSOLUTELY PRECISE; THEY ARE NOT INTENDED TO SPECIFY OR TO SHOW EVERY OFFSET, FITTING AND
COMPONENT. THE PURPOSE OF THE DRAWINGS IS TO INDICATE A SYSTEM CONCEPT, THE MAIN COMPONENTS OF
THE SYSTEMS AND THE APPROXIMATE GEOMETRIC RELATIONSHIPS. BASED UPON THE SYSTEMS CONCEPT, THE
MAIN COMPONENTS, AND THE APPROXIMATE GEOMETRIC RELATIONSHIPS, PROVIDE ALL OTHER COMPONENTS AND
MATERIALS NECESSARY TO MAKE THE SYSTEMS FULLY COMPLETE AND OPERATIONAL.
2. GENERIC PERFORMANCE CRITERIA WIRING DIAGRAMS ARE REPRESENTED BY THE ENGINEERING DRAWINGS. ADAPT
DIAGRAM ARRANGEMENT AS NECESSARY TO ACHIEVE SPECIFIED PERFORMANCE WITH FAS
MANUFACTURER-SPECIFIC TECHNOLOGY .
3. SHOP DRAWING SUBMITTAL SHALL INCLUDE CORRESPONDING MANUFACTURER-SPECIFIC WIRING DIAGRAMS FOR
FAS DEVICES, APPLIANCES, AND INTERFACES TO OTHER PREMISES EQUIPMENT.
4. DIVISION 28 WORK INCLUDES WIRING AND TERMINATIONS FROM INTERFACE MODULES TO ASSOCIATED EQUIPMENT
TERMINALS.
5. COORDINATE VOLTAGE REQUIREMENTS OF CONTROLLED EQUIPMENT WITH THE RATINGS OF THE ASSOCIATED FIRE
ALARM INTERFACE MODULE. PROVIDE INTERPOSING RELAYS WHERE INDICATED OR OTHERWISE REQUIRED.
6. MAKE REASONABLE AND NECESSARY MODIFICATIONS IN LAYOUTS AND COMPONENTS NEEDED TO PREVENT
CONFLICT WITH WORK OF OTHER TRADES AND TO COORDINATE IN ACCORDANCE WITH SPECIFICATIONS.
7. ALL COMPONENTS ARE NEW UNLESS SPECIFICALLY NOTED AS EXISTING.
8. MAINTAIN MAXIMUM HEADROOM AT ALL LOCATIONS. ALL CONDUIT TO BE AS TIGHT TO UNDERSIDE OF DECK AS
POSSIBLE. ALL EXPOSED CONDUIT SHALL BE APPROVED BY ARCHITECT AND SHALL MAINTAIN REQUIRED
CLEARANCES.
9. SYSTEMS SHALL RUN IN A RECTILINEAR FASHION.
10. MAINTAIN COMPLETE AND SEPARATE SET OF INSTALLATION DRAWINGS ON SITE AT ALL TIMES. RECORD WORK
COMPLETED AND ALL MODIFICATIONS CLEARLY AND ACCURATELY.
11. ALL SYSTEM COMPONENTS SHALL COMPLY WITH NFPA REQUIREMENTS AND BE FM APPROVED AND UL-LISTED, AND
SHALL BE INSTALLED IN ACCORDANCE WITH LISTING REQUIREMENTS.
12. PROVIDE IDENTIFICATION AT ALL DEVICES, APPLIANCES, MODULES, AND CABINET ENCLOSURES.
13. PROVIDE THROUGH PENETRATION FIRESTOP ASSEMBLIES AT ALL PENETRATIONS OF SMOKE AND/OR FIRE RATED
FLOORS AND WALLS IN ACCORDANCE WITH BUILDING CODE AND SPECIFICATION REQUIREMENTS.
14. WHEN THE WORK IS NEARING COMPLETION, THE FIRE ALARM CONTRACTOR'S PROJECT EXECUTIVE OR HIS/HER
DESIGNATED REPRESENTATIVE SHALL PHYSICALLY WALK DOWN THE INSTALLATION, EXAMINING IT IN DETAIL, AND
PREPARE A PUNCH LIST CONTAINING AN ITEMIZATION OF WORK REMAINING FOR 100% COMPLETION. SUBMIT THIS TO
THE ENGINEER WHO WILL THEN INSPECT THE WORK AND PREPARE THE ENGINEER'S PROJECT VISIT REPORT.
30 dB
85 dB
85 dB
55 dB
55 dB
55 dB
55 dB
DESIGN AMBIENT
SOUND
PRESSURE
LEVEL (dB)
85 dB
55 dB
55 dB
YESLIBRARY STACK AREA -55 dB
11
1/4 W
1/4 W
1/4 W
NO -EXTERIOR TERRACE 1 W85 dB
12
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NONE
4/5/2018 11:04:42 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FA002
FIRE ALARM NOTES &
DESIGN CRITERIA
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
FF302.0752.0301.0301.0RAIRAI
300.2515
0.25
15
0.25
75
2.0
30
1.0
ASACEASDP75
C
0.25
RAIRAICM
MM
MM
MM
MM
RM
RM
RM
RM
MM
MM
MM
MM
MM
MM
MM
MM
MM
MM
MM
MM
MM
FTP15
C
0.25752.0RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
MD MD150.25150.25MM
29 28 27 26 25
A
D
D.9
F.3
H
AG-1
EXK
E.5
D.4
G
D.3
C.9
28.4
D.8
E
F
E.7
C
B
E.3
30
25.5
G.6
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
L01
LOWER LOBBY
L03
MAIN ELECTRICAL
ROOM
ST L04
STAIR 4
EL L04
ELEVATOR 4
?
?
L06
ELEVATOR CONTROL
ROOM
L05
EMERGENCY
ELECTRICAL
L01C
BLDG STORAGE
PROVIDE AIR SAMPLING SMOKE DETECTION IN
MAIN ELECTRIC ROOM FOR PREACTION
RELEASING. EXTEND TEST PORT BACK TO AIR
SAMPLING SMOKE DETECTOR.
L02
MECHANICAL
?
?
(TS)
(WF)
(LPS)
(RPA)
(TS)
(ELAI)
(ELHV)
(ELRA)
(ELRP)
(TS)
(TS)
(TS)
(TS)
(TS)
(WF)
(WF)
(LPS)
(ASD1)
(ASD2)
(ASDP)
(ASDT)
(ASDT)
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
SD
SD
STP-AHU-5
STP-RF-3
(TS)
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 11:04:54 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FA20LL
FIRE ALARM LL PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
GENERAL NOTES:
1. REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING
PLANS, ELEVATIONS, AND SECTIONS.
2.IN AREAS WITH FINISHED CEILINGS, LOCATE CEILING MOUNTED DEVICES AND APPLIANCES IN THE CENTER OF SUSPENDED CEILING
TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND N-LINE WITH ADJACENT CEILING FIXTURES.
3.LOCATE WALL MOUNTED DEVICES AND APPLIANCES IN ACCORDANCE WITH NFPA 72 REQUIREMENTS AND IN ALIGNMENT WITH
ADJACENT WALL MOUNT SWITCHES, WALL PLATES AND SIMILAR ELEMENTS.
4.LOCATE CEILING MOUNTED SMOKE AND HEAT DETECTORS WITH RESPECT TO CEILING POCKETS AND OBSTRUCTIONS SUCH AS
EXPOSED BEAMS AND SOFFITS IN ACCORDANCE WITH NFPA 72.
5.COMPLY WITH NFPA 72 AND THE DESIGN INTENT INDICATED ON THE DRAWINGS WITH RESPECT TO INTERFACES REQUIRED FOR
EMERGENCY CONTROL FUNCTIONS SUCH AS (BUT NOT LIMITED TO) ELEVATOR RECALL, FIRE / SMOKE DAMPER OPERATION, AND
HVAC UNIT SHUTDOWN. DETERMINATION OF THE EXACT QUANTITY AND ARRANGEMENT OF INTERFACE MODULES REQUIRED
SHALL BE THE RESPONSIBILITY OF THE INSTALLER'S QUALIFIED DESIGNER.
6.SHOP DRAWINGS INCLUSIVE OF DEVICE AND APPLIANCE LAYOUTS, PATHWAYS AND CIRCUITING, COMPONENT ADDRESSES,
EMERGENCY CONTROL INTERFACES AND CORRESPONDING CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED
DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE ALARM SYSTEM INSTALLATION
PERMITS.
NO. DATE DESCRIPTION
SHEET NOTES:
1. SUPERVISE ADDRESSABLE INTERFACE MODULES ASSOCIATED WITH MAIN ELECTRICAL PREACTION / AIR SAMPLING SMOKE
DETECTOR VIA FIRE SUPPRESSION CONTROL UNIT SLC.
C
DN
DN
FF
15
C
0.25
30
C
0.25
15
C
0.25
15
C
0.25
75
C
0.25
15
110
C
0.25
C
0.25
C
0.25
15
C
0.25
15
C
0.25
75
C
0.25
C
0.25
C
0.25
15
C
0.25
15
C
0.25
30
C
0.25
30
C
0.25
75
C
0.25
75
C
0.25
C
0.25
C
0.25
110
C
0.25
C
0.25
110
C
0.25
C
0.25
75
C
0.25
75
C
0.25
30
C
0.25
75
C
0.25
75
C
0.25
75
C
0.25
75
C
0.25
C
0.25
C
0.25
15
C
0.25
30
C
0.25
15
C
0.25
15
75
C
0.25
C
0.25
30
C
0.25
RAI RAI
75
C
0.25
30
C
0.25
75
C
0.25
75
C
0.25
C
0.2515
C
0.25
15
15
30
C
0.25
15
C
0.25
RAI RAI
RAI
FACU
FSRU
FAA ACEASASDP75
C
0.25
15
C
0.25
15
C
0.25
C
0.25
15
C
0.25
C
0.25
C
0.25
15
C
0.25
15
C
0.25
15
C
0.25
C
0.25
C
0.25
15
C
0.25
C
0.25
15
C
0.25
MD MDCM
MM
MM
MM
CM
MM
MM
MM
MM
MM
MM
MM
MM
MM
MM
MM
MM
RM
RM
RM
RM
15
C
0.25
15
C
0.25
1100.25WP15
ACEMD
MD
MM
MM
MM
RM RM RMRMRM
RM
RM
RM RM RM RM
RM
RM
15
C
0.25
RM
RM
RM
RM
RM
RM
RM
RM
RAI
MICR
MICR
F
30
0.25
150.2515
0.25
752.0MM
ASDPMM
AS752.015
15
23 21 20 19 18 17 16 15 14 13 12 11 10 9282726252422
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
?
?
007V
SOUTH ENTRY
VESTIBULE
011
TLR CLASSROOM
EL004
ELEVATOR 4 012
DIGITAL MEDIA HUB
003
SC SECURE STACKS
005
SC SECURE STACKS
001
MAIN HALL
009B
COLLAB ROOM
001A
TELECOM
001B
ELEC
004
CENTRAL SERVICE
POINT SUPPORT
T001
WOMEN
012E
COLLAB ROOM
012D
COMPUTER
CLASSROOM
012B
MEDIA PRODUCTION
STUDIO
001F
FA. CL
001C
PRE ACTION
010V
WEST VESTIBULE
?
?EL001
ELEVATOR 1
EL003
ELEVATOR 3
ST002
STAIR 2
ST001
STAIR 1
009G
OFFICE
009
STAFF WORKROOM
009D
COLLAB ROOM
009C
OFFICE 009A
OFFICE
?
?
010
OPEN COLLAB
012A
MEDIA PRODUCTION
STUDIO (SELF
SERVE)
012H
ELEVATOR CONTROL
ROOM
007
SOUTH ENTRY
ST003
STAIR 3 (OCULUS)
001D
CENTRAL SERVICE
POINT
002
BOILER ROOM
ST004
STAIR 4
?
?
EL002
ELEVATOR 2
010A
COLLAB ROOM
?
?
?
?
007V
SOUTH ENTRY
VESTIBULE
011
TLR CLASSROOM
EL004
ELEVATOR 4 012
DIGITAL MEDIA HUB
003
SC SECURE STACKS
005
SC SECURE STACKS
001
MAIN HALL
009B
COLLAB ROOM
001A
TELECOM
001B
ELEC
T001
WOMEN
012G
JANITOR
012E
COLLAB ROOM
012D
COMPUTER
CLASSROOM
012B
MEDIA PRODUCTION
STUDIO
001F
FA. CL
010V
WEST VESTIBULE
005A
SC SECURE CORR.
?
?EL001
ELEVATOR 1
EL003
ELEVATOR 3
?
?
ST002
STAIR 2
ST001
STAIR 1
009G
OFFICE
009
STAFF WORKROOM
009D
COLLAB ROOM
009C
OFFICE 009A
OFFICE
?
?
010
OPEN COLLAB
012A
MEDIA PRODUCTION
STUDIO (SELF
SERVE)
?
?
012H
ELEVATOR CONTROL
ROOM
007
SOUTH ENTRY
ST003
STAIR 3 (OCULUS)
001D
CENTRAL SERVICE
POINT 012F
COLLAB ROOM
002
BOILER ROOM
ST004
STAIR 4
?
?
EL002
ELEVATOR 2
010A
COLLAB ROOM
?
?
T002
MEN
OPEN TO ABOVE
PROVIDE AIR SAMPLING SMOKE DETECTION
FOR SPECIAL COLLECTIONS VIA CEILING
MOUNTED SAMPLING PORTS FOR
PREACTION RELEASING. EXTEND TEST PORT
BACK TO AIR SAMPLING SMOKE DETECTOR.
PROVIDE AIR SAMPLING SMOKE DETECTION
FOR SPECIAL COLLECTIONS VIA CEILING
MOUNTED SAMPLING PORTS FOR
PREACTION RELEASING. EXTEND TEST
PORT BACK TO AIR SAMPLING DETECTOR.
FIRE ALARM REMOTE
ANNUNCIATOR WITH
EMERGENCY VOICE
COMMUNICATION
(TS)
(WF)
(LPS)
(RPA)
(TS)
(WF)
(LPS)
(RPA)
(ASD1)
(ASD2)
(ASDP)
(ASDT)
(ASDT)
(WF)
(TS)
(TS)
(TS)
(ELAI)
(ELHV)
(ELRA)
(ELRP)
EXTERIOR FIRE ALARM
ROTATING BEACON
009F
STORAGE
009E
OFFICE
011A
CLOSET
011B
AV CL.
S004
SHAFT
S003
SHAFT
S009
SHAFT
006
CORR
009H
OFFICE
009J
OFFICE
009K
OFFICE
009L
OFFICE
COAXIAL CABLING
DOWN TO LOWER
LEVEL
INSTALL BDA COAXIAL
CABLING TO LOWER LEVEL
INTERIOR ANTENNA WITHIN
RACEWAY BURIED WITHIN
LEVEL G SLAB
(ASD1)
(ASD2)
(ASDP)
FSD FSD FSDFSDFSD
FSD
FSD
FSD FSD FSD FSD
FSD
FSD
001E
PHONE
010B
PHONE
EXTERIOR FIRE
ALARM BELL
003A
ELEVATOR CONTROL
(ELAI)
(ELHV)
(ELRA)
(ELRP)
(ELAI)
(ELHV)
(ELRA)
(ELRP)
(ASDT)
(ASDT)
1
1
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 11:05:10 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FA200G1
FIRE ALARM LEVEL G SOUTH
PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
GENERAL NOTES:
1. REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING
PLANS, ELEVATIONS, AND SECTIONS.
2.IN AREAS WITH FINISHED CEILINGS, LOCATE CEILING MOUNTED DEVICES AND APPLIANCES IN THE CENTER OF SUSPENDED CEILING
TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND N-LINE WITH ADJACENT CEILING FIXTURES.
3.LOCATE WALL MOUNTED DEVICES AND APPLIANCES IN ACCORDANCE WITH NFPA 72 REQUIREMENTS AND IN ALIGNMENT WITH
ADJACENT WALL MOUNT SWITCHES, WALL PLATES AND SIMILAR ELEMENTS.
4.LOCATE CEILING MOUNTED SMOKE AND HEAT DETECTORS WITH RESPECT TO CEILING POCKETS AND OBSTRUCTIONS SUCH AS
EXPOSED BEAMS AND SOFFITS IN ACCORDANCE WITH NFPA 72.
5.COMPLY WITH NFPA 72 AND THE DESIGN INTENT INDICATED ON THE DRAWINGS WITH RESPECT TO INTERFACES REQUIRED FOR
EMERGENCY CONTROL FUNCTIONS SUCH AS (BUT NOT LIMITED TO) ELEVATOR RECALL, FIRE / SMOKE DAMPER OPERATION, AND
HVAC UNIT SHUTDOWN. DETERMINATION OF THE EXACT QUANTITY AND ARRANGEMENT OF INTERFACE MODULES REQUIRED
SHALL BE THE RESPONSIBILITY OF THE INSTALLER'S QUALIFIED DESIGNER.
6.SHOP DRAWINGS INCLUSIVE OF DEVICE AND APPLIANCE LAYOUTS, PATHWAYS AND CIRCUITING, COMPONENT ADDRESSES,
EMERGENCY CONTROL INTERFACES AND CORRESPONDING CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED
DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE ALARM SYSTEM INSTALLATION
PERMITS.
NO. DATE DESCRIPTION
1 03/27/18 PACKAGE 4 - ADDENDUM #2
SHEET NOTES:
1. SUPERVISE ADDRESSABLE INTERFACE MODULES ASSOCIATED WITH MAIN ELECTRICAL PREACTION / AIR SAMPLING SMOKE
DETECTOR VIA FIRE SUPPRESSION CONTROL UNIT SLC.
DN
75
C
0.25
C
0.25
C
0.25
30
C
0.25
15
C
0.25
15
30
C
0.25
30
C
0.25
30
C
0.25
15
C
0.25
15
C
0.25
15
C
0.25
30
C
0.25
30
C
0.25
15
C
0.25
30
C
0.25
30
C
0.25
30
C
0.25
30
C
0.25
30
C
0.25
30
C
0.25
30
C
0.25
30
C
0.25
30
C
0.25
30
C
0.25
75
C
0.25
C
0.25
75
2.0
75
2.0
1100.25WP110
0.25
WP
RM
RM RM
RM
RM
RM
12 11 10 9 8
7 6 3 2 - 1
A
D
D.9
F.3
H
J
- K
EXK
4
E.5
5
D.4
G
1.7
D.3
C.9
D.8
E
F
E.7
C
D.1
B
E.3
E.6
G.6
1
K.1
K
012
DIGITAL MEDIA HUB
012A
MEDIA PRODUCTION
STUDIO (SELF
SERVE)
015
GENERAL
COLLECTIONS
012
DIGITAL MEDIA HUB
012A
MEDIA PRODUCTION
STUDIO (SELF
SERVE)
014
MECHANICAL
013
SUNKEN
COURTYARD
OPEN TO ABOVE
015A
OPEN READING
SD
STP-AHU-4 SD
SD
STP-RF-1
STP-RF-2
015A
OPEN READING
015A
OPEN READING
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 11:05:21 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FA200G2
FIRE ALARM LEVEL G NORTH
PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
GENERAL NOTES:
1. REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING
PLANS, ELEVATIONS, AND SECTIONS.
2.IN AREAS WITH FINISHED CEILINGS, LOCATE CEILING MOUNTED DEVICES AND APPLIANCES IN THE CENTER OF SUSPENDED CEILING
TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND N-LINE WITH ADJACENT CEILING FIXTURES.
3.LOCATE WALL MOUNTED DEVICES AND APPLIANCES IN ACCORDANCE WITH NFPA 72 REQUIREMENTS AND IN ALIGNMENT WITH
ADJACENT WALL MOUNT SWITCHES, WALL PLATES AND SIMILAR ELEMENTS.
4.LOCATE CEILING MOUNTED SMOKE AND HEAT DETECTORS WITH RESPECT TO CEILING POCKETS AND OBSTRUCTIONS SUCH AS
EXPOSED BEAMS AND SOFFITS IN ACCORDANCE WITH NFPA 72.
5.COMPLY WITH NFPA 72 AND THE DESIGN INTENT INDICATED ON THE DRAWINGS WITH RESPECT TO INTERFACES REQUIRED FOR
EMERGENCY CONTROL FUNCTIONS SUCH AS (BUT NOT LIMITED TO) ELEVATOR RECALL, FIRE / SMOKE DAMPER OPERATION, AND
HVAC UNIT SHUTDOWN. DETERMINATION OF THE EXACT QUANTITY AND ARRANGEMENT OF INTERFACE MODULES REQUIRED
SHALL BE THE RESPONSIBILITY OF THE INSTALLER'S QUALIFIED DESIGNER.
6.SHOP DRAWINGS INCLUSIVE OF DEVICE AND APPLIANCE LAYOUTS, PATHWAYS AND CIRCUITING, COMPONENT ADDRESSES,
EMERGENCY CONTROL INTERFACES AND CORRESPONDING CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED
DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE ALARM SYSTEM INSTALLATION
PERMITS.
NO. DATE DESCRIPTION
1 03/27/18 PACKAGE 4 - ADDENDUM #2
F
15
C
0.25
C
0.25
C
0.25
C
0.25
15
C
0.25
15
C
0.25
15
C
0.25
C
0.25
C
0.25
C
0.25
15
C
0.25
15
C
0.25
C
0.25
30
C
0.25
15
C
0.25
30
C
0.25
F
75
C
0.25
15
15
C
0.25
15
C
0.25
15 15
15
RAIRAI RAI
15
C
0.25
C
0.25
C
0.25
C
0.25
C
0.25
ACEASASDP
75
C
0.25
75
C
0.25
75
C
0.25
75
C
0.25
C
0.25
C
0.25
151515
75
C
0.25
C
0.25
C
0.25
75
C
0.25
75
C
0.25
C
0.25
30
C
0.25
15
C
0.25
75
C
0.25
30
C
0.25
C
0.25
C
0.25
75
C
0.25
75
C
0.25
15
C
0.25
15
C
0.25
15
C
0.25
15MM
MM
MDMD
MD
CM
MM
MM
MM
MD
MM
MM
MM
MM
MM
F
F
RAI
MD
RM
RM
RM
RM RM
RM RMRM
RM RM
RM
RM
RM
RM RM RM RM
RM
RM
15
FTP
150.2515
15
15
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
29
28 27 26 25 24 22
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
100V
EAST VESTIBULE
100
EAST ENTRY
105
SC SECURE STACKS
108D
OFFICE
107
LIBRARY
ADMINISTRATION
107D
OFFICE
108A
GROUP STUDY 108J
GROUP STUDY
108
NC HUB - TLR AND
ACADEMIC SUCCESS
108F
SEMINAR ROOM
108H
ASSISTIVE TECH
101
MAIN HALL
103
CONWAY CENTER
102
BROWSING ROOM
CLASSROOM
110B
CAFE SERVICE
104
SERVICE POINT
SUPPORT
T101
W/GN TOILET ROOM T102
M/GN TOILET ROOM
101A
TELECOM
101B
ELEC.
103A
CONWAY - SHARED
OFFICE
110C
CAFE SUPPORT
101F
FIRE ALARM
101C
PRE ACTION
110A
READING ROOM
EL102
ELEVATOR 2
106
SC - COLLECTIONS
WORKROOM
106D
SC OFFICE
?
?
?
?
111
EXIT PASSAGEWAY
ST103
STAIR 3
ST102
STAIR 2
ST101
STAIR 1
EL101
ELEVATOR 1
EL103
ELEVATOR 3
107C
OFFICE - DEAN OF
LIBRARIES
103C
CONWAY - OFFICE
103E
CONWAY - OFFICE
?
?
101D
MAIN SERVICE POINT
?
?
108B
GROUP STUDY
OPEN TO ABOVE
OPEN TO ABOVE
PROVIDE AIR SAMPLING SMOKE DETECTION
FOR SPECIAL COLLECTIONS VIA CEILING
MOUNTED SAMPLING PORTS FOR
PREACTION RELEASING. EXTEND TEST PORT
BACK TO AIR SAMPLING SMOKE DETECTOR.
OPEN TO ABOVE
OPEN TO ABOVE
REFER TO FA202
FOR NOTIFICATION
APPLIANCE LAYOUT
REFER TO FA202
FOR NOTIFICATION
APPLIANCE LAYOUT
REFER TO FA202
FOR NOTIFICATION
APPLIANCE LAYOUT
109A
JANITOR
T103
M/GN TOILET ROOM
102B
STOR
102A
AV CL.
106C
SC OFFICE
106B
SC OFFICE
106A
SC DIGITIZATION
108G
STORAGE/AV
S103
SHAFT
S104
SHAFT
S107
SHAFT
104A
OFFICE
104B
GROUP STUDY
105B
SC SECURE HALL
108E
OFFICE
108C
SHARED OFFICE
107B
OFFICE
107A
OFFICE
103B
CONWAY - OFFICE
103F
CONWAY - OFFICE
103D
STOR
S101
SHAFT
S102
SHAFT
S105
SHAFT
S106
SHAFT
(WF)
(TS)
?
?
(TS)
(WF)
(LPS)
(RPA)
(ASD1)
(ASD2)
(ASDP)
(ASDT)
(ASDT)
(ETSO)
(ETLO)
FSD
FSD
FSD
FSD
FSDFSD
FSD
FSD
FSD
FSD
FSD
FSD FSD FSD FSD
FSD
FSD
103G
AV CL.
101E
PHONE
108K
PHONE
105A
VEST.
?
?
?
?
1
1
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 11:05:45 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FA201
FIRE ALARM LEVEL 1 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
GENERAL NOTES:
1. REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING
PLANS, ELEVATIONS, AND SECTIONS.
2.IN AREAS WITH FINISHED CEILINGS, LOCATE CEILING MOUNTED DEVICES AND APPLIANCES IN THE CENTER OF SUSPENDED CEILING
TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND N-LINE WITH ADJACENT CEILING FIXTURES.
3.LOCATE WALL MOUNTED DEVICES AND APPLIANCES IN ACCORDANCE WITH NFPA 72 REQUIREMENTS AND IN ALIGNMENT WITH
ADJACENT WALL MOUNT SWITCHES, WALL PLATES AND SIMILAR ELEMENTS.
4.LOCATE CEILING MOUNTED SMOKE AND HEAT DETECTORS WITH RESPECT TO CEILING POCKETS AND OBSTRUCTIONS SUCH AS
EXPOSED BEAMS AND SOFFITS IN ACCORDANCE WITH NFPA 72.
5.COMPLY WITH NFPA 72 AND THE DESIGN INTENT INDICATED ON THE DRAWINGS WITH RESPECT TO INTERFACES REQUIRED FOR
EMERGENCY CONTROL FUNCTIONS SUCH AS (BUT NOT LIMITED TO) ELEVATOR RECALL, FIRE / SMOKE DAMPER OPERATION, AND
HVAC UNIT SHUTDOWN. DETERMINATION OF THE EXACT QUANTITY AND ARRANGEMENT OF INTERFACE MODULES REQUIRED
SHALL BE THE RESPONSIBILITY OF THE INSTALLER'S QUALIFIED DESIGNER.
6.SHOP DRAWINGS INCLUSIVE OF DEVICE AND APPLIANCE LAYOUTS, PATHWAYS AND CIRCUITING, COMPONENT ADDRESSES,
EMERGENCY CONTROL INTERFACES AND CORRESPONDING CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED
DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE ALARM SYSTEM INSTALLATION
PERMITS.
NO. DATE DESCRIPTION
1 03/27/18 PACKAGE 4 - ADDENDUM #2
SHEET NOTES:
1. SUPERVISE ADDRESSABLE INTERFACE MODULES ASSOCIATED WITH MAIN ELECTRICAL PREACTION / AIR SAMPLING SMOKE
DETECTOR VIA FIRE SUPPRESSION CONTROL UNIT SLC.
75
C
0.25
15
C
0.25
15
C
0.25
15
C
0.25
RAI RAI
15
C
0.25
15
C
0.25
30
C
0.25
30
C
0.25 15
C
0.25
15
C
0.25
30
C
0.25
30
C
0.25
15
C
0.25ACEASASDP
15
C
0.25
75
C
0.25
C
0.25
C
0.25
75
C
0.25 30
C
0.25
C
0.25
C
0.25
75
C
0.25
75
C
0.25
C
0.25
30
C
0.25
15
C
0.25
75
C
0.25
30
C
0.25
30
C
0.25
RAI
30
C
0.25
30
C
0.25
30
C
0.25
C
0.25
C
0.25
C
0.25
C
0.25
C
0.25
75
C
0.25
75
C
0.25
75
C
0.25
75
C
0.25
75
C
0.25
15
C
0.25
15
C
0.25
30
C
0.25
C
0.25
C
0.25
30
C
0.25
30
C
0.25
C
0.25
15
C
0.25
C
0.25
C
0.25
C
0.25
C
0.25
30
C
0.25
30
C
0.25
15
C
0.25
15
C
0.25
C
0.25
30
C
0.25
15
C
0.25
C
0.25
C
0.25
C
0.25
30
C
0.25
30
C
0.25
15
C
0.25
75
C
0.25
75
C
0.25
15
C
0.25
MM
MM MM
MM
MDMDCM
MM
MM
MM
MM
MM
MM
MM
MM
F
15
C
0.25
RM
RM RM
RM RMRM
RM RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
15
F
FTP
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
29
28 27 26 25 24 22
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
29
28 27 26 25 24 22
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
205
SC SECURE STACKS
204
SC EXHIBIT
201A
TELECOM
201B
ELEC
201F
FIRE ALARM
201C
PRE ACTION
206
SC - TECHNOLOGY
WORKROOM
206D
SC OFFICE
208B
CAVERNO
208
NC HUB - ACADEMIC
SUCCESS
ST103
STAIR 3
210A
STORAGE
210
READING ROOM
ST201
STAIR 1
EL201
ELEVATOR 1
EL203
ELEVATOR 3 ST202
STAIR 2
?
?EL202
ELEVATOR 2
PROVIDE AIR SAMPLING SMOKE DETECTION
FOR SPECIAL COLLECTIONS VIA CEILING
MOUNTED SAMPLING PORTS FOR
PREACTION RELEASING. EXTEND TEST PORT
BACK TO AIR SAMPLING SMOKE DETECTOR.
OPEN TO ABOVE
208A
REFLECTION ROOM
209
SEMINAR ROOM
OPEN TO ABOVE
T201
GN TOILET ROOM
209A
STORAGE
207
HALL
205B
SC SECURE HALL
201
HALL
206A
SC SHARED OFFICE
206B
SC OFFICE
206C
SC OFFICE
S203
SHAFT
S204
SHAFT
S207
SHAFT
S205
SHAFT
S206
SHAFT
S201
SHAFT
S202
SHAFT
(WF)
(TS)(WF)
(TS)
(TS)
(WF)
(LPS)
(RPA)
(ASD1)
(ASD2)
(ASDP)
(ASDT)
(ASDT)
FSD
FSD
FSD
FSD
FSDFSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
208C
PHONE
205A
VEST
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 11:06:08 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FA202
FIRE ALARM LEVEL 2 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
GENERAL NOTES:
1. REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING
PLANS, ELEVATIONS, AND SECTIONS.
2.IN AREAS WITH FINISHED CEILINGS, LOCATE CEILING MOUNTED DEVICES AND APPLIANCES IN THE CENTER OF SUSPENDED CEILING
TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND N-LINE WITH ADJACENT CEILING FIXTURES.
3.LOCATE WALL MOUNTED DEVICES AND APPLIANCES IN ACCORDANCE WITH NFPA 72 REQUIREMENTS AND IN ALIGNMENT WITH
ADJACENT WALL MOUNT SWITCHES, WALL PLATES AND SIMILAR ELEMENTS.
4.LOCATE CEILING MOUNTED SMOKE AND HEAT DETECTORS WITH RESPECT TO CEILING POCKETS AND OBSTRUCTIONS SUCH AS
EXPOSED BEAMS AND SOFFITS IN ACCORDANCE WITH NFPA 72.
5.COMPLY WITH NFPA 72 AND THE DESIGN INTENT INDICATED ON THE DRAWINGS WITH RESPECT TO INTERFACES REQUIRED FOR
EMERGENCY CONTROL FUNCTIONS SUCH AS (BUT NOT LIMITED TO) ELEVATOR RECALL, FIRE / SMOKE DAMPER OPERATION, AND
HVAC UNIT SHUTDOWN. DETERMINATION OF THE EXACT QUANTITY AND ARRANGEMENT OF INTERFACE MODULES REQUIRED
SHALL BE THE RESPONSIBILITY OF THE INSTALLER'S QUALIFIED DESIGNER.
6.SHOP DRAWINGS INCLUSIVE OF DEVICE AND APPLIANCE LAYOUTS, PATHWAYS AND CIRCUITING, COMPONENT ADDRESSES,
EMERGENCY CONTROL INTERFACES AND CORRESPONDING CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED
DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE ALARM SYSTEM INSTALLATION
PERMITS.
NO. DATE DESCRIPTION
SHEET NOTES:
1. SUPERVISE ADDRESSABLE INTERFACE MODULES ASSOCIATED WITH MAIN ELECTRICAL PREACTION / AIR SAMPLING SMOKE
DETECTOR VIA FIRE SUPPRESSION CONTROL UNIT SLC.
15
C
0.25
15
15
15
C
0.25 75
C
0.25
C
0.25
15
C
0.25
15
C
0.25
15
C
0.25 15
C
0.25
30
C
0.25
15
ACEASDP
15
15
C
0.25
15
C
0.25
RAI RAI
30
C
0.25
15
C
0.25
RAI
15
C
0.25
15
C
0.25
30
C
0.25
15
C
0.25
C
0.25
C
0.25
110
C
0.25
110
C
0.25
C
0.25
C
0.25
C
0.25
C
0.25
C
0.25
C
0.25
C
0.25
75
C
0.25
75
C
0.25
75
C
0.25
15
C
0.25
C
0.25
110
C
0.25
C
0.25
110
C
0.25
C
0.25
15
C
0.25
C
0.25
15
15
30
C
0.25
C
0.25
C
0.25
15
C
0.25
75
C
0.25
C
0.25
C
0.25
75
C
0.25
75
C
0.25
75
C
0.25
C
0.25
C
0.25
15
C
0.25
75
C
0.25
C
0.25
C
0.25
75
C
0.25
75
C
0.25
C
0.25
30
C
0.25
15
C
0.25
75
C
0.25
30
C
0.25
C
0.25
75
C
0.25
MM
MM
MDMDCM
MM
MM
MM
MM
MM
MM
MM
MM
ASRM
RM RM
RMRM
RM RM
RM
RM
RM
RM
RM
RM
RM
RM RM
RM
RM
RM
RM
RM RM
RM
RM
RM
RM
RM
RM
RM
RM
15
F F
C
0.25
FTP
FATC
15
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
29
28 27 26 25 24 22
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
309F
STAFF ROOM
310B
COLLAB ROOM
303
SPECIAL
COLLECTIONS
CLASSROOM
302
COLLOCOTT
READING RM
301E
GROUP STUDY 310C
COLLAB ROOM
304A
EXHIBIT PREP
301A
TELECOM
301B
ELEC
307D
CONSULT
307C
CONSULT
305
SC SECURE STACKS
304
SC CLASSROOM
T301
WOMEN
T302
MEN/GN
307B
SC MEETING ROOM
301F
GROUP STUDY
301G
FIRE ALARM
301C
PRE ACTION
EL302
ELEVATOR 2
307
SPECIAL
COLLECTIONS
READING ROOM
308
SPECIAL
COLLECTIONS
ENTRY
306
SC STAFF
WORKROOM
310
OPEN READING
ROOM
309E
OFFICE - D&A
309C
INTER LIBRARY
LOAN 309A
MEETING ROOM
309H
OFFICE - D&A
309D
OFFICE - D&A
?
?
309G
STORAGE
ST103
STAIR 3
310A
STORAGE
ST301
STAIR 1
EL301
ELEVATOR 1
EL303
ELEVATOR 3
ST302
STAIR 2
PROVIDE AIR SAMPLING SMOKE DETECTION
FOR SPECIAL COLLECTIONS VIA CEILING
MOUNTED SAMPLING PORTS FOR
PREACTION RELEASING. EXTEND TEST PORT
BACK TO AIR SAMPLING SMOKE DETECTOR.
OPEN TO ABOVE
OPEN TO ABOVE
(WF)
(TS)
(TS)
(WF)
(LPS)
(RPA)
(ASD1)
(ASD2)
(ASDP)
(ASDT)
(ASDT)
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD FSD
FSD
FSD
FSD
FSD
FSD FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FSD
?
?
309
DISCOVERY &
ACCESS
309J
PHONE (ADA)
301D
PHONE
S303
SHAFT
S304
SHAFT
S307
SHAFT
305B
SC SECURE HALL
S301
SHAFT
S302
SHAFT
S305
SHAFT S306
SHAFT
305A
VEST
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 11:06:29 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FA203
FIRE ALARM LEVEL 3 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
GENERAL NOTES:
1. REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING
PLANS, ELEVATIONS, AND SECTIONS.
2.IN AREAS WITH FINISHED CEILINGS, LOCATE CEILING MOUNTED DEVICES AND APPLIANCES IN THE CENTER OF SUSPENDED CEILING
TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND N-LINE WITH ADJACENT CEILING FIXTURES.
3.LOCATE WALL MOUNTED DEVICES AND APPLIANCES IN ACCORDANCE WITH NFPA 72 REQUIREMENTS AND IN ALIGNMENT WITH
ADJACENT WALL MOUNT SWITCHES, WALL PLATES AND SIMILAR ELEMENTS.
4.LOCATE CEILING MOUNTED SMOKE AND HEAT DETECTORS WITH RESPECT TO CEILING POCKETS AND OBSTRUCTIONS SUCH AS
EXPOSED BEAMS AND SOFFITS IN ACCORDANCE WITH NFPA 72.
5.COMPLY WITH NFPA 72 AND THE DESIGN INTENT INDICATED ON THE DRAWINGS WITH RESPECT TO INTERFACES REQUIRED FOR
EMERGENCY CONTROL FUNCTIONS SUCH AS (BUT NOT LIMITED TO) ELEVATOR RECALL, FIRE / SMOKE DAMPER OPERATION, AND
HVAC UNIT SHUTDOWN. DETERMINATION OF THE EXACT QUANTITY AND ARRANGEMENT OF INTERFACE MODULES REQUIRED
SHALL BE THE RESPONSIBILITY OF THE INSTALLER'S QUALIFIED DESIGNER.
6.SHOP DRAWINGS INCLUSIVE OF DEVICE AND APPLIANCE LAYOUTS, PATHWAYS AND CIRCUITING, COMPONENT ADDRESSES,
EMERGENCY CONTROL INTERFACES AND CORRESPONDING CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED
DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE ALARM SYSTEM INSTALLATION
PERMITS.
NO. DATE DESCRIPTION
1 03/27/18 PACKAGE 4 - ADDENDUM #2
SHEET NOTES:
1. SUPERVISE ADDRESSABLE INTERFACE MODULES ASSOCIATED WITH MAIN ELECTRICAL PREACTION / AIR SAMPLING SMOKE
DETECTOR VIA FIRE SUPPRESSION CONTROL UNIT SLC.
RAI F30
C
0.25
75
C
0.25
75
C
0.25
C
0.25
RAI
75
C
2.0
75
C
2.0
75
C
2.0
F
15
C
0.25
15
C
0.25
15
C
0.25 75
C
0.25
75
C
0.25
C
0.25
C
0.25
C
0.25
15
C
0.25
C
0.25
MM
MM
MD MDRAI
RM
RM
RM
RM RMRMRMRM
RM RM
RM RM
RM
RM
RM
RM RM
RM RM
RM RM
RM RM
DART
BDA
RAI
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
29
28 27 26 25 24 22
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
23 21 20 19 18 17 16 15 14 13 12 11 10 9 8
29
28 27 26 25 24 22
A
D
D.9
F.3
H
J
- K
EXK
E.5
D.4
G
D.3
C.9
24.328.4
D.8
E
F
E.7
13.6
C
D.1
B
E.3
17.8
15.8 13.9
E.6
25.5 20.521.2 19.2 15.717.5
G.6
K.1
K
26.527.127.3 25.7
D.7
E.1
25.3
24.5
F.9
401
ROOFTOP READING
ROOM
405
EXTERIOR TERRACE
403
CATERING PREP
402
MECHANICAL ROOM
ST402
STAIR 2
ST401
STAIR 1
EL403
ELEVATOR 3
EL402
ELEVATOR 2
402B
TELECOM
402C
ELEC
401A
FIRE ALARM
OPEN TO ABOVE
(WF)
(TS)
(ETSO)
(ETLO)
FSD
FSD FSDFSDFSDFSD
SD SD
STP-AHU-3 STP-AHU-3
FSD
FSD
FSD
SD SD
STP-AHU-2 STP-AHU-2
SD SD
STP-AHU-1 STP-AHU-1
1
1
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
1/8" = 1'-0"4/5/2018 11:06:44 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FA204
FIRE ALARM LEVEL 4 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
GENERAL NOTES:
1. REFER TO ARCHITECTURAL & STRUCTURAL SERIES DRAWINGS FOR STRUCTURAL FRAMING PLANS, DETAILED REFLECTED CEILING
PLANS, ELEVATIONS, AND SECTIONS.
2.IN AREAS WITH FINISHED CEILINGS, LOCATE CEILING MOUNTED DEVICES AND APPLIANCES IN THE CENTER OF SUSPENDED CEILING
TILES, ALONG THE CENTER-LINE OF CEILING FEATURES AND N-LINE WITH ADJACENT CEILING FIXTURES.
3.LOCATE WALL MOUNTED DEVICES AND APPLIANCES IN ACCORDANCE WITH NFPA 72 REQUIREMENTS AND IN ALIGNMENT WITH
ADJACENT WALL MOUNT SWITCHES, WALL PLATES AND SIMILAR ELEMENTS.
4.LOCATE CEILING MOUNTED SMOKE AND HEAT DETECTORS WITH RESPECT TO CEILING POCKETS AND OBSTRUCTIONS SUCH AS
EXPOSED BEAMS AND SOFFITS IN ACCORDANCE WITH NFPA 72.
5.COMPLY WITH NFPA 72 AND THE DESIGN INTENT INDICATED ON THE DRAWINGS WITH RESPECT TO INTERFACES REQUIRED FOR
EMERGENCY CONTROL FUNCTIONS SUCH AS (BUT NOT LIMITED TO) ELEVATOR RECALL, FIRE / SMOKE DAMPER OPERATION, AND
HVAC UNIT SHUTDOWN. DETERMINATION OF THE EXACT QUANTITY AND ARRANGEMENT OF INTERFACE MODULES REQUIRED
SHALL BE THE RESPONSIBILITY OF THE INSTALLER'S QUALIFIED DESIGNER.
6.SHOP DRAWINGS INCLUSIVE OF DEVICE AND APPLIANCE LAYOUTS, PATHWAYS AND CIRCUITING, COMPONENT ADDRESSES,
EMERGENCY CONTROL INTERFACES AND CORRESPONDING CALCULATIONS SHALL BE PREPARED BY THE INSTALLER'S QUALIFIED
DESIGNER. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND SHALL BE USED FOR FIRE ALARM SYSTEM INSTALLATION
PERMITS.
NO. DATE DESCRIPTION
1 03/27/18 PACKAGE 4 - ADDENDUM #2
ASAS
AS
AS
AS
AS
CAX
FACU
MICR
FSRU
DART
AMP
RPS
BDA
ACE
ACE
ACE
ACE
ACE
ACE
FAA
MICR
B
SLC,24V
FATC
AMP
RPS
AMP
RPS
ASDPASDP
ASDP
ASDP
ASDP
ASDP
AMP
RPS CAXCAXCAXCOM,DVC,24V
EQUIPMENT KEY NOTES (01-09):DEVICE KEY NOTES (20-29):CIRCUIT KEY NOTES (10-19):FIRE ALARM CIRCUIT LEGEND
"--"
"COM"
"CAX"
"DVC"
"NAC"
"SLC"
"STR"
"SPK"
"24V"
NETWORK COMMUNICATION (CLASS X)
COAXIAL CABLE
DIGITAL VOICE COMMUNICATION (CLASS X)
PRIVATE MODE NOTIFICATION APPLIANCE CIRCUIT (CLASS B)
SIGNALING LINE CIRCUIT (CLASS A)
STROBE CIRCUIT (CLASS A)
SPEAKER CIRCUIT (CLASS A)
24VDC POWER
NEILSON LIBRARY
NOTE: THESE RISER DIAGRAMS ARE INTENDED TO CONVEY DESIGN INTENT AND
ARE DIAGRAMMATIC NATURE. THE FIRE ALARM VENDOR(S) SHALL DETERMINE THE
QUANTITY OF SPEAKER/STROBE CIRCUITS, POWER SUPPLIES, AMPLIFIERS &
BATTERIES BASED UPON CALCULATIONS OUTLINED IN THE PROJECT
SPECIFICATION.
INSTALL COAXIAL CABLING FROM LEVEL G
FA CLOSET TO BASEMENT WITHIN RACEWAY
IN LEVEL G SLAB
2-HR STACKED FA CLOSET (TYP)
2-HR EMERGENCY
ELECTRICAL CLOSET
LEVEL G
LEVEL 1
LEVEL 2
LEVEL 3
ROOF
LOWER LEVEL
PROTECTED PREMISES FIRE ALARM CONTROL
UNIT (FACU) WITH EMERGENCY VOICE
COMMUNICATION (ECS).
REMOTE FIRE ALARM ANNUNCIATOR (FAA) WITH
EMERGENCY VOICE PAGING STATION.
SPEAKER CIRCUITS (SPK) - USED FOR PUBLIC
MODE OCCUPANT NOTIFICATION, VIA FIRE ALARM
VOICE EVACUATION SPEAKER APPLIANCES. FINAL
EQUIPMENT QUANTITIES TO BE COORDINATED AND
SHOWN ON SHOP DRAWINGS.
PROTECTED PREMISES SIGNALING LINE CIRCUIT
(SLC) - USED FOR INITIATING DEVICES SUCH AS:
PULL STATIONS, AREA SMOKE DETECTORS, DUCT
SMOKE DETECTORS, CONTROL RELAYS,
SPRINKLER SYSTEM SUPERVISION, ETC.
FIRE ALARM STROBE CIRCUITS (STR) - USED FOR
PUBLIC MODE OCCUPANT NOTIFICATION, VIA
STROBE APPLIANCES. FINAL EQUIPMENT
QUANTITIES TO BE COORDINATED AND SHOWN ON
SHOP DRAWINGS.ACCESSORY CABINET ENCLOSURE W/
ADDRESSABLE MODULES FOR PREACTION / AIR
SAMPLING SMOKE DETECTION INTERFACE.
TRANSPONDER CABINET WITH POWER SUPPLIES
AND AMPLIFIERS (FINAL QUANTITY DETERMINED BY
FIRE ALARM VENDOR)
FIRE ALARM TERMINAL CABINET (FATC).
ELECTRIC WATERFLOW BELL LOCATED ABOVE
SPRINKLER/STANDPIPE
FIRE DEPARTMENT CONNECTION
EXTERIOR ROTATING BEACON LOCATED
ADJACENT TO MAIN ENTRANCE FROM DEDICATED
STR CIRCUIT.
YAGI DONOR ANTENNA
BI-DIRECTIONAL AMPLIFIER (BDA)
RELEASING SERVICE FIRE ALARM CONTROL UNIT
(FACU) NETWORKED TO PROTECTED PREMISES
FACU
24VDC POWER TO SUPPRESSION SYSTEM
SOLENOID.
PREACTION SOLENOID MAINTENANCE KEY BYPASS
SWITCH SUPERVISED BY ADDRESSABLE MONITOR
MODULE (TYP FOR 6).
RELEASING SERVICE SIGNALING LINE CIRCUIT
(SLC) - USED FOR INITIATING DEVICES SUCH AS:
PULL STATIONS, AREA SMOKE DETECTORS,
CONTROL RELAYS, SPRINKLER SYSTEM
SUPERVISION, ETC.
DIGITAL ALARM RADIO TRANSMITTER (DART) - FOR
COMMUNICATION TO REMOTE SUPERVISING
STATION. REFER TO PROJECT SPECIFICATIONS
FOR FAS INTERFACE REQUIREMENTS.
COAXIAL CABLE (COX) - USED FOR INTERIOR
TWO-WAY RADIO ENHANCEMENT VIA
OMNI-DIRECTIONAL REPEATERS. FINAL REPEATER
QUANTITIES/LOCATIONS TO BE DETERMINED VIA
SYSTEM VENDOR.
WIREWAY
120VAC120VACNODE 1
BATTBATTSPK
STR
SPK
STR
SLC
SPK
STR
SPK
STR
LEVEL 4
WIREWAY
SPK
STR
SPK
STR
SLC
120VAC
BATTERIES
WIREWAY
SPK
STR
SPK
STR
SLC
120VAC
BATTERIES
WIREWAY
SPK
STR
SPK
STR
SLC
120VAC
BATTERIES
WIREWAY
SPK
STR
SPK
STR
SLC
120VAC
BATTERIES
WIREWAY
NODE 2
WIREWAY
WIREWAY
WIREWAY
WIREWAY
NOT USED.
DEDICATED NOTIFICATION APPLIANCE CIRCUIT
(NAC) - USED FOR EXTERIOR NOTIFICATION
APPLIANCES SUCH AS: ROTATING BEACONS,
BELLS, ETC.
CLASS A RETURN TO FACU / FSRU.
24VDC POWER TO DOOR HOLD OPENS.
NOT USED.
SUPPLY PATHWAY RISERRETURN PATHWAY RISERSUPPLY PATHWAY RISERRETURN PATHWAY RISER
AIR SAMPLING SMOKE DETECTOR / POWER SUPPLY.
RETURN PATHWAY RISER
WIREWAY 120VACBATTCAX
CAX
CAX
CAX
CAX
CAX 120VACBATT24V
24V
24V
24V
SLC
24V
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
21
1211
15
10
18
8
8
6
1211
15
10
18
5
1211
15
10
18
5
1211
15
10
18
5
1211
15
10
18
1211
15
22
2
1
1413
4
24
4
24
17
10
17
5
4
24
3
16
1623
20
4
24
4
24
4
24
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NONE
4/5/2018 11:06:50 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FA501
FIRE ALARM RISER
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
SCALE:R1Q W2E3R4T5Y6U7I8O9P0
SPACEN MBVCXZA S D F G H J K L
!,@=%:\.I ?
LowerCase EnterEsc
Esc
PO WERFI RE ALARMPRE- A LARMSECUR I TYSUPERV I SO RYSYSTEMO THERSI G NALSPO I NTCPUSI LEN CEDFAI LUREDI SABLED
TRO UBLEEVENT
RESETFI RE ALARM
TRO UBLEO THER EVENT
SUPERV I SO RY
DRI LLSYSTEMSI LENCESI G NALACKNO W LEDG E
SCROLL DISPLAY
S C RO L L D IS P LA YSCROLL DISPLAY
H O LD 2 S EC .
SCROLL DISPLAY
-()
+
&/
#*SELECTI O N
SELECTI O NPREVI O USNEXT
LAM P F1PRI NTDI SABLE
TESTSCREEN
ENABLE
SECUR I TYSCROLL DISPLAY
CO NTRO LSACTI VE
BATTERYLEVELS F2
ALARM ALARM
NORM
TEST
FIRE ALARM SHOP DRAWING CONTENT REQUIREMENTS4
NONESCALE:
SCALE:
FIRE ALARM DEVICE LABEL REQUIREMENTS9
NONE
15
0.5W
0.5W
C
110
0.5W
C300.5W0.5W
C
F
RM
RAI3170A
WORKROOM
60"
MAX
EQ EQ
48" AFF
80"-96" AFF
72" AFF
MAX
12" AFF
MIN
48" AFF
MAX
P ULL DO W N
FIRE
O N
O F F
AL ARM
O N
O F F
O N
O F F
F
E
IRRI
E
F
F I R E
A5:36
ALARM
ELEC RM SMOKE
A5:36
ALARM
NORMTESTAHU-1 SUPPLY
SCALE:
SCALE:
SCALE:
SCALE:SCALE:
SCALE:
SYSTEM FIRE DETECTOR BASE WIRING SCHEMATIC1
NONE
MANUAL PULL STATION WIRING SCHEMATIC8NONE
INTERFACE MONITOR MODULE WIRING SCHEMATIC2
NONE
INTERFACE RELAY MODULE WIRING SCHEMATIC5
NONE
NOTIFICATION APPLIANCE (VOICE) WIRING SCHEMATIC3
NONE
WALL-MOUNT DEVICE AND APPLIANCE CRITERIA6
NONE
CABINET MOUNTING HEIGHTS7
NONE
1305
OFFICE
1306
ELEC
1307
CLASSROOM
FSD
N2-L2-23 N2-L2-24
N2-L2-25
N2-L2-26
SP1-4
ST2-3 SP1-1
SP1-2
ST2-1
SP1-3
ST2-2
SP1-5 N2-SP1
N2-ST2
N2-L2
NOTES:
1. SHOP DRAWINGS SHALL INCLUDE ALL ADDRESSABLE LOOP WIRING AND ALL NOTIFICATION CIRCUIT
WIRING. IDENTIFY ALL ISOLATION MODULES, END OF LINE RESISTORS.
2. SHOP DRAWINGS SHALL INCLUDE EACH ADDRESS FOR EACH DEVICE ON THE ADDRESSABLE LOOP. ALL
MODULES SHALL BE LABELED FOR FUNCTION (I.E. FSD FOR FIRE SMOKE DAMPER, ETC).
3. SHOP DRAWINGS SHALL INCLUDE EACH AUDIBLE DEVICE SPEAKER TAP SETTING AND SPEAKER CIRCUIT
NUMBER.
4. SHOP DRAWINGS SHALL INCLUDE EACH VISIBLE DEVICE STROBE SETTING AND NAC CIRCUIT NUMBER.
N1-L2-D24
SP1-1
FIRE ALARM STROBE DEVICE NUMBERING
ST1-1
N1-L5-D34
N1-L5-M33N1-L5-D35
N1-L5-D36
AHU-1 SUPPLY
ELEC RM 332
SP1-5 / ST1-5ADDRESSABLE DEVICE NUMBERING
SPEAKER DEVICE NUMBERING
SPEAKER
CIRCUIT
DEVICE
NUMBER
STROBE
CIRCUIT
DEVICE
NUMBER
NOTES:
1. PROVIDE A LABEL ON ALL FIRE ALARM DEVICES.
UTILIZE CLEAR USE SELF-ADHESIVE VINYL LABELS,
WITH LETTERING EASILY VISIBLE WITHOUT A LADDER.
2. LABEL ALL DEVICES WITH ADDRESS, ZONE
INFORMATION AND/OR APPLICABLE EQUIPMENT
MONITORED (I.E. AHU-1 SUPPLY).
MANUAL PULL
STATION
DETECTOR
NOTIFICATION
APPLIANCE REMOTE ALARM
INDICATOR
REMOTE ALARM
INDICATOR / TEST STATION
LABEL
LABEL
LABEL
LABEL
LABEL
ADDRESSABLE FIRE
DETECTOR BASE
RAI
(+) (-) (-)
(+) (-)
SLC FROM PREVIOUS
DEVICE OR FACU
SLC TO NEXT DEVICE
(CLASS A: RETURN TO FACU)
PROVIDE RAI AS REQUIRED
ADDRESSABLE
PULL STATION
(+) (-)
SLC FROM PREVIOUS
DEVICE OR FACU
SLC TO NEXT DEVICE
(CLASS A: RETURN TO FACU)
ADDRESSABLE
MONITOR MODULE
INTERFACE
SWITCH
(+)
(+)
(+)
(+)
(-)
(-)
(-)
(-)
NO
CEOL
SLC FROM PREVIOUS
DEVICE OR FACU
SLC TO NEXT DEVICE
(CLASS A: RETURN TO FACU)
ADDRESSABLE
RELAY MODULE
INTERFACE
CONTACT
SLC TO NEXT DEVICE
(CLASS A: RETURN TO FACU)
SLC FROM PREVIOUS
DEVICE OR FACU
(+)
(+)
(-)
(-)
NO
C
NO
NC
NC
C
(+)
(-)
(+)
(-)
INTERFACE
CONTACT
SPEAKER / STROBE
NOTIFICATION
APPLIANCE
(+) (-)
SPEAKER
NOTIFICATION
APPLIANCE
(+) (-)STROBE
NOTIFICATION
APPLIANCE
SPEAKER CIRCUIT TO NEXT
APPLIANCE (CLASS A:
RETURN TO AMPLIFIER)
SPEAKER CIRCUIT FROM
PREVIOUS APPLIANCE OR
AMPLIFIER
(+) (-)(+) (-)
STROBE CIRCUIT TO
NEXT APPLIANCE
(CLASS A: RETURN TO
POWER SUPPLY)
STROBE CIRCUIT FROM
PREVIOUS APPLIANCE OR
POWER SUPPLY
FINISHED
FLOOR
FIRE ALARM
NOTIFICATION
APPLIANCES.
REMOTE TEST SWITCH
REMOTE ALARM
INDICATOR
FIRE ALARM
PULL STATION
2" MIN
℄
2" MIN
IDENTIFY THE NODE NUMBER
IDENTIFY THE ADDRESSABLE
LOOP CARD NUMBER
IDENTIFY THE CIRCUIT NUMBER
IDENTIFY THE NODE NUMBER
ADDRESSABLE LOOP
CARD NUMBER ADDRESSABLE DEVICE
NUMBER
D = DETECTOR
M = MODULE
NODE NUMBER
FIRE ALARM CONTROL
UNIT WITH DISPLAY
FIRE ALARM
CONTROL UNIT
FINISHED
FLOOR
POWER
SUPPLY
BATTERY
CABINET
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NONE
4/5/2018 11:06:57 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FA601
FIRE ALARM DETAILS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
FIRE ALARM SYSTEM OUTPUTS
CONTROL UNIT
ANNUNCIATION
NOTIFICATION REQUIRED FIRE SAFETY CONTROL
AUDIBLE / VISUAL SUPERVISING
STATION ELEVATORS MECHANICAL
ACTUATE COMMON ALARM SIGNAL INDICATOR &AUDIBLE ALARM SIGNALACTUATE COMMON SUPERVISORY SIGNALINDICATOR & AUDIBLE SUPERVISORY SIGNALACTUATE COMMON TROUBLE SIGNAL INDICATOR& AUDIBLE TROUBLE SIGNALDISPLAY LCD CHANGE OF STATUSACTIVATE PRE-ALERT TONE FOLLOWED BYGENERAL VOICE INSTRUCTIONS THROUGHOUTBUILDINGACTIVATE AUDIBLE OCCUPANT EVACUATIONSIGNALS THROUGHOUT BUILDINGRECALL ASSOCIATED ELEVATOR(S) TOALTERNATE RECALL LEVELINTERMITTENTLY FLASH VISUAL WARNINGINDICATOROVERRIDE LIGHTNING CONTROLS TO NORMALMODEDEACTIVATE AUDIO/VISUAL CONTROLSA B C D E F G
ALARM INITIATING DEVICES1 SPRINKLER ZONE WATER FLOW
2
3
6
7
8
9
EMERGENCY
COMMUNICATIONS
SWITCH TO REDUNDANT/BACK UPAMPLIFIER/TONE GENERATORILLUMINATE ELEVATOR VISUAL WARNING SIGNAL14
MANUALPAGINGZONESTROUBLE CONDITIONSH I L M N O P Q R S T U V
FIRE ALARM SYSTEM INPUTSW
15
16
17
29
30
18
19
20
21
22
23
25
4
5
10
11
12
13
24
MANUAL PULL STATION
AREA SMOKE DETECTOR
ELEVATOR MACHINE ROOM SMOKE DETECTOR
ELEVATOR LOBBY SMOKE DETECTOR (PRIMARY RECALL FLOOR)
DUCT MOUNTED SMOKE DETECTOR (FIRE/SMOKE DAMPER)
BDA SUPERVISORY (ANTENNA MALFUNCTION, SIGNAL
BOOSTER FAILURE, LOW BATTERY)
LIVE BROADCAST - PER FLOOR
LIVE BROADCAST - ALL CALL
BUILDING PRE- RECORDED MESSAGE TO ALL EVACUATION ZONES
FIRE ALARM SYSTEM LOW BATTERY
FIRE ALARM OPEN CIRCUIT
FIRE ALARM GROUND FAULT
FIRE ALARM BATTERY DISCONNECT
FIRE ALARM SYSTEM BATTERY CHARGER FAILURE
FIRE ALARM SYSTEM DEVICE COMMUNICATION FAILURE
FIRE ALARM SYSTEM INITIATING DEVICE FAILURE
FIRE ALARM SYSTEM AMPLIFIER FAILURE
FIRE ALARM SYSTEM DIGITAL VOICE GENERATOR FAILURE
FIRE ALARM AC POWER FAILURE
FIRE ALARM CONTROL UNIT PROCESSOR FAILURE CLOSE ASSOCIATED FIRE/SMOKE DAMPERENERGIZE ASSOCIATED PREACTION SOLENOIDVALVEX Y
FP
TRANSMIT ALARM SIGNAL TO SECURITY ACCESSCONTROL PANELSRECALL FIRE SERVICE ELEVATOR(S) TO PRIMARYRECALL LEVELELEVATOR LOBBY SMOKE DETECTOR (ALL OTHER FLOORS)ACTIVATE EXTERIOR ROTATING BEACONSUPERVISORYINITIATING DEVICESAIR SAMPLING SMOKE DETECTOR- PRE-ALARM (ALERT/ACTION)
PREACTION SPRINKLER LOW AIR PRESSURE SWITCH
27
26 ACTIVATED ASSOCIATED PAGING ZONE(S) ANDBROADCAST MESSAGEJ K TRANSMIT ALARM SIGNAL TO SUPERVISINGSTATIONTRANSMIT SUPERVISORY SIGNAL TOSUPERVISING STATIONTRANSMIT TROUBLE SIGNAL TO SUPERVISINGSTATION28
FIRE WATER SERVICE LOW PRESSURE SWITCH OVERRIDE FIRE ALARM VOICE EVACUATIONMESSAGEACTIVATE EXTERIOR WATERFALL BELLZ AASHUT DOWN ASSOCIATED HVAC EQUIPMENT &CLOSE ASSOCIATED SMOKE DAMPER(S)SPECIAL COLLECTIONS/TRANSFORMER VAULT AIR
SAMPLING SMOKE DETECTOR - FIRE 1
SPECIAL COLLECTIONS/TRANSFORMER VAULT AIR
SAMPLING SMOKE DETECTOR - FIRE 2
SPRINKLER / STANDPIPE CONTROL VALVE TAMPER
DUCT MOUNTED SMOKE DETECTOR (AIR HANDLING SYSTEM)
BDA SUPERVISORY (LOSS OF AC POWER BATTERY
CHARGER FAILURE)
SECURITY/LIFE SAFETY
ACTIVATE VISUAL OCCUPANT EVACUATIONSIGNALS THROUGHOUT BUILDINGRELEASE MAGNETICALLY HELD DOORSTHROUGHOUT BUILDINGRELEASE HOISTWAY SMOKE RELIEF VENTA B C D E F G H I L M N O P Q R S T U V W X YJ K Z AA
1
2
3
6
7
8
9
14
15
16
17
29
30
18
19
20
21
22
23
25
4
5
10
11
12
13
24
27
26
28
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
NONE
4/5/2018 11:07:04 AMC:\Users\JMacLeod\Documents\RGV-MEP_4786_SNL_CENTRAL-v17_JMacLeod@Vanderweil.com.rvt4786.000
FA701
FIRE ALARM MATRIX
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
04/06/2018
NO. DATE DESCRIPTION
BASE BUILDING HVAC FIRE ALARM SEQUENCES OF OPERATION:
1. UPON ACTIVATION OF A DUCT MOUNTED SYSTEM SMOKE DETECTOR ASSOCIATED WITH A
FIRE/SMOKE DAMPER THE ASSOCIATED DAMPER SHALL BE CLOSED THROUGH THE FIRE ALARM
SYSTEM, THE FIRE ALARM SYSTEM LCD SHALL DISPLAY THE CHANGE IN STATUS, THE LOCAL
AUDIBLE/VISUAL INDICATORS ON THE FIRE ALARM CONTROL UNIT SHALL ACTUATE AND A
SUPERVISORY SIGNAL SHALL BE TRANSMITTED TO THE SUPERVISING STATION.
2. UPON A SIGNAL FROM THE BUILDING AUTOMATION SYSTEM BAS THAT AN AIR HANDLING SYSTEM
(AHU 1/2, AHU-5/RF-3, TEF-1, EF-1, EF-2) IS OFF THE FIRE ALARM SYSTEM SHALL CLOSE ALL FIRE
SMOKE DAMPERS ASSOCIATED WITH THAT AIR HANDLING SYSTEM. DAMPERS SHALL BE RE-
OPENED ONCE THE BAS HAS CLEARED THE "OFF" STATUS. PROVIDE FIVE (5) MONITOR MODULES
FOR SUPERVISION OF ON/OFF STATUS FROM THE BAS. MODULES NOT SHOWN ON PLANS –
COORDINATE LOCATIONS WITH DIVISION 23.
3. UPON ACTIVATION OF A DUCT MOUNTED SYSTEM SMOKE DETECTOR LOCATED AT A FAN THE FIRE
ALARM SYSTEM SHALL SHUTDOWN THE ASSOCIATED FAN, THE FIRE ALARM LCD SHALL DISPLAY
THE CHANGE IN STATUS, THE LOCAL AUDIBLE/VISUAL INDICATORS ON THE FIRE ALARM CONTROL
UNIT SHALL ACTUATE AND A SUPERVISORY SIGNAL SHALL BE TRANSMITTED TO THE SUPERVISING
STATION.
SINGLE INTERLOCK PREACTION SEQUENCE OF OPERATION (SPECIAL COLLECTIONS / MAIN ELECTRICAL
ROOM):
1. UPON ACTIVATION OF A FIRE 2 SIGNAL FROM AN AIR SAMPLING SMOKE DETECTION SYSTEM THE
ASSOCIATED PREACTION SOLENOID SHALL BE ENERGIZED; WATER WILL ENTER SYSTEM PIPING
BUT ONLY DISCHARGE THROUGH HEAT-ACTIVATED SPRINKLERS.
2. COMPLY WITH INPUT/OUTPUT FUNCTIONS INDICATED ON MATRIX ON THIS DRAWING FOR
RELEASING SYSTEM PROGRAMMING.
1. PREPARE, IN NARRATIVE AND DRAWING FORMAT AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION (AHJ), A
FORMAL IMPAIRMENT PLAN IDENTIFYING AT A MINIMUM THE FOLLOWING:
A. STATUS OF BUILDING OCCUPANCY (OR VACANCY) DURING CONSTRUCTION.
B. DURATION AND TIMING OF FIRE ALARM SYSTEM SHUTDOWNS.
C. NECESSARY PROVISIONS FOR TEMPORARY CIRCUITING CONNECTIONS TO EXISTING DEVICES AND APPLIANCES
TO REMAIN IN SERVICE.
D. PROVISIONS FOR TEMPORARY FIRE PROTECTION SYSTEMS SUCH AS LINEAR HEAT DETECTION.
2. COORDINATE IMPAIRMENT PLAN WITH THE GENERAL CONTRACTOR FOR INCORPORATION INTO THE NFPA 241 FIRE
SAFETY PROGRAM PREPARED BY THE GENERAL CONTRACTOR.
3. FIRE ALARM SYSTEM OUTSIDE OF WORK AREA: INITIATING DEVICES, OUTPUT FUNCTIONS, AND NOTIFICATION
APPLIANCES IN AREAS ADJACENT TO THE WORK AREA MUST REMAIN IN SERVICE THROUGHOUT THE DURATION OF
CONSTRUCTION. PROVIDE TEMPORARY CIRCUIT CONNECTIONS AS NECESSARY TO MAINTAIN SERVICE UNTIL NEW
CIRCUITS ARE COMPLETED.
4. FIRE ALARM SYSTEM WITHIN WORK AREA: PROTECT EXISTING FIRE ALARM EQUIPMENT, DEVICES, AND APPLIANCES
TO REMAIN IN SERVICE WITHIN THE WORK AREA FROM CONSTRUCTION RELATED LIQUIDS, DEBRIS, AND DUST
INFILTRATION. REPLACE WITH NEW EQUIPMENT, DEVICES, OR APPLIANCES THAT ARE CONTACTED BY
CONSTRUCTION RELATED LIQUIDS, DEBRIS, DUST OR SIMILAR.
5. FIRE ALARM PULL BOXES WITHIN WORK AREA: MAINTAIN MANUAL PULL BOXES AT EXITS WITHIN WORK AREA.
REPLACE PULL BOXES WITH NEW AT THE CONCLUSION OF CONSTRUCTION.
7. SMOKE AND HEAT DETECTORS WITHIN WORK AREA: PROTECT EXISTING DETECTORS TO REMAIN IN SERVICE WITHIN
WORK AREA FROM DUST & DEBRIS THROUGHOUT THE DURATION OF CONSTRUCTION.
8. FIRE ALARM NOTIFICATION APPLIANCES WITHIN WORK AREA: MAINTAIN NOMINAL AUDIBLE AND VISIBLE SIGNALING
WITHIN THE WORK AREA. AT A MINIMUM, LOCATE COMBINATION SPEAKER / STROBE APPLIANCES AT EACH EXIT FROM
THE WORK AREA.
9. FIRE ALARM INTERFACE MODULES WITHIN WORK AREA: MAINTAIN THE OPERATION OF EXISTING INPUT AND OUTPUT
INTERFACE MODULES TO EXISTING EQUIPMENT REMAINING IN SERVICE THROUGHOUT THE DURATION OF
CONSTRUCTION.
FIRE ALARM SYSTEM IMPAIRMENTS
1. PROVIDE TEMPORARY FIXED-TEMPERATURE LINEAR HEAT DETECTION IN WORK AREAS WHERE THE SPRINKLER
SYSTEM WILL BE IMPAIRED FOR LONGER THAN ONE (1) WORKING DAY OR AS OTHERWISE DIRECTED BY THE
AUTHORITY HAVING JURISDICTION (AHJ). COORDINATE REQUIREMENTS FOR TEMPORARY HEAT DETECTION WITH
DIVISION 21 WORK.
2. CABLE ALARM TEMPERATURE: 190°F.
3. CABLE SPACING: WITHIN EACH BEAM POCKET, RUN PARALLEL TO BEAMS.
4. SUPERVISION: LINEAR HEAT DETECTION SHALL BE SUPERVISED BY THE BUILDING FIRE ALARM SYSTEM. ACTIVATION
OF THE HEAT DETECTION SHALL INITIATE THE BUILDING ALARM SEQUENCE OF OPERATION.
TEMPORARY LINEAR HEAT DETECTION
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
A/V, ACOUSTICS, IT, AND SECURITY CONSULTANT
The Sextant Group
SUSTAINABILITY CONSULTANT
Transsolar Inc.
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman Associates
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
220 East 23rd Street
Suite 403
New York, NY 10010
244 Madison Avenue
Suite 311
New York, NY 10016
8/2/20166:29:28PMC:\2015RevitLocals\4786_SNL_ARCH_CENTRAL_v2015_afocht@shepleybulfinch.com.rvt4786.000
04/06/2018
Neilson Library
Smith College
NeilsonLibraryNorthampton, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
FAD001
FIRE ALARM
IMPAIRMENT NOTES
NONE
EX1 EX2 EX3 EX4 EX5 EX6 EX7
EX8
EX9 EX11 EX12
EX14
EX16 EX17
EX18 EX20
EX21
EX22
EX23 EX24
EX25
EX26
EX27
EX28 EX29 EX30 EX32
EX31
EX33
EX34
EX35
EX36
EX37
EX38
EX39 EX40 EX41 EX42
EXZ
EXY
EXX
EXWEXV
EXU
EXT
EXR
EXQ
EXP
EXN
EXM
EXL
EXK
EXJ
EXH
EXG
EXF
EXE
EXD
EXC
EXB
EXA
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO
BELOW
OPEN TO
BELOW
OPEN
TO
BELOW
184' - 0 1/2"
183' - 5 1/2"
184' - 0 1/2"
DEMO OUTER LAYER. CONFIRM MAS.
WALL CONDITION - REVENEER IF REQ
B
4
F
5
BRIDGE TO
ALUMNAE GYM
SEE AD-101 AG
D
GENERAL NOTES:
1. COMPLY WITH IMPAIRMENT REQUIREMENTS ON FAD001.
KEY NOTES:
REMOVE ALL FIRE ALARM SYSTEMS THROUGHOUT.1
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
A/V, ACOUSTICS, IT, AND SECURITY CONSULTANT
The Sextant Group
SUSTAINABILITY CONSULTANT
Transsolar Inc.
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman Associates
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
220 East 23rd Street
Suite 403
New York, NY 10010
244 Madison Avenue
Suite 311
New York, NY 10016
8/2/20166:29:28PMC:\2015RevitLocals\4786_SNL_ARCH_CENTRAL_v2015_afocht@shepleybulfinch.com.rvt4786.000
04/06/2018
Neilson Library
Smith College
NeilsonLibraryNorthampton, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
FAD10A
LEVEL A
FIRE ALARM DEMOLITION
3/32"=1'-0"
UP
UP
UP
UP
UP
UP
UP
UP
UP
EXISTING STEAM TUNNEL
RAMP DN
EXISTINGSTEAM
TUNNEL
RAMP DN
STEPS DN
AREAWAY
BELOW
STEPS DN
EX1 EX2 EX3 EX4 EX5 EX6 EX7
EX8
EX9 EX11 EX12
EX14
EX16 EX17
EX18 EX20
EX21
EX22
EX23 EX24
EX25
EX26
EX27
EX28 EX29 EX30 EX32
EX31
EX33
EX34
EX35
EX36
EX37
EX38
EX39 EX40 EX41 EX42
EXZ
EXY
EXX
EXWEXV
EXU
EXT
EXR
EXQ
EXP
EXN
EXM
EXL
EXK
EXJ
EXH
EXG
EXF
EXE
EXD
EXC
EXB
EXA
HALF WALL
LINE OF
BUILDING
ABOVE
PNL.
PNL
FC FC
DUMB
WAITER
RAMP
DN.
175' - 11"
175' - 10"
B
4
F
5
D
GENERAL NOTES:
1. COMPLY WITH IMPAIRMENT REQUIREMENTS ON FAD001.
KEY NOTES:
REMOVE ALL FIRE ALARM SYSTEMS THROUGHOUT.1
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
A/V, ACOUSTICS, IT, AND SECURITY CONSULTANT
The Sextant Group
SUSTAINABILITY CONSULTANT
Transsolar Inc.
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman Associates
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
220 East 23rd Street
Suite 403
New York, NY 10010
244 Madison Avenue
Suite 311
New York, NY 10016
8/2/20166:29:28PMC:\2015RevitLocals\4786_SNL_ARCH_CENTRAL_v2015_afocht@shepleybulfinch.com.rvt4786.000
04/06/2018
Neilson Library
Smith College
NeilsonLibraryNorthampton, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
FAD10B
LEVEL B
FIRE ALARM DEMOLITION
3/32"=1'-0"
EX1 EX2 EX3 EX4 EX5 EX6 EX7
EX8
EX9 EX11 EX12
EX14
EX16 EX17
EX18 EX20
EX21
EX22
EX23 EX24
EX25
EX26
EX27
EX28 EX29 EX30 EX32
EX31
EX33
EX34
EX35
EX36
EX37
EX38
EX39 EX40 EX41 EX42
EXZ
EXY
EXX
EXWEXV
EXU
EXT
EXR
EXQ
EXP
EXN
EXM
EXL
EXK
EXJ
EXH
EXG
EXF
EXE
EXD
EXC
EXB
EXA
EXISTING NEILSON
LIBRARY ABOVE
B
4
F
5
D
EXIST.
STEAM
TUNNEL
EXIST.
MECH
TUNNEL TO
ALUMNAE
GYMNASIUM
EXIST.
MECH
TUNNEL
EXIST.
STEAM
TUNNEL
GENERAL NOTES:
1. COMPLY WITH IMPAIRMENT REQUIREMENTS ON FAD001.
KEY NOTES:
REMOVE ALL FIRE ALARM SYSTEMS THROUGHOUT.1
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
A/V, ACOUSTICS, IT, AND SECURITY CONSULTANT
The Sextant Group
SUSTAINABILITY CONSULTANT
Transsolar Inc.
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman Associates
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
220 East 23rd Street
Suite 403
New York, NY 10010
244 Madison Avenue
Suite 311
New York, NY 10016
8/2/20166:29:28PMC:\2015RevitLocals\4786_SNL_ARCH_CENTRAL_v2015_afocht@shepleybulfinch.com.rvt4786.000
04/06/2018
Neilson Library
Smith College
NeilsonLibraryNorthampton, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
FAD10C
LEVEL C
FIRE ALARM DEMOLITION
3/32"=1'-0"
EX1 EX2 EX3 EX4 EX5 EX6 EX7
EX8
EX9 EX11 EX12
EX14
EX16 EX17
EX18 EX20
EX21
EX22
EX23 EX24
EX25
EX26
EX27
EX28 EX29 EX30 EX32
EX31
EX33
EX34
EX35
EX36
EX37
EX38
EX39 EX40 EX41 EX42
EXZ
EXY
EXX
EXWEXV
EXU
EXT
EXR
EXQ
EXP
EXN
EXM
EXL
EXK
EXJ
EXH
EXG
EXF
EXE
EXD
EXC
EXB
EXA
192' - 2"
191' - 9"
B
4
F
5
D
GENERAL NOTES:
1. COMPLY WITH IMPAIRMENT REQUIREMENTS ON FAD001.
KEY NOTES:
REMOVE ALL FIRE ALARM SYSTEMS THROUGHOUT.1
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
A/V, ACOUSTICS, IT, AND SECURITY CONSULTANT
The Sextant Group
SUSTAINABILITY CONSULTANT
Transsolar Inc.
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman Associates
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
220 East 23rd Street
Suite 403
New York, NY 10010
244 Madison Avenue
Suite 311
New York, NY 10016
8/2/20166:29:28PMC:\2015RevitLocals\4786_SNL_ARCH_CENTRAL_v2015_afocht@shepleybulfinch.com.rvt4786.000
04/06/2018
Neilson Library
Smith College
NeilsonLibraryNorthampton, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
FAD101
LEVEL 1
FIRE ALARM DEMOLITION
3/32"=1'-0"
SLAB & BUILDING DEMO
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW OPEN TO BELOWOPENTOBELOW OPEN TO BELOW
EX1 EX2 EX3 EX4 EX5 EX6 EX7
EX8
EX9 EX11 EX12
EX14
EX16 EX17
EX18 EX20
EX21
EX22
EX23 EX24
EX25
EX26
EX27
EX28 EX29 EX30 EX32
EX31
EX33
EX34
EX35
EX36
EX37
EX38
EX39 EX40 EX41 EX42
EXZ
EXY
EXX
EXWEXV
EXU
EXT
EXR
EXQ
EXP
EXN
EXM
EXL
EXK
EXJ
EXH
EXG
EXF
EXE
EXD
EXC
EXB
EXA
OPEN TO BELOW
B
4
F
5
D
GENERAL NOTES:
1. COMPLY WITH IMPAIRMENT REQUIREMENTS ON FAD001.
KEY NOTES:
REMOVE ALL FIRE ALARM SYSTEMS THROUGHOUT.1
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
A/V, ACOUSTICS, IT, AND SECURITY CONSULTANT
The Sextant Group
SUSTAINABILITY CONSULTANT
Transsolar Inc.
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman Associates
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
220 East 23rd Street
Suite 403
New York, NY 10010
244 Madison Avenue
Suite 311
New York, NY 10016
8/2/20166:29:28PMC:\2015RevitLocals\4786_SNL_ARCH_CENTRAL_v2015_afocht@shepleybulfinch.com.rvt4786.000
04/06/2018
Neilson Library
Smith College
NeilsonLibraryNorthampton, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
FAD102
LEVEL 2
FIRE ALARM DEMOLITION
3/32"=1'-0"
EX1 EX2 EX3 EX4 EX5 EX6 EX7
EX8
EX9 EX11 EX12
EX14
EX16 EX17
EX18 EX20
EX21
EX22
EX23 EX24
EX25
EX26
EX27
EX28 EX29 EX30 EX32
EX31
EX33
EX34
EX35
EX36
EX37
EX38
EX39 EX40 EX41 EX42
EXZ
EXY
EXX
EXWEXV
EXU
EXT
EXR
EXQ
EXP
EXN
EXM
EXL
EXK
EXJ
EXH
EXG
EXF
EXE
EXD
EXC
EXB
EXA
B
4
F
5
D
GENERAL NOTES:
1. COMPLY WITH IMPAIRMENT REQUIREMENTS ON FAD001.
KEY NOTES:
REMOVE ALL FIRE ALARM SYSTEMS THROUGHOUT.1
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
A/V, ACOUSTICS, IT, AND SECURITY CONSULTANT
The Sextant Group
SUSTAINABILITY CONSULTANT
Transsolar Inc.
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman Associates
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
220 East 23rd Street
Suite 403
New York, NY 10010
244 Madison Avenue
Suite 311
New York, NY 10016
8/2/20166:29:28PMC:\2015RevitLocals\4786_SNL_ARCH_CENTRAL_v2015_afocht@shepleybulfinch.com.rvt4786.000
04/06/2018
Neilson Library
Smith College
NeilsonLibraryNorthampton, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
FAD103
LEVEL 3
FIRE ALARM DEMOLITION
3/32"=1'-0"
EX1 EX2 EX3 EX4 EX5 EX6 EX7
EX8
EX9 EX11 EX12
EX14
EX16 EX17
EX18 EX20
EX21
EX22
EX23 EX24
EX25
EX26
EX27
EX28 EX29 EX30 EX32
EX31
EX33
EX34
EX35
EX36
EX37
EX38
EX39 EX40 EX41 EX42
EXZ
EXY
EXX
EXWEXV
EXU
EXT
EXR
EXQ
EXP
EXN
EXM
EXL
EXK
EXJ
EXH
EXG
EXF
EXE
EXD
EXC
EXB
EXA
OPEN TO BELOW
OPEN TO
BELOW
OPEN TO
BELOW
OPEN TO BELOW
B
4
F
5
D
GENERAL NOTES:
1. COMPLY WITH IMPAIRMENT REQUIREMENTS ON FAD001.
KEY NOTES:
REMOVE ALL FIRE ALARM SYSTEMS THROUGHOUT.1
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
A/V, ACOUSTICS, IT, AND SECURITY CONSULTANT
The Sextant Group
SUSTAINABILITY CONSULTANT
Transsolar Inc.
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman Associates
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
220 East 23rd Street
Suite 403
New York, NY 10010
244 Madison Avenue
Suite 311
New York, NY 10016
8/2/20166:29:28PMC:\2015RevitLocals\4786_SNL_ARCH_CENTRAL_v2015_afocht@shepleybulfinch.com.rvt4786.000
04/06/2018
Neilson Library
Smith College
NeilsonLibraryNorthampton, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
FAD104
LEVEL 4
FIRE ALARM DEMOLITION
3/32"=1'-0"
EX1 EX2 EX3 EX4 EX5 EX6 EX7
EX8
EX9 EX11 EX12
EX14
EX16 EX17
EX18 EX20
EX21
EX22
EX23 EX24
EX25
EX26
EX27
EX28 EX29 EX30 EX32
EX31
EX33
EX34
EX35
EX36
EX37
EX38
EX39 EX40 EX41 EX42
EXZ
EXY
EXX
EXWEXV
EXU
EXT
EXR
EXQ
EXP
EXN
EXM
EXL
EXK
EXJ
EXH
EXG
EXF
EXE
EXD
EXC
EXB
EXA
B
4
F
5
D
GENERAL NOTES:
1. COMPLY WITH IMPAIRMENT REQUIREMENTS ON FAD001.
KEY NOTES:
REMOVE ALL FIRE ALARM SYSTEMS THROUGHOUT.1
1
NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
A/V, ACOUSTICS, IT, AND SECURITY CONSULTANT
The Sextant Group
SUSTAINABILITY CONSULTANT
Transsolar Inc.
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman Associates
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
220 East 23rd Street
Suite 403
New York, NY 10010
244 Madison Avenue
Suite 311
New York, NY 10016
8/2/20166:29:28PMC:\2015RevitLocals\4786_SNL_ARCH_CENTRAL_v2015_afocht@shepleybulfinch.com.rvt4786.000
04/06/2018
Neilson Library
Smith College
NeilsonLibraryNorthampton, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
FAD105
LEVEL 5
FIRE ALARM DEMOLITION
3/32"=1'-0"
JUNCTION CEILING BOX
JUNCTION WALL BOX
FLOOR BOX/FLOOR POKE-THRU DEVICE
TELECOM CEILING OUTLET
TELECOM WALL OUTLET
TELECOM FLOOR OUTLET
CEILING POWER CIRCUIT
WALL POWER DUPLEX RECEPTACLE
WALL POWER DBL-DUPLEX RECEPTACLE
JxJx
DENOTES DEVICES WHICH FALL
ON THE SAME VERTICAL PLANE
WALL POWER CIRCUIT
P
FLOOR POWER DUPLEX RECEPTACLE
FLOOR POWER DBL-DUPLEX RECEPTACLE
FLOOR POWER CIRCUIT
CEILING DUPLEX RECEPTACLE
CEILING DBL-DUPLEX RECEPTACLE
AUDIOVISUAL ONLY JUNCTION BOX
TELECOM ONLY JUNCTION BOX
POWER OUTLET
JUNCTION BOX CONTAINING TELECOM OUTLET
JUNCTION BOX CONTAINING POWER OUTLET
JUNCTION BOX CONTAINING TELECOM & POWER OUTLETS
FLOOR BOX
FLOOR BOX CONTAINING TELECOM OUTLET
FLOOR BOX CONTAINING POWER OUTLET
FLOOR BOX CONTAINING TELECOM & POWER OUTLETS
FLOOR POKE-THRU DEVICE
FLOOR POKE-THRU DEVICE CONTAINING TELECOM OUTLET
FLOOR POKE-THRU DEVICE CONTAINING POWER OUTLET
FLOOR POKE-THRU DEVICE CONTAINING TELECOM & POWER OUTLETS
FLOOR CONDUIT STUB
NOTES
1. FOR FB-NUMBER REFER TO TECHNOLOGY JUNCTION BOX LEGEND
2. FOR FP-NUMBER REFER TO TECHNOLOGY JUNCTION BOX LEGEND
3. FOR FS-NUMBER REFER TO TECHNOLOGY JUNCTION BOX LEGEND
4. FOR J-NUMBER REFER TO TECHNOLOGY JUNCTION BOX LEGEND
5. FOR N-NUMBER REFER TO TECHNOLOGY TELECOM JUNCTION BOX LEGEND
6. FOR P-NUMBER REFER TO TECHNOLOGY POWER LEGEND
TECHNOLOGY SYMBOLS LEGEND
#
#
SECTION SYMBOL
DETAIL# / SHEET #T000
T000
ELEVATION SYMBOL
DETAIL# / SHEET #
#
T000
RISER
CONDUIT RISER
DETAIL# / SHEET #
JxNx NxNxOROR
P
P
CABLE BASKET -REFER TO PLANS FOR SIZE
CONDUIT -REFER TO PLANS FOR SIZE
N2A
SYMBOL DESIGNATES
FLOOR, WALL, OR CEILING.
LETTER DESIGNATES
CABLE PULL TYPE.
N-NUMBER DESIGNATES
BOX-TYPE & MOUNTING STYLE.
REFER TO TELECOM CABLING LEGEND FOR MORE
INFORMATION ON CABLE PULL TYPE.
FLOOR CONDUIT STUB
CEILING RECESSED LOUDSPEAKER BY AV CONTRACTOR SHOWN FOR
COORDINATION PURPOSES ONLYS
DISPLAY TYPE AND DISPLAY MOUNTING STYLE
SEE SHEET T002 FOR MORE INFORMATION
2a
NUMBER DESIGNATES DISPLAY
MOUNTING STYLE
LETTER DESIGNATES
DISPLAYTYPE
PROJECTION SCREEN TYPE AND PROJECTOR MOUNTING STYLE
SEE SHEET T002 FOR MORE INFORMATION
Jx
Nx
Px
Jx(Nx)
Jx(Px)
Jx(Nx,Px)
FBx
FBx(Nx)
FBx(Px)
FBx(Nx,Px)
FPx
FPx(Nx)
FPx(Px)
FPx(Nx,Px)
FSx
A2
NUMBER DESIGNATES PROJECTOR
MOUNTING STYLE
LETTER DESIGNATES PROJECTION
SCREEN TYPE
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
NTS 4/6/2018
4786.000
T001
TECHNOLOGY
INFRASTRUCTURE LEGENDS
AND SYMBOLS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
TECHNOLOGY TELECOM JUNCTION BOX LEGEND
TYPE FUNCTION ENCLOSURE DIMENSIONS ENCLOSURE DESCRIPTION ENCLOSURE MAKE & MODEL MOUNTING STYLE REFERENCE DETAIL LEGEND NOTESSYM STYLE LENGTH WIDTH DEPTH
N1 FLOOR TELECOM OUTLET - FLOOR - - - --INSTALL PER MANUFACTURERS INSTRUCTIONS 1+2/T701 A+B+C+J
N4 WALL TELECOM OUTLET - FLAT PANEL DISPLAY - - - --PART OF FLAT PANEL DISPLAY ENCLOSURE 4+5/T701 D+J
N5 WALL TELECOM OUTLET - STANDARD 4 11/16" 4 11/16" 2 1/8" PULL BOX W/RAISED SINGLE-DEVICE COVER RACO 258, 259 OR 265 18" AFF - FLUSH - F+J+K
N20 CEILING TELECOM OUTLET - VIDEO PROJECTOR - - - --PART OF VIDEO PROJECTOR ENCLOSURE 6+7/T701 G+H+J
N22 CEILING TELECOM PULL BOX - VIDEO PROJECTOR 4 11/16" 4 11/16" 2 1/8" PULL BOX W/FLAT COVER RACO 258, 259 OR 265 18" ABOVE ACCESSIBLE CEILING 7/T701 G+J
N23 CEILING TELECOM OUTLET - CEILING WAP 4 11/16" 4 11/16" 2 1/8" PULL BOX W/BLANK COVER RACO 258, 259 OR 265 18" ABOVE ACCESSIBLE CEILING - J
N24 CEILING TELECOM OUTLET - ROOM SCHEDULING PANEL 4 11/16" 4 11/16" 2 1/8" PULL BOX W/BLANK COVER RACO 258, 259 OR 265 18" ABOVE ACCESSIBLE CEILING 3/T701 J
N25 CEILING TELECOM OUTLET - EXTERIOR WAP 4 11/16" 4 11/16" 2 1/8" PULL BOX W/BLANK COVER RACO 258, 259 OR 265 18" ABOVE ACCESSIBLE CEILING 1/T801 J
N26 CEILING TELECOM OUTLET - PIPE GRID 4 11/16" 4 11/16" 2 1/8" PULL BOX W/BLANK COVER RACO 258, 259 OR 265 ADJACENT TO PIPE GRID ABOVE CEILING - J
TECHNOLOGY POWER LEGEND
TYPE FUNCTION VOLTS AMPS NEMA DESCRIPTION ADDITIONAL REQUIREMENTS MOUNTING STYLE REFERENCE DETAIL LEGEND NOTESSYM STYLE
P1 FLOOR POWER RECEPTACLE - FLOOR BOX 120 20 5-20R DUPLEX RECEPTACLE INSIDE FLOOR BOX -INSTALL PER MANUFACTURERS INSTRUCTIONS 1+2/T701 A+B+C+L
P2 WALL POWER RECEPTACLE - TECH POWER 120 20 5-20R DOUBLE DUPLEX RECETACLE -18" AFF - FLUSH (UNLESS OTHERWISE INDICATED)- L
P4 WALL POWER RECEPTACLE - FLAT PANEL DISPLAY 120 20 5-20R DUPLEX RECEPTACLE -PART OF FLAT PANEL DISPLAY ENCLOSURE 4+5/T701 D+L
P20 CEILING POWER RECEPTACLE - VIDEO PROJECTOR 120 20 5-20R DUPLEX RECEPTACLE -PART OF VIDEO PROJECTOR ENCLOSURE 6+7/T701 G+H+L
P21 CEILING POWER CIRCUIT - MOTORIZED PROJECTION SCREEN 120 20 - WORKBOX W/POWER CKT.-TERMINATE AT PROJECTION SCREEN PER MFG INSTRUCTIONS - L
P22 CEILING POWER CIRCUIT - VIDEO PROJECTOR 120 20 - WORKBOX W/POWER CKT.-18" ABOVE ACCESSIBLE CEILING 7/T701 G+L
P23 WALL POWER RECEPTACLE - TELECOM RACK 120 20 L6-20R TWIST-LOCK RECEPTACLE -90" AFF - MOUNT TO CABLE RUNWAY ABOVE EQUIPMENT RACK - L
P24 WALL POWER RECEPTACLE - TELECOM CONVENICE OUTLET 120 20 5-20R DOUBLE DUPLEX RECETACLE -18" AFF - FLUSH (UNLESS OTHERWISE INDICATED)- L
TELECOM CABLING LEGEND
TYPE CAT 6 CAT 6A REFERENCE DETAIL NOTES
A 1 0 - -
B 2 0 - -
C 3 0 - 1-VOICE (WHITE JACK), 2 DATA (BLUE JACKS)
D 4 0 - -
E 0 1 - -
F 0 0 - PASS-THRU OR FUTURE CABLE
G 0 0 - FUTURE - INFRASTRUCTURE ONLY
TECHNOLOGY JUNCTION BOX LEGEND
TYPE FUNCTION ENCLOSURE DIMENSIONS ENCLOSURE DESCRIPTION ENCLOSURE MAKE & MODEL MOUNTING STYLE REFERENCE DETAIL LEGEND NOTESSYM STYLE LENGTH WIDTH DEPTH
FB1 FLOOR FLOOR BOX W/ AV, TELECOM AND POWER 11" 15" 3" FLOOR BOX WIREMOLD EFB10S FLUSH WITH FINISHED FLOOR 2/T701 A+B
FB2 FLOOR FLOOR BOX W/ AV, TELECOM AND POWER 11" 15" 6" FLOOR BOX WIREMOLD EFB8S FLUSH WITH FINISHED FLOOR 1/T701 A+C
J1 WALL FLAT PANEL DISPLAY WALL BOX ASSEMBLY 10 7/8" 13" 3 7/8" SPECIALTY WALL BOX WIREMOLD EFSB4 REFER TO SCHEDULE ON T002 4+5/T701 D
J2 WALL AV I/O PANEL - MEDIUM 6" 8" 4" PULL BOX W/PAINTED SCREW COVER HOFFMAN A-SE8X6X4 18" AFF - FLUSH - -
J3 WALL AV I/O PANEL - SMALL 4 11/16" 4 11/16" 2 1/8" PULL BOX W/RAISED TWO-DEVICE COVER RACO 258,259 OR 265 18" AFF - FLUSH - F
J4 WALL CONTROL PANEL 4 11/16" 4 11/16" 2 1/8" PULL BOX W/RAISED TWO-DEVICE COVER RACO 258,259 OR 265 PER ELEVATIONS - FLUSH - F
J5 WALL WALL MOUNTED LOUDSPEAKER 4 11/16" 4 11/16" 2 1/8" PULL BOX W/RAISED TWO-DEVICE COVER RACO 258,259 OR 265 PER ELEVATIONS - FLUSH 9/701 F
J6 WALL WALL MOUNTED CAMERA 4 11/16" 4 11/16" 2 1/8" PULL BOX W/RAISED TWO-DEVICE COVER RACO 258,259 OR 265 PER ELEVATIONS - FLUSH 8/T701 F
J8 WALL SCHEDULING PANEL 4 11/16" 4 11/16" 2 1/8" REFER TO DETAIL REFER TO DETAIL 48" AFF - FLUSH 3/T701 F
J9 WALL AV I/O PANEL 4 1/2" 8 5/8" 2 1/2" PULL BOX W/RAISED THREE-DEVICE COVER RACO 942 18" AFF - FLUSH (UNLESS OTHERWISE INDICATED)- F
J10 WALL EQUIPMENT RACK WIRE WAY 6" 48" 6" LAY-IN WIRE WAY W/F66GCPNK CLOSURE PLATES & FLAT COVER HOFFMAN F-66T148GVP 18" AFF - FLUSH - I
J20 CEILING CEILING LOUDSPEAKER PULL BOX 4 11/16" 4 11/16" 2 1/8" PULL BOX W/FLAT COVER RACO 258,259 OR 265 18" ABOVE HARD GYP. BOARD CEILING 1/T702 -
J21 CEILING CONDUIT CONSOLIDATION PULL BOX 12" 12" 6" PULL BOX (PUNCHED AS REQUIRED) W/PAINTED SCREW COVER HOFFMAN A-SE12X12X6NK 18" ABOVE ACCESSIBLE CEILING - -
J22 CEILING VIDEO PROJECTOR PULL BOX 4 11/16" 4 11/16" 2 1/8" PULL BOX W/FLAT COVER RACO 258,259 OR 265 18" ABOVE ACCESSIBLE CEILING 7/T701 G
J23 CEILING PROJECTION SCREEN CONTROL BOX 4" 8" 4" -DRAPER LVC-III CONTROL MODULE COORDINATE W/PROJECTION SCREEN - -
J24 CEILING VIDEO PROJECTOR TERMINATIONS ENCLOSURE 24" 24" 6" PLENUM ENCLOSURE WIREMOLD ECB2SP SUSPENDED FROM DECK - FLUSH WITH CEILING 6+7/T701 G+H
LEGEND NOTES
[A] FLOOR BOXES AND FLOOR PENETRATIONS:
VERIFY EXACT LOCATION, COVER STYLE AND FINISH WITH ARCHITECT PRIOR TO INSTALLATION.
[B] FBX(NX,PX) FLOOR BOX CONFIGURATION:
WIREMOLD EVOLUTION SERIES EFB10S/-OG FLOOR BOX WITH FINISHED COVER. VERIFY COVER STYLE AND FINISH WITH ARCHITECT PRIOR TO ORDERING. INCLUDED COMPONENTS: TEMPORARY CONSTRUCTION COVER, TUNNEL SYSTEM, TWO REMOVABLE
MODULES, CABLE MANAGEMENT GUIDES, MOUNTING CLAMPS AND LEVELING SUPPORT LEGS. PROVIDE AS REQUIRED: POWER RECEPTACLES, COMMUNICATION JACKS, MOUNTING BRACKETS, DEVICE PLATES, BLANK DEVICE PLATES, DIVIDER PLATES, AND
OTHER ACCESSORIES AS NEEDED. CONFIGURE BOX ACCORDING TO DETAILS. VERIFY EXACT LOCATION WITH ARCHITECT PRIOR TO INSTALLATION.
[C] FBX(NX,PX) FLOOR BOX CONFIGURATION:
WIREMOLD EVOLUTION SERIES EFB8S/-OG FLOOR BOX WITH FINISHED COVER. VERIFY COVER STYLE AND FINISH WITH ARCHITECT PRIOR TO ORDERING. INCLUDED COMPONENTS: TEMPORARY CONSTRUCTION COVER, TUNNEL SYSTEM, TWO REMOVABLE
MODULES, CABLE MANAGEMENT GUIDES, MOUNTING CLAMPS AND LEVELING SUPPORT LEGS. PROVIDE AS REQUIRED: POWER RECEPTACLES, COMMUNICATION JACKS, MOUNTING BRACKETS, DEVICE PLATES, BLANK DEVICE PLATES, DIVIDER PLATES, AND
OTHER ACCESSORIES AS NEEDED. CONFIGURE BOX ACCORDING TO DETAILS. VERIFY EXACT LOCATION WITH ARCHITECT PRIOR TO INSTALLATION.
[D] Jx(Nx,Px) FLAT PANEL DISPLAY BOX CONFIGURATION:
WIREMOLD EVOLUTION SERIES EFSB4 FLAT PANEL DISPLAY WALL BOX. VERIFY COVER COLOR WITH ARCHITECT PRIOR TO ORDERING. INCLUDED COMPONENTS: TUNNEL, DEVICE MODULES, TRIM FLANGE, AND DECORATIVE COVER. PROVIDE AS REQUIRED:
POWER RECEPTACLES, COMMUNICATION JACKS, DEVICE PLATES, BLANK DEVICE PLATES, KNOCKOUT PLATES, AND OTHER ACCESSORIES AS NEEDED.CONFIGURE BOX ACCORDING TO DETAILS.
[F] RACO JUNCTION BOXES W/RAISED DEVICE COVERS:
PROVIDE A SQUARE PULL BOX WITH APPROPRIATE KNOCKOUTS TO MATCH CONDUIT REQUIREMENTS. WHERE INDICATED PROVIDE A RAISED SINGLE OR MULTI DEVICE COVER AS SPECIFIED OF APPROPRIATE DEPTH TO MATCH WALL THICKNESS.
[G] CEILING SUSPENDED VIDEO PROJECTOR:
THE LOCATION OF THE AUDIOVISUAL, POWER AND TELECOM JUNCTION BOXES IN RELATION TO THE PROJECTION SCREEN IS CRITICAL. FOR VIDEO PROJECTOR INFRASTRUCTURE LAYOUT INFORMATION SEE SHEET T002 AND REFERENCED DETAILS.
[H] Jx(Nx,Px) CEILING MOUNTED PROJECTOR ENCLOSURE CONFIGURATION:
WIREMOLD ECB2SP 2’x2’ CEILING ENCLOSURE. INCLUDED COMPONENTS: POWER MODULE, 2RU SUPPORT BRACKETS, AND PROJECTOR MOUNTING BRACKET. PROVIDE AS REQUIRED: HANGING BRACKET, DEVICE PLATES, CABLE KITS, AND OTHER
ACCESSORIES AS NEEDED. CONFIGURE BOX ACCORDING TO DETAILS.
[I] EQUIPMENT RACK WIREWAY:
RECESS WIREWAY INTO WALL WITH REMOVABLE COVER FACING OUT. TERMINATE CONDUITS TO WIREWAY INSIDE WALL SPACE.
[J] TELECOM OUTLETS AND ASSOCIATED CONDUITS:
CONDUIT MUST BE PROVIDED FOR ALL TELECOM JUNCTION BOXES. SEE THE "TELECOMMUNICATIONS TYPICAL NETWORK RISER DIAGRAM" FOR CONDUIT REQUIREMENTS BY TELECOM JUNCTION BOX TYPE. REFER TO THE TELECOM PLANS FOR THE
LOCATIONS OF JUNCTION BOXES AND FLOOR BOXES, AND THE "TELECOM CABLING LEGEND" FOR OUTLET CONFIGURATION REQUIREMENTS. TELECOM CABLING, OUTLETS AND COVER PLATES PROVIDED BY THE STRUCTURED CABLING SYSTEMS
CONTRACTOR.
[K] POWER RECEPTACLES ADJACENT STANDARD TELECOM WALL OUTLETS:
Nx STANDARD TELECOM WALL OUTLETS SHOULD HAVE A DUPLEX POWER RECEPTACLE LOCATED WITHIN 36" OF THE TELECOM WALL OUTLET. IDEALLY, THE TELECOM OUTLET BOX WILL BE MOUNTED TO ONE SIDE OF A STUD, AND THE POWER BOX TO THE
OPPOSITE SIDE OF THE STUD.
[L] POWER RECEPTACLES
TECHNICAL POWER RECEPTACLES, INCLUDING THOSE WITHIN FLOOR BOXES, WALL BOXES, OR CEILING BOXES, ARE PROVIDED BY ELECTRICAL CONTRACTOR AND APPEAR ON THE ELECTRICAL DRAWINGS. THE TECHNICAL POWER RECEPTACLES ALSO
APPEAR ON THE TECHNOLOGY INFRASTRUCTURE DRAWINGS FOR COORDINATION AND LOCATION PURPOSES. THE LOCATION OF TECHNICAL POWER RECEPTACLES IN RELATION TO OTHER TECHNOLOGY INFRASTRUCTURE MAY BE CRITICAL. REFER TO THE
ELECTRICAL DRAWINGS FOR COMPLETE POWER LAYOUTS AND CIRCUITING DETAILS.
[M] NO SUBSTITUTION
NO KNOWN EQUIVALENT FOR THIS DEVICE
SUBSTITUTIONS:
THE MAKE AND MODEL OF LOW VOLTAGE INFRASTRUCTURE DEVICES IN THE TECHNOLOGY LEGENDS HAVE BEEN LISTED TO ESTABLISH THE DESIRED LEVEL OF QUALITY AND PERFORMANCE FOR EACH DEVICE. UNLESS OTHERWISE INDICATED, THE
INSTALLING CONTRACTOR MAY SUBSTITUTE THESE DEVICES WITH EQUIVALENT PRODUCT BY OTHER MANUFACTURERS.
DEVICE MOUNTING:
DEVICE SPECIFIED MOUNTING ELEVATIONS ARE "ON CENTER" UNLESS OTHERWISE NOTED.
FLOOR BOX, JUNCTION BOX, AND PULL BOX COVERS:
UNLESS OTHERWISE DIRECTED, ALL FLOOR BOXES, JUNCTION BOXES, AND PULL BOXES MUST BE PROVIDED WITH A COVER. WHERE RAISED DEVICE COVERS ARE SPECIFIED IN THE SCHEDULE, MATCH THE RAISED COVER DEPTH TO THE WALL
THICKNESS. WHERE JUNCTION BOXES ARE MOUNTED AT OR ABOVE FINISHED CEILING HEIGHT, INSTALL JUNCTION BOX WITH OPEN SIDE FACING DOWN.
CONDUIT RUNS:
ALL CONDUIT RUNS SHALL BE STEEL, THIN-WALL ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE INDICATED. THE USE OF FLEXIBLE CONDUIT IS NOT PERMISSIBLE EXCEPT WHERE INDICATED ON THE DRAWINGS. CONDUIT SIZES AND
INTERCONNECTIONS SHALL BE AS INDICATED ON THE DRAWINGS. CONDUIT ROUTING IS AT CONTRACTOR'S DISCRETION BUT THE CONTRACTOR SHALL PROVIDE A PULL BOX IMMEDIATELY BEFORE AND AFTER ANY CONDUIT RUN SECTION CONTAINING
TWO NINETY-DEGREE TURNS, OR ANY SINGLE RUN EXCEEDING FIFTY FEET IN LENGTH REGARDLESS OF WHETHER PULL BOXES ARE SHOWN ON THE DRAWINGS OR NOT. ALL CONDUIT RUNS SHALL BE PROVIDED WITH A PULL STRING.
CONDUIT STUBS:
PROVIDE A NYLON BUSHING ON ALL CONDUIT STUBS AND NON-TERMINATED CONDUIT ENDS TO PROTECT WIRE PULLS.
GROUNDING:
GROUND COMMUNICATIONS SYSTEMS AND EQUIPMENT IN ACCORDANCE WITH THE ANSI/TIA-607-C GROUNDING STANDARD AND APPLICABLE NEC REQUIREMENTS EXCEPT WHERE THE DRAWINGS OR SPECIFICATIONS EXCEED NEC REQUIREMENTS. ALL
RACKS, METALLIC BACKBOARDS, CABLE SHEATHS, METALLIC STRENGTH MEMBERS, SPLICE CASES, CABLE TRAYS, ETC. ENTERING OR RESIDING IN TECHNICAL EQUIPMENT SPACES SHALL BE GROUNDED TO THEIR RESPECTIVE GROUND SYSTEM USING A
MINIMUM #6 AWG STRANDED COPPER BONDING CONDUCTOR AND COMPRESSION CONNECTORS. ALL WIRES USED FOR TECHNICAL POWER SYSTEMS GROUNDING PURPOSES SHALL BE IDENTIFIED WITH GREEN INSULATION OR IDENTIFIED AT EACH
TERMINATION POINT WITH A WRAP OF GREEN TAPE. ALL CABLES AND BUS BARS SHALL BE IDENTIFIED AND LABELED "TECHNICAL POWER SYSTEM GROUND".
FIRE STOPPING:
THE FIRE STOP SYSTEM SHALL COMPLY WITH THE IBC, NEC AND WITH NFPA 101-LIFE SAFETY CODE (LATEST EDITION) AND SHALL BE MADE AVAILABLE FOR INSPECTION BY THE LOCAL INSPECTION AUTHORITIES PRIOR TO CABLE SYSTEM ACCEPTANCE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE FIRE RATING OF ALL WALLS AND FLOORS HAVING PENETRATIONS. COORDINATE SEALANT INSTALLATION WITH WORK OF OTHER TRADES. REFER TO GENERAL AND/OR ELECTRICAL
SPECIFICATION SECTIONS FOR FURTHER MATERIAL AND INSTALLATION PARAMETERS.
TECHNICAL POWER & GROUNDING SYSTEM:
DUE TO THE SENSITIVE NATURE OF ELECTRONIC EQUIPMENT THAT IS BEING USED, POWER QUALITY MUST BE ASSURED. POWER FOR TECHNOLOGY SYSTEMS SHOULD BE DERIVED FROM TECHNICAL POWER PANELS WHICH DO NOT SHARE CIRCUITS WITH
EQUIPMENT LOADS THAT GENERATE ELECTRICAL NOISE ON THE POWER LINE. THIS MIGHT INCLUDE: AIR CONDITIONING EQUIPMENT, MOTORS, HEAVY INDUSTRIAL EQUIPMENT, OR DIMMED LIGHTING LOADS; ALL OF WHICH CREATE TRANSIENTS,
HARMONICS, SURGES AND SPIKES. FOR ADDITIONAL GUIDELINES REFER TO THE IEEE STD. 1100 (2005) EMERALD BOOK 'RECOMMENDED PRACTICE FOR POWERING AND GROUNDING ELECTRONIC EQUIPMENT'. WHERE PRACTICAL, ALL TECHNICAL POWER
CIRCUITS FOR EQUIPMENT WITHIN A ROOM SHOULD BE ON THE SAME PHASE TO ENSURE PROPER EQUIPMENT TIMING WITHIN THE SYSTEM.
TRANSIENT VOLTAGE SURGE SUPPRESSION (TVSS) DEVICES SHOULD BE PROVIDED AT POWER DISTRIBUTION PANELS SERVING TECHNICAL POWER CIRCUITS. THESE TVSS DEVICES MUST BE INSTALLED ACCORDING TO NEC ARTICLE 285. ALL DEVICES
MUST BE UL 1449 COMPLIANT.
TECHNICAL GROUND SYSTEM (TGS)
ECHNICAL GROUND SHALL CONSIST OF AN INSULATED GROUND CONDUCTOR FROM THE PANEL BOARD TO EACH TECHNICAL GROUND RECEPTACLE. AT THE RECEPTACLE, THE GROUND CONDUCTOR SHALL BE ELECTRICALLY ISOLATED FROM THE
ELECTRICAL BOX AND CONDUIT SYSTEM.
GENERAL NOTES
1
NO. DATE DESCRIPTION
1 04/03/2018 PACKAGE 4 - RFI 0.15 A
CEILING MOUNTED VIDEO PROJECTION SCREEN (TYP.)
( AUDIENCE VIEW )
PROJECTION SCREEN MOTOR ROLLER HOUSING
CEILING RECESSED
MOTORIZED
PROJECTION SCREEN
CEILING MOUNTED VIDEO PROJECTION SCREEN
& PROJECTOR LAYOUT (TYP.) - PLAN VIEW
LAY-IN OR HARD CEILING IF
CEILING RECESSED.
(SCREEN CENTERLINE)
PROJECTOR POWER, AV, AND TELECOM
PULL BOXES (TYP.)
SEE NOTE 6.
FINISHED WALL
PROJECTOR SUPPORT ASSEMBLY
CENTERPOINT
SEE SHEET T701
FOR DETAILS
90°
(IW)
(CW)
(CW)
BLACK DROP
SEE NOTE 5
(IW)
(IHAFF)
BOTTOM OF IMAGE HEIGHT
(IH)
(CH)
ABOVE FINISHED FLOOR.
SEE ELEVATION DETAILS.
Jx/Px
P LV
SCREEN POWER & LOW-VOLTAGE
JUNCTION BOX (TYP.)
SEE NOTE 7.
FINISHED FLOORFINISHED FLOOR
PROJECTION SCREEN CASE
PROJECTOR SUPPORT ASSEMBLY
CENTERPOINT
SEE SHEET T701 FOR DETAILS
THE AREA WITHIN DASHED LINES
INDICATES THE LIGHT PATH FROM
PROJECTOR TO SCREEN SEE NOTE 4.
Px Jx Nx
P
6"~12" (TYP.)18" (TYP.)
PROJECTOR POWER, AV, AND TELECOM PULL
BOXES (TYP.)
SEE NOTE 6.
BLACK DROP SEE NOTE 5.
(IH)
(D1) SEE NOTES 1 & 2
PROJECTION SCREEN / VIDEO PROJECTOR RELATIONSHIP NOTES:
1. [D1]: !!! CRITICAL DISTANCE !!!-D1 IS THE DISTANCE FROM THE PROJECTION SCREEN SURFACE TO THE CENTER OF THE PROJECTOR CEILING MOUNT ASSEMBLY. IF DISTANCE (D2)MUST BE INCREASED FOR ANY REASON, DISTANCE (D1) MUST BE MAINTAINED.
2. [D1x]: IS THE ALLOWABLE +/-VARIANCE IN DISTANCE OF [D1] TO ACCOMMODATE STRUCTURAL OR OTHER OBSTRUCTIONS. EXAMPLE: IF D1 = 300" AND D1x = 10" THEN THE CENTER OF THE PROJECTOR CEILING MOUNT MAY BE LOCATED BETWEEN 290" TO 310" ON SCREEN CENTERLINE FROM THE PROJECTION SCREEN SURFACE.
3. [D2]: IS THE MINIMUM DISTANCE FROM THE PROJECTION WALL TO THE PROJECTION SCREEN SURFACE. IF DISTANCE D2 MUST BE INCREASED TO ACCOMMODATE STRUCTURAL OR OTHER OBSTRUCTIONS TO A DISTANCE GREATER THAN D2 + D2x CONTACT THE CONSULTANT FOR FURTHER INSTRUCTIONS.
4. THE PROJECTOR MUST ALWAYS HAVE A CLEAR VIEW OF THE ENTIRE SCREEN IMAGE AREA WITHOUT OBSTRUCTIONS.
5. [BLACK DROP]: THE AMOUNT OF BLACK DROP LISTED IN THE ROOM PROJECTION SCREEN SCHEDULE IS A DESIGN ESTIMATE. BLACK DROP REQUIREMENTS SHALL BE FIELD VERIFIED PER SCREEN INSTANCE PRIOR TO ISSUING SUBMITTALS. THE AMOUNT OF BLACK DROP (BD) REQUIRED IS DETERMINED BY ADDING THE ELEVATION OF THE BOTTOM OF THE IMAGE ABOVE FINISHED FLOOR (IHAFF) TO THE IMAGE HEIGHT
(IH) AND SUBTRACTING THAT NUMBER FROM THE ELEVATION TO THE UNDERSIDE OF THE PROJECTION SCREEN ROLLER HOUSING CASE ABOVE FINISHED FLOOR (RHAFF). THE REMAINDER WILL BE THE AMOUNT OF REQUIRED BLACK DROP (SEE GRAPHIC ABOVE). THE AMOUNT OF EXCESS BLACK DROP MATERIAL REMAINING ON THE PROJECTION SCREEN ROLLER, WHEN THE SCREEN IS DEPLOYED TO ITS SPECIFIED
BOTTOM OF IMAGE HEIGHT ABOVE FINISHED FLOOR ELEVATION, SHOULD NEVER EXCEED MORE THAN ONE WRAP. IN CASES WHERE CEILING HEIGHT VARIES IN THE FIELD FROM THE DRAWINGS, THE SPECIFIED IMAGE HEIGHT ABOVE FINISHED FLOOR RULES.
6. PROJECTOR POWER, AV, & TELECOM PULL BOX LOCATIONS RELATIVE TO THE PROJECTOR SUPPORT MAY VARY BY SUPPORT & CEILING TYPE. VERIFY BEFORE INSTALLATION.
7. PROJECTION SCREEN POWER AND LOW VOLTAGE JUNCTION BOX (TYPICAL). LOCATE ON THE SAME SIDE OF THE SCREEN AS SCREEN ELECTRICAL CONNECTIONS WHICH MAY VARY BY SCREEN TYPE. VERIFY LOCATION PRIOR TO INSTALLATION.
CEILING MOUNTED VIDEO PROJECTION SCREEN &
PROJECTION LAYOUT (TYP.) - SECTION
Jx/Px
P LV
SCREEN POWER & LOW-VOLTAGE JUNCTION
BOX (TYP.) SEE NOTE 7.
(D1) SEE NOTES 1 & 2
(CD)
PROJECTION SCREEN CASE
SCREEN POWER & LOW-VOLTAGE JUNCTION
BOX (TYP.) SEE NOTE 7.
(RHAFF)
BOTTOM OF ROLLER
HOUSING AFF
BD = RHAFF -( IH + IHAFF )
Nx
Jx
Px
(TYP.)
6~12"
P
(D2) SEE NOTE 3
FINISHED WALL
(D2) SEE NOTE 3
THE AREA WITHIN DASHED LINES
INDICATES THE LIGHT PATH FROM
PROJECTOR TO SCREEN SEE NOTE 4.
90°
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
NTS 4/6/2018
4786.000
T002
TECHNOLOGY
INFRASTRUCTURE
SCHEDULES AND NOTES
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
12" = 1'-0"T002
1 TYPICAL PROJECTION SCREEN
NOTES:
1. SEE THE ROOM PROJECTION SCREEN SCHEDULE ON THIS SHEET FOR LOCATIONS.
2. PROJECTION SCREEN, PROJECTION SCREEN CONTROL SWITCHES, MOUNTING HARDWARE, CONDUITS, AND ELECTRICAL PROVIDED BY G.C.
3. REFER TO THE DETAILS LISTED IN THE LEGEND FOR EACH PROJECTION SCREEN TYPE.
VIDEO PROJECTOR MOUNTING STYLE DETAILS
REFER TO THE PROJECTOR & DISPLAY MOUNTING STYLE LEGEND FOR MORE INFORMATION.
PROJECTION SCREEN / VIDEO PROJECTOR RELATIONSHIP IS CRITICAL (SEE GRAPHIC AND NOTES BELOW)
FLAT PANEL DISPLAY MOUNTING STYLE DETAILS
REFER TO THE PROJECTOR & DISPLAY MOUNTING STYLE LEGEND FOR MORE
INFORMATION.
NOTES:
1. SEE THE ROOM DISPLAY SCHEDULE ON THIS SHEET FOR LOCATIONS.
2. BACKING, JUNCTION BOXES, CONDUIT AND ELECTRICAL BY G.C.
3. DISPLAY, DISPLAY MOUNT AND CABLING PROVIDED BY THE AUDIOVISUAL SYSTEMS CONTRACTOR.
ALL DIMENSIONS IN INCHES
ROOM DISPLAY SCHEDULE
ROOM NUMBER DISPLAY QTY. DISPLAY TYPE
MOUNTING
STYLE ELEV AFF O.C.
301 3 1 a 72"
301E 2 2 a 66"
301F 2 2 a 66"
304 2 4 a 72"
304A 1 2 a 72"
307B 1 3 a 54"
307C 1 2 a 66"
307D 1 2 a 66"
309A 2 3 a 66"
309F 1 3 a 72"
310B 2 3 a 66"
310C 2 3 a 66"
401 2 1 a 72"
ALL DIMENSIONS IN INCHES
ROOM DISPLAY SCHEDULE
ROOM NUMBER DISPLAY QTY. DISPLAY TYPE
MOUNTING
STYLE ELEV AFF O.C.
001 3 1 a 72"
001 1 5 a 84"
009B 2 2 a 66"
009D 2 2 a 66"
010A 2 2 a 66"
012D 2 3 a 72"
012E 2 2 a 66"
012F 2 2 a 66"
100 1 6 a 72"
101 2 1 a 72"
104B 2 2 a 66"
107C 1 2 a 72"
108A 2 2 a 66"
108B 2 1 a 66"
108F 2 4 a 78"
108H 2 2 a 66"
108J 2 1 a 66"
110B 1 2 a 72"
201 1 1 a 72"
209 2 4 a 72"
ALL DIMENSIONS IN INCHES / WEIGHT IN POUNDS
DISPLAY TYPE LEGEND
TYPE IMAGE DIAGONAL
NOMINAL CASE SIZE NOMINAL
WEIGHTHEIGHT WIDTH DEPTH
1 49" 25" 43" 4" 32
2 55" 29" 50" 4" 64
3 70" 36" 63" 4" 133
4 90" 46" 80" 4" 165
5 217" 110" 194" 4" 5000
6 146" 138" 64" 4" 1500
PROJECTOR & DISPLAY
MOUNTING STYLE LEGEND
MOUNTING STYLE INSTALLATION
REFERENCE
DETAIL
1 CEILING MOUNTED 6+7/T701
a WALL MOUNTED 4+5/T701
ALL DIMENSIONS IN INCHES/WEIGHT IN POUNDS
PROJECTION SCREEN TYPE LEGEND
TYPE
IMAGE SIZE CASE SIZE
WEIGHT INSTALLATION OPERATION MAKE & MODEL IMAGE SURFACE MATERIAL CONTROL REFERENCE DETAILHEIGHT
(IH)
WIDTH
(IW)
HEIGHT
(CH)
WIDTH
(CW)
DEPTH
(CD)
A 57 1/2" 92" 5 11/16" 119" 7 3/4" 80 CEILING RECESSED - FLUSH MOTORIZED DRAPER ACCESS FIT/SERIES V TECVISION XT1100X WHITE INTERNAL LVC-IV LOW VOLTAGE CONTROLLER
B 50" 80" 5 11/16" 107" 7 3/4" 76 CEILING RECESSED - FLUSH MOTORIZED DRAPER ACCESS FIT/SERIES V TECVISION XT1100X WHITE INTERNAL LVC-IV LOW VOLTAGE CONTROLLER
C 72 1/2" 116" 7" 142" 9" 138 CEILING RECESSED - FLUSH MOTORIZED DRAPER ACCESS/SERIES V TECVISION XT1100X WHITE INTERNAL LVC-IV LOW VOLTAGE CONTROLLER
ALL DIMENSIONS IN INCHES
ROOM PROJECTION SCREEN SCHEDULE
ROOM NUMBER QTY. SCREEN TYPE
PROJECTOR
MOUNTING STYLE
SCREEN PROJECTOR MOUNT
BOTTOM OF
IMAGE AFF
BLACK DROP
(EST.)
DISTANCE
[D1]
DISTANCE
[D1x]
DISTANCE
[D2]
DISTANCE
[D2x]
011 1 C 1 66" 4" 210" 18" 4 3/8" 0"
011 1 C 1 66" 4" 210" 18" 4 3/8" 0"
102 1 C 1 66" 42" 210" 18" 7" 0"
102 1 C 1 66" 42" 210" 18" 7" 0"
103 1 A 1 66" 57" 166" 18" 7" 0"
103 1 A 1 66" 57" 166" 18" 7" 0"
208B 1 B 1 45" 1" 144" 18" 16 11/16" 0"
303 1 A 1 42" 3" 166" 18" 7" 0"
303 1 A 1 42" 3" 166" 18" 7" 0"
401 1 C 1 44" 4" 210" 18" 7" 0"
401 1 C 1 44" 4" 210" 18" 7" 0"
401 1 C 1 44" 4" 210" 18" 7" 0"
1
1
NO. DATE DESCRIPTION
1 03/23/2018 PACKAGE 4 - ADDENDUM #1
UPUPDNADADFRECYCLI
NG DEMOSTRATION STATION10"/5'10" SLOPESHAREDFACILITYSMITHCENTERSCOMMONSUPPORT289 SFONE SIDE RAILINGNOT ADACOMPLIANTONE SIDE RAILINGNOT ADACOMPLIANTSTAGEUPRAMP DOWN124.0'DNDN124.0'125.5'117.75'117.75'119.42'RAMP DOWN1:12DN10"/5'10" SLOPEELEVPROPOSEDLANDINGEXTENSIONUPUPVENDINGMACHINES1471221194373123139776 s.f.133209567 s.f.11712212211341118154784893161103225Table & Chai
rs:Chai
rs:Standing:51110258Table & Chairs:Chairs:Standing:3781189UPDNNEW GATEW/ CLOSERSHELVING
PCTERMINAL5
COUNTER W/CABINETS229140140GARDEN LEVELFIRSTFLOORSteam Vault
#2NE Corner (top) N=2942811.47 E=348463.73
Elev=177.77
SE Corner N=2942798.95 E=348466.66SW Corner N=2942795.26
E=348450.65
NW Corner N=2942807.95 E=348447.53
Steam Vault
#1SW Corner (top) N=2943009.82 E=348466.15
Elev.=187.70
SE Corner N=2943006.40 E=348452.84NE Corner N=2943022.77
E=348462.52
DMH W/Pump N=2942744.33 E=348423.13
Rim=171.664" Inv.(2)
In=161.506" Inv.
In=163.923" Forced
Out.=168.41
Floor=166.27
4" Drain out=165 +/-
Floor=179.204" Drain Out =178.40
+/-
Existing
DMH
Floor = 159.00
+/-
100169.917STA100/IRS
101183.434STA101/IRS
102183.632STA102/IRS
103186.232STA103/IRS 104
191.741STA104/IRS
105
193.185STA105/IRS
106
190.638STA106/IRS
1501
BC1
1502
BC1
x 1 7 9 .4 5
17 5
1 7 5
176
179
1 7 4
174
1 7 3
173
172
170
169
178177
176
178
177171
183Õ-0Ó
188'-0"
187'-0"
186'-0"
185'-0"
184'-0"
188
177
178
179
180
181
187
186
183
184
185
186
187
185
1
8
4
183
182
189
1 8 9
182Õ-0Ó
182
176
187'-6"
186'-6"
185'-6"
184'-6"
183'-6"
8 Inch Vault
Vent
8 Inch VaultVentElev.=189.10
Elev.=178.20
8 Inch VaultVent
8 Inch Vault
Vent
Existing Sewer
line
T
E
L
C
O
M
D
U
CT
B
A
N
K
TELCOMDUCTBANK
TELCOM
DUCTBANK
TELCOM
DUCTBANK TELCOMDUCTBANKT
E
L
C
O
M
D
U
C
T
B
A
N
K
EEWW10"
Water 10"Water
10"Water
6 "W a ter
10"Water8" Steam6" Steam
4"
Condensate
8"Steam6"
Steam4"Condensate
8"
Steam6"
Steam4"
Condensate
8"Steam6"Steam4"Condensate
8"
Steam6"Steam4"
Condensate
(2)-2.5" Steam
&
Condensate
(2)-2.5" Steam &CondensateNewCBRim= 177.58
Existing 10" A/C
Drainline
New PumpStationRim=
171.666" Inv In=6" Inv
in=3" Forced Inv
Out=
3" Forced Drain to Exist
CB
NewCBRim= 189.54
Underdrain
Underdrain
6" PVC
6"x4"
TEE
FUTURE LIMIT
FUTURE LIMIT
FUTURE LIMITFUTURE LIMIT
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORKLI
MIT OF WOR
K
LIMIT OF WORK
LIMIT OF W
ORK
STUB CONDUIT TO NEAREST CABLE
BASKET ON GROUND FLOOR
WIREMOLD XB814CLV-XX
OUTDOOR FLOOR BOX
WIREMOLD XB814CLV-XX
OUTDOOR FLOOR BOX
WIREMOLD XB814CLV-XX
OUTDOOR FLOOR BOX
(2) 1-1/4" CONDUITS
ONE DEDICATED FOR AV
ONE DEDICATED FOR IT
(2) 1-1/4" CONDUITS
ONE DEDICATED FOR AV
ONE DEDICATED FOR IT
(2) 1-1/4" CONDUITS
ONE DEDICATED FOR AV
ONE DEDICATED FOR IT
(2) 1-1/4" CONDUITS
ONE DEDICATED FOR AV
ONE DEDICATED FOR IT
(2) 1-1/4" CONDUITS
ONE DEDICATED FOR AV
ONE DEDICATED FOR IT
(2) 1-1/4" CONDUITS
ONE DEDICATED FOR AV
ONE DEDICATED FOR IT
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1" = 20'-0"
4786.000
T003
TECHNOLOGY SITE PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1" = 20'-0"
Site Plan
NO. DATE DESCRIPTION
DN
21 19 18 17 16 15 14 13 12 11 10 9 8 7 6 527262524232220
A
C
D
E
F
G
H
T100G2
T100G2
FB2(N1,P1)
2a
J8
J2
J8
FB2(N1,P1)
FB2(N1,P1)
J8
FB2(N1,P1)
J8
J6
J8 J8
1a
1a
N5
N5
N5
N5
N5
N5
N5
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
2a
J8
N5N5 N5
FB2(N1,P1)
FB2(N1,P1)
J1(N4,P4)
SUNKEN
COURTYARD
013
STAIR 4
ST L04
ELEC
001B
CENTRAL
SERVICE POINT
001D
PRE ACTION
001C
ELEVATOR 1
EL001
ELEVATOR 3
EL003
STAIR 1
ST001
STAIR 2
ST002
ELEVATOR 2
EL002
COLLAB ROOM
009D
OFFICE
009C
OFFICE
009G
COLLAB ROOM
009B
TLR CLASSROOM
011
OFFICE
009A
ELEVATOR
CONTROL ROOM
012H
WEST VESTIBULE
010V
STAFF
WORKROOM
009
FA. CL
001F
TELECOM
001A
SC SECURE
STACKS
003
COMPUTER
CLASSROOM
012D
COLLAB ROOM
012E
COLLAB ROOM
010A
DIGITAL MEDIA
HUB
012
SC SECURE
STACKS
005
MEDIA
PRODUCTION
STUDIO
012B
COLLAB ROOM
012F
CENTRAL
SERVICE POINT
SUPPORT
004
ELEVATOR 4
EL004
SOUTH ENTRY
007
SOUTH ENTRY
VESTIBULE
007V
GENERAL
COLLECTIONS
015
SC SECURE
CORR.
005A
MEN
T002
JANITOR
012G
STAIR 3 (OCULUS)
ST003
MEDIA
PRODUCTION
STUDIO (SELF
SERVE)
012A
CENTRAL
SERVICE POINT
SUPPORT
004 WOMEN
T001
CORR
006
MAIN HALL
001
J1(N4,P4)
J1(N4,P4)
3a
N5
P2
BOILER ROOM
002
2a
J8
STORAGE
009F
OFFICE
009E
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1) FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1) FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1) FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)FB2(N1,P1)FB2(N1,P1)
J3 J3
J3
J8
J6
J3
N5 N5
N5
N5
FB1(N1,P1)
J6
N5
FB2(N1,P1)
FB2(N1,P1)
J8
FB2(N1,P1)
FB2(N1,P1)
J8
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
RISER
2
T403
RISER
1
T401
RISER
1
T401
RISER
1
T402
RISER
4
T401
RISER
4
T401
RISER
1
T401
RISER
1
T402
RISER
1
T401
RISER
1
T401
OPEN COLLAB
010
FB2(N1,P1)FB2(N1,P1)
2a
N5J2P2
P2 P2 P2
P2
J1(N4,P4)
J1(N4,P4)N5N5
2a
J1(N4,P4)
J1(N4,P4)
2a
J8
N5
FB2(N1,P1)
J1(N4,P4)
2a
OFFICE
009H
OFFICE
009J
OFFICE
009K
OFFICE
009L
FB2(N1,P1)
FB2(N1,P1) FB2(N1,P1)
MAIN HALL
001 J1(N4,P4)
2a
J1(N4,P4)
J1(N4,P4)
2a
2a
3a
J1(N4,P4)
J1(N4,P4)FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
J9N5P2
TELECOM
012C
T601 6
T6015
N5
N5
N5
J1(N4,P4)
T6017
J3N5P2
FB2(N1,P1)
FB2(N1,P1) FB2(N1,P1)
FB2(N1,P1)
N5
N5
N5
N5
N5
J3P2N5
J3P2 N5
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
N5N5N5N5
N5
N5
N5
N5
N5
FB2(N1,P1)
RISER
5
T401
RISER
5
T401
RISER
5
T401
RISER
5
T401
RISER
5
T401
RISER
5
T401
RISER
5
T401
RISER
5
T401
RISER
5
T401
RISER
5
T401
5a
J1(N4,P4)
N5
N5
N5
N5
T601 2
T601
1
T6013
T6019
T6018
(3) 3" CONDUIT SLEEVES INSTALLED @ 18"AFF WITH
REMOVABLE COVERS ON BOTH ENDS FOR PORTABLE
AV FIELD CABLING ONLY
J9N5P2J9N5P2
T6014
FB2(N1,P1)
FB2(N1,P1) FB2(N1,P1)
RISER
3
T403
RISER
3
T403
PHONE
010B
PHONE
001E
N5
N5
RISER
4
T401
FB2(N1,P1) FB2(N1,P1)
RISER
5
T401
RISER
5
T401
J1(N4,P4)
1a
RISER
4
T401
FB2(N1,P1)
FB2(N1,P1)
RISER
5
T401
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
N5
N5
N5
DIGITAL MEDIA
HUB
012
N5
N5
N5
N5
N5
N5 N5
N5 T601
24
T901
1
T901
3
1 1
1 1
FB2(N1,P1)
N5 1
1 1 1 1N5
(6) 4" CONDUITS FROM TELECOM 001A
TO EXISTING MANHOLE ROUTED
ABOVE LOWER LEVEL CEILING
(4) 4" CONDUITS FROM TELECOM 001A
TO EXISTING MANHOLE ROUTED
ABOVE LOWER LEVEL CEILING
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1/8" = 1'-0"
4786.000
T100G1
TECHNOLOGY
INFRASTRUCTURE LEVEL G1
FLOOR PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/8" = 1'-0"
TECHNOLOGY INFRASTRUCTURE LEVEL G1 FLOOR PLAN
1
1
2
NO. DATE DESCRIPTION
1 03/23/2018 PACKAGE 4 - ADDENDUM #1
2 04/06/2018 PACKAGE 4 - RFI 0.20 A
7 6 5 4 3 2 1
C
D
E
F
G
H
T100G1
T100G1
SUNKEN
COURTYARD
013
GENERAL
COLLECTIONS
015
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1/8" = 1'-0"
4786.000
T100G2
TECHNOLOGY
INFRASTRUCTURE LEVEL G2
FLOOR PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/8" = 1'-0"
TECHNOLOGY INFRASTRUCTURE LEVEL G2 FLOOR PLAN
NO. DATE DESCRIPTION
21 19 18 17 16 15 14 13 12 11 10 9 8 7 627262524232220
A
C
D
E
F
G
H
FB2(N1,P1)
2a
J8
2a
J6
J2
FB2(N1,P1)
J8 J8
J6
FB1(N1,P1)
1a
1a
N5
N5
N5 N5
N5
N5N5
N5
N5
FB2(N1,P1)
FB2(N1,P1)FB2(N1,P1)
J6
J8 J8
FB2(N1,P1)FB2(N1,P1)
1a
FB2(N1,P1)
FB2(N1,P1)
N5
N5
FB2(N1,P1)
N5
N5
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
J1(N4,P4)
J1(N4,P4)
N5
J1(N4,P4)
J1(N4,P4)
J1(N4,P4)
J1(N4,P4)
MAIN HALL
101
TELECOM
101A
CAFE SEATING
101H
W/GN TOILET
ROOM
T101
PRE ACTION
101C
MAIN SERVICE
POINT
101D
M/GN TOILET
ROOM
T102
EAST ENTRY
100
SC SECURE HALL
105B
ELEVATOR 3
EL103
STAIR 1
ST101
STAIR 2
ST102
ELEVATOR 2
EL102
READING ROOM
110A
CAFE SUPPORT
110C
GROUP STUDY
108A
GROUP STUDY
108J
ASSISTIVE TECH
108H
SEMINAR ROOM
108F
OFFICE
107D
SC SECURE
STACKS
105
OFFICE - DEAN OF
LIBRARIES
107C
NC HUB - TLR AND
ACADEMIC
SUCCESS
108
LIBRARY
ADMINISTRATION
107
EAST VESTIBULE
100V
BROWSING ROOM
CLASSROOM
102
CONWAY -
SHARED OFFICE
103A
ELEC.
101B
CONWAY CENTER
103
SC OFFICE
106D
SC -
COLLECTIONS
WORKROOM
106
OFFICE
108E
CONWAY -
OFFICE
103C
CONWAY -
OFFICE
103E
EXIT
PASSAGEWAY
111
STAIR 3
ST103
J8
P2
M/GN TOILET
ROOM
T103
FB2(N1,P1)
FB2(N1,P1) FB2(N1,P1)
J9J9
RISER
4
T401
RISER
4
T401
RISER
2
T402
RISER
1
T403
RISER
4
T401
RISER
3
T401
RISER
1
T401
RISER
1
T401
RISER
1
T401RISER
1
T401
RISER
1
T401
GROUP STUDY
108B
SHAFT
S107
SHAFT
S104
JANITOR
109A
ELEVATOR 1
EL101
STORAGE/AV
108G
LOCKERS
101G
AV CL.
102A
SHAFT
S103
SC OFFICE
106C
SC DIGITIZATION
106A
SC OFFICE
106B
GROUP STUDY
104B
OFFICE
104A
OFFICE
107B
OFFICE
107A
OFFICE
108D
CONWAY -
OFFICE
103B
STOR
103D
CONWAY -
OFFICE
103F
FIRE ALARM
101F
SERVICE POINT
SUPPORT
104
OFFICE
108C
SHAFT
S101
SHAFT
S102
STOR
102B
SHAFT
S106
SHAFT
S105
CAFE SERVICE
110B
N5
J8
J1(N4,P4)
J1(N4,P4)
1a
1a
FB2(N1,P1)
2a
J1(N4,P4)J1(N4,P4)
1a
J1(N4,P4)
N5
J1(N4,P4) J1(N4,P4)J6
N5
N5
N5
J2P2N5
FB2(N1,P1)
FB2(N1,P1)
J1(N4,P4) J1(N4,P4)
FB2(N1,P1)
2a 2a
N5
J8
N5
N5N5
N5
J6 N5
FB2(N1,P1) FB2(N1,P1)
FB2(N1,P1)FB2(N1,P1)
FB2(N1,P1) FB2(N1,P1)
FB1(N1,P1)
FB2(N1,P1) FB2(N1,P1)
FB2(N1,P1) FB2(N1,P1)
FB2(N1,P1) FB2(N1,P1)
N5
N5
N5
N5
N5
N5 N5 N5 N5
N5
N5J10P2
FB1(N1,P1)
N5
4a 4a2a
J1(N4,P4)
FB2(N1,P1)
N5
N5
N5
N5N5
N5
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
RISER
5
T401
RISER
6
T401
FB2(N1,P1) FB2(N1,P1)
J5 J5
6a
J1(N4,P4)
FB2(N1,P1)
FB2(N1,P1)
N5
N5
N5
N5
N5
N5
N5
N5
N5
N5 N5
T601
14
T60116
T601
15
T601
17
MAIN HALL
101
T601
T601
12
T601
20
T601 10
T60119
T601
18
T601
11
2a2a
N5P2 P2
FB2(N1,P1)
13
J6
N5
N5
PHONE
108K
PHONE
101E
RISER
4
T401
T602 15
N5
FB2(N1,P1)
FB2(N1,P1)
T602
19
T901
5
1
1
1
1
1
1
1/8" = 1'-0"
TECHNOLOGY INFRASTRUCTURE LEVEL 1 FLOOR PLAN
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1/8" = 1'-0"
4786.000
T101
TECHNOLOGY
INFRASTRUCTURE LEVEL 1
FLOOR PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1
NO. DATE DESCRIPTION
1 03/23/2018 PACKAGE 4 - ADDENDUM #1
21 19 18 17 16 15 14 13 12 11 10 9 8 7 627262524232220
A
C
D
E
F
G
H
1a
FB2(N1,P1)
ELEC
201B
TELECOM
201A
HALL
201
PRE ACTION
201C
HALL
207
REFLECTION
ROOM
208A
NC HUB -
ACADEMIC
SUCCESS
208
SHAFT
S207
STAIR 1
ST201
ELEVATOR 2
EL202
STAIR 2
ST202
SC SECURE
STACKS
205
ELEVATOR 1
EL201
ELEVATOR 3
EL203
STAIR 3
ST103
SC OFFICE
206D
J1(N4,P4)
SEMINAR ROOM
209
N5
N5
FB2(N1,P1)
FB2(N1,P1) FB2(N1,P1)
J2
J8
P2
RISER
4
T401
RISER
4
T403
RISER
3
T401
4a 4a
J1(N4,P4) J1(N4,P4)J6
N5J2P2
J8
FB2(N1,P1) FB2(N1,P1)
FB2(N1,P1) FB2(N1,P1)
SHAFT
S204
STORAGE
210A
GN TOILET ROOM
T201
SC SECURE HALL
205B
STORAGE
209A
SHAFT
S203
SC OFFICE
206C
SC OFFICE
206B
SC SHARED
OFFICE
206A
SHAFT
S201
SHAFT
S202
FIRE ALARM
201F
SHAFT
S206
SHAFT
S205N5N5
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1) FB2(N1,P1)FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
N5
N5
N5
FB2(N1,P1) FB2(N1,P1)
P2N5J3
J3
N5
P2
FB2(N1,P1)
N5
N5
RISER
7
T401
T601
22
T601
21
SC EXHIBIT
204
FB2(N1,P1)N5
PHONE
208C
Unoccupied
Unoccupied
SC WORKROOM
206
FB2(N1,P1)
FB2(N1,P1)
N5
T902
1
1
1
1
CAVERNO
208B
CAVERNO
208B
T601
25
1
1/8" = 1'-0"
TECHNOLOGY INFRASTRUCTURE LEVEL 2 FLOOR PLAN
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1/8" = 1'-0"
4786.000
T102
TECHNOLOGY
INFRASTRUCTURE LEVEL 2
FLOOR PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
1 03/23/2018 PACKAGE 4 - ADDENDUM #1
21 19 18 17 16 15 14 13 12 11 10 9 8 7 627262524232220
A
C
D
E
F
G
H
J6
J6 J2
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
J8
J8
J8
J8
3a
1a
1a
J8
J8
FB2(N1,P1)
FB2(N1,P1)
2a
2a
4a
J2
J6
FB2(N1,P1)
J8
FB2(N1,P1)
J8
J6
J2
FB2(N1,P1)
N5
N5
J1(N4,P4)
J1(N4,P4)
J1(N4,P4)
J1(N4,P4)
J1(N4,P4)
J1(N4,P4)
J1(N4,P4)
OPEN READING
ROOM
310
SC STAFF
WORKROOM
306
COLLAB ROOM
310C
GROUP STUDY
301E
GROUP STUDY
301F
SPECIAL
COLLECTIONS
CLASSROOM
303
TELECOM
301A
PRE ACTION
301C
CONSULT
307C
CONSULT
307D
MEETING ROOM
309A
OFFICE - D&A
309H
STORAGE
309G
COLLAB ROOM
310B
SHAFT
S307
COLLOCOTT
READING RM
302
OFFICE - D&A
309D
OFFICE - D&A
309E
INTER LIBRARY
LOAN
309C MEN/GN
T302
STAFF ROOM
309F
MAIN HALL
301
WOMEN
T301
ELEVATOR 1
EL301
ELEVATOR 3
EL303
STAIR 1
ST301
SC CLASSROOM
304
EXHIBIT AND
RARE BOOK PREP
304A
SC MEETING
ROOM
307B
ELEVATOR 2
EL302
STAIR 2
ST302
SC SECURE
STACKS
305
ELEC
301B
SPECIAL
COLLECTIONS
ENTRY
308
SPECIAL
COLLECTIONS
READING ROOM
307
P2
FB2(N1,P1)
RISER
6
T401
RISER
6
T401
RISER
4
T401
RISER
3
T402
RISER
4
T401
RISER
1
T401
RISER
1
T401
RISER
2
T401
RISER
2
T401
RISER
3
T401
RISER
2
T401
4a
P2
J1(N4,P4)
FB2(N1,P1)
FB2(N1,P1) FB2(N1,P1)
J1(N4,P4)
FB2(N1,P1)
N5
3a 3a
N5
N5
N5
N5
2a 2a
J1(N4,P4)
2a 2a
J1(N4,P4) J1(N4,P4)
FB2(N1,P1)
3a
P2
P2
N5J6J2J1(N4,P4)J1(N4,P4)
J6J2N5J1(N4,P4) J1(N4,P4)
3a3a
P2N5
FB2(N1,P1) FB2(N1,P1) FB2(N1,P1) FB2(N1,P1)
FB2(N1,P1)FB2(N1,P1)FB2(N1,P1)FB2(N1,P1)
FB2(N1,P1) FB2(N1,P1) FB2(N1,P1) FB2(N1,P1)
FB2(N1,P1)FB2(N1,P1)FB2(N1,P1)FB2(N1,P1)
N5 N5
STORAGE
310A
SHAFT
S304
FIRE ALARM
301G
SC SECURE HALL
305B
SHAFT
S303
DISCOVERY &
ACCESS
309
PHONE (ADA)
309J
PHONE
301D
SHAFT
S301
SHAFT
S302
SHAFT
S306
SHAFT
S305
STAIR 3
ST103
3aJ1(N4,P4)
2a
J1(N4,P4)
J8
FB1(N1,P1)
J8
FB2(N1,P1)
3a
J1(N4,P4)
RISER
6
T401
J8
1a
J1(N4,P4)
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
FB2(N1,P1)
N5
N5
N5
N5
N5
N5
N5 N5
N5
N5
N5
N5
N5
FB2(N1,P1) FB2(N1,P1) FB2(N1,P1)
N5
N5
N5
N5
N5
N5N5
N5
N5
N5
N5
N5 N5
N5
N5
N5
FB1(N1,P1)
RISER
4
T401
RISER
4
T401
N5
T602 6
T6024
T602
7
T602
3
T602
8
T602
9
T602
2
T602
1
T602 5
T601
23
MAIN HALL
301
T602
10
N5
N5
N5
FB2(N1,P1)
FB2(N1,P1) FB2(N1,P1)
FB2(N1,P1) FB2(N1,P1)
FB2(N1,P1)FB2(N1,P1)FB2(N1,P1)FB2(N1,P1) FB2(N1,P1)
FB2(N1,P1)
SC SMALL GROUP
ROOM
307A
VEST
305A
RISER
4
T401
RISER
8
T401 T60214
T60211
T602 12
RISER
8
T401
18
FB2(N1,P1)
N5
J8
T602
20
T902
3
1
1
1/8" = 1'-0"
TECHNOLOGY INFRASTRUCTURE LEVEL 3 FLOOR PLAN
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1/8" = 1'-0"
4786.000
T103
TECHNOLOGY
INFRASTRUCTURE LEVEL 3
FLOOR PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1
NO. DATE DESCRIPTION
1 03/23/2018 PACKAGE 4 - ADDENDUM #1
21 19 18 17 16 15 14 13 12 11 10 9 8 7 627262524232220
A
C
D
E
F
G
H
1a
1a
FB1(N1,P1)
J4
J4J9
J9
J2N5
J1(N4,P4)
J1(N4,P4)
P2
MECHANICAL
ROOM
402
EXTERIOR
TERRACE
405
CATERING PREP
403
ELEVATOR 3
EL403
STAIR 1
ST401
ELEVATOR 2
EL402
STAIR 2
ST402
WOMEN
406
ELEC
402C
ROOFTOP
READING ROOM
401
TELECOM
402B
RISER
4
T401
RISER
4
T401
RISER
4
T402
MEN
407
P2
N5
P2N5
N5
N5
J9P2N5
T60216
T602
17
T602
13
T602 22
T602
21
T902
5
1
1/8" = 1'-0"
TECHNOLOGY INFRASTRUCTURE LEVEL 4 FLOOR PLAN
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1/8" = 1'-0"
4786.000
T104
TECHNOLOGY
INFRASTRUCTURE LEVEL 4
FLOOR PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
NO. DATE DESCRIPTION
1 03/23/2018 PACKAGE 4 - ADDENDUM #1
21 19 18 17 16 15 14 13 12 11 10 9 8 7 6 527262524232220
A
C
D
E
F
G
H
SUNKEN
COURTYARD
013
STAIR 4
ST L04
ELEC
001B
CENTRAL
SERVICE POINT
001D
PRE ACTION
001C
ELEVATOR 1
EL001
ELEVATOR 3
EL003
STAIR 1
ST001
STAIR 2
ST002
ELEVATOR 2
EL002
COLLAB ROOM
009D
OFFICE
009C
OFFICE
009G
COLLAB ROOM
009B
TLR CLASSROOM
011
OFFICE
009A
ELEVATOR
CONTROL ROOM
012H
WEST VESTIBULE
010V
STAFF
WORKROOM
009
Unoccupied
Unoccupied
FA. CL
001F
TELECOM
001A
SC SECURE
STACKS
003
COMPUTER
CLASSROOM
012D
COLLAB ROOM
012E
COLLAB ROOM
010A
DIGITAL MEDIA
HUB
012
SC SECURE
STACKS
005
MEDIA
PRODUCTION
STUDIO
012B
COLLAB ROOM
012F
CENTRAL
SERVICE POINT
SUPPORT
004
ELEVATOR 4
EL004
SOUTH ENTRY
007
SOUTH ENTRY
VESTIBULE
007V
GENERAL
COLLECTIONS
015
SC SECURE
CORR.
005A
MEN
T002
JANITOR
012G
STAIR 3 (OCULUS)
ST003
MEDIA
PRODUCTION
STUDIO (SELF
SERVE)
012A
CENTRAL
SERVICE POINT
SUPPORT
004
WOMEN
T001
CORR
006
MAIN HALL
001
N23
N23
N23
N23
N23
N23 N23
N23
N23
N23
N23
N23
N23
N23
N23 N23
N23
N23
N23
N24
N24 N24
18"x4" CABLE BASKET18"x4" CABLE BASKET18"x4" CABLE BASKET
18"x4" CABLE BASKET 12"x4" CABLE BASKET18"x4" CABLE BASKETN2418"x4" CABLE BASKETN24
N24
T200G2
T200G2
N23
N23
RISER
1
T402
J24(N20,P20)N22
P22
P22 J24(N20,P20)
N22
N24N24N24
BOILER ROOM
002
STORAGE
009F
OFFICE
009E
SHAFT
S004
SHAFT
S003
STAIR 4
ST004
SHAFT
S009
SC SECURE
STACKS
005
TELECOM
012C
SC SECURE
STACKS
005
OFFICE
009H
OFFICE
009J
OFFICE
009L
OFFICE
009K
AV CL.
011B
OPEN COLLAB
010
MAIN HALL
001
CORR
006
OPEN READING
015A
C1
C1
P21
J23
P21J23
N24
T601 6
RISER
1
T401
RISER
1
T401
RISER
1
T401
RISER
2
T403
RISER
1
T401
RISER
1
T401
S S S
S S S
S S S
N26 N26N26
N26 N26N26
N26 N26N26
N26 N26N26
N26
N26
N26N26
N26 N26
N26 N26 N26 N26 N26
RISER
3
T403
RISER
3
T403
ACCESS PANEL
18"x4" CABLE BASKETACCESS PANEL
ACCESS PANEL
(6) 4" CONDUITS
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1/8" = 1'-0"
4786.000
T200G1
TECHNOLOGY
INFRASTRUCTURE LEVEL G1
REFLECTED CELING PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/8" = 1'-0"
TECHNOLOGY INFRASTRUCTURE LEVEL G1 REFLECTED CELING PLAN
NO. DATE DESCRIPTION
7 6 5 4 3 2 1
C
D
E
F
G
H
SUNKEN
COURTYARD
013
GENERAL
COLLECTIONS
015
N23
N23
18"x4" CABLE BASKET18"x4" CABLE BASKET
T200G1
T200G1 MECHANICAL
014
OPEN READING
015A
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1/8" = 1'-0"
4786.000
T200G2
TECHNOLOGY
INFRASTRUCTURE LEVEL G2
REFLECTED CELING PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/8" = 1'-0"
TECHNOLOGY INFRASTRUCTURE LEVEL G2 REFLECTED CELING PLAN
NO. DATE DESCRIPTION
21 19 18 17 16 15 14 13 12 11 10 9 8 7 627262524232220
A
C
D
E
F
G
H
MAIN HALL
101
TELECOM
101A
W/GN TOILET
ROOM
T101
PRE ACTION
101C
MAIN SERVICE
POINT
101D
M/GN TOILET
ROOM
T102
EAST ENTRY
100
SC SECURE HALL
105B
ELEVATOR 3
EL103
STAIR 1
ST101
STAIR 2
ST102
ELEVATOR 2
EL102
READING ROOM
110A
CAFE SUPPORT
110C
GROUP STUDY
108A
GROUP STUDY
108J
ASSISTIVE TECH
108H
SEMINAR ROOM
108F
OFFICE
107D
SC SECURE
STACKS
105
OFFICE - DEAN OF
LIBRARIES
107C
NC HUB - TLR AND
ACADEMIC
SUCCESS
108
LIBRARY
ADMINISTRATION
107
EAST VESTIBULE
100V
BROWSING ROOM
CLASSROOM
102CONWAY -
SHARED OFFICE
103A
ELEC.
101B
CONWAY CENTER
103
SC OFFICE
106D
SC -
COLLECTIONS
WORKROOM
106
OFFICE
108E
CONWAY -
OFFICE
103C
CONWAY -
OFFICE
103E
EXIT
PASSAGEWAY
111
STAIR 3
ST103
N23
N23
N23
N23
N23
N23
N23
N23
N23
N23
N23
N23
N23
N23
N23
N23 N23
N23
N23
N23
N23
J24(N20,P20)
N22 N22
J24(N20,P20)N22
18"x4" CABLE BASKET
N24 N24
N24
A1
C1 C1
N24 N24
J22 P22
P21
J24(N20,P20)
P22J22 P22J22
P21J23 P21J23
RISER
2
T402
RISER
1
T403
RISER
1
T401
N24
N24
M/GN TOILET
ROOM
T103
GROUP STUDY
108B
SHAFT
S107
SHAFT
S104
JANITOR
109A
ELEVATOR 1
EL101
STORAGE/AV
108G
LOCKERS
101G
AV CL.
102A
SHAFT
S103
SC OFFICE
106C
SC DIGITIZATION
106A
SC OFFICE
106B
GROUP STUDY
104B
OFFICE
104A
OFFICE
107B
OFFICE
107A
OFFICE
108D
CONWAY -
OFFICE
103B
STOR
103D
CONWAY -
OFFICE
103F
FIRE ALARM
101F
SERVICE POINT
SUPPORT
104
OFFICE
108C
SHAFT
S101
SHAFT
S102
STOR
102B
SHAFT
S106
SHAFT
S105
CAFE SERVICE
110B
J22P22N22
J24(N20,P20)
P21
A1
J23J23
RISER
1
T401 RISER
1
T401
RISER
1
T401
RISER
3
T401
S
S
S
S
S
S
T601
T601
12
J20
J20 J20 J20
J20
J20 J20 J20
J20
J20 J20 J20
J20
J20J20
J20 J20 J20
N26
N26
N26
N26
N26
N26
N26
N26
N26
N26
N26N26 N26N26
N26
N26 N26 N26
N26N26
1318"x4" CABLE BASKETN26
N26
N26
N26
N26
N26
N26
N26
N26
N26
N26
N26
N26
N26
N26
N26
N26
N26
N26
N26
12"x4" CABLE BASKET12"x4" CABLE BASKET
12"x4" CABLE BASKET12"x4" CABLE BASKET 12"x4" CABLE BASKET12"x4" CABLE BASKET 12"x4" CABLE BASKET12"x4" CABLE BASKET
N24
ACCESS PANELS
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1/8" = 1'-0"
4786.000
T201
TECHNOLOGY
INFRASTRUCTURE LEVEL 1
REFLECTED CELING PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/8" = 1'-0"
TECHNOLOGY INFRASTRUCTURE LEVEL 1 REFLECTED CELING PLAN
NO. DATE DESCRIPTION
21 19 18 17 16 15 14 13 12 11 10 9 8 7 627262524232220
A
C
D
E
F
G
H
READING ROOM
210
ELEC
201B
TELECOM
201A
HALL
201
PRE ACTION
201C
HALL
207
REFLECTION
ROOM
208A
NC HUB -
ACADEMIC
SUCCESS
208
SHAFT
S207
STAIR 1
ST201
ELEVATOR 2
EL202
STAIR 2
ST202
SC SECURE
STACKS
205
ELEVATOR 1
EL201
ELEVATOR 3
EL203
STAIR 3
ST103
SC OFFICE
206D
N23
N23
N23
N23
N23
N23
N23
N23
N23
N23
N23
N23
N23
CAVERNO
208B
N24
18"x4" CABLE BASKET
18"x4" CABLE BASKET
SEMINAR ROOM
209
SHAFT
S204
STORAGE
210A
GN TOILET ROOM
T201
SC SECURE HALL
205B
STORAGE
209A
SHAFT
S203
SC OFFICE
206C
SC OFFICE
206B
SC SHARED
OFFICE
206A
SHAFT
S201
SHAFT
S202
FIRE ALARM
201F
SHAFT
S206
SHAFT
S205
RISER
4
T403
N24
RISER
3
T401
S
S
S
S
S S
N26 N26
N26 N26
N26 N26
ACCESS PANELS
ACCESS PANELS
2
J24(N20,P20)
N22J22 P22
P21J23
J20 J20
J20 J20
T601
25
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1/8" = 1'-0"
4786.000
T202
TECHNOLOGY
INFRASTRUCTURE LEVEL 2
REFLECTED CELING PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/8" = 1'-0"
TECHNOLOGY INFRASTRUCTURE LEVEL 2 REFLECTED CELING PLAN
1
COORDINATE EXACT LOCATION OF
PROJECTION SCREEN WITH
MILLWORK
NO. DATE DESCRIPTION
1 03/23/2018 PACKAGE 4 - ADDENDUM #1
21 19 18 17 16 15 14 13 12 11 10 9 8 7 627262524232220
A
C
D
E
F
G
H
OPEN READING
ROOM
310
SC STAFF
WORKROOM
306
COLLAB ROOM
310CGROUP STUDY
301E
GROUP STUDY
301F
SPECIAL
COLLECTIONS
CLASSROOM
303
TELECOM
301A
PRE ACTION
301C
CONSULT
307C
CONSULT
307D
MEETING ROOM
309A
OFFICE - D&A
309H STORAGE
309G
COLLAB ROOM
310B
SHAFT
S307
COLLOCOTT
READING RM
302
OFFICE - D&A
309D
OFFICE - D&A
309E
INTER LIBRARY
LOAN
309C MEN/GN
T302
STAFF ROOM
309F
MAIN HALL
301
WOMEN
T301
ELEVATOR 1
EL301
ELEVATOR 3
EL303
STAIR 1
ST301
SC CLASSROOM
304
EXHIBIT AND
RARE BOOK PREP
304A
SC MEETING
ROOM
307B ELEVATOR 2
EL302
STAIR 2
ST302
SC SECURE
STACKS
305
ELEC
301B
SPECIAL
COLLECTIONS
ENTRY
308
SPECIAL
COLLECTIONS
READING ROOM
307
N23
N23
N23
N23
N23
N23
N23
N23N23N23
N23
N23
N23N23N23N23N23
N23
N23
N23
N23
N23
N23
N23
N23
N23
N23
N23
J24(N20,P20)
N22
N24
N24
N24
N24
N24
N24
N24
N24
18"x4" CABLE BASKET
A1
P22
STORAGE
310A
SHAFT
S304
FIRE ALARM
301G
SC SECURE HALL
305B
SHAFT
S303
DISCOVERY &
ACCESS
309
PHONE (ADA)
309J
PHONE
301D
SHAFT
S301
SHAFT
S302
SHAFT
S306
SHAFT
S305
STAIR 3
ST103
RISER
3
T402
N24
A1 P21 P21
P22N22
J24(N20,P20)
RISER
2
T401
RISER
1
T401
RISER
1
T401
RISER
2
T401
RISER
2
T401
RISER
3
T401
N24
N24
S
S
S
S
S
S
S
S
N25
N25
N25 N25
N25N25
T602
N26 N26 N26 N26
N26N26N26N26
N26 N26 N26 N26
N26
N26
N26
N26
18"x4" CABLE BASKET
18"x4" CABLE BASKET18"x4" CABLE BASKET(1) 2" CONDUIT
(1) 2" CONDUIT
(1) 2" CONDUIT
(1) 2" CONDUIT
(1) 2" CONDUIT
12"x4" CABLE BASKET12"x4" CABLE BASKET12"x4" CABLE BASKETRISER
8
T401
RISER
6
T401
RISER
6
T401
RISER
6
T401
SC SMALL GROUP
ROOM
307A
Unoccupied
Unoccupied
VEST
305A
N24
18
N26N26N26
(4) 4" CONDUITS UP TO
TELECOM 402B
RISER
8
T401
J23 J23
ACCESS PANELS
ACCESS PANEL
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1/8" = 1'-0"
4786.000
T203
TECHNOLOGY
INFRASTRUCTURE LEVEL 3
REFLECTED CELING PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/8" = 1'-0"
TECHNOLOGY INFRASTRUCTURE LEVEL 3 REFLECTED CELING PLAN
NO. DATE DESCRIPTION
21 19 18 17 16 15 14 13 12 11 10 9 8 7 627262524232220
A
C
D
E
F
G
H
MECHANICAL
ROOM
402
EXTERIOR
TERRACE
405
CATERING PREP
403
ELEVATOR 3
EL403
STAIR 1
ST401
ELEVATOR 2
EL402
STAIR 2
ST402
WOMEN
406
ELEC
402C
ROOFTOP
READING ROOM
401
TELECOM
402B
J20 J20 J20 J20
J20 J20 J20 J20
J20 J20 J20
J20 J20
J20 J20 J20
J20 J20J20 J20
J20
J20
J20J20J20
J20
J20
J20
J20
J20
N23
N23
N23
N23
N23
J24(N20,P20)N22
RISER
4
T402
J22
P22
J21
MEN
407
FIRE ALARM
401A
J22P22N22
J24(N20,P20)
J20 J20 J20 J20
RISER
4
T402
C1
C1
J24(N20,P20)
J22P22
J20
J20
J20
J20
J20
N22
RISER
4
T402
C1
J23P21
P21
J23
J23P21
T60216
T602
17
T602
13
RISER
4
T402
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1/8" = 1'-0"
4786.000
T204
TECHNOLOGY
INFRASTRUCTURE LEVEL 4
REFLECTED CELING PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/8" = 1'-0"
TECHNOLOGY INFRASTRUCTURE LEVEL 4 REFLECTED CELING PLAN
NO. DATE DESCRIPTION
DN
21 19 18 17 16 15 14 13 12 11 10 9 8 7 6 527262524232220
A
C
D
E
F
G
H
T901
1
T300G2
T300G2
SUNKEN
COURTYARD
013
STAIR 4
ST L04
ELEC
001B
CENTRAL
SERVICE POINT
001D
PRE ACTION
001C
ELEVATOR 1
EL001
ELEVATOR 3
EL003
STAIR 1
ST001
STAIR 2
ST002
ELEVATOR 2
EL002
COLLAB ROOM
009D
OFFICE
009C
OFFICE
009G
COLLAB ROOM
009B
TLR CLASSROOM
011
OFFICE
009A
ELEVATOR
CONTROL ROOM
012H
WEST VESTIBULE
010V
STAFF
WORKROOM
009
FA. CL
001F
TELECOM
001A
SC SECURE
STACKS
003
COMPUTER
CLASSROOM
012D
COLLAB ROOM
012E
COLLAB ROOM
010A
DIGITAL MEDIA
HUB
012
SC SECURE
STACKS
005
MEDIA
PRODUCTION
STUDIO
012B
COLLAB ROOM
012F
CENTRAL
SERVICE POINT
SUPPORT
004
ELEVATOR 4
EL004
SOUTH ENTRY
007
SOUTH ENTRY
VESTIBULE
007V
GENERAL
COLLECTIONS
015
SC SECURE
CORR.
005A
N1D
N1D
N1D
N1D
T901
3
N5B
N5B N5C
N5B
N5C
N5B
N5B
N1D
N1D
N1D
N1D
N5BN5C N5C
N1D
N1D
MEN
T002
JANITOR
012G
STAIR 3 (OCULUS)
ST003
MEDIA
PRODUCTION
STUDIO (SELF
SERVE)
012A
CENTRAL
SERVICE POINT
SUPPORT
004 WOMEN
T001
CORR
006
MAIN HALL
001
N23E
N23E
N23E N23E N23E
N23E N23E
N23E
N23E
N23E
N23E
N23E
N23E
N23E
N23E N23E
N23E
N23E
N23E
N24A
N4A
N4A
N24A
N5D
N24A
N4A
N24A N24A
N24A
N24A
N24A
STORAGE
009F
OFFICE
009E
N1D
N1D
N1D
N1D
N1D
N1D
N1D
N1D
N1D
N1D
N1D
N1D
N1D
N1D
N1D
N1D
N1D
N1D N1D
N1D N1D
N1D
N5B N5B
N5B
N5B N5B
N22F
N22F
N1G
N1G
N1G
N5C N5B N5C
N23E
N23E
N4A
N1D N1D
N5C
N5C
N1D
N4A
BOILER ROOM
002
SHAFT
S004
SHAFT
S003
STAIR 4
ST004
SC SECURE
STACKS
005
TELECOM
012C
SC SECURE
STACKS
005
OFFICE
009H
OFFICE
009J
OFFICE
009L
OFFICE
009K
AV CL.
011B
OPEN COLLAB
010
MAIN HALL
001
CORR
006
OPEN READING
015A
N1G
N1D
N1D
N1D
N4A
N4A
N24A
N4A
N24A N24A
N5D
N4A
N4A
N4A
N4A
N4A
N5B
N24A
N1D N1D
N1D
N1D N1D
N1D
N5B
N5B
N5B
N5B
N5B
N4A
N5B N5B N5B N5B
N5B
N5B
N5B
N5B
N5B
N20A
N20A
N5B
N5B
N1D
N4A
N5C
N5C
N5C
N5C
N1D N1D
N1D
N5B
N5B
N1D
N5B N5B
N1D N1D
N26GN26GN26G
N26G N26GN26G
N26G N26G N26G
N26G N26G N26G
N26G N26G N26G N26G N26G
N26G N26G
N26G N26G
N26G
N26G
TELECOM ROOM 012C
SERVING ZONE
TELECOM ROOM 001A
SERVING ZONE
TELECOM ROOM 012C
SERVING ZONE
TELECOM ROOM 001A
SERVING ZONE
PHONE
010B
PHONE
001E
N5B
N5B
N4A
N1D N1D N1D
N1D
N1D
N1D
N1D
N5B
N5BN5B N5B
N5B N5B
N5B
N5B
N1D
N5D
N5D
N5B
N1D
N1B
1 1
1 1
N1D
N5B
1
1 1 1 1
N5B
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1/8" = 1'-0"
4786.000
T300G1
TELECOMMUNICATIONS
LEVEL G1 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/8" = 1'-0"
TELECOMMUNICATIONS LEVEL G1 PLAN
1
NO. DATE DESCRIPTION
1 03/23/2018 PACKAGE 4 - ADDENDUM #1
7 6 5 4 3 2 1
C
D
E
F
G
H
T300G1
T300G1
SUNKEN
COURTYARD
013
GENERAL
COLLECTIONS
015
GENERAL
COLLECTIONS
015
N23E
N23E
MECHANICAL
014
OPEN READING
015A
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1/8" = 1'-0"
4786.000
T300G2
TELECOMMUNICATIONS
LEVEL G2 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/8" = 1'-0"
TELECOMMUNICATIONS LEVEL G2 PLAN
NO. DATE DESCRIPTION
21 19 18 17 16 15 14 13 12 11 10 9 8 7 627262524232220
A
C
D
E
F
G
H
T901
5
MAIN HALL
101
TELECOM
101A
CAFE SEATING
101H
W/GN TOILET
ROOM
T101
PRE ACTION
101C
MAIN SERVICE
POINT
101D
M/GN TOILET
ROOM
T102
EAST ENTRY
100
SC SECURE HALL
105B
ELEVATOR 3
EL103
STAIR 1
ST101
STAIR 2
ST102
ELEVATOR 2
EL102
READING ROOM
110A
CAFE SUPPORT
110C
GROUP STUDY
108A GROUP STUDY
108J
ASSISTIVE TECH
108H
SEMINAR ROOM
108F
OFFICE
107D
SC SECURE
STACKS
105
OFFICE - DEAN OF
LIBRARIES
107C
NC HUB - TLR AND
ACADEMIC
SUCCESS
108
LIBRARY
ADMINISTRATION
107
EAST VESTIBULE
100V
BROWSING ROOM
CLASSROOM
102
CONWAY -
SHARED OFFICE
103A
ELEC.
101B
CONWAY CENTER
103
N1D
N1D
N1D
SC OFFICE
106D
SC -
COLLECTIONS
WORKROOM
106
OFFICE
108E
CONWAY -
OFFICE
103C
CONWAY -
OFFICE
103E
EXIT
PASSAGEWAY
111
STAIR 3
ST103
N5C
N5C
N5C N5C
N5C
N5BN5BN5B
N5C
N1D
N1DN1D
N1DN1D
N1D
N1D
N5B
N5B
N1D
N5C
N5C
N1D
N1D
N1D
N23E
N23E
N23E
N23E
N23E
N23E
N23E
N23E
N23E
N23E
N23E N23E
N23E
N23E
N23E
N23E N23E
N23E
N23E
N23E
N23E
N4A
N4A
N5D
N4A
N24A N24A N24A
N24A
N4A
N4A
N4A
N24A N24A
N22F N22FN20AN22F
N5D
N24A N24A
N24A
N24A
N24A N24A
N20A
N1D N1D N1D N1D
N1D N1D N1D N1D
N1D N1D N1D
N1D
N1D
N1DN1D
N1D
N1D
GROUP STUDY
108B
N5C
N5C
N20A
N5B
N5B
N5B
N5B
N5B N5B N5B
N5B
N5B
N5BN5BN5BN5BN5B
N5B
N5B
N5C
N1D
N5B
M/GN TOILET
ROOM
T103
SHAFT
S107
SHAFT
S104
JANITOR
109A
ELEVATOR 1
EL101
STORAGE/AV
108G
LOCKERS
101G
AV CL.
102A
SHAFT
S103
SC OFFICE
106C
SC DIGITIZATION
106A
SC OFFICE
106B
GROUP STUDY
104B
OFFICE
104A
OFFICE
107B
OFFICE
107A
OFFICE
108D
CONWAY -
OFFICE
103B
STOR
103D
CONWAY -
OFFICE
103F
FIRE ALARM
101F
SERVICE POINT
SUPPORT
104
OFFICE
108C
Unoccupied
Unoccupied
SHAFT
S101
SHAFT
S102
STOR
102B
SHAFT
S106
SHAFT
S105
CAFE SERVICE
110B
N1D
N5C N5C
N4A
N1D
N4A
N4A
N24A
N4AN4A
N4A N4A
N5D
N1D
N4A N4A
N24A
N20A
N22F
N5B
N5B
N5B
N5B
N5B N5B
N1D
N1D
N1D N1D
N1D
N1D
N1D
N1D
N4A
N5C
N5C
N5C
N5C
N1D
N5B
N5C
N5C
N4A N5C
N5C
N5C
N5C
N1D
N1D
N1D N1D
N5B
N1D
N26G
N26GN26G
N26GN26GN26G
N26GN26GN26G
N26GN26GN26G
N26G N26G N26G
N26GN26GN26G
N26GN26GPHONE
108K
PHONE
101E
N5B
N5B
N1B
N1B
N5B
N26G N26G N26G N26G
N26G
N26GN26GN26GN26GN26G
N26G N26G N26G N26G N26G
N26G N26G N26G N26G
N26G
1
1
1 1
1
1
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1/8" = 1'-0"
4786.000
T301
TELECOMMUNICATIONS
LEVEL 1 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/8" = 1'-0"
TELECOMMUNICATIONS LEVEL 1 PLAN
GENERAL NOTE:
ALL NETWORK OUTLETS ON LEVEL 1 ARE SERVED
FROM TELECOM 101A
1
NO. DATE DESCRIPTION
1 03/23/2018 PACKAGE 4 - ADDENDUM #1
21 19 18 17 16 15 14 13 12 11 10 9 8 7 627262524232220
A
C
D
E
F
G
H
T902
1
READING ROOM
210
ELEC
201B
TELECOM
201A
HALL
201
PRE ACTION
201C
HALL
207
REFLECTION
ROOM
208A
NC HUB -
ACADEMIC
SUCCESS
208
SHAFT
S207
STAIR 1
ST201
ELEVATOR 2
EL202
STAIR 2
ST202
SC SECURE
STACKS
205
ELEVATOR 1
EL201
ELEVATOR 3
EL203
STAIR 3
ST103
SC OFFICE
206D
N1D
N23E
N23E
N23E
N23E
N23E
N23E
N23E
N23E
N23E
N23E
N23E
N23E
N23E
N24A
N4A
N24A
N1D
N5B
N5C
BROWSING ROOM
CLASSROOM
102
CAVERNO
208B
SEMINAR ROOM
209
SHAFT
S204
STORAGE
210A
GN TOILET ROOM
T201
SC SECURE HALL
205B
STORAGE
209A
SHAFT
S203
SC OFFICE
206C
SC OFFICE
206B
CAVERNO
208B
SC SHARED
OFFICE
206A
SHAFT
S201
SHAFT
S202
FIRE ALARM
201F
SHAFT
S206
SHAFT
S205
N1D
N1D N1D N1D
N1DN1D
N24A
N5D
N4A N4A
N5BN5B
N1D
N1D
N1D
N1D N1DN1D
N1D
N1D
N1D
N1D
N5B
N5B
N5B
N1D N1D
N5B
N5B
N1D
N5B
N5B
N1D
N26G
N26GN26G
N26G N26G
N26G
PHONE
208C Unoccupied
Unoccupied
SC WORKROOM
206
N5B
N1D
N1D
N5B
1
1
1
N20A
N22F
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1/8" = 1'-0"
4786.000
T302
TELECOMMUNICATIONS
LEVEL 2 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/8" = 1'-0"
TELECOMMUNICATIONS LEVEL 2 PLAN
GENERAL NOTE:
ALL NETWORK OUTLETS ON LEVEL 2 ARE SERVED
FROM TELECOM 201A
1
NO. DATE DESCRIPTION
1 03/23/2018 PACKAGE 4 - ADDENDUM #1
21 19 18 17 16 15 14 13 12 11 10 9 8 7 627262524232220
A
C
D
E
F
G
H
T902
3
OPEN READING
ROOM
310
SC STAFF
WORKROOM
306
COLLAB ROOM
310C
GROUP STUDY
301E
GROUP STUDY
301F
SPECIAL
COLLECTIONS
CLASSROOM
303
TELECOM
301A
PRE ACTION
301C
CONSULT
307C
CONSULT
307D
MEETING ROOM
309A
OFFICE - D&A
309H
STORAGE
309G
COLLAB ROOM
310B
SHAFT
S307
COLLOCOTT
READING RM
302
OFFICE - D&A
309D
OFFICE - D&A
309E
INTER LIBRARY
LOAN
309C MEN/GN
T302
STAFF ROOM
309F
MAIN HALL
301
WOMEN
T301
ELEVATOR 1
EL301
ELEVATOR 3
EL303
STAIR 1
ST301
SC CLASSROOM
304
EXHIBIT AND
RARE BOOK PREP
304A
SC MEETING
ROOM
307B
ELEVATOR 2
EL302
STAIR 2
ST302
SC SECURE
STACKS
305
ELEC
301B
SPECIAL
COLLECTIONS
ENTRY
308
SPECIAL
COLLECTIONS
READING ROOM
307
N1D N1D
N1D
N1D
N1D
N1D N1D
N1D
N1D
N23E
N23E
N23E
N23E
N23E
N23E
N23E
N23EN23EN23E
N23E
N23E
N23EN23EN23EN23EN23E
N23E
N23E
N23E
N23E
N23E
N23E
N23E
N23E
N23E
N23E
N23E
N5D
N5D
N20A
N22F
N4A
N4A
N4A
N4A
N24A
N24A
N4A
N24A
N24A
N4A
N24A
N24A
N4A
N24A
N24A
N24A
N24A
N24A
N24A
N24A
N24A
N24A
N24A
N24A
N1D
N1D
N1D
N1D
N1D
N1D N1D
N5B
N5C
N5B
N5BN5B
N1D N1D N1D
N1D N1D N1D N1D
N1DN1DN1DN1D
N1D N1D N1D N1D
N5C
N5B
STORAGE
310A
SHAFT
S304
FIRE ALARM
301G
SC SECURE HALL
305B
SHAFT
S303
DISCOVERY &
ACCESS
309
PHONE (ADA)
309J
PHONE
301D
SHAFT
S301
SHAFT
S302
SHAFT
S306
SHAFT
S305
STAIR 3
ST103
N4A
N4A
N4A
N4A N4A
N4A N4A
N4AN4A
N5D
N5D
N20A
N22F
N4A
N4AN1DN4A
N4A
N1D
N1D
N1D
N1D
N1D
N1D
N1D
N5B
N5B
N5B
N5B
N5B
N5B
N5B N5B
N5B
N5B
N5B
N5C
N5C
N1D N1D N1D
N5B
N5B
N5B
N5B
N5B
N5BN5B
N5B
N5B
N5B
N5B
N5B N5B
N5B
N5B
N5B
N1DN1D
N24A
N24A
N25B
N25B
N25B N25B
N25B
N25B
N5B
N5B
N5B
N5B
N5B
N1D
N1D N1D
N1D N1D
N1D N1DN1D N1D N1DN1D
N26G
N26G
N26G N26G
N26GN26G
N26G N26G N26G N26G
N26G
N26G
N26G
N26G
N26G
N26G
N26G N26G N26G
N24A
N5D
N1D
1
1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1/8" = 1'-0"
4786.000
T303
TELECOMMUNICATIONS
LEVEL 3 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/8" = 1'-0"
TELECOMMUNICATIONS LEVEL 3 PLAN
GENERAL NOTE:
ALL NETWORK OUTLETS ON LEVEL 3 ARE SERVED
FROM TELECOM 301A
1
NO. DATE DESCRIPTION
1 03/23/2018 PACKAGE 4 - ADDENDUM #1
21 19 18 17 16 15 14 13 12 11 10 9 8 7 627262524232220
A
C
D
E
F
G
H
T902
5
EXTERIOR
TERRACE
405
CATERING PREP
403
ELEVATOR 3
EL403
STAIR 1
ST401
ELEVATOR 2
EL402
STAIR 2
ST402
WOMEN
406
ELEC
402C
ROOFTOP
READING ROOM
401
TELECOM
402B
N1D
N23E
N23E
N23E
N23E
N23E
N5D
N20AN22F
N4A
N4A
MEN
407
FIRE ALARM
401A
N20A
N22F
N5B
N5B
N20A
N22F
N5B
N5B
N5B 1
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1/8" = 1'-0"
4786.000
T304
TELECOMMUNICATIONS
LEVEL 4 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/8" = 1'-0"
TELECOMMUNICATIONS LEVEL 4 PLAN
GENERAL NOTE:
ALL NETWORK OUTLETS ON LEVEL 4 ARE SERVED
FROM TELECOM 402B
NO. DATE DESCRIPTION
1 03/23/2018 PACKAGE 4 - ADDENDUM #1
A
N
N
P
A
A
A
N
N
P
A
A
P
A
N
N A
A
N
N
P
A
A
A
N
A
A
A
N
A
N
A
A
N
P
A
A
A
N
A
N
N
P
A
A
A
N
A
N
A
A
N
STRUCTURE
CEILING
FLOOR
STRUCTURE
CEILING
FLOOR
CORRIDOR
FB2(N1,P1)
J1(N4,P4)
FLAT PANEL
DISPLAY
TYP. 1 OF 2
FLOOR BOX
J8
SCHEDULING
PANEL
N24
(1) 1-1/4"C
(1) 3/4"C
(1) 1-1/4"C
COLLAB ROOM
STRUCTURE
CEILING
FLOOR
STRUCTURE
CEILING
FLOOR
J1(N4,P4)
FLAT PANEL
DISPLAY
(1) 1-1/4"C
RISER SYMBOLS LEGEND
AUDIOVISUAL JUNCTION BOX
TELECOM JUNCTION BOX
POWER DESIGNATIONS
CONDUIT STUB
FLEXIBLE CONDUIT RUN
AN AUDIOVISUAL DEVICE WHICH CONTAINS A
POWER RECEPTACLE AND A TELECOM OUTLET
RISER DRAWINGS AND CONDUIT ROUTING
THE TECHNOLOGY INFRASTRUCTURE RISER DRAWINGS ARE
DIAGRAMMATIC IN NATURE. CONDUIT PATHS SHOWN ON THE
RISERS ARE INTENDED TO COMMUNICATE REQUIRED DEVICE
INTERCONNECTION AND SIZES ONLY. ACTUAL CONDUIT ROUTING
IN THE FIELD MAY BE REQUIRED TO FOLLOW ROUTING CONTRARY
TO THAT IMPLIED BY THE RISER. IN ALL CASES, CONDUIT ROUTES
SHALL FOLLOW THE SHORTEST PATH POSSIBLE WHILE
COMPLYING WITH INDUSTRY STANDARDS AND BEST PRACTICES.
CONDUIT AND PULL BOXES
ALL CONDUIT RUNS SHALL BE STEEL, THIN-WALL ELECTRICAL
METALLIC TUBING (EMT) UNLESS OTHERWISE INDICATED. CONDUIT
SIZES AND INTERCONNECTIONS SHALL BE AS INDICATED ON THE
TECHNOLOGY INFRASTRUCTURE RISER DRAWINGS. THE
CONTRACTOR SHALL PROVIDE A PULL BOX IMMEDIATELY BEFORE
AND AFTER ANY CONDUIT RUN SECTION CONTAINING TWO NINETY-
DEGREE TURNS OR ANY SINGLE RUN EXCEEDING FIFTY FEET IN
LENGTH REGARDLESS OF WHETHER PULL BOXES ARE SHOWN ON
THE DRAWINGS OR NOT.
PULL STRINGS
ALL CONDUIT RUNS SHALL BE PROVIDED WITH A PULL STRING.
NYLON BUSHINGS
PROVIDE A NYLON BUSHING ON ALL CONDUIT STUBS AND NON-
TERMINATING CONDUIT ENDS TO PROTECT WIRE PULLS.
POWER DESIGNATORS AND RECEPTACLES
POWER DESIGNATORS AND RECEPTACLES WHICH APPEAR
ON THE TECHNOLOGY INFRASTRUCTURE RISER DRAWINGS ARE
SHOWN TO INDICATE THEIR REQUIRED ADJACENCY TO
AUDIOVISUAL COMPONENTS. REFER TO THE TECHNOLOGY
INFRASTRUCTURE PLANS, ELEVATIONS AND DETAILS FOR
ADDITIONAL GUIDANCE REGARDING TECHNOLOGY POWER
LOCATIONS. REFER TO THE ELECTRICAL DRAWINGS FOR
COMPLETE POWER LAYOUTS AND CIRCUITING DETAILS.
TELECOM OUTLETS
JUNCTION BOXES FOR TELECOM OUTLETS WHICH APPEAR
ON THE TECHNOLOGY INFRASTRUCTURE RISER DRAWINGS ARE
SHOWN TO INDICATE THEIR REQUIRED ADJACENCY TO
AUDIOVISUAL COMPONENTS. REFER TO THE TECHNOLOGY
INFRASTRUCTURE PLANS, ELEVATIONS AND DETAILS FOR A
COMPLETE LAYOUT OF TELECOM JUNCTION BOXES FOR EACH
SPACE.
CONDUIT MUST BE PROVIDED FOR ALL TELECOM JUNCTION
BOXES. SEE THE "TELECOMMUNICATIONS TYPICAL NETWORK
RISER DIAGRAM" 1/T501 FOR CONDUIT REQUIREMENTS FOR EACH
TELECOM JUNCTION BOX TYPE.
STRUCTURE
CEILING
FLOOR
STRUCTURE
CEILING
FLOOR
CORRIDOR
FB2(N1,P1)
J1(N4,P4)
FLAT PANEL
DISPLAY
TYP. 1 OF 2
FLOOR BOX
J8
SCHEDULING
PANEL
N24
(1) 1-1/4"C
(1) 3/4"C
(1) 1-1/4"C
TYP. 1 OF 2
J2
EQUIPMENT
RACK
(3) 1-1/4"C
WALL MOUNTED
CAMERA
J6
(1) 3/4"C
SEMINAR ROOM/WORKSHOP
STRUCTURE
CEILING
FLOOR
STRUCTURE
CEILING
FLOOR
CORRIDOR
FB2(N1,P1)
FLOOR BOX
J8
SCHEDULING
PANEL
N24
(1) 1-1/4"C
(1) 3/4"C
TYP. 1 OF 4
J2
EQUIPMENT
RACK
(3) 1-1/4"C
WALL MOUNTED
CAMERA
J6
(1) 3/4"C
J1(N4,P4)
FLAT PANEL
DISPLAY
TYP. 1 OF 2
(1) 1-1/4"C
SEMINAR ROOM/WORKSHOP
STRUCTURE
CEILING
FLOOR
STRUCTURE
CEILING
FLOOR FB2(N1,P1)
FLOOR BOX
(1) 1-1/4"C
STUB TO NEAREST
CABLE TRAY
STRUCTURE
CEILING
FLOOR
STRUCTURE
CEILING
FLOOR FB2(N1,P1)
J1(N4,P4)
FLAT PANEL
DISPLAY
FLOOR BOX
(1) 1-1/4"C
(1) 1-1/4"C
CORRIDOR
J8
SCHEDULING
PANEL
N24
(1) 3/4"C
STRUCTURE
CEILING
FLOOR
STRUCTURE
CEILING
FLOOR FB2(N1,P1)
FLOOR BOX
(1) 1-1/4"C
TYP. 1 OF 3
(1) 1-1/4"C
J3
AV I/O PANEL
TYP. 1 OF 2
STRUCTURE
CEILING
FLOOR
STRUCTURE
CEILING
FLOOR
J8
SCHEDULING
PANEL
N24
(1) 3/4"C
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
NTS 4/6/2018
4786.000
T401
TECHNOLOGY
INFRASTRUCTURE ROOM
RISERS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
NTST401
1 4-6P COLLABORATION ROOM
NTST401
4 DIGITAL SIGNAGE
NTST401
2 8P SEMINAR/WORKSHOP
NTST401
3 16-20P SEMINAR/WORKSHOP
NTST401
5 AUDIOVISUAL FLOOR BOX SUPPORT
NTST401
6 HUDDLE ROOM OR OFFICE
NTST401
7 SC EXHIBIT
NTST401
8 SCHEDULING PANEL
*NOT IN 107C
NO. DATE DESCRIPTION
A
N
A
N
A
A
A
M PNA
A
NAN
A
A
A
A
N
A
N
A
A
A N
A
A
A
A P MNA
A P N
A A
A
N
A
N
A
A
M PNA
A N
A
A
A N
A
A
A
NA
A P N
A
A
A A AMPA
STRUCTURE
CEILING
FLOOR
STRUCTURE
CEILING
FLOOR
OPEN COLLAB / MAIN HALL
FB2(N1,P1)
FLOOR BOX
J8
SCHEDULING
PANEL
N24
J2
EQUIPMENT
RACK
WALL MOUNTED
CAMERA
TYP. 1 OF 2
J6
(1) 1-1/4"C
(1) 3/4"C
(1) 3/4"C
(3) 1-1/4"C
TYP. 1 OF 16
(1) 1-1/4"C
J3
AV I/O PANEL
TYP. 1 OF 4
J24(N20,P20)
VIDEO PROJECTOR
TYP. 1 OF 2
P21
PROJECTION
SCREEN
TYP. 1 OF 2
(1) 1-1/4"C
FB2(N1,P1)
FLOOR BOX
TYP. 1 OF 6
TLR CLASSROOM
TYP. 1 OF 2
FB1(N1,P1)
FLOOR BOX
(3) 1-1/4"C
(1) 1-1/4"C
J3
AV I/O PANEL
J23
STRUCTURE
CEILING
FLOOR
STRUCTURE
CEILING
FLOOR
CORRIDOR
FB2(N1,P1)
FLOOR BOX
J8
SCHEDULING
PANEL
N24
J10
EQUIPMENT
RACK
WALL MOUNTED
CAMERA
TYP. 1 OF 3
J6
(1) 1-1/4"C
(1) 3/4"C
(1) 3/4"C
TYP. 1 OF 12
BROWSING CLASSROOM
FLOOR BOX
(3) 1-1/4"C TYP. 1 OF 3
FB1(N1,P1)
WALL MOUNTED
LOUDSPEAKER
TYP. 1 OF 2
(1) 3/4"C
J5
J9
AV I/O PANEL
TYP. 1 OF 2
J23 P21
J24(N20,P20)
J22 P22 N22
PROJECTION
SCREEN
TYP. 1 OF 2
VIDEO PROJECTOR
TYP. 1 OF 2
(1) 3/4"C
(1) 1-1/4"C
J20
CEILING MOUNTED
LOUDSPEAKER
PULL BOXES
(QTY. PER PLANS)
(1) 3/4"C
J20
TO OTHER
LOUDSPEAKERS
(1) 3/4"C
(1) 1" FLEX WHIP
(2) 1-1/4"C
TO FIRE ALARM SYSTEM
(1) 3/4"C
STRUCTURE
CEILING
FLOOR
STRUCTURE
CEILING
FLOOR
CORRIDOR
FB2(N1,P1)
FLOOR BOX
J8
SCHEDULING
PANEL
N24
J2
EQUIPMENT
RACK
WALL MOUNTED
CAMERA
TYP. 1 OF 2
J6
(1) 1-1/4"C
(1) 3/4"C
(1) 3/4"C
(3) 1-1/4"C
TYP. 1 OF 16
J24(N20,P20)
VIDEO PROJECTOR
TYP. 1 OF 2
P21
PROJECTION
SCREEN
TYP. 1 OF 2
SPECIAL COLLECTIONS CLASSROOM
FLOOR BOX
(3) 1-1/4"C
FB1(N1,P1)
TYP. 1 OF 2
J23
STRUCTURE
CEILING
FLOOR
STRUCTURE
CEILING
FLOOR FB1(N1,P1)
J4
WALL MOUNTED
TOUCH PANEL
TYP. 1 OF 3
(3) 1-1/4"C
(1) 3/4"C
J9
(2) 1-1/4"C
WALL PLATE
TYP. 1 OF 3
FLOOR BOX
ROOFTOP READING ROOM
J20
CEILING MOUNTED
LOUDSPEAKER
PULL BOXES
(QTY. PER PLANS)
(1) 3/4"C
J20
TO OTHER
LOUDSPEAKERS
(1) 3/4"C
(1) 1" FLEX WHIP
J24(N20,P20)
J22 P22 N22
VIDEO PROJECTOR
J2
EQUIPMENT
RACK
J21
(3) 1-1/4"C
(1) 1-1/4"C
TYP. 1 OF 3
CEILING MOUNTED
LOUDSPEAKER
PULL BOXES
(RESTROOMS)
TYP. 1 OF 2
(1) 3/4"C
P21
PROJECTION
SCREEN
TYP. 1 OF 3
(1) 3/4"C
TO FIRE ALARM SYSTEM
(1) 3/4"C
J20
(1) 1" FLEX WHIP
J23
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
NTS 4/6/2018
4786.000
T402
TECHNOLOGY
INFRASTRUCTURE ROOM
RISERS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
NTST402
1 TLR CLASSROOM
NTST402
2 BROWSING ROOM CLASSROOM
NTST402
3 SPECIAL COLLECTIONS CLASSROOM
NTST402
4 ROOFTOP READING ROOM
NO. DATE DESCRIPTION
A
N
A
N
A
A
A A
A P MNA
A P N
A
N
N
P
A
A
A
N
A
A
A A
A
N
A
A
N
A
N
A
N
A
N
A
A A
A P MNA
A P N
STRUCTURE
CEILING
FLOOR
STRUCTURE
CEILING
FLOOR
CORRIDOR
FB2(N1,P1)
FLOOR BOX
J8
SCHEDULING
PANEL
N24
(1) 1-1/4"C
(1) 3/4"C
TYP. 1 OF 6
J2EQUIPMENT
RACK
WALL MOUNTED
CAMERA
TYP. 1 OF 2
J6
(1) 3/4"C
CONWAY CENTER
J20
CEILING MOUNTED
LOUDSPEAKER
PULL BOXES
(QTY. PER PLANS)
(1) 3/4"C
J20
TO OTHER
LOUDSPEAKERS
(1) 3/4"C
(1) 1" FLEX WHIP
J23 P21
J24(N20,P20)
J22 P22 N22
PROJECTION
SCREEN
TYP. 1 OF 2
VIDEO PROJECTOR
TYP. 1 OF 2
(1) 3/4"C
(1) 1-1/4"C
STRUCTURE
CEILING
FLOOR
STRUCTURE
CEILING
FLOOR
CORRIDOR
FB2(N1,P1)
J1(N4,P4)
FLAT PANEL
DISPLAY
TYP. 1 OF 2
FLOOR BOX
J8
SCHEDULING
PANEL
N24
(1) 1-1/4"C
(1) 3/4"C
(1) 1-1/4"C
TYP. 1 OF 2
J2
EQUIPMENT
RACK
(3) 1-1/4"C
WALL MOUNTED
CAMERA
J6
(1) 3/4"C
COMPUTER CLASSROOM
(1) 1-1/4"C
J3
AV I/O PANEL
TYP. 1 OF 2
STRUCTURE
CEILING
FLOOR
MEDIA PRODUCTION
STUDIO
(3) 1-1/4"C
J9
AV I/O PANEL
STRUCTURE
CEILING
FLOOR
CORRIDOR
J8
SCHEDULING
PANEL
N24
(1) 3/4"C
TYP. 1 OF 2
MEDIA PRODUCTION
STUDIO - SELF SERVE
(3) 1-1/4"C
J9
AV I/O PANEL
TYP. 1 OF 2
(3) 3"C
SEE PLANS FOR
ADDITIONAL
DETAILS
FB2(N1,P1)
FLOOR BOX
TYP. 1 OF 3
(1) 1-1/4"C
FB2(N1,P1)
FLOOR BOX
(1) 1-1/4"C
STRUCTURE
CEILING
FLOOR
STRUCTURE
CEILING
FLOOR
CORRIDOR
FB2(N1,P1)
FLOOR BOX
J8
SCHEDULING
PANEL
N24
(1) 1-1/4"C
(1) 3/4"C
TYP. 1 OF 4
J2
EQUIPMENT
RACK
CAVERNO
J20
CEILING MOUNTED
LOUDSPEAKER
PULL BOXES
(QTY. PER PLANS)
(1) 3/4"C
J20
TO OTHER
LOUDSPEAKERS
(1) 3/4"C
(1) 1" FLEX WHIP
J23 P21
J24(N20,P20)
J22 P22 N22
PROJECTION
SCREENVIDEO PROJECTOR
(1) 3/4"C
(1) 1-1/4"C
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
NTS 4/6/2018
4786.000
T403
TECHNOLOGY
INFRASTRUCTURE ROOM
RISERS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
NTST403
1 CONWAY CENTER
NTST403
2 COMPUTER CLASSROOM
NTST403
3 MEDIA PRODUCTION STUDIO
NTST403
4 CAVERNO
1
1
NO. DATE DESCRIPTION
1 03/23/2018 PACKAGE 4 - ADDENDUM #1
N
A N
A
P
A
N
A
N
N N N N
N
NA
N
P
A
A
STRUCTURE
FLOOR
STRUCTURE
ACCESSIBLE
CEILING
FLOOR
N5
ACCESSIBLE
CEILING
(1) 1-1/4" C
(1) 1" C
(1) 1" C
(1) 1" C
N1
AV / TELECOM
FLOOR BOX
STANDARD
AV WALL BOX
(FLAT PANEL DISPLAY)
AUDIOVISUAL JUNCTION BOX
TELECOM JUNCTION BOX
POWER DESIGNATIONS
CONDUIT STUB
RISER SYMBOLS LEGEND
(1) 1-1/4" C
VIDEO
PROJECTOR
N1
AV / TELECOM
FLOOR BOX
FB1 FB2
CONDUITS TO
NEAREST TELECOM
CABLE BASKET
N20 N22 N23 N24 N25
N26
VIDEO
PROJECTOR
PULL BOX
WAP ROOM
SCHEDULING
PANEL
EXTERIOR WAP
PIPE GRID
(1) 1" C
(1) 1" C(1) 1" C(1) 1" C(1) 1" C
N4
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
NTS 4/6/2018
4786.000
T501
TELECOMMUNICATIONS
TYPICAL NETWORK RISER
DIAGRAM
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
NTST501
1 TELECOMMUNICATIONS TYPICAL NETWORK RISER DIAGRAM
NO. DATE DESCRIPTION
ELECTRICAL
ENTRANCE
INCOMING SERVICES
TELECOM ROOM 012C (TR)
TELECOM ROOM 101A (TR)
TELECOM ROOM 201A (TR)
(4) 4" EMT CONDUITS
LEVEL 1
LEVEL G
LEVEL 2
LEVEL 3
3
56
MAIN TELECOM ROOM 001A (MTR)
56
4
4
4
4
4
4
4
4
4
6
55
6
5
6
8
6
2
3(4) 4" EMT CONDUITS
COMPONENT LEGEND
48 -PORT OPTICAL FIBER PANEL, RACK MOUNT
110 -STYLE PUNCHDOWN BLOCK, WALL MOUNT
TELECOM MAIN GROUNDING BUSBAR (TMGB), WALL MOUNT
TELECOM GROUNDING BUSBAR (TMGB), WALL MOUNT
PRIMARY CABLE PROTECTION, WALL MOUNT
CATV HEAD END EQUIPMENT
CATV TAP
FIRE ALARM CONTROL PANEL (PROVIDED BY OTHERS)
CABLE BASKET (REFER TO PLANS FOR SIZE)
CONDUIT (REFER TO PLANS FOR SIZE)
CABLE SCHEDULE
DESIGNATION CABLE TYPE CABLE CONFIGURATION
1
2
3
4
5
6
(12) FOSM + (12) FOMM (50 MICRON), MTR TO TR
7 OPTICAL
50 -PAIR CAT. 3 COPPER, MTR TO TR
(6) FOMM FOR FIRE ALARM CONTROL PANEL
1. TERMINATE COPPER RISER CABLES DIRECTLY ON RACK MOUNT PATCH PANELS.
1. ALL CABLE BASKET AND CONDUIT FOR TELECOM SHALL BE FURNISHED AND INSTALLED BY DIVISION 26.
2. TELECOM BONDING BACKBONE (TBB) CONDUCTORS SHALL BE AS SIZED BY THE ELECTRICAL ENGINEER AND SHALL BE FURNISHED AND INSTALLED BY DIVISION 26.
3. #6 AWG TBB CONDUCTORS SHALL BE FURNISHED AND INSTALLED BY DIVISION 27. INDIVIDUAL "HOME" RUNS SHALL BE MADE FROM THE TMGB/TGB TO EACH OPEN FRAME EQUIPMENT RACK. RACKS SHALL NOT BE DAISY CHAINED.
4. CABLE RUNWAY WITHIN MDF AND TELECOM ROOM SPACES SHALL BE FURNISHED AND INSTALL BY DIVISION 27. #6 AWG GROUND CONDUCTORS SHALL BE FURNISHED AND INSTALLED BY DIVISION 27. EACH CABLE RUNWAY ASSEMBLY SHALL HAVE A MINIMUM OF ONE "HOME" RUN BACK TO THE
TGB. ALL CONTIGUOUS CABLE RUNWAY SEGMENTS SHALL BE BONDED TOGETHER USING #6 AWG STRAPS AND GROUNDED ACCORDING TO SPECIFICATIONS.
COPPER
OPTICAL
CODED NOTES
GENERAL NOTES
48 -PORT COPPER PATCH PANEL, RACK MOUNT
FIBER SERVICE ENTRANCE (NOT IN CONTRACT)
PROTECTED COPPER, SERVICE ENTRANCE (NOT IN CONTRACT)
OPTICAL
COPPER
6 AWG STRANDED GROUND CONDUCTOR BY DIVISION 27 (WITHIN MDF AND TELE/DATA SPACES)
TELECOM BONDING BACKBONE (TBB) INCLUDING ASSOCIATED PATHWAYS BY DIVISION 26COPPER
COPPER
4
FACP
7
OPTICAL
OPTICAL
TGB
TGB
OPTICALCOPPER
OPTICALCOPPER
TMGB
COPPER
FIRE ALARM
TGB
TMGB
110
OPTICAL
110
COPPER
LEVEL 4LEVEL 4
ROOF
(1) 2" EMT CONDUIT CAPPED
ROOF
TELECOM ROOM 301A (TR)
(4) 4" EMT CONDUITS
3
56
4
4
4
TGB
OPTICALCOPPER
TELECOM 402B (TR)
(4) 4" EMT CONDUITS
3
56
4
4
4
TGB
OPTICALCOPPER
5
6
56
4
4
4
3
TGB
OPTICALCOPPER
FACP
1
1
1
1
1
1
8
8 (24) FOSM + (12) FOMM (50 MICRON), OSP TO MTROPTICAL
9
9 250 -PAIR CAT. 3 COPPER, OSP TO MTRCOPPER
LEVEL 1
LEVEL G
LEVEL 2
LEVEL 3
6
5
6
55
6
6
55
6
LEVEL LL LEVEL LL
5
6
97
9
7
8
8
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 3/8" = 1'-0"
4786.000
T502
TELECOMMUNICATIONS
BUILDING RISER
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
NTST502
1 TELECOMMUNICATIONS BUILDING RISER
1
1
1
1
2
NO. DATE DESCRIPTION
1 04/03/2018 PACKAGE 4 - RFI 0.15 A
2 04/06/2018 PACKAGE 4 - RFI 0.20 A
66"66"
124"186"122"
J6
EQ EQ
N5 N5
C1 C1
96"
66"
2a 2a
J1(N4,P4) J1(N4,P4)
N5
62"63"
25"25"
72"
18"
10"10"
P2J2N5
3a 3a
J6
J1(N4,P4) J1(N4,P4)
42"
62"32"32"62"
N5 N5
84"
5a
J1(N4,P4)
1a
J1(N4,P4)
30"
158"158"
72"
54"93"32"35"
1a
J1(N4,P4)
72"
48"51"
2a
J1(N4,P4)
72"66"
49"54"
22"22"
1a 1a
J1(N4,P4) J1(N4,P4)
79"89"
25"25"
2a 2a
J1(N4,P4)J1(N4,P4)
66"
164"
78"
4a 4a
J1(N4,P4) J1(N4,P4)
J6
N5
40"40"
42"
CENTERED ON CURVED WALL
2a
J1(N4,P4)
72"
1a
J1(N4,P4)
72"
104"
104"101"
4a 4a
J6
J1(N4,P4)J1(N4,P4)
40"
72"
40"40"
72"
32"36"
1a
J1(N4,P4)
59"70"
25"25"
2a 2a
J1(N4,P4) J1(N4,P4)
N5
66"
2a 2a
J1(N4,P4) J1(N4,P4)
66"
25"25"
EQ EQ
2a 2a
J1(N4,P4) J1(N4,P4)
66"
63"65"
25"25"
84"
25"25"
66"
2a 2a
J1(N4,P4) J1(N4,P4)
1a
J1(N4,P4)
72"
32"35"J5
C1
J6
C1
N5N5N5N5
66"66"
189"231"187"
EQEQ
96"96"
J5
88"89"
96"
45"58"
22"22"
1a 1a
66"
J1(N4,P4)J1(N4,P4)
72"
1a
J1(N4,P4)
35"32"
25"25"
59"70"
66"
2a 2a
J1(N4,P4) J1(N4,P4)
127"139"
66"66"
A1A1
EQEQ
84"
J6
76"
1a
J1(N4,P4)
72"
53"
N5
B1
45"
EQEQ
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 3/8" = 1'-0"
4786.000
T601
TECHNOLOGY
INFRASTRUCTURE ROOM
ELEVATIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
3/8" = 1'-0"T601
6 TLR CLASSROOM 011
3/8" = 1'-0"T601
5 COLLAB ROOM 010A
3/8" = 1'-0"T601
7 COMPUTER CLASSROOM 012D
3/8" = 1'-0"T601
2 MAIN HALL 001 - PLAN EAST
3/8" = 1'-0"T601
1 DIGITAL SIGNAGE MAIN HALL 001
3/8" = 1'-0"T601
14 OFFICE - DEAN OF LIBRARIES 107C
3/8" = 1'-0"T601
16 GROUP STUDY 108B
3/8" = 1'-0"T601
15 GROUP STUDY 108A
3/8" = 1'-0"T601
17 SEMINAR ROOM 108F
3/8" = 1'-0"T601
20 CAFE SERVICE 110B
3/8" = 1'-0"T601
10 MAIN HALL 101
3/8" = 1'-0"T601
22 SEMINAR ROOM 209
3/8" = 1'-0"T601
21 HALL 201
3/8" = 1'-0"T601
3 COLLAB ROOM 009B
3/8" = 1'-0"T601
8 COLLAB ROOM 012E
3/8" = 1'-0"T601
9 COLLAB ROOM 012F
3/8" = 1'-0"T601
18 ASSISTIVE TECH 108H
3/8" = 1'-0"T601
11 DIGITAL SIGNAGE MAIN HALL 101
3/8" = 1'-0"T601
12 BROWSING ROOM CLASSROOM 102
3/8" = 1'-0"T601
19 GROUP STUDY 108J
3/8" = 1'-0"T601
23 COLLOCOTT READING RM 302 - CORRIDOR SOUTH
3/8" = 1'-0"T601
4 COLLAB ROOM 009D
3/8" = 1'-0"T601
13 CONWAY CENTER 103
3/8" = 1'-0"T601
24 MAIN HALL 001 - PLAN NORTH
3/8" = 1'-0"T601
25 CAVERNO 208B
1
NO. DATE DESCRIPTION
1 03/23/2018 PACKAGE 4 - ADDENDUM #1
EQEQ
2a2a
J1(N4,P4)J1(N4,P4)
66"
28"28"
EQEQ
27"28"
66"
2a2a
J1(N4,P4) J1(N4,P4)
N5
J6
72"
229"223"
50"30"
8"8"
18"
N5 N5N5 P2J2
J1(N4,P4) J1(N4,P4)
J6
4a4a
40"
72"
91"89"
65"
56"41"
2a
J1(N4,P4)
65"
49"
2a
J1(N4,P4)
104"100"
32"32"
10"10"
18"N5 J2 P2
J1(N4,P4) J1(N4,P4)
3a3a
J6
40"
66"
EQEQ
32"32"
10"10"
40"
66"
3a3a
J1(N4,P4) J1(N4,P4)
J6
J2N5 P2
EQEQ
10"
66"
3a 3a
J1(N4,P4)J1(N4,P4)
J6
N5 J2 P2
32"32"
40"
72"
96"61"
3a
J1(N4,P4)
35"
4"
6a
J1(N4,P4)
66"
54"
108"
3a
J1(N4,P4)
108"113"104"
72"
2a
J1(N4,P4)
72"
87"
1a
J1(N4,P4)
10"10"
18"
48"
180"180"
C1J4
J9N5 P2
31"
44"
44"
111"396"
48"
78"
10"11"
10"10"
216"
18"
C1
N5N5 P2
N5P2J9
J4
J4
J9
229"208"
44"
C1
30"30"
72"
J6
N5 N5
147"155"
A1 A1
74"74"
2a 2a
J1(N4,P4) J1(N4,P4)
66"
38"52"43"
1a
J1(N4,P4)
51"
72"
1a
J1(N4,P4)
36"87"
72"
1a
J1(N4,P4)
72"
42"105"
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 3/8" = 1'-0"
4786.000
T602
TECHNOLOGY
INFRASTRUCTURE ROOM
ELEVATIONS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
3/8" = 1'-0"T602
1 GROUP STUDY 301E
3/8" = 1'-0"T602
2 GROUP STUDY 301F
3/8" = 1'-0"T602
3 SPECIAL COLLECTIONS CLASSROOM 303 - PLAN NORTH
3/8" = 1'-0"T602
4 SC CLASSROOM 304
3/8" = 1'-0"T602
5 CONSULT 307C
3/8" = 1'-0"T602
6 CONSULT 307D
3/8" = 1'-0"T602
7 MEETING ROOM 309A
3/8" = 1'-0"T602
8 COLLAB ROOM 310B
3/8" = 1'-0"T602
9 COLLAB ROOM 310C
3/8" = 1'-0"T602
10 STAFF ROOM 309F
3/8" = 1'-0"T602
15 EAST ENTRY 100
3/8" = 1'-0"T602
14 SC MEETING ROOM 307B
3/8" = 1'-0"T602
11 EXHIBIT PREP 304A
3/8" = 1'-0"T602
12 COLLOCOTT READING RM 302 - PLAN EAST
3/8" = 1'-0"T602
13 ROOFTOP READING ROOM 401 - PLAN NORTH
3/8" = 1'-0"T602
16 ROOFTOP READING ROOM 401 - PLAN WEST
3/8" = 1'-0"T602
17 ROOFTOP READING ROOM 401 - PLAN SOUTH
3/8" = 1'-0"T602
18 SPECIAL COLLECTIONS CLASSROOM 303 - PLAN SOUTH
3/8" = 1'-0"T602
19 GROUP STUDY 104B
3/8" = 1'-0"T602
20 COLLOCOTT READING RM 302 - CORRIDOR NORTH
3/8" = 1'-0"T602
21 UNOCCUPIED SPACE LEVEL 4
3/8" = 1'-0"T602
22 ROOFTOP READING ROOM 401 - PLAN EAST
1
NO. DATE DESCRIPTION
1 03/23/2018 PACKAGE 4 - ADDENDUM #1
11 1/2"15 3/8"
ISOMETRIC
INSERTINSERT
17 5/16"
13 13/16"
6 1/8"
16 1/8"12 5/8"
POWER
TELECOM
AV
AV
AV
AV
11 1/2"
15 3/8"
17 5/16"
13 13/16"ISOMETRIC
AV
AV
TELECOM
12 3/4"
6 1/8"
16 1/8"
POWER
AV
[N#] TELECOM OUTLET
WITH POE ENABLED
BY STRUCTURED CABLING CONTRACTOR
ROOM SCHEDULING TOUCH PANEL
ORDER WITH GLASS ATTACHMENT ACCESSORY
BACK PLATE
BY AV CONTRACTOR
[N#] TELECOM OUTLET
WITH POE ENABLED
BY STRUCTURED CABLING CONTRACTOR
MUD RING OR OTHER
CONNECTIVITY SOLUTION
BY AV CONTRACTOR
PLENUM CAT6E PATCH CABLE
BY AV CONTRACTOR
CONDUIT STUBBED INTO
DOOR FRAME. PROVIDE PATHWAY
THRU DOOR FRAME TO ROOM SCHEDULER
LOCATION.
BY ELECTRICAL CONTRACTOR
PLENUM CAT6E PATCH CABLE
BY AV CONTRACTOR
CONDUIT
ROOM SCHEDULING DISPLAY: ON GLASS INSTALLATION ROOM SCHEDULING DISPLAY: DRYWALL INSTALLATION
11 5/16"
4 1/8"
9 3/8"
7 1/4"
1"
5 7/8"
3/16"
13"
8 3/4"10 13/16"
3/4" TRADE SIZE KO
CONCENTRIC 3/4" AND 1 1/4"
TRADE SIZE KO
2" TRADE SIZE KO
WOOD OR METAL STUDS
BACKING SIZED PER SCHEDULE
ON SHEET T002 TO SUPPORT WEIGHT
PER SCHEDULE WITH A 5X SAFETY FACTOR
SPAN AT LEAST 3 STUDS
WIREMOLD EVOLUTION EFSC
COVER ASSY.
[P#] POWER
COMPARTMENT
AV COMPARTMENT
WIREMOLD EVOLUTION
EFSB4 ASSY.
INSTALLATION NOTES:
1. BACKING AND J-BOX FOR WALL MOUNTED FLAT PANEL DISPLAY.
2. ATTACH BOX TO STUDS PER MANUFACTURER DIRECTIONS.
3. BACKING MUST BE MIN 48"W AND 24"H WITH J-BOX CENTERED AT LOCATION.
4. ALWAYS SPAN BETWEEN AT LEAST THREE STUDS.
5. SEE PARTITION TYPES FOR STUD SIZE AND GAUGE.
6. VERIFY LOCATIONS OF BACKING PLATES WITH PLANS & ROOM ELEVATIONS.
7. FLAT PANEL DISPLAYS AND MOUNTING BRACKETS BY AV CONTRACTOR.
BOX ASSEMBLY NOTES:
1.BOX IS SUPPLIED WITH TWO 3/4 -1-1/4" K.O. PLATES AND TWO 2" K.O. PLATES. PROVIDE ADDITIONAL EFB810-3/4-11/4 K.O.
PLATES AS REQUIRED TO ACCOMMODATE CONDUIT CONNECTIONS SHOWN IN THE RISER DIAGRAMS.
[N#] TELECOM
COMPARTMENT
23 3/4"
23 3/4"
6 11/16"
6 1/16"
ISOMETRIC
POWER MODULE
AV
CONNECTION
TELECOM
CONNECTION
POWER
CONNECTION
SIDE ELEVATION
CEILING
NOTES:
1.GENERAL CONTRACTOR TO PROVIDE ALL ELEMENTS SHOWN, EXCEPTING THE ADJUSTABLE SUPPORT
PIPE AND ESCUTCHEON RING.
AIRCRAFT CABLE OR THREADED ROD
(4 PLACES)
[J#] WIREMOLD ECB2SP CEILING PLENUM ENCLOSURE
CABLING PASS-THRU
PULL BOXES FOR POWER
AND TELECOM BY G.C.
ESCUTCHEON RING
BY AV CONTRACTOR
ADJUSTABLE SUPPORT
PIPE W/CABLE EXIT
BY AV CONTRACTOR
USE SUPPORT AND ANCHORING SYSTEMS
APPROPRIATE FOR STRUCTURAL CONDITIONS.
PROVIDE A SUPPORT SYSTEM ADEQUATE FOR
A GROSS WEIGHT OF 50 LBS PLUS A SAFETY
FACTOR OF AT LEAST FIVE.
FLEXIBLE CONDUIT BY G.C.
LENGTH AS REQ'D.
HARD DECK
NOTES:
1.BACKING AND J-BOX FOR WALL MOUNTED CAMERA.
2.SEE PARTITION TYPES FOR STUD SIZE AND GAUGE.
3.VERIFY LOCATIONS OF BACKING PLATES WITH TECHNOLOGY DRAWINGS.
4.FASTEN 20 GA STEEL FLUSH WITH FACE OF STUDS WITH #12 S.M.S.
5.FASTEN 3/4" PLYWOOD FLUSH WITH FACE OF STUDS.
6.ALWAYS SPAN BACKING BETWEEN TWO OR MORE STUDS.
7.CAMERA AND MOUNTING BRACKETS BY AV CONTRACTOR.
[J#] CAMERA J-BOX
RECESSED FLUSH
16"W x 18"H
20 GA STEEL BACKING
OR 3/4" WOOD BACKING
SPAN BETWEEN STUDS
WOOD OR METAL STUDS
NOTES:
1.BACKING AND J-BOX FOR WALL MOUNTED LOUDSPEAKER.
2.SEE PARTITION TYPES FOR STUD SIZE AND GAUGE.
3.VERIFY LOCATIONS OF BACKING PLATES WITH TECHNOLOGY DRAWINGS.
4.FASTEN 20 GA STEEL FLUSH WITH FACE OF STUDS WITH #12 S.M.S.
5.FASTEN 3/4" PLYWOOD FLUSH WITH FACE OF STUDS.
6.ALWAYS SPAN BACKING BETWEEN TWO OR MORE STUDS.
7.LOUDSPEAKER AND MOUNTING BRACKETS BY AV CONTRACTOR.
[J#] LOUDSPEAKER J-BOX
RECESSED FLUSH
16"W x 18"H
20 GA STEEL BACKING
OR 3/4" WOOD BACKING
SPAN BETWEEN STUDS
WOOD OR METAL STUDS
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018As indicated
4786.000
T701
TECHNOLOGY
INFRASTRUCTURE DETAILS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
2" = 1'-0"T701
1 WIREMOLD-LEGRAND EFB8S-OG 8-GANG FLOOR BOX
2" = 1'-0"T701
2 WIREMOLD-LEGRAND EFB10S 10-GANG FLOOR BOX
3/8" = 1'-0"T701
3 ROOM SCHEDULING INFRASTRUCTURE
2" = 1'-0"T701
4 WIREMOLD EVOLUTION EFSB4 FLAT PANEL DISPLAY WALL BOX
1" = 1'-0"T701
5 WIREMOLD EVOLUTION EFSB4 FLAT PANEL DISPLAY AND WALL BOX BACKING
1 1/2" = 1'-0"T701
6 WIREMOLD ECB2SP CEILING BOX
1" = 1'-0"T701
7 WIREMOLD ECB2SP CEILING MOUNTED VIDEO PROJECTOR SUPPORT ASSEMBLY
1" = 1'-0"T701
8 WALL MOUNTED CAMERA BACKING
1" = 1'-0"T701
9 WALL MOUNTED LOUDSPEAKER BACKING
NO. DATE DESCRIPTION
1-1/2" PILOT HOLE
FOR FLEX CONDUIT BY G.C.
LOUDSPEAKER RETAINING
RING BY AV CONTRACTOR
CONDUIT (TYP.)
LOUDSPEAKER CUTOUT
BY AV CONTRACTOR
LOUDSPEAKER
BY AV CONTRACTOR
GYPSUM BOARD
OR TILE CEILING
1" FLEX CONDUIT
(TYP.)
CONDUIT & J#
J-BOXES BY G.C.
(TYP.)
NOTES:
1.G.C. TO POSITION J# PULL BOXES DIRECTLY OVER LOUDSPEAKER LOCATIONS, WITH COVER FACING DOWN. G.C. TO
PROVIDE 1-1/2" PILOT HOLE DIRECTLY BELOW WORKBOX (UNLESS OTHERWISE INDICATED ON PLANS). G.C. TO PROVIDE
4FT LONG 1" FEXIBLE CONDUIT FROM J# THROUGH CEILING PILOT HOLE. G.C. TO PROVIDE PULL STRING FROM EACH
END OF FLEXIBLE CONDUIT THROUGH J# PULL BOXES TO OTHER END OF FLEXIBLE CONDUIT AT NEXT LOUDSPEAKER IN
LINE.
2.AV CONTRACTOR WILL PROVIDE LOUDSPEAKER, CABLING AND BACK-CAN AND WILL ENLARGE THE PILOT HOLE AT EACH LOCATION TO ACCEPT EACH
LOUDSPEAKER ASSEMBLY.
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1" = 1'-0"
4786.000
T702
TECHNOLOGY
INFRASTRUCTURE DETAILS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1" = 1'-0"T702
1 LOUDSPEAKER INSTALLATION FOR LAY-IN OR GYPSUM CEILING
NO. DATE DESCRIPTION
NETWORK OUTLET FOR EXTERIOR WAP
FLOOR/CEILING DECK
FINISHED CEILING
CAT6 PATCH CABLE
1-1/4" CONDUIT TO NEAREST CABLE
BASKET.
1" CONDUIT.
EXTERIOR WIRELESS ACCESS
POINT
18 1/8"
WIRELESS ACCESS POINT
BACKBOX
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018 1 1/2" = 1'-0"
4786.000
T801
TELECOMMUNICATIONS
DETAILS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1 1/2" = 1'-0"T801
1 EXTERIOR WAP
NO. DATE DESCRIPTION
R-3
R-2
R-1
P23
P23 P24
P24P24
P24
P24
T901 6
P24
P23
31"
40"
67"
48 PORT
HORIZ. MGR
48 PORT
HORIZ. MGR
48 PORT
HORIZ. MGR
48 PORT
HORIZ. MGR
48 PORT
HORIZ. MGR
48 PORT
HORIZ. MGR
48 PORT
HORIZ. MGR
18"x4" CABLE BASKET
HORIZ. MGR
NETWORK
HORIZ. MGR
NETWORK
HORIZ. MGR
NETWORK
HORIZ. MGR
NETWORK
HORIZ. MGR
NETWORK
HORIZ. MGR
NETWORK
HORIZ. MGR
NETWORK
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
48 PORT
FIBER OPTIC PANEL
1
R-3
R-2
R-1
P23
P23
P24
P24P24
P24
P24
T901 2
P23
P24
30"
31"
FIBER OPTIC PANEL
48 PORT
HORIZ. MGR
48 PORT
HORIZ. MGR
48 PORT
HORIZ. MGR
48 PORT
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
48 PORT
48 PORT
48 PORT
HORIZ. MGR
48 PORT
18"x4" CABLE BASKET
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
NETWORK
HORIZ. MGR
NETWORK
HORIZ. MGR
NETWORK
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
NETWORK
NETWORK
NETWORK
HORIZ. MGR
NETWORK
HORIZ. MGR
HORIZ. MGR
1
FIBER OPTIC PANEL
P24
P24
P24
P24
T901
4
R1R2
19"
62"
42"
1
P23 P23
1
18"x4" CABLE BASKET
HORIZ. MGR
48 PORT
HORIZ. MGR
48 PORT
48 PORT
HORIZ. MGR
?
HORIZ. MGR HORIZ. MGR
NETWORK
HORIZ. MGR
NETWORK
HORIZ. MGR
NETWORK
HORIZ. MGR
48 PORT
FIBER OPTIC PANEL
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018As indicated
4786.000
T901
TELECOMMUNICATIONS
ENLARGED PLANS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/2" = 1'-0"T901
5 ENLARGED PLAN - TELECOM 101A
3/4" = 1'-0"T901
6 RACK ELEVATION - TELECOM 101A
1/2" = 1'-0"T901
1 ENLARGED PLAN - TELECOM 001A
3/4" = 1'-0"T901
2 RACK ELEVATION - TELECOM 001A
1/2" = 1'-0"T901
3 ENLARGED PLAN - TELECOM 012C
3/4" = 1'-0"T901
4 RACK ELEVATION - TELECOM 012C
1
1
NO. DATE DESCRIPTION
1 03/23/2018 PACKAGE 4 - ADDENDUM #1
T902
P24
P24
P24
P24
P24
P23
P23
R-3
R-2
R-1
35"
2
R-3
R-2
R-1
P24
P24
T902 4
P24
P23
P23
P23
31"
P24
P24
31"
T902
6
NETWORK
NETWORK
NETWORK
NETWORK
NETWORK
NETWORK
NETWORK
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
18"x4" CABLE BASKET
NETWORK
HORIZ. MGR
NETWORK
HORIZ. MGR
HORIZ. MGR
48 PORT
48 PORT
48 PORT
48 PORT
48 PORT
48 PORT
48 PORT
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
48 PORT
HORIZ. MGR
48 PORT
HORIZ. MGR
HORIZ. MGR
FIBER OPTIC PANEL
FIBER OPTIC PANEL
48 PORT
HORIZ. MGR
18"x4" CABLE BASKET
FIBER OPTIC PANEL
48 PORT
HORIZ. MGR
48 PORT
HORIZ. MGR
NETWORK
HORIZ. MGR
18"x4" CABLE BASKET
48 PORTNETWORK
NETWORK
NETWORK
NETWORK
NETWORK
NETWORK
NETWORK
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
FIBER OPTIC PANEL
HORIZ. MGR
NETWORK
HORIZ. MGR
NETWORK
HORIZ. MGR
HORIZ. MGR
48 PORT
48 PORT
48 PORT
48 PORT
48 PORT
48 PORT
48 PORT
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
HORIZ. MGR
48 PORT
HORIZ. MGR
48 PORT
HORIZ. MGR
HORIZ. MGR
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018As indicated
4786.000
T902
TELECOMMUNICATIONS
ENLARGED PLANS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/2" = 1'-0"T902
1 ENLARGED PLAN - TELECOM 201A
1/2" = 1'-0"T902
3 ENLARGED PLAN - TELECOM 301A
1/2" = 1'-0"T902
5 ENLARGED PLAN - TELECOM 402B
3/4" = 1'-0"T902
4 RACK ELEVATION - TELECOM 301A
3/4" = 1'-0"T902
6 RACK ELEVATION - TELECOM 402B
3/4" = 1'-0"T902
2 RACK ELEVATION - TELECOM 201A
1
1
2
NO. DATE DESCRIPTION
1 03/23/2018 PACKAGE 4 - ADDENDUM #1
2 04/03/2018 PACKAGE 4 - RFI 0.15 A
DN
CEILING
DEVICE
WALL
DEVICE
FLOOR
DEVICE
DENOTES DEVICES WHICH FALL
ON THE SAME VERTICAL PLANE
AUDIOVISUAL EQUIPMENT
LEGEND
DESIGNATED DEVICE TYPE. REFER TO
AUDIOVISUAL EQUIPMENT
DESCRIPTIONS FOR MORE
INFORMATION.X
X Y
X DESIGNATED SUB DEVICE TYPE. REFER
TO AUDIOVISUAL EQUIPMENT
DESCRIPTIONS FOR MORE
INFORMATION.
FLAT PANEL DISPLAY
XX"
XX" X XX"
DENOTES IMAGE
DIAGONAL
PROJECTOR
BEAM PATH
IMAGE HEIGHT X IMAGE WIDTH
PROJECTION SCREEN
XxXx
21 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5262524232220
A
C
D
E
F
G
H
T1000G2
T1000G2
SUNKEN
COURTYARD
013
STAIR 4
ST L04
ELEC
001B
CENTRAL
SERVICE POINT
001D
PRE ACTION
001C
ELEVATOR 1
EL001
ELEVATOR 3
EL003
STAIR 1
ST001
STAIR 2
ST002
ELEVATOR 2
EL002
COLLAB ROOM
009D
OFFICE
009C
OFFICE
009G
COLLAB ROOM
009B
TLR CLASSROOM
011
OFFICE
009A
ELEVATOR
CONTROL ROOM
012H
WEST VESTIBULE
010V
STAFF
WORKROOM
009
Unoccupied
Unoccupied
FA. CL
001F
TELECOM
001A
SC SECURE
STACKS
003
COMPUTER
CLASSROOM
012D
COLLAB ROOM
012E
COLLAB ROOM
010A
DIGITAL MEDIA
HUB
012
SC SECURE
STACKS
005
MEDIA
PRODUCTION
STUDIO
012B
COLLAB ROOM
012F
CENTRAL
SERVICE POINT
SUPPORT
004
ELEVATOR 4
EL004
SOUTH ENTRY
007
SOUTH ENTRY
VESTIBULE
007V
GENERAL
COLLECTIONS
015
SC SECURE
CORR.
005A
55"
70"
FB2FB2
SPSP
FB2FB2
SPSP
CCERER
SPSP SPSP
RISER
2
T403
RISER
1
T401
RISER
1
T401
RISER
1
T402
RISER
4
T401
RISER
4
T401
49"
49"
FB2FB2
FB2FB2
FB2FB2
FB2FB2
55"
SPSP
RISER
1
T401 FB2FB2
FB2FB2
MEN
T002
JANITOR
012G
STAIR 3 (OCULUS)
ST003
MEDIA
PRODUCTION
STUDIO (SELF
SERVE)
012A
CENTRAL
SERVICE POINT
SUPPORT
004 WOMEN
T001
CORR
006
MAIN HALL
001
55"
SPSP
BOILER ROOM
002
STORAGE
009F
OFFICE
009E
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB1FB1
SPSP
CC
CC
FB2FB2 FB2FB2
FB2FB2 FB2FB2
FB2FB2
RISER
1
T402
RISER
1
T401
SPSP
55"
FB2FB2
SPSP
FB2FB2
SHAFT
S004
SHAFT
S003
STAIR 4
ST004
SHAFT
S009
SC SECURE
STACKS
005
TELECOM
012C
SC SECURE
STACKS
005
OFFICE
009H
OFFICE
009J
OFFICE
009L
OFFICE
009K
AV CL.
011B
OPEN COLLAB
010
MAIN HALL
001
CORR
006
OPEN READING
015A
55"
55"55"
55"RISER
1
T401
FB2FB2
55"
55"
70"
WPWP
72 1/2" X 116"
72 1/2" X 116"
SPSP
FB2FB2
S S S
217"
FB2FB2
S S S
SSS
FB2FB2
FB2FB2 FB2FB2
FB2FB2FB2FB2
FB2FB2FB2FB2
FB2FB2
FB2FB2 FB2FB2
FB2FB2FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2 FB2FB2
RISER
4
T401
RISER
5
T401
RISER
5
T401
RISER
5
T401
RISER
5
T401
RISER
5
T401
RISER
5
T401
RISER
5
T401
RISER
5
T401
RISER
5
T401
RISER
5
T401
RISER
3
T403
RISER
3
T403
WPWPWPWP
WPWP
WPWP
WPWP
WPWP WPWP WPWPWPWP
49"
FB2FB2
FB2FB2 FB2FB2 FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
RISER
4
T401
RISER
5
T401
RISER
5
T401
RISER
5
T401
RISER
4
T401
FB2
FB2
ERER
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018As indicated
4786.000
T1000G1
TECHNOLOGY LEVEL G1
EQUIPMENT PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET 1/8" = 1'-0"
TECHNOLOGY LEVEL G1 EQUIPMENT PLAN
AUDIOVISUAL EQUIPMENT
DESCRIPTIONS
DEVICE
TYPE
SUB DEVICE
TYPE FUNCTION
C - WALL MOUNTED CAMERA
CP - CONTROL PANEL
ER - EQUIPMENT RACK
FB1 - FLOOR BOX
FB2 - FLOOR BOX
S - CEILING MOUNTED LOUDSPEAKER
SP - SCHEDULING PANEL
WP - AV I/O PANEL
WS - WALL MOUNTED LOUDSPEAKER
NO. DATE DESCRIPTION
1 04/28/2017 50% DESIGN DEVELOPMENT
6 5 4 3 2 1
C
D
E
F
G
H
T1000G1
T1000G1
SUNKEN
COURTYARD
013
GENERAL
COLLECTIONS
015
MECHANICAL
014
OPEN READING
015A
CEILING
DEVICE
WALL
DEVICE
FLOOR
DEVICE
DENOTES DEVICES WHICH FALL
ON THE SAME VERTICAL PLANE
AUDIOVISUAL EQUIPMENT
LEGEND
DESIGNATED DEVICE TYPE. REFER TO
AUDIOVISUAL EQUIPMENT
DESCRIPTIONS FOR MORE
INFORMATION.X
X Y
X DESIGNATED SUB DEVICE TYPE. REFER
TO AUDIOVISUAL EQUIPMENT
DESCRIPTIONS FOR MORE
INFORMATION.
FLAT PANEL DISPLAY
XX"
XX" X XX"
DENOTES IMAGE
DIAGONAL
PROJECTOR
BEAM PATH
IMAGE HEIGHT X IMAGE WIDTH
PROJECTION SCREEN
XxXx
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018As indicated
4786.000
T1000G2
TECHNOLOGY LEVEL G2
EQUIPMENT PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/8" = 1'-0"
TECHNOLOGY LEVEL G2 EQUIPMENT PLAN
AUDIOVISUAL EQUIPMENT
DESCRIPTIONS
DEVICE
TYPE
SUB DEVICE
TYPE FUNCTION
C - WALL MOUNTED CAMERA
CP - CONTROL PANEL
ER - EQUIPMENT RACK
FB1 - FLOOR BOX
FB2 - FLOOR BOX
S - CEILING MOUNTED LOUDSPEAKER
SP - SCHEDULING PANEL
WP - AV I/O PANEL
WS - WALL MOUNTED LOUDSPEAKER
NO. DATE DESCRIPTION
21 19 18 17 16 15 14 13 12 11 10 9 8 7 627262524232220
A
C
D
E
F
G
H
57 1/2" X 92"72 1/2" X 116" 72 1/2" X 116"
RISER
4
T401
RISER
4
T401
RISER
2
T402
RISER
1
T403
RISER
4
T401
MAIN HALL
101
TELECOM
101A
CAFE SEATING
101H
W/GN TOILET
ROOM
T101
PRE ACTION
101C
MAIN SERVICE
POINT
101D
M/GN TOILET
ROOM
T102
EAST ENTRY
100
SC SECURE HALL
105B
ELEVATOR 3
EL103
STAIR 1
ST101
STAIR 2
ST102
ELEVATOR 2
EL102
READING ROOM
110A
CAFE SUPPORT
110C
GROUP STUDY
108A GROUP STUDY
108J
ASSISTIVE TECH
108H
SEMINAR ROOM
108F
OFFICE
107D
SC SECURE
STACKS
105
OFFICE - DEAN OF
LIBRARIES
107C
NC HUB - TLR AND
ACADEMIC
SUCCESS
108
LIBRARY
ADMINISTRATION
107
EAST VESTIBULE
100V
BROWSING ROOM
CLASSROOM
102
CONWAY -
SHARED OFFICE
103A
ELEC.
101B
CONWAY CENTER
103
CC
SPSP
RISER
3
T401
FB2FB2
SPSP
RISER
1
T401
55"
CC
ERER
FB2FB2
SPSP SPSP
CC
FB1FB1
49"
49"
SC OFFICE
106D
SC -
COLLECTIONS
WORKROOM
106
OFFICE
108E
CONWAY -
OFFICE
103C
CONWAY -
OFFICE
103E
EXIT
PASSAGEWAY
111
STAIR 3
ST103
FB2FB2
FB2FB2FB2FB2
CC
SPSP SPSP
FB2FB2FB2FB2
RISER
1
T401
RISER
1
T401
49"
FB2FB2
FB2FB2
ERER
M/GN TOILET
ROOM
T103
FB1FB1
FB1FB1
FB2FB2 FB2FB2 FB2FB2 FB2FB2
FB2FB2 FB2FB2 FB2FB2 FB2FB2
FB2FB2 FB2FB2 FB2FB2 FB2FB2
CC
FB2FB2
FB2FB2FB2FB2
SHAFT
S107
SHAFT
S104
JANITOR
109A
ELEVATOR 1
EL101
STORAGE/AV
108G
LOCKERS
101G
AV CL.
102A
SHAFT
S103
SC OFFICE
106C
SC DIGITIZATION
106A
SC OFFICE
106B
GROUP STUDY
104B
OFFICE
104A
OFFICE
107B
OFFICE
107A
OFFICE
108D
CONWAY -
OFFICE
103B
STOR
103D
CONWAY -
OFFICE
103F
FIRE ALARM
101F
SERVICE POINT
SUPPORT
104
OFFICE
108C
Unoccupied
Unoccupied
SHAFT
S101
SHAFT
S102
STOR
102B
SHAFT
S106
SHAFT
S105
CAFE SERVICE
110B
55"55"
49"
55"
90"90"
57 1/2" X 92"
GROUP STUDY
108B
SPSP
FB2FB2
RISER
1
T401
49"
49"
55" 55"
FB2FB2
SPSP
RISER
1
T401
FB2FB2
FB2FB2
FB2FB2 FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
WSWS WSWS
S
S
146"
SS SS
SS
SS SS
SS
SS SS SS
SSSSSS
SS SS SS
55"
55"
FB2FB2
FB2FB2FB2FB2
FB2FB2
S
SS
S
WPWP WPWP
FB2FB2
CC RISER
4
T401
RISER
5
T401
RISER
6
T401
ERER
FB2FB2
CEILING
DEVICE
WALL
DEVICE
FLOOR
DEVICE
DENOTES DEVICES WHICH FALL
ON THE SAME VERTICAL PLANE
AUDIOVISUAL EQUIPMENT
LEGEND
DESIGNATED DEVICE TYPE. REFER TO
AUDIOVISUAL EQUIPMENT
DESCRIPTIONS FOR MORE
INFORMATION.X
X Y
X DESIGNATED SUB DEVICE TYPE. REFER
TO AUDIOVISUAL EQUIPMENT
DESCRIPTIONS FOR MORE
INFORMATION.
FLAT PANEL DISPLAY
XX"
XX" X XX"
DENOTES IMAGE
DIAGONAL
PROJECTOR
BEAM PATH
IMAGE HEIGHT X IMAGE WIDTH
PROJECTION SCREEN
XxXx
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018As indicated
4786.000
T1001
TECHNOLOGY LEVEL 1
EQUIPMENT PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/8" = 1'-0"
TECHNOLOGY LEVEL 1 EQUIPMENT PLAN
AUDIOVISUAL EQUIPMENT
DESCRIPTIONS
DEVICE
TYPE
SUB DEVICE
TYPE FUNCTION
C - WALL MOUNTED CAMERA
CP - CONTROL PANEL
ER - EQUIPMENT RACK
FB1 - FLOOR BOX
FB2 - FLOOR BOX
S - CEILING MOUNTED LOUDSPEAKER
SP - SCHEDULING PANEL
WP - AV I/O PANEL
WS - WALL MOUNTED LOUDSPEAKER
NO. DATE DESCRIPTION
21 19 18 17 16 15 14 13 12 11 10 9 8 7 627262524232220
A
C
D
E
F
G
H
RISER
4
T401
READING ROOM
210
ELEC
201B
TELECOM
201A
HALL
201
PRE ACTION
201C
HALL
207
REFLECTION
ROOM
208A
NC HUB -
ACADEMIC
SUCCESS
208
SHAFT
S207
STAIR 1
ST201
ELEVATOR 2
EL202
STAIR 2
ST202
SC SECURE
STACKS
205
ELEVATOR 1
EL201
ELEVATOR 3
EL203
STAIR 3
ST103
SC OFFICE
206D
49"
FB2FB2
RISER
4
T403
BROWSING ROOM
CLASSROOM
102
SEMINAR ROOM
209
FB2FB2
SHAFT
S204
STORAGE
210A
GN TOILET ROOM
T201
SC SECURE HALL
205B
STORAGE
209A
SHAFT
S203
SC OFFICE
206C
SC OFFICE
206B
CAVERNO
208B
SC SHARED
OFFICE
206A
SHAFT
S201
SHAFT
S202
FIRE ALARM
201F
SHAFT
S206
SHAFT
S205
CAVERNO
208B
90" 90"
CC
RISER
3
T401
SPSP
FB2FB2 FB2FB2
FB2FB2 FB2FB2
ERER
FB2FB2
FB2FB2
ERER
SPSP
FB2FB2
FB2FB2
FB2FB2
FB2FB2 FB2FB2FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2 FB2FB2
FB2FB2
S S
S S
S S
FB2FB2
WPWP
WPWP
SC EXHIBIT
204
RISER
7
T401
FB2FB2
CEILING
DEVICE
WALL
DEVICE
FLOOR
DEVICE
DENOTES DEVICES WHICH FALL
ON THE SAME VERTICAL PLANE
AUDIOVISUAL EQUIPMENT
LEGEND
DESIGNATED DEVICE TYPE. REFER TO
AUDIOVISUAL EQUIPMENT
DESCRIPTIONS FOR MORE
INFORMATION.X
X Y
X DESIGNATED SUB DEVICE TYPE. REFER
TO AUDIOVISUAL EQUIPMENT
DESCRIPTIONS FOR MORE
INFORMATION.
FLAT PANEL DISPLAY
XX"
XX" X XX"
DENOTES IMAGE
DIAGONAL
PROJECTOR
BEAM PATH
IMAGE HEIGHT X IMAGE WIDTH
PROJECTION SCREEN
XxXx
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018As indicated
4786.000
T1002
TECHNOLOGY LEVEL 2
EQUIPMENT PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/8" = 1'-0"
TECHNOLOGY LEVEL 2 EQUIPMENT PLAN
AUDIOVISUAL EQUIPMENT
DESCRIPTIONS
DEVICE
TYPE
SUB DEVICE
TYPE FUNCTION
C - WALL MOUNTED CAMERA
CP - CONTROL PANEL
ER - EQUIPMENT RACK
FB1 - FLOOR BOX
FB2 - FLOOR BOX
S - CEILING MOUNTED LOUDSPEAKER
SP - SCHEDULING PANEL
WP - AV I/O PANEL
WS - WALL MOUNTED LOUDSPEAKER
NO. DATE DESCRIPTION
21 19 18 17 16 15 14 13 12 11 10 9 8 7 627262524232220
A
C
D
E
F
G
H
RISER
6
T401
RISER
6
T401
RISER
4
T401
RISER
3
T402
OPEN READING
ROOM
310
SC STAFF
WORKROOM
306
COLLAB ROOM
310C
GROUP STUDY
301E
GROUP STUDY
301F
SPECIAL
COLLECTIONS
CLASSROOM
303
TELECOM
301A
PRE ACTION
301C
CONSULT
307C
CONSULT
307D
MEETING ROOM
309A
OFFICE - D&A
309H
STORAGE
309G
COLLAB ROOM
310B
SHAFT
S307
COLLOCOTT
READING RM
302
OFFICE - D&A
309D
OFFICE - D&A
309E
INTER LIBRARY
LOAN
309C
MEN/GN
T302
STAFF ROOM
309F
MAIN HALL
301
WOMEN
T301
ELEVATOR 1
EL301
ELEVATOR 3
EL303
STAIR 1
ST301
SC CLASSROOM
304
EXHIBIT AND
RARE BOOK PREP
304A
SC MEETING
ROOM
307B
ELEVATOR 2
EL302
STAIR 2
ST302
SC SECURE
STACKS
305
ELEC
301B
SPECIAL
COLLECTIONS
ENTRY
308
SPECIAL
COLLECTIONS
READING ROOM
307
SPSP
CC
CC ERER
FB2FB2 FB2FB2
FB2FB2
FB2FB2
ERER
CC
SPSP
SPSP
SPSP
SPSP
55"
70"
RISER
4
T401
RISER
1
T401
RISER
1
T401
RISER
2
T401
RISER
2
T401
49"
49"
SPSP
SPSP
FB2FB2
FB2FB2 55"
55"
RISER
3
T401
90"
ERER
CC
FB2FB2
SPSP
FB2FB2
SPSP
RISER
2
T401CCERER
70"
FB2FB2
57 1/2" X 92"
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
STORAGE
310A
SHAFT
S304
FIRE ALARM
301G
SC SECURE HALL
305B
SHAFT
S303
DISCOVERY &
ACCESS
309
PHONE (ADA)
309J
PHONE
301D
SHAFT
S301
SHAFT
S302
SHAFT
S306
SHAFT
S305
STAIR 3
ST103
70"
90"
FB2FB2
FB2FB2
FB2FB2 FB2FB2
FB2FB2
FB2FB2 FB2FB2 FB2FB2
FB2FB2FB2FB2
FB2FB2 FB2FB2
FB2FB2FB2FB2
FB2FB2
70"
ERER
CC
70" 70"
55"
55"55"
57 1/2" X 92"
70"
55"
SPSP
SPSP
FB2FB270"
SPSP
49"
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2
FB2FB2 FB2FB2 FB2FB2
FB1FB1FB1FB1
FB2FB2
FB2FB2 FB2FB2
FB2FB2 FB2FB2
FB2FB2 FB2FB2FB2FB2 FB2FB2 FB2FB2FB2FB2
RISER
4
T401
RISER
6
T401
RISER
4
T401
RISER
4
T401
FB2FB2
CEILING
DEVICE
WALL
DEVICE
FLOOR
DEVICE
DENOTES DEVICES WHICH FALL
ON THE SAME VERTICAL PLANE
AUDIOVISUAL EQUIPMENT
LEGEND
DESIGNATED DEVICE TYPE. REFER TO
AUDIOVISUAL EQUIPMENT
DESCRIPTIONS FOR MORE
INFORMATION.X
X Y
X DESIGNATED SUB DEVICE TYPE. REFER
TO AUDIOVISUAL EQUIPMENT
DESCRIPTIONS FOR MORE
INFORMATION.
FLAT PANEL DISPLAY
XX"
XX" X XX"
DENOTES IMAGE
DIAGONAL
PROJECTOR
BEAM PATH
IMAGE HEIGHT X IMAGE WIDTH
PROJECTION SCREEN
XxXx
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018As indicated
4786.000
T1003
TECHNOLOGY LEVEL 3
EQUIPMENT PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/8" = 1'-0"
TECHNOLOGY LEVEL 3 EQUIPMENT PLAN
AUDIOVISUAL EQUIPMENT
DESCRIPTIONS
DEVICE
TYPE
SUB DEVICE
TYPE FUNCTION
C - WALL MOUNTED CAMERA
CP - CONTROL PANEL
ER - EQUIPMENT RACK
FB1 - FLOOR BOX
FB2 - FLOOR BOX
S - CEILING MOUNTED LOUDSPEAKER
SP - SCHEDULING PANEL
WP - AV I/O PANEL
WS - WALL MOUNTED LOUDSPEAKER
NO. DATE DESCRIPTION
21 19 18 17 16 15 14 13 12 11 10 9 8 7 627262524232220
A
C
D
E
F
G
H
RISER
4
T401
RISER
4
T401
MECHANICAL
ROOM
402
EXTERIOR
TERRACE
405
CATERING PREP
403
ELEVATOR 3
EL403
STAIR 1
ST401
ELEVATOR 2
EL402
STAIR 2
ST402
WOMEN
406
ELEC
402C
ROOFTOP
READING ROOM
401
TELECOM
402B
49"
49"
72 1/2" X 116"
FB1FB1
CPCP
CPCPWPWP
WPWP
SS SS SS SS
SS SSSS SS
SS
SS
SSSSSS
SS
SS
SS
SS
SS
ERER
RISER
4
T402
FIRE ALARM
401A
SSSS SS SS
SS
SS
SS
CPCP
72 1/2" X 116"
72 1/2" X 116"
SS
SS
WPWP
CEILING
DEVICE
WALL
DEVICE
FLOOR
DEVICE
DENOTES DEVICES WHICH FALL
ON THE SAME VERTICAL PLANE
AUDIOVISUAL EQUIPMENT
LEGEND
DESIGNATED DEVICE TYPE. REFER TO
AUDIOVISUAL EQUIPMENT
DESCRIPTIONS FOR MORE
INFORMATION.X
X Y
X DESIGNATED SUB DEVICE TYPE. REFER
TO AUDIOVISUAL EQUIPMENT
DESCRIPTIONS FOR MORE
INFORMATION.
FLAT PANEL DISPLAY
XX"
XX" X XX"
DENOTES IMAGE
DIAGONAL
PROJECTOR
BEAM PATH
IMAGE HEIGHT X IMAGE WIDTH
PROJECTION SCREEN
XxXx
THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.
KEY PLAN
OWNER
PROJECT
DRAWING TITLE
SCALE DATE
JOB NUMBER
DRAWING NUMBER
SUBMISSION
STRUCTURAL ENGINEER
M.E.P. AND FIRE PROTECTION ENGINEER
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Nitsch Engineering, Inc.
R.G. Vanderweil Engineers
Ryan Associates
Silman
2 Center Plaza
Suite 430
Boston, MA 02108
144 Moody Street
Building 4
Waltham, MA 02453
111 Devonshire Street
Boston, MA 02109
274 Summer Street
Boston, MA 02210
LIGHTING CONSULTANT
Tillotson Design Consultants
40 Worth Street, Suite 703
New York, NY 10013
AV/IT CONSULTANT
The Sextant Group
244 MADISON AVENUE, SUITE 311
NEW YORK, NY 10016
4/6/2018As indicated
4786.000
T1004
TECHNOLOGY LEVEL 4
EQUIPMENT PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
CONFORMANCE SET
1/8" = 1'-0"
TECHNOLOGY LEVEL 4 EQUIPMENT PLAN
AUDIOVISUAL EQUIPMENT
DESCRIPTIONS
DEVICE
TYPE
SUB DEVICE
TYPE FUNCTION
C - WALL MOUNTED CAMERA
CP - CONTROL PANEL
ER - EQUIPMENT RACK
FB1 - FLOOR BOX
FB2 - FLOOR BOX
S - CEILING MOUNTED LOUDSPEAKER
SP - SCHEDULING PANEL
WP - AV I/O PANEL
WS - WALL MOUNTED LOUDSPEAKER
NO. DATE DESCRIPTION