31D-007 Neilson Construction Plan Set Complete 2018-03-01THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.2/28/2018 5:55:39 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvtPACKAGE #4 - CONSTRUCTION DOCUMENTS02/28/18SMITH 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 SO 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1" = 50'-0"2/28/2018 6:43:33 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_SJulianus.rvt4786.000G001KEY PLAN AND DRAWINGLISTSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSHEET LIST_CONSTRUCTION DOCUMENTSNUMBER NAMEE200G1 ELECTRICAL LIGHTING LEVEL G SOUTH PLANE200G2 ELECTRICAL LIGHTING LEVEL G NORTH PLANE200LL ELECTRICAL LIGHTING LEVEL LL PLANE201 ELECTRICAL LIGHTING LEVEL 1 PLANE202 ELECTRICAL LIGHTING LEVEL 2 PLANE203 ELECTRICAL LIGHTING LEVEL 3 PLANE204 ELECTRICAL LIGHTING LEVEL 4 PLANE211 ELECTRICAL LIGHTING SECTIONSE221 ELECTRICAL LIGHTING PART PLAN SHEET 1E222 ELECTRICAL LIGHTING PART PLAN SHEET 2E223 ELECTRICAL LIGHTING PART PLAN SHEET 3E300G1 ELECTRICAL POWER LEVEL G SOUTH PLANE300G2 ELECTRICAL POWER LEVEL G NORTH PLANE300LL ELECTRICAL POWER LEVEL LL PLANE301 ELECTRICAL POWER LEVEL 1 PLANE302 ELECTRICAL POWER LEVEL 2 PLANE303 ELECTRICAL POWER LEVEL 3 PLANE304 ELECTRICAL POWER LEVEL 4 PLANE305 ELECTRICAL POWER ROOF PLANE310LL ELECTRICAL DISTRIBUTION LEVEL LL PLANE321 ELECTRICAL PARTS PLAN SHEET 1E322 ELECTRICAL PARTS PLAN SHEET 2E323 ELECTRICAL PARTS PLAN SHEET 3E601 SERVICE ONE LINE DIAGRAME602 NORMAL POWER RISER DIAGRAME603 ELECTRICAL POWER RISER DIAGRAME604 GROUNDING ONE LINE DIAGRAME611 LIGHTING CONTROL RISER DIAGRAM SHEET 1E612 LIGHTING CONTROL RISER DIAGRAM SHEET 2E621 LIGHTING CONTROL INTENTE622 LIGHTING CONTROL SCHEDULESE701 ELECTRICAL GENERAL SCHEDULESE711 ELECTRICAL MECHANICAL EQUIPMENT SCHEDULESE721 LIGHTING FIXTURE SCHEDULEE731 PANELBOARD SCHEDULES SHEET 1E732 PANELBOARD SCHEDULES SHEET 2E733 PANELBOARD SCHEDULES SHEET 3E734 PANELBOARD SCHEDULES SHEET 4E735 PANELBOARD SCHEDULES SHEET 5E736 PANELBOARD SCHEDULES SHEET 6E801 ELECTRICAL DETAILS SHEET 1E802 ELECTRICAL DETAILS SHEET 2E803 ELECTRICAL DETAILS SHEET 3E804 ELECTRICAL SNOW MELT DETAILSAUDIOVISUALT001 TECHNOLOGY INFRASTRUCTURE LEGENDS AND SYMBOLST002 TECHNOLOGY INFRASTRUCTURE SCHEDULES AND NOTEST003 TECHNOLOGY SITE PLANT100G1 TECHNOLOGY INFRASTRUCTURE LEVEL G1 FLOOR PLANT100G2 TECHNOLOGY INFRASTRUCTURE LEVEL G2 FLOOR PLANT101 TECHNOLOGY INFRASTRUCTURE LEVEL 1 FLOOR PLANT102 TECHNOLOGY INFRASTRUCTURE LEVEL 2 FLOOR PLANT103 TECHNOLOGY INFRASTRUCTURE LEVEL 3 FLOOR PLANT104 TECHNOLOGY INFRASTRUCTURE LEVEL 4 FLOOR PLANT1000G1 TECHNOLOGY LEVEL G1 EQUIPMENT PLANT1000G2 TECHNOLOGY LEVEL G2 EQUIPMENT PLANT1001 TECHNOLOGY LEVEL 1 EQUIPMENT PLANT1002 TECHNOLOGY LEVEL 2 EQUIPMENT PLANT1003 TECHNOLOGY LEVEL 3 EQUIPMENT PLANT1004 TECHNOLOGY LEVEL 4 EQUIPMENT PLANT200G1 TECHNOLOGY INFRASTRUCTURE LEVEL G1 REFLECTED CEILING PLANT200G2 TECHNOLOGY INFRASTRUCTURE LEVEL G2 REFLECTED CEILING PLANT201 TECHNOLOGY INFRASTRUCTURE LEVEL 1 REFLECTED CEILING PLANT202 TECHNOLOGY INFRASTRUCTURE LEVEL 2 REFLECTED CEILING PLANT203 TECHNOLOGY INFRASTRUCTURE LEVEL 3 REFLECTED CEILING PLANT204 TECHNOLOGY INFRASTRUCTURE LEVEL 4 REFLECTED CEILING PLANT300G1 TELECOMMUNICATIONS LEVEL G1 PLANT300G2 TELECOMMUNICATIONS LEVEL G2 PLANT301 TELECOMMUNICATIONS LEVEL1 PLANT302 TELECOMMUNICATIONS LEVEL 2 PLANT303 TELECOMMUNICATIONS LEVEL 3 PLANT304 TELECOMMUNICATIONS LEVEL 4 PLANT401 TECHNOLOGY INFRASTRUCTURE ROOM RISERST402 TECHNOLOGY INFRASTRUCTURE ROOM RISERST403 TECHNOLOGY INFRASTRUCTURE ROOM RISERST501 TELECOMMUNICATIONS TYPICAL NETWORK RISER DIAGRAMT502 TELECOMMUNICATIONS BUILDING RISERT601 TECHNOLOGY INFRASTRUCTURE ROOM ELEVATIONST602 TECHNOLOGY INFRASTRUCTURE ROOM ELEVATIONST701 TECHNOLOGY INFRASTRUCTURE DETAILST702 TECHNOLOGY INFRASTRUCTURE DETAILST801 TELECOMMUNICATIONS DETAILST901 TELECOMMUNICATIONS ENLARGED PLANST902 TELECOMMUNICATIONS ENLARGED PLANSSHEET LIST_CONSTRUCTION DOCUMENTSNUMBER NAMES101-2 LEVEL 1-2 PLANS102 LEVEL 2 PLANS103 LEVEL 3 PLANS104 LEVEL 4 PLANS105 ROOF PLANS110 PARTIAL PLANSS201 BRACE FRAME ELEVATIONSS202 BRACE FRAME ELEVATIONSS203 ELEVATIONSS210 SOUTH JEWEL BOX ANTICIPATED DEFLECTION PLANSS211 NORTH JEWEL BOX ANTICIPATED DEFLECTION PLANSS300 FOUNDATION SECTIONSS301 FOUNDATION SECTIONSS302 FOUNDATION SECTIONSS400 SUPERSTRUCTURE SECTIONSS401 SUPERSTRUCTURE SECTIONSS402 SUPERSTRUCTURE SECTIONSS501 TYPICAL DETAILSS502 TYPICAL DETAILSS503 TYPICAL DETAILSS504 TYPICAL DETAILSS600 COLUMN SCHEDULES601 COLUMN SCHEDULES602 COLUMN SCHEDULES603 COLUMN SCHEDULES604 BASE PLATE SCHEDULES605 PILE FOUNDATION SCHEDULEFIRE ALARMFA001 FIRE ALARM SYMBOLS & ABBREVIATIONSFA002 FIRE ALARM NOTES & DESIGN CRITERIAFA20LL FIRE ALARM LL PLANFA200G1 FIRE ALARM LEVEL G SOUTH PLANFA200G2 FIRE ALARM LEVEL G NORTH PLANFA201 FIRE ALARM LEVEL 1 PLANFA202 FIRE ALARM LEVEL 2 PLANFA203 FIRE ALARM LEVEL 3 PLANFA204 FIRE ALARM LEVEL 4 PLANFA501 FIRE ALARM RISERFA601 FIRE ALARM DETAILSFA701 FIRE ALARM MATRIXFIRE PROTECTIONFP001 FIRE PROTECTION SYMBOLS AND ABBREVIATIONSFP002 FIRE PROTECTION NOTES AND DESIGN CRITERIAFP003 FIRE PROTECTION ZONING PLANSFP20LL FIRE PROTECTION LL PLANFP200G1 FIRE PROTECTION LEVEL G SOUTH PLANFP200G2 FIRE PROTECTION LEVEL G NORTH PLANFP201 FIRE PROTECTION LEVEL 1 PLANFP202 FIRE PROTECTION LEVEL 2 PLANFP203 FIRE PROTECTION LEVEL 3 PLANFP204 FIRE PROTECTION LEVEL 4 PLANFP602 FIRE PROTECTION DETAILSFP401 FIRE PROTECTION - STAIR SECTIONSFP402 FIRE PROTECTION ENLARGED PLANSFP403 FIRE PROTECTION - OCULUS AND JEWEL BOX SECTIONSFP501 FIRE PROTECTION RISERFP601 FIRE PROTECTION DETAILSPLUMBINGP001 PLUMBING GENERAL NOTESP20LL1 PLUMBING LL SOUTH PLANP200G1 PLUMBING G SOUTH PLANP200G2 PLUMBING G NORTH PLANP201 PLUMBING LEVEL 1 PLANP202 PLUMBING LEVEL 2 PLANP203 PLUMBING LEVEL 3 PLANP204 PLUMBING LEVEL 4 PLANP205 PLUMBIN ROOF PLANP301 PLUMBING ENLARGED PART PLANSP401 PLUMBING GAS & RAINWATER RISER DIAGRAMSP402 PLUMBING SANITARY RISER DIAGRAM 1P403 PLUMBING SANITARY RISER DIAGRAM 2P404 PLUMBING DOMESTIC WATER RISER DIAGRAMP502 PLUMBING DETAILSP503 PLUMBING DETAILSP504 PLUMBING DETAILSP601 PLUMBING SCHEDULEHVACM001 HVAC LEGEND AND ABBREVIATIONSM002 HVAC LEGEND AND ABBREVIATIONSM101 HVAC GENERATOR PLANM20LL HVAC LL DUCTWORK PLANM200G1 HVAC LEVEL G SOUTH DUCTWORK PLANM200G2 HVAC LEVEL G NORTH DUCTWORK PLANM201 HVAC LEVEL 1 DUCTWORK PLANM202 HVAC LEVEL 2 DUCTWORK PLANM203 HVAC LEVEL 3 DUCTWORK PLANM204 HVAC LEVEL 4 DUCTWORK PLANM205 HVAC ROOF DUCTWORK PLANM206 HVAC DUCTWORK SECTIONSM30LL HVAC LL PIPING PLANM300G1 HVAC LEVEL G SOUTH PIPING PLANM300G2 HVAC LEVEL G NORTH PIPING PLANM301 HVAC LEVEL 1 PIPING PLANM302 HVAC LEVEL 2 PIPING PLANM303 HVAC LEVEL 3 PIPING PLANM304 HVAC LEVEL 4 PIPING PLANM401 HVAC SUPPLY AIR RISER DIAGRAMM402 HVAC RETURN AIR RISER DIAGRAMM403 HVAC EXHAUST AIR RISER DIAGRAMM404 HVAC CHILLED WATER RISER DIAGRAMM405 HVAC HOT WATER RISER DIAGRAMM406 HVAC HW/CHW FLOR DIAGRAMM501 HVAC DETAILSM502 HVAC DETAILSM503 HVAC DETAILSM601 HVAC SCHEDULESM602 HVAC SCHEDULESM603 HVAC SCHEDULESM604 HVAC AHU SCHEDULEM605 HVAC AHU SCHEDULEM700 HVAC CONTROLS LEGEND AND ABBREVIATIONSM701 HVAC CHILLED WATER CONTROLSM702 HVAC HOT WATER PLANT CONTROLSM703 HVAC CHILLED BEAM CONTROLSM704 HVAC MOTOR VFD & STARTER CONTROLSM705 HVAC MISC CONTROLSM706 HVAC AHU 1&2 CONTROLSM707 HVAC AHU-3 CONTROLSM708 HVAC AHU-4 CONTROLSM709 HVAC AHU-5 CONTROLSM900G1 HVAC LEVEL G SOUTH ZONING PLANM900G2 HVAC LEVEL G NORTH ZONING PLANM901 HVAC LEVEL 1 ZONING PLANM902 HVAC LEVEL 2 ZONING PLANM903 HVAC LEVEL 3 ZONING PLANM904 HVAC LEVEL 4 ZONING PLANELECTRICALE001 ELECTRICAL LEGEND SHEET 1E002 ELECTRICAL LEGEND SHEET 2E101 ELECTRICAL SITE LIGHTING PLANE111 ELECTRICAL SITE POWER PLANE112 ELECTRICAL SITE LIGHTING PART PLANSE121 ELECTRICAL SITE DETAILS SHEET 1E122 ELECTRICAL SITE DETAILS SHEET 2SHEET LIST_CONSTRUCTION DOCUMENTSNUMBER NAMEGENERALG000 COVERG001 KEY PLAN AND DRAWING LISTG002 GENERAL NOTES, ARCH. SYMBOLS & ABBREVIATIONSG200 REFERENCE PLANSG300 LIFE SAFETY PLANS - IG301 LIFE SAFETY PLANS - IIG302 LIFE SAFETY PLANS - IIICIVILC-100 NOTES, LEGEND, AND ABBREVIATIONSC-200 SITE UTILITY DEMOLITION PLANC-300 EROSION AND SEDIMENTATION CONTROL PLANC-400 ROADWAY LAYOUT MATERIAL PLANC-500 ROADWAY GRADING PLANC-600 SITE UTILITY PLANC-700 DRAIN PLAN & PROFILEC-800 DETAILSC-801 DETAILSC-802 DETAILSLANDSCAPEL-000 DEMOLITION & SALVAGE PLANL-100 TREE PROTECTION PLANL-200 MATERIALS AND LAYOUT OVERALL SITEL-201 MATERIAL AND LAYOUT KEY PLANL-202 MATERIALS AND LAYOUT AMPHITHEATERL-203 MATERIALS AND LAYOUT SUNKEN COURTYARDL-204 ENLARGED PLANS SOUTHERN NEILSONL-205 ENLARGED PLANS EAST AND WEST NEILSONL-300 GRADING PLAN - OVERALL SITEL-301 GRADING KEY PLANL-302 GRADING PLAN - AMPHITHEATERL-303 GRADING PLAN - SUNKEN COURTYARDL-304 ENLARGED PLANS SOUTHERN NEILSONL-305 GRADING PLAN EAST AND WEST NEILSONL-400 SOILS PLANL-500 PLANTING PLANL-501 ROOF PLANTINGL-600 LANDSCAPE DETAILSL-601 LANDSCAPE DETAILSL-602 METAL FENCE DETAILSL-603 METAL FENCE ELEVATIONSL-604 AMPHITHEATER SECTIONS AND DETAILSL-605 AMPHITHEATER SECTIONS AND DETAILS CONT.L-606 AMPHITHEATER WALL FOOTINGS PLANL-607 AMPHITHEATER WALL ELEVATIONS - A-B-CL-608 AMPHITHEATER WALL ELEVATIONS - D-EL-609 AMPHITHEATER WALL ELEVATIONS - F-G1-G2L-610 SUNKEN COURTYARD SECTIONS AND DETAILSL-611 BURTON LAWN ENTRANCE DETAILSL-612 NEILSON EAST ENTRANCE DETAILSL-613 PLANTING DETAILSARCHITECTUREA10LL LEVEL LL PLANA100 G1 LEVEL G PLAN - SOUTHA100 G2 LEVEL G PLAN - NORTHA101-1 LEVEL 1 PLAN - SOUTHA101-2 LEVEL 1 PLAN - NORTHA102 LEVEL 2 PLANA103 LEVEL 3 PLANA104 LEVEL 4 PLANA105 ROOF PLANA110 BUILDING GEOMETRY PLAN - SOUTH JEWEL BOXA111 BUILDING GEOMETRY PLAN - NORTH JEWEL BOXA120 ROOF GEOMETRY PLAN - SOUTH JEWEL BOXA121 ROOF GEOMETRY PLAN - NORTH JEWEL BOXA20LL LEVEL LL REFLECTED CEILING PLANA200 G1 LEVEL G REFLECTED CEILING PLAN - SOUTHA200 G2 LEVEL G REFLECTED CEILING PLAN - NORTHA201 LEVEL 1 REFLECTED CEILING PLANA202 LEVEL 2 REFLECTED CEILING PLANA203 LEVEL 3 REFLECTED CEILING PLANA204 LEVEL 4 REFLECTED CEILING PLANA300 BUILDING ELEVATIONSA301 BUILDING ELEVATIONSA310 BUILDING SECTIONSA311 BUILDING SECTIONSA312 BUILDING SECTIONSA401 WALL SECTIONS & ENLARGED ELEVATIONS - S JEWEL BOXA402 WALL SECTIONS & ENLARGED ELEVATIONS - S JEWEL BOXA403 WALL SECTIONS & ENLARGED ELEVATIONS - N JEWEL BOXA404 WALL SECTIONS & ENLARGED ELEVATIONS - N JEWEL BOXA405 WALL SECTIONS & ENLARGED ELEVATIONS - EXISTING BUILDINGA406 SECTION THROUGH NORTH JEWEL BOXA407 OCULUS ENLARGED PLANS & ELEVATIONSA500 TYP. EXTERIOR WALL AND ROOF TYPESA510 WATERPROOFING DETAILSA520 EXTERIOR PLAN DETAILSA521 EXTERIOR PLAN DETAILSA522 EXTERIOR PLAN DETAILSA530 EXTERIOR SECTION DETAILSA531 EXTERIOR SECTION DETAILSA532 EXTERIOR SECTION DETAILSA533 EXTERIOR SECTION DETAILSA534 EXTERIOR SECTION DETAILSA550 CURTAINWALL TYPE - SOUTH JEWEL BOXA551 CURTAINWALL TYPE - NORTH JEWEL BOXA552 CURTAINWALL TYPEA553 CURTAINWALL TYPEA554 CURTAINWALL DETAILSA560 WINDOW SCHEDULE & DETAILSA561 EXTERIOR ENTRANCESA570 ROOF DETAILSA571 ROOF DETAILSA572 ROOF DETAILSA600 TYPICAL STAIR DETAILSA601 STAIR 1 PLANS, SECTIONS, & DETAILSA602 STAIR 2 PLANS, SECTIONS, & DETAILSA604 STAIR 3 PLANS, SECTIONS AND DETAILSA605 STAIR 4 & 5 PLANS & SECTIONSA606 STAIR 7 & NORTH JEWEL BOX PLANS, SECTIONS, & ELEVATIONSA607 STAIR 8 PLANS, SECTIONS AND DETAILSA608 STAIR 6, 9, 10, 11, 12, 13 PLANS, SECTIONS, & ELEVATIONSA609 RAMPS PLANS, SECTIONSA620 ALUMNAE GYM CONNECTING TUNNELA700 ENLARGED TOILET PLANS & ELEVATIONSA701 ENLARGED PLANS AND ELEVATIONSA702 PIPE GRID LAYOUTSA800 TYPICAL MOUNTING HEIGHTSA801 INTERIOR ELEVATIONS - LEVEL GA802 INTERIOR ELEVATIONS - LEVEL GA803 INTERIOR ELEVATIONS - LEVEL GA804 INTERIOR ELEVATIONS - LEVEL GA805 INTERIOR ELEVATIONS - LEVEL GA811 INTERIOR ELEVATIONS - LEVEL 1A812 INTERIOR ELEVATIONS - LEVEL 1A813 INTERIOR ELEVATIONS - LEVEL 1A814 INTERIOR ELEVATIONS - LEVEL 1A815 INTERIOR ELEVATIONS - LEVEL 1A821 INTERIOR ELEVATIONS - LEVEL 2A822 INTERIOR ELEVATIONS - LEVEL 2A831 INTERIOR ELEVATIONS - LEVEL 3A832 INTERIOR ELEVATIONS - LEVEL 3A833 INTERIOR ELEVATIONS - LEVEL 3A841 INTERIOR ELEVATIONS - LEVEL 4A900 PARTITION TYPES AND DETAILSA901 TYP. PARTITION DETAILSA910 DOOR SCHEDULEA911 TYPICAL DOOR & BORROWED LIGHT TYPES & DETAILSA913 FRAMELESS INTERIOR GLAZING SYSTEM DETAILSA930 CEILING DETAILSA960 INTERIOR DETAILS - SLAB EDGEA961 INTERIOR DETAILS - OCULUSAF10LL LOWER LEVEL FURNITURE PLANAF100 G1 LEVEL G SOUTH FURNITURE PLANAF100 G2 LEVEL G NORTH FURNITURE PLANAF101 LEVEL 1 FURNITURE PLANAF102 LEVEL 2 FURNITURE PLANAF103 LEVEL 3 FURNITURE PLANAF104 LEVEL 4 FURNITURE PLANAI000 FINISH LEGEND AND SCHEDULEAI10LL LOWER LEVEL FINISH PLANAI100 G1 LEVEL G FINISH PLAN - SOUTHAI100 G2 LEVEL G FINISH PLAN - NORTHAI101 LEVEL 1 FINISH PLANAI102 LEVEL 2 FINISH PLANAI103 LEVEL 3 FINISH PLANAI104 LEVEL 4 FINISH PLANSTRUCTURALS001 STRUCTURAL GENERAL NOTESS002 LEGENDS AND DESIGN PARAMETER TABLES003 LIVE LOADING DIAGRAMSS10LL LEVEL LL PLANS100-G1 LEVEL G-1 PLANS100-G2 LEVEL G-2 PLANS101-1 LEVEL 1-1 PLANCOMPREHENSIVE DRAWING LISTKEY PLANNO. 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 PLANOWNERPROJECTDRAWING TITLESCALE DATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 01/26/18AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 100162/9/2018 6:28:29 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_SJulianus.rvt4786.000G001DRAWING LISTSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #3SHEET LIST_PACKAGE 3NUMBER NAMEGENERALG000 COVERG001 DRAWING LISTG002 GENERAL NOTES, ARCH. SYMBOLS & ABBREVIATIONSARCHITECTUREA10LL LEVEL LL PLANA100 G1 LEVEL G PLAN - SOUTHA100 G2 LEVEL G PLAN - NORTHA101-1 LEVEL 1 PLAN - SOUTHA101-2 LEVEL 1 PLAN - NORTHA110 BUILDING GEOMETRY PLAN - SOUTH JEWEL BOXA111 BUILDING GEOMETRY - NORTH JEWEL BOXA120 ROOF GEOMETRY PLAN - SOUTH JEWEL BOXA121 ROOF GEOMETRY PLAN - NORTH JEWEL BOXA300 BUILDING ELEVATIONSA301 BUILDING ELEVATIONSA310 BUILDING SECTIONSA311 BUILDING SECTIONSA312 BUILDING SECTIONSA401 WALL SECTIONS & ENLARGED ELEVATIONS - S JEWEL BOXA402 WALL SECTIONS & ENLARGED ELEVATIONS - S JEWEL BOXA403 WALL SECTIONS & ENLARGED ELEVATIONS - N JEWEL BOXA404 WALL SECTIONS & ENLARGED ELEVATIONS - N JEWEL BOXA405 WALL SECTIONS & ENLARGED ELEVATIONS - EXISTING BUILDINGA500 TYP. EXTERIOR WALL AND ROOF TYPESA510 WATERPROOFING DETAILSA520 EXTERIOR PLAN DETAILSA522 EXTERIOR PLAN DETAILSA530 EXTERIOR SECTION DETAILSA531 EXTERIOR SECTION DETAILSA532 EXTERIOR SECTION DETAILSA533 EXTERIOR SECTION DETAILSA571 ROOF DETAILSSTRUCTURALS001 STRUCTURAL GENERAL NOTESS002 LEGENDS AND DESIGN PARAMETER TABLES003 LIVE LOADING DIAGRAMSS10LL LEVEL LL PLANS100-G1 LEVEL G-1 PLANS100-G2 LEVEL G-2 PLANS101-1 LEVEL 1-1 PLANS101-2 LEVEL 1-2 PLANS102 LEVEL 2 PLANS103 LEVEL 3 PLANS104 LEVEL 4 PLANS105 ROOF PLANS110 PARTIAL PLANSS201 BRACE FRAME ELEVATIONSS202 BRACE FRAME ELEVATIONSS203 ELEVATIONSS300 FOUNDATION SECTIONSS301 FOUNDATION SECTIONSS302 FOUNDATION SECTIONSS400 SUPERSTRUCTURE SECTIONSS401 SUPERSTRUCTURE SECTIONSS402 SUPERSTRUCTURE SECTIONSS501 TYPICAL DETAILSS502 TYPICAL DETAILSS503 TYPICAL DETAILSS504 TYPICAL DETAILSS600 COLUMN SCHEDULES601 COLUMN SCHEDULES602 COLUMN SCHEDULES603 SCHEDULESS604 BASE PLATE SCHEDULES605 PILE FOUNDATION SCHEDULEPLUMBINGP000 PLUMBING GENERAL NOTESP20LL1-U PLUMBING UNDERGORUND SOUTH PLANP20LL2-U PLUMBING UNDERGORUND NORTH PLANP501 PLUMBING DETAILSHVACM001 - U HVAC LEGEND AND ABBREVIATIONS - UNDERGROUNDM002 - U HVAC LEGEND AND ABBREVIATIONS - UNDERGROUNDM30LL - U HVAC LL PIPING PLAN - UNDERGROUNDELECTRICALE001 - U ELECTRICAL DETAILS - UNDERGROUNDE100LL - U ELECTRICAL LEVEL LL PLAN - UNDERGROUNDE200 G - U ELECTRICAL LEVEL G PLAN - UNDERGOUNDNO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #211
GREEN STREETBURTON LAWNSEELYE LAWNN E I L S O N D R I V E SEELYE DRIVELIMIT OF WORK(INCLUDES SITE ENABLING)NEILSON LIBRARYALUMNAE GYMWRIGHT HALLBASS HALLYOUNG SCIENCE LIBRARYGREEN STREET CLASSROOM ANNEXLAWRENCE HOUSEMORRIS HOUSEWASHBURN HOUSEHUBBARDHOUSEHATFIELD HALLNEW GENERATOR LOCATIONEAST PAVILLION(1909)WEST PAVILLION(1909)NORTH PAVILLION(1936)SOUTH PAVILLION(1961)SOUTH ADDITION(1982)NORTHWEST PAVILLION(1936)NORTH ADDITION(1982)CENTRAL PAVILION (1909)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 6/30/2017 1" = 30'-0"8/8/2017 4:59:15 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_LRoss.rvt4786.000GD001DRAWING LIST ANDLOCATION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MADEMOLITION PACKAGE - BID SETHVACMD001 LEGEND SHEET 1MD002 LEGEND SHEET 2MD10C LEVEL C HVAC DEMOLITIONMD10B LEVEL B HVAC DEMOLITIONMD10A LEVEL A HVAC DEMOLITIONMD101 LEVEL 1 HVAC DEMOLITIONMD102 LEVEL 2 HVAC DEMOLITIONMD103 LEVEL 3 HVAC DEMOLITIONMD104 LEVEL 4 HVAC DEMOLITIONMD105 LEVEL 5 HVAC DEMOLITIONMD106 ROOF HVAC DEMOLITIONELECTRICALED10C LEVEL C ELECTRICAL DEMOLITIONED10B LEVEL B ELECTRICAL DEMOLITIONED10A LEVEL A ELECTRICAL DEMOLITIONED101 LEVEL 1 ELECTRICAL DEMOLITIONED102 LEVEL 2 ELECTRICAL DEMOLITIONED103 LEVEL 3 ELECTRICAL DEMOLITIONED104 LEVEL 4 ELECTRICAL DEMOLITIONED105 LEVEL 5 ELECTRICAL DEMOLITIONED106 ROOF ELECTRICAL DEMOLITIONFPD101 LEVEL 1 FIRE PROTECTION DEMOLITIONFPD102 LEVEL 2 FIRE PROTECTION DEMOLITIONFPD103 LEVEL 3 FIRE PROTECTION DEMOLITIONFPD104 LEVEL 4 FIRE PROTECTION DEMOLITIONFPD105 LEVEL 5 FIRE PROTECTION DEMOLITIONFAD001 FIRE ALARM IMPAIRMENT NOTESFAD10C LEVEL C FIRE ALARM DEMOLITIONFAD10B LEVEL B FIRE ALARM DEMOLITIONFAD10A LEVEL A FIRE ALARM DEMOLITIONFAD101 LEVEL 1 FIRE ALARM DEMOLITIONFAD102 LEVEL 2 FIRE ALARM DEMOLITIONFAD103 LEVEL 3 FIRE ALARM DEMOLITIONFAD104 LEVEL 4 FIRE ALARM DEMOLITIONFAD105 LEVEL 5 FIRE ALARM DEMOLITIONPLUMBINGPD000 GENERAL NOTES & LEGENDS - PLUMBING DEMOLITIONPD10C LEVEL C PLUMBING DEMOLITIONPD10B LEVEL B PLUMBING DEMOLITIONPD10A LEVEL A PLUMBING DEMOLITIONPD101 LEVEL 1 PLUMBING DEMOLITIONPD102 LEVEL 2 PLUMBING DEMOLITIONPD103 LEVEL 3 PLUMBING DEMOLITIONPD104 LEVEL 4 PLUMBING DEMOLITIONPD105 LEVEL 5 PLUMBING DEMOLITIONPD106 ROOF PLUMBING DEMOLITIONGENERALGD001 DRAWING LIST AND LOCATION PLANLANDSCAPED L100 TREE PROTECTION PLAND L101 TREE PROTECTION DETAILSARCHITECTUREAD10C LEVEL C DEMOLITION PLANAD10B LEVEL B DEMOLITION PLANAD10A LEVEL A DEMOLITION PLANAD101 LEVEL 1 DEMOLITION PLANAD102 LEVEL 2 DEMOLITION PLANAD103 LEVEL 3 DEMOLITION PLANAD104 LEVEL 4 DEMOLITION PLANAD105 LEVEL 5 DEMOLITION PLANAD106 ROOF DEMOLITION PLANAD301 ELEVATION DEMOLITIONAD302 ELEVATION DEMOLITIONAD311 SECTION DEMOLITIONAD800 INTERIOR DEMOLITION ELEVATIONSFIREFPD001 FIRE PROTECTION IMPAIRMENT NOTESFPD10C LEVEL C FIRE PROTECTION DEMOLITIONFPD10B LEVEL B FIRE PROTECTION DEMOLITIONFPD10A LEVEL A FIRE PROTECTION DEMOLITIONNO. DATE DESCRIPTION1 8/8/17 DEMOLITION PACKAGE - ADDENDUM #1DRAWING LISTKEY PLAN - EXISTING
ELM STREETGREEN STREETBURTON LAWNSEELYE LAWNN E I L S O N D R I V E SEELYE DRIVECHAPIN LAWNLIMIT OF WORKNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERPROGRESS PRINTSUBMISSIONA/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 10016EXISTING BUILDING EXTERIOR FACADE CONSULTANTJames Gainfort, AIA Consulting Architecture104 West 27th Street5th FloorNew York, NY 10001NEW CONSTRUCTION EXTERIOR FACADE CONSULTANTFront, Inc.20 Jay Street# 920New York, NY 11201LIGHTING CONSULTANTTillotson Design Associates40 Worth StreetSuite 703New York, NY 10013 1" = 50'-0"1/13/2017 1:41:19 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_afocht@shepleybulfinch.com.rvt1/13/2017 1:41:19 PM4876.000G00101/13/2017DRAWING LIST ANDLOCATION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNorthampton, MASITE ENABLINGGENERALG000 COVERG001 DRAWING LIST AND LOCATION PLANCIVILE C-100 NOTES, LEGEND, AND ABBREVIATIONSE C-200 SITE UTILITY DEMOLITION AND EROSION CONTROL PLANE C-300 SITE ENABLING UTILITY PLANE C-400 STEAM PLAN AND PROFILEE C-401 STEAM PLAN AND PROFILEE C-402 TELECOM PLAN AND PROFILEE C-403 TELECOM PLAN AND PROFILEE C-404 ELECTRIC PLAN AND PROFILEE C-405 CHILLED WATER PLAN AND PROFILEE C-500 DETAILSE C-501 DETAILSLANDSCAPEE L-100 TREE PROTECTION PLANE L-101 TREE PROTECTION DETAILSHVACM-100 HVAC LEGEND AND GENERAL NOTESM-801 HVAC SITE DEMOLITION PLANM-802 HVAC SITE NEW WORK PLANM-803 HVAC HATFIELD MECHANICAL ROOM DEMOLITION PLANM-804 HVAC HATFIELD MECHANICAL ROOM NEW WORK PLANM-805 HVAC VAULT DETAILSM-806 HVAC TUNNEL DETAILSM-807 HVAC DETAILSM-808 HVAC DETAILSM-809 HVAC CONTROLSM-810 HVAC SITEANCHOR LOAD DIAGRAMM-811 HVAC BURIED PIPING PROFILEELECTRICALE-100 LEGEND AND GENERAL NOTESE-101 EXISTING PARTIAL MEDIUM VOLTAGE ONE-LINEE-102 NEW PARTIAL MEDIUM VOLTAGE ONE LINEE-110 EXISTING SITE PLANE-111 NEW SITE PLANE-120 MANHOLE V2 EXISTINGE-122 MANHOLE V6 EXISTINGE-124 MANHOLE V7 EXISTINGE-126 MANHOLE V5A EXISTINGE-128 MANHOLE V5 EXISTINGE-130 MANHOLE P42 EXISTINGE-201 SITE DETAILS SHEET 1E-202 SITE DETAILS SHEET 2DRAWING LISTKEY PLANNO. 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 6:19:27 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000G002GENERAL NOTES, ARCH.SYMBOLS & ABBREVIATIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSNO. DATE DESCRIPTION
UPUPUPDNUPUPUPUPDNCUPUPDNDNCCUPUPDNCCCCUPUPUPDNDNCCUPDNDNDN2314925AHALUMNAE GYMNASIUM(ABOVE)NEILSON LIBRARY1/A10LLC301K2314928ADHAG-13AG-1AG-GAG-AALUMNAE GYMNASIUMNEILSON LIBRARY1/A100 G11/A100 G2MATCHLINEC1KWRIGHT HALL2314928AHAG-13AG-1AG-GAG-AALUMNAE GYMNASIUMNEILSON LIBRARYEXTERIOR COURTYARD1/A101-1OPEN TO BELOWC1/A101-21KWRIGHT HALLMATCHLINE2314928AHAG-13AG-1AG-GAG-AOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWALUMNAE GYMNASIUMNEILSON LIBRARY1/A102OPEN TO BELOWC1KWRIGHT HALL2314928AHAG-13AG-1AG-GAG-AALUMNAE GYMNASIUMNEILSON LIBRARY1/A103OPEN TO BELOWC1KWRIGHT HALL2314928AHAG-13AG-1AG-GAG-AALUMNAE GYMNASIUMNEILSON LIBRARY1/A104C1KF.9WRIGHT HALLSCALE 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/32" = 1'-0"2/28/2018 5:58:00 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000G200REFERENCE PLANSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSNO. DATE DESCRIPTION
UPUPUPUPUPDNFDFDFDFDFDUPUP97 SFBOFFICE100 SF193 SFBCOLLAB ROOM100 SF1102 SFBOFFICE100 SF2101 SFBOFFICE100 SF2829 SFA-3OPEN COLLAB20 SF423,325 SFA-3DIGITAL MEDIA HUB0 SF1252,426 SFSSC SECURE STACKS300 SF93,305 SFSSC SECURE STACKS300 SF1280 SFSTELECOM300 SF1121 SFSELEC300 SF14,023 SFA-3MAIN HALL0 SF75738 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 SF6SOUTHENTRYSOUTHENTRYSOUTHENTRYVESTIBULEELEVATOR4397 SFA-3CENTRAL SERVICE POINT0 SF5966 SFBSTAFF WORKROOM100 SF10SCSECURECORR.842 SFSBOILER ROOM300 SF3104 SFBCOLLAB ROOM20 SF61,301 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 SF169 SFBOFFICE100 SF148 SFBSTORAGE100 SF197 SFBOFFICE100 SF11,034 SFBTLR CLASSROOM20 SF52151 SFBCOLLAB ROOM20 SF839 SFA-3PHONE15 SF343 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 WALLEXTENTS OF BUILDING FOOTPRINT ABOVESTAIR 4ELEVATOR4287 SFSEMERGENCY ELECTRICAL300 SF1EXIT = ST L04MAX =220pUSED = 18p47 SFSELEVATOR CONTROL ROOM300 SF11,286 SFSMAIN ELECTRICAL ROOM300 SF5AREAWAYLADDER TO GRADE855 SFA-3LOWER LOBBY0 SF1586 SFSBLDG STORAGE300 SF163 SFSELEC300 SF167 SFSELEC300 SF13,208 SFSMECHANICAL300 SF11FEC68'-2"L000PEDESTRIANTUNNELEXIT = L01.1MAX =500pUSED = 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 6:33:54 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000G300LIFE SAFETY PLANS - ISMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 855 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 86 SF 300 SF 1L02 ACCESSORY (STOR, MECH) S MECHANICAL GROSS 3,208 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 15,899 SF 36LEVEL G001 ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 MAIN HALL NET 4,023 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 397 SF 0 SF 5001E ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 PHONE NET 43 SF 15 SF 3001G ACCESSORY (STOR, MECH) S ELEC GROSS 7 SF 300 SF 1002 ACCESSORY (STOR, MECH) S BOILER ROOM GROSS 842 SF 300 SF 3003 ACCESSORY (STOR, MECH) S SC SECURE STACKS GROSS 3,305 SF 300 SF 12003A ACCESSORY (STOR, MECH) S ELEVATOR CONTROL GROSS 77 SF 300 SF 1004 BUSINESS AREAS B CENTRAL SERVICE POINTSUPPORTGROSS 738 SF 100 SF 8005 ACCESSORY (STOR, MECH) S SC SECURE STACKS GROSS 2,426 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 97 SF 100 SF 1009F BUSINESS AREAS B STORAGE GROSS 48 SF 100 SF 1009G BUSINESS AREAS B OFFICE GROSS 97 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 69 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 1,034 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 1,301 SF 50 SF 2730,124SF479NOT 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 ENCLOSURESRATING2HR2HR2HR2HRNO. DATE DESCRIPTION
UPUPDNCFDUPUPDNDNFDFDFDFDFDFDOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWFIREALARMOPEN TO BELOWOPEN TO BELOW4,420 SFA-3READING ROOM50 SF891,452 SFA-3NC HUB - ACADEMIC SUCCESS0 SF30STAIR 2ELEVATOR1ELEVATOR3STAIR 1186 SFBSC OFFICE100 SF22,923 SFBSC - TECHNOLOGY WORKROOM100 SF301,899 SFSSC SECURE STACKS300 SF7136 SFSELEC300 SF187 SFSTELECOM300 SF1737 SFA-3SC EXHIBIT0 SF1528 SF- omit -PRE ACTION300 SF1327 SFBCAVERNO20 SF17CLOSELY SPACED SPRINKLERS AND DRAFT STOP AT BUTT GLAZED GLASS PARTITIONCLOSELY SPACED SPRINKLERS AT BUTT GLAZED GLASS PARTITIONEXIT = ST202MAX =220pUSED = 112p248 SFA-3REFLECTION ROOM0 SF10502 SFBSEMINAR ROOM50 SF1125 SFSSTORAGE300 SF1GNTOILETROOM110 SFBSC OFFICE100 SF2152 SFBSC OFFICE100 SF2203 SFBSC SHARED OFFICE100 SF3SCSECUREHALL30 SFA-3PHONE15 SF2FECFEC208'-6"OCULUSOPEN TO BELOW114 SFBOFFICE100 SF265 SFBOFFICE100 SF1121 SFBGROUP STUDY20 SF774 SFBGROUP STUDY20 SF41,516 SFA-3NC HUB - TLR AND ACADEMIC SUCCESS20 SF76129 SFBASSISTIVE TECH20 SF7531 SFBSEMINAR ROOM20 SF271,006 SFBCONWAY CENTER20 SF511,663 SFBBROWSING ROOM CLASSROOM20 SF85211 SFKITCHENCAFE SERVICE200 SF2539 SFBSERVICE POINT SUPPORT100 SF6332 SFBCONWAY - SHARED OFFICE100 SF4136 SFSELEC.300 SF187 SFSTELECOM300 SF1EASTVESTIBULEEASTENTRY4,227 SFA-3MAIN HALL0 SF5083 SFSCAFE SUPPORT300 SF11,905 SFSSC SECURE STACKS300 SF7FIREALARM28 SFSPRE ACTION300 SF1OPEN TO BELOWELEVATOR22,891 SFBSC - COLLECTIONS WORKROOM100 SF291,821 SFA-3READING ROOM50 SF37LINE OF EXT. WALL BELOW515 SFA-3MAIN SERVICE POINT0 SF6177 SFBSC OFFICE100 SF2230 SFBLIBRARY ADMINISTRATION100 SF3289 SFBOFFICE - DEAN OF LIBRARIES100 SF3W/GNTOILETROOMM/GNTOILETROOMEXITPASSAGEWAYSTAIR 260 SFBCONWAY - OFFICE100 SF160 SFBCONWAY - OFFICE100 SF1STAIR 1ELEVATOR1ELEVATOR3EXTENT OF BUILDING FOOTPRINT BELOW GRADEEXTERIOR COURTYARD BELOWEXIT = 109.2 EXDOOR = 111MAX =490pUSED = 180pEXIT = ?MAX =?pUSED = ?pMONUMENTAL STAIR - NOT FOR EGRESSSTAIR 3CLOSELY SPACED SPRINKLERS AT BUTT GLAZED GLASS PARTITIONCODE- omit -ACCESSORY (STOR, MECH)ASSEMBLY wo FIXED SEATS - STANDING SPACEASSEMBLY wo FIXED SEATS - TABLES AND CHAIRSBUSINESS - CLASSROOMBUSINESS AREASKITCHEN/COMMERCIALLIBRARY - READING ROOMSDOOR = 108 EXMAX =440pUSED=40pMAX =220pUSED=50pMAX =440pUSED=440pEXIT 010V EXMAX =600pUSED=180pSCSECUREHALL95 SFBOFFICE100 SF197 SFBGROUP STUDY20 SF560 SFBCONWAY - OFFICE100 SF160 SFBCONWAY - OFFICE100 SF1AV CL.STORAV CL.M/GNTOILETROOM26 SFSJANITOR300 SF1STORAGE/AV36 SFA-3PHONE15 SF337 SFA-3PHONE15 SF382 SFBGROUP STUDY20 SF5114 SFBOFFICE100 SF280 SFBOFFICE100 SF157 SFBOFFICE100 SF184 SFBSHARED OFFICE100 SF1101GLOCKERS611 SFA-3CAFE SEATING15 SF41DOOR = 110MAX =300pUSED = 41p145 SFBSC OFFICE100 SF2114 SFBSC OFFICE100 SF2202 SFBSC DIGITIZATION100 SF3FECFECFEC184'-3"DN186'-6"EXIT = 102 EXMAX =260pUSED = 43p86' - 9 1/2"39' - 9"103' - 6"34' - 6"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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 6:34:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000G301LIFE SAFETY PLANS - IISMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 4,227 SF 0 SF 50101A ACCESSORY (STOR, MECH) STELECOM GROSS 87 SF 300 SF 1101B ACCESSORY (STOR, MECH) S ELEC. GROSS 136 SF 300 SF 1101C ACCESSORY (STOR, MECH) S PRE ACTION GROSS 28 SF 300 SF 1101D ASSEMBLY wo FIXED SEATS- STANDING SPACEA-3 MAIN SERVICE POINT NET 515 SF 0 SF 6101E ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 PHONE NET 37 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 1,663 SF 20 SF 85103 BUSINESS - CLASSROOM B CONWAY CENTER NET 1,006 SF 20 SF 51103A BUSINESS AREASB CONWAY - SHAREDOFFICEGROSS 332 SF 100 SF 4103B BUSINESS AREAS B CONWAY - OFFICE GROSS 60 SF 100 SF 1103C BUSINESS AREAS B CONWAY - OFFICE GROSS 60 SF 100 SF 1103E BUSINESS AREAS B CONWAY - OFFICE GROSS 60 SF 100 SF 1103F BUSINESS AREAS B CONWAY - OFFICE GROSS 60 SF 100 SF 1104 BUSINESS AREAS B SERVICE POINT SUPPORT GROSS 539 SF 100 SF 6104A BUSINESS AREAS B OFFICE GROSS 95 SF 100 SF 1104B BUSINESS - CLASSROOM B GROUP STUDY NET 97 SF 20 SF 5105 ACCESSORY (STOR, MECH) S SC SECURE STACKS GROSS 1,905 SF 300 SF 7106 BUSINESS AREAS B SC - COLLECTIONSWORKROOMGROSS 2,891 SF 100 SF 29106A BUSINESS AREAS B SC DIGITIZATION GROSS 202 SF 100 SF 3106B BUSINESS AREAS B SC OFFICE GROSS 114 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 57 SF 100 SF 1107B BUSINESS AREAS B OFFICE GROSS 80 SF 100 SF 1107C BUSINESS AREAS B OFFICE - DEAN OFLIBRARIESGROSS 289 SF 100 SF 3107D BUSINESS AREAS B OFFICE GROSS 65 SF 100 SF 1108 ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 NC HUB - TLR ANDACADEMIC SUCCESSNET 1,516 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 SHARED OFFICE GROSS 84 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 531 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 1,821 SF 50 SF 37110B KITCHEN/COMMERCIAL KITCHENCAFE SERVICE GROSS 211 SF 200 SF 2110C ACCESSORY (STOR, MECH) S CAFE SUPPORT GROSS 83 SF 300 SF 120,709SF488LEVEL 2201A ACCESSORY (STOR, MECH) STELECOM GROSS 87 SF 300 SF 1201B ACCESSORY (STOR, MECH) S ELEC GROSS 136 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 737 SF 0 SF 15205 ACCESSORY (STOR, MECH) S SC SECURE STACKS GROSS 1,899 SF 300 SF 7205A BUSINESS AREAS B VEST GROSS 85 SF 100 SF 1206 BUSINESS AREAS B SC - TECHNOLOGYWORKROOMGROSS 2,923 SF 100 SF 30206A BUSINESS AREAS B SC SHARED OFFICE GROSS 203 SF 100 SF 3206B BUSINESS AREAS B SC OFFICE GROSS 110 SF 100 SF 2206C BUSINESS AREAS B SC OFFICE GROSS 152 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 248 SF 0 SF 10208B BUSINESS - CLASSROOM B CAVERNO NET 327 SF 20 SF 17208C ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 PHONE NET 30 SF 15 SF 2209 BUSINESS - CLASSROOM B SEMINAR ROOM NET 502 SF 50 SF 11209A ACCESSORY (STOR, MECH) SSTORAGE GROSS 25 SF 300 SF 1210 LIBRARY - READING ROOMS A-3 READING ROOM NET 4,420 SF 50 SF 8913,528SF225NOT TO SCALESYMBOLS - LIFE SAFETYNO. DATE DESCRIPTION
DNDNDNFDFDUPDWDNDNFDFDEXTERIORTERRACE3,969 SFA-3ROOFTOP READING ROOM5 SF42018 SF- omit -TELECOM300 SF1OCULUSOPEN TO BELOW377 SFKITCHENCATERING PREP200 SF25,302 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 PARTITION590 SFBSTAFF ROOM100 SF6206 SFBCOLLAB ROOM20 SF111,112 SFBSPECIAL COLLECTIONS CLASSROOM0 SF482,375 SFA-3COLLOCOTT READING RM50 SF49115 SFBGROUP STUDY20 SF6215 SFBCOLLAB ROOM20 SF11275 SFBEXHIBIT PREP100 SF381 SFSTELECOM300 SF1138 SFSELEC300 SF1152 SFA-3CONSULT15 SF11109 SFA-3CONSULT15 SF81,899 SFSSC SECURE STACKS300 SF7617 SFBSC CLASSROOM100 SF7WOMENMEN/GN204 SFBSC MEETING ROOM100 SF3115 SFBGROUP STUDY20 SF6FIREALARM28 SF- omit -PRE ACTION300 SF11,535 SFA-3SPECIAL COLLECTIONS READING ROOM50 SF31SPECIALCOLLECTIONSENTRY711 SFBSC STAFF WORKROOM100 SF85,116 SFA-3OPEN READING ROOM50 SF103122 SFBOFFICE - D&A100 SF2464 SFBINTER LIBRARY LOAN100 SF5164 SFA-3MEETING ROOM15 SF11104 SFBOFFICE - D&A100 SF2121 SFBOFFICE - D&A100 SF262 SFSSTORAGE300 SF19 SF- omit -STORAGE300 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"ELEC4,062 SFA-3MAIN HALL0 SF70* OCCUPANT LOAD BASED ON PROGRAM USE87'-1"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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 6:35:52 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000G302LIFE SAFETY PLANS - IIISMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 4,062 SF 0 SF 70301A ACCESSORY (STOR, MECH) STELECOM GROSS 81 SF 300 SF 1301B ACCESSORY (STOR, MECH) S ELEC GROSS 138 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 2,375 SF 50 SF 49303 BUSINESS - CLASSROOM B SPECIAL COLLECTIONSCLASSROOMNET 1,112 SF 0 SF 48304 BUSINESS AREAS B SC CLASSROOM GROSS 617 SF 100 SF 7304A BUSINESS AREAS B EXHIBIT PREP GROSS 275 SF 100 SF 3305 ACCESSORY (STOR, MECH) S SC SECURE STACKS GROSS 1,899 SF 300 SF 7306 BUSINESS AREAS B SC STAFF WORKROOM GROSS 711 SF 100 SF 8307 LIBRARY - READING ROOMS A-3 SPECIAL COLLECTIONSREADING ROOMNET 1,535 SF 50 SF 31307A BUSINESS AREAS B SC SMALL GROUP ROOM GROSS 201 SF 100 SF 3307B BUSINESS AREAS B SC MEETING ROOM GROSS 204 SF 100 SF 3307C ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 CONSULT NET 109 SF 15 SF 8307D ASSEMBLY wo FIXED SEATS- TABLES AND CHAIRSA-3 CONSULT NET 152 SF 15 SF 11309 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 464 SF 100 SF 5309D BUSINESS AREAS B OFFICE - D&A GROSS 121 SF 100 SF 2309E BUSINESS AREAS B OFFICE - D&A GROSS 122 SF 100 SF 2309F BUSINESS AREAS B STAFF ROOM GROSS 590 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 5,116 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 1122,900SF440LEVEL 4401 ASSEMBLY wo FIXED SEATS- STANDING SPACEA-3 ROOFTOP READING ROOM NET 3,969 SF 5 SF 420402 ACCESSORY (STOR, MECH) S MECHANICAL ROOM GROSS 5,302 SF 300 SF 18403 KITCHEN/COMMERCIAL KITCHENCATERING PREP GROSS 377 SF 200 SF 29,648 SF 440NOT TO SCALESYMBOLS - LIFE SAFETYNO. DATE DESCRIPTION
PROJ. No.:
DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: J:\DWG\P2015\0342\A2E\Environmental\Hazmat\20150342A2E_HAZ01_ALUMNAE.dwg Layout: CM Plotted: Tue, November 03, 2015 - 3:08 PM User: bmcanneyPlotter: DWG TO PDF.PC3 CTB File: FO 2008 COLOR.CTB20150342.A1E
10/15/2015SMITH COLLEGEASBESTOS ABATEMENT PLANALUMNAE GYMNORTHHAMPTONMASSACHUSETTSN.T.S.ALUMNAE GYM
Level C - Mechanical Room
ASBESTOS ABATEMENT NOTES
GENERAL NOTES
ENTRANCE TO
STEAM TUNNEL DN
MECHANICAL B/43EMERGENCY
STEAM TUNNELELEV
LEDGE
PLANTER RAMPDNRAMPDNDN
DN
STACKS
DN
B/51
DN
UP
B/41
UP
STAIR
WOMEN'S
ELEV.
LOBBY
MEN'S
B/23RAMPELEV.UPJAN.UPRAMPUP
B/26
STACKS
B/30
B/31
B/32
STACKS
B/21
UP
LIFT
BOOK
(INACCESSIBLE)
MECHANICAL ROOM
OPEN TO
ABOVE
STACKS
UP
STACKS
LOCKERS
B/05
DN
UP
LOCKERSB/17B/16B/14B/12B/11B/09
LOCKERSCORRIDOR
B/15B/10 B/13
B/18
NEILSON LIBRARY
LEVEL B
B/22
Office
Reception
Office
Jan.StorageDNRAMPVest.
ELEV.
DN
Unisex
UP
Office
International Studies & Scholars
B/44
B/46
MECH.
B/47
GENERATOR ROOM ACCESSB/45
B/39
B/29 B/28
B/27
MECH.
1982
1982
1962
1962
1909
1909
1939
1962
1982
1982
PROJ. No.:
DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: \\private\dfs\CadProj\DWG\P2015\0342\A2E\Environmental\Hazmat\20150342A2E_HAZ02_NEILSON.dwg Layout: B Plotted: Mon, July 24, 2017 - 9:06 AM User: bmcanneyPlotter: DWG TO PDF.PC3 CTB File: FO 2008 COLOR.CTB20150342.A2E
10/15/2015SMITH COLLEGEASBESTOS ABATEMENT PLANNEILSON LIBRARYNORTHHAMPTONMASSACHUSETTSN.T.S.GENERAL NOTESASBESTOS ABATEMENT NOTES
PLANTER DN
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
WOMEN'S
MEN'S
UP
DN
LOADING AREA MEN'S
LOCKER
ROOM
A/64
A/55
A/56
STAIR
UP
JAN.
DN
CL ELEV.
MEN'S
CL
WOMEN'S
LOCKER
A/54
ROOM
A/52A/53
WOMEN'S
CONNECTOR TO
ALUMNAE GYM
RAMPUPA/67
DNCARRELSSOPHIA SMITH & ARCHIVES
DN
OPEN TO BELOW
UP
WOMEN'S
TOILET TOILET
MEN'S
A/20
AB
A/19
UP
ELEV.JAN.
UP
AA
STACKS
OPEN TO BELOWA/27
A/28
DN
A/29
STACKS
A/16A/18 A/17
A/15
UPDN
BOOK
LIFT
AREAWAY
BELOW
OPEN TO
STACKS
UP
DN
STAIRS
DN
STACKS
DN
OPEN TO
BELOW
CARRELS OPEN TO BELOW
CARRELS
DN
STORAGE
A/11A/09 A/10 A/12
NEILSON LIBRARY
LEVEL A
1982
1982
1962
1962
1909
1909
1939
1962
1982
1982
PROJ. No.:
DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: \\private\dfs\CadProj\DWG\P2015\0342\A2E\Environmental\Hazmat\20150342A2E_HAZ02_NEILSON.dwg Layout: A Plotted: Mon, July 24, 2017 - 9:06 AM User: bmcanneyPlotter: DWG TO PDF.PC3 CTB File: FO 2008 COLOR.CTB20150342.A2E
10/15/2015SMITH COLLEGEASBESTOS ABATEMENT PLANNEILSON LIBRARYNORTHHAMPTONMASSACHUSETTSN.T.S.GENERAL NOTESASBESTOS ABATEMENT NOTES
AREAWAY
DN
DN
RAMP
RAMP
DN
ENTRY
ROOM
BROWSING
DN
DN UP
1/53
UP
JAN.
CL
DN
ELEV.
MEN'S
LOBBY
CL
WOMEN'S
1/57
STORAGE
1/55
156
STACKS
ELEVATOR
CL
CLCLCL
158S
1/51
CL
DN
UP
WOMEN'S MEN'S
LOCKERSELEV.JAN.
HC
TLT
UP
INFO.
DESK
DN
STACKS
1/23 1/24
UPDN DN
1/04
OPEN TO ABOVE
COMPUTER CLASSROOM
CL
1/05
CL
REFERENCE (MICROFILM)
UP
DN
GEORGE FISK MAIR ROOM
CARD CATALOGUE
1/18
CL
1/19
1/16
CL
CL 1/12
1/17 1/13 1/14
CIRCULATION DESK
103
CIRCULATION STAFF
104
105
ROOM
106
BREAK
ROOM
READING
NEILSON LIBRARY
LEVEL 1
1982
1982
1962
1962
1909
1909
1939
1962
1982
1982
PROJ. No.:
DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: \\private\dfs\CadProj\DWG\P2015\0342\A2E\Environmental\Hazmat\20150342A2E_HAZ02_NEILSON.dwg Layout: 1 Plotted: Mon, July 24, 2017 - 9:07 AM User: bmcanneyPlotter: DWG TO PDF.PC3 CTB File: FO 2008 COLOR.CTB20150342.A2E
10/15/2015SMITH COLLEGEASBESTOS ABATEMENT PLANNEILSON LIBRARYNORTHHAMPTONMASSACHUSETTSN.T.S.GENERAL NOTESASBESTOS ABATEMENT NOTES
NEILSON LIBRARY
LEVEL 2OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
REST
DN UP 2/52
UP
JAN.
DN
CL ELEV.
MEN'S
LOBBY
CL
WOMEN'S
STACKS
ELEVATOR STACKS
2/51
CARRELSCARRELS
DN
OPEN TO BELOW
UP
WOMEN'S MEN'S 2B
2/16 2/15
ELEV.JAN.
UP
2A
OPEN TO BELOW
STACKS
OPEN TO BELOW2/21
2/22
DN
2/23
STACKS
2/14 2/13
DN
UP LIFT
BOOK
OPEN TO BELOW
DN
UP
RARE BOOK ROOM STACKSOPEN TO BELOW
UP
2/07
UP
CONNECTOR TO
WRIGHT HALL
2/09 2/08
2/12
NEILSON LIBRARY
Q.L.C.
1/8"=1'-0"
STAFF LOUNGE
STUDY ROOM
1982
1982
1962
1962
1909
1909
1939
1962
1982
1982
PROJ. No.:
DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: \\private\dfs\CadProj\DWG\P2015\0342\A2E\Environmental\Hazmat\20150342A2E_HAZ02_NEILSON.dwg Layout: 2 Plotted: Mon, July 24, 2017 - 9:07 AM User: bmcanneyPlotter: DWG TO PDF.PC3 CTB File: FO 2008 COLOR.CTB20150342.A2E
10/15/2015SMITH COLLEGEASBESTOS ABATEMENT PLANNEILSON LIBRARYNORTHHAMPTONMASSACHUSETTSN.T.S.GENERAL NOTESASBESTOS ABATEMENT NOTES
NEILSON LIBRARY
LEVEL 3
COLLACOTT PERIODICAL ROOM
DN UP TO
ROOF
KAHN INSTITUTE
CONFERENCE
STOR.
MEN'S
KITCH.
CL
DN
ELEV.
LOBBY
CL
WOMEN'S
OFFICE
354
355
STACKS
360
ELEVATOR
LOUNGE OFFICE
UP
TERRACE
3/51
OFFICE
UP
DN
CAVERNO ROOM
UP
WOMEN'S MEN'S 3B
3/14 3/13
ELEV.JAN.
UP
3A
GALLERY 3/22
3/21
DN
3/23
STACKS
3/103/12 3/11 3/09
DN
UP BOOK
LIFT
UP
STACKS
DN
UP UP
Work Room
STACKS
STACKS
Office
VEST.CL
MORTIMER RARE BOOK ROOM
DN
CONFERENCE
360A359301
357
356A
356
CONF.
300K
3/52
3/42
3/50
1982
1982
1962
1962
1909
1909
1939
1962
1982
1982
PROJ. No.:
DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: \\private\dfs\CadProj\DWG\P2015\0342\A2E\Environmental\Hazmat\20150342A2E_HAZ02_NEILSON.dwg Layout: 3 Plotted: Mon, July 24, 2017 - 9:07 AM User: bmcanneyPlotter: DWG TO PDF.PC3 CTB File: FO 2008 COLOR.CTB20150342.A2E
10/15/2015SMITH COLLEGEASBESTOS ABATEMENT PLANNEILSON LIBRARYNORTHHAMPTONMASSACHUSETTSN.T.S.GENERAL NOTESASBESTOS ABATEMENT NOTES
PENTHOUSE DN
OPEN TO BELOW
DN
PENTHOUSE
STAIR
MECHANICAL
MECHANICAL ROOM
(ESTIMATED)
(INACCESSIBLE)
DN
MECHANICAL
OPEN TO BELOW
SEE DETAIL BELOW
UP
4BWOMEN'S MEN'S
4/064/07
ELEV.JAN.
4A
OPEN TO BELOW
CARRELSOPEN TO BELOWDN
4/034/05 4/04 OPEN TO BELOW
DN
SEE DETAIL ABOVE
UP
OPEN TO BELOW
DN DN
STACKS
OPEN TO BELOW
NEILSON LIBRARY
LEVEL 4
1962
1962
1909
1909
1939
1939
PROJ. No.:
DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: \\private\dfs\CadProj\DWG\P2015\0342\A2E\Environmental\Hazmat\20150342A2E_HAZ02_NEILSON.dwg Layout: 4 Plotted: Mon, July 24, 2017 - 9:07 AM User: bmcanneyPlotter: DWG TO PDF.PC3 CTB File: FO 2008 COLOR.CTB20150342.A2E
10/15/2015SMITH COLLEGEASBESTOS ABATEMENT PLANNEILSON LIBRARYNORTHHAMPTONMASSACHUSETTSN.T.S.GENERAL NOTESASBESTOS ABATEMENT NOTES
PROJ. No.:
DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: \\private\dfs\CadProj\DWG\P2015\0342\A2E\Environmental\Hazmat\20150342A2E_HAZ02_NEILSON.dwg Layout: ATT Plotted: Mon, July 24, 2017 - 9:07 AM User: bmcanneyPlotter: DWG TO PDF.PC3 CTB File: FO 2008 COLOR.CTB20150342.A2E
10/15/2015SMITH COLLEGEASBESTOS ABATEMENT PLANNEILSON LIBRARYNORTHHAMPTONMASSACHUSETTSN.T.S.NEILSON LIBRARY
ATTIC
GENERAL NOTESASBESTOS ABATEMENT NOTES
PROJ. No.:
DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: \\private\dfs\CadProj\DWG\P2015\0342\A2E\Environmental\Hazmat\20150342A2E_HAZ02_NEILSON.dwg Layout: ROOF Plotted: Mon, July 24, 2017 - 9:07 AM User: bmcanneyPlotter: DWG TO PDF.PC3 CTB File: FO 2008 COLOR.CTB20150342.A2E
10/15/2015SMITH COLLEGEASBESTOS ABATEMENT PLANNEILSON LIBRARYNORTHHAMPTONMASSACHUSETTSN.T.S.ASBESTOS ABATEMENT NOTES GENERAL NOTES
ENTRANCE TO
STEAM TUNNEL DN
MECHANICAL B/43EMERGENCY
STEAM TUNNELELEV
LEDGE
PLANTER RAMPDNRAMPDNDN
DN
STACKS
DN
B/51
DN
UP
B/41
UP
STAIR
WOMEN'S
ELEV.
LOBBY
MEN'S
B/23RAMPELEV.UPJAN.UPRAMPUP
B/26
STACKS
B/30
B/31
B/32
STACKS
B/21
UP
LIFT
BOOK
(INACCESSIBLE)
MECHANICAL ROOM
OPEN TO
ABOVE
STACKS
UP
STACKS
LOCKERS
B/05
DN
UP
LOCKERSB/17B/16B/14B/12B/11B/09
LOCKERSCORRIDOR
B/15
B/10 B/13
B/18
NEILSON LIBRARY
LEVEL B
B/22
Office
Reception
Office
Jan.StorageDNRAMPVest.
ELEV.
DN
Unisex
UP
Office
International Studies & Scholars
B/44
B/46
MECH.
B/47
GENERATOR ROOM ACCESSB/45
B/39
B/29 B/28
B/27
MECH.
PROJ. No.:
DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: \\private\dfs\CadProj\DWG\P2015\0342\A5E\Environmental\Hazmat\20150342A5E_PCB01_NEILSON.dwg Layout: B Plotted: Fri, July 21, 2017 - 10:36 AM User: bmcanneyPlotter: DWG TO PDF.PC3 CTB File: FO 2008 MONO.CTB20150342.A5E
07/20/2017SMITH COLLEGEPCB ABATEMENT PLANNEILSON LIBRARYNORTHAMPTONMASSACHUSETTSN.T.S.1962
1909 1962
1982
1982
1939
1909
1962
1982
PCB ABATEMENT NOTES
1982
PLANTER DN
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
WOMEN'S
MEN'S
UP
DN
LOADING AREA MEN'S
LOCKER
ROOM
A/64
A/55
A/56
STAIR
UP
JAN.
DN
CL ELEV.
MEN'S
CL
WOMEN'S
LOCKER
A/54
ROOM
A/52A/53
WOMEN'S
CONNECTOR TO
ALUMNAE GYM
RAMPUPA/67
DNCARRELSSOPHIA SMITH & ARCHIVES
DN
OPEN TO BELOW
UP
WOMEN'S
TOILET TOILET
MEN'S
A/20
AB
A/19
UP
ELEV.JAN.
UP
AA
STACKS
OPEN TO BELOWA/27
A/28
DN
A/29
STACKS
A/16A/18 A/17
A/15
UPDN
BOOK
LIFT
AREAWAY
BELOW
OPEN TO
STACKS
UP
DN
STAIRS
DN
STACKS
DN
OPEN TO
BELOW
CARRELS OPEN TO BELOW
CARRELS
DN
STORAGE
A/11A/09 A/10 A/12
NEILSON LIBRARY
LEVEL A
PROJ. No.:
DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: \\private\dfs\CadProj\DWG\P2015\0342\A5E\Environmental\Hazmat\20150342A5E_PCB01_NEILSON.dwg Layout: A Plotted: Fri, July 21, 2017 - 10:36 AM User: bmcanneyPlotter: DWG TO PDF.PC3 CTB File: FO 2008 MONO.CTB20150342.A5E
07/20/2017SMITH COLLEGEPCB ABATEMENT PLANNEILSON LIBRARYNORTHAMPTONMASSACHUSETTSN.T.S.1962
1909 1962
1982
1982
1939
19091962
1982
PCB ABATEMENT NOTES
1982
AREAWAY
DN
DN
RAMP
RAMP
DN
ENTRY
ROOM
BROWSING
DN
DN UP
1/53
UP
JAN.
CL
DN
ELEV.
MEN'S
LOBBY
CL
WOMEN'S
1/57
STORAGE
1/55
156
STACKS
ELEVATOR
CL
CLCLCL
158S
1/51
CL
DN
UP
WOMEN'S MEN'S
LOCKERSELEV.JAN.
HC
TLT
UP
INFO.
DESK
DN
STACKS
1/23 1/24
UPDN DN
1/04
OPEN TO ABOVE
COMPUTER CLASSROOM
CL
1/05
CL
REFERENCE (MICROFILM)
UP
DN
GEORGE FISK MAIR ROOM
CARD CATALOGUE
1/18
CL
1/19
1/16
CL
CL 1/12
1/17 1/13 1/14
CIRCULATION DESK
103
CIRCULATION STAFF
104
105
ROOM
106
BREAK
ROOM
READING
NEILSON LIBRARY
LEVEL 1
PROJ. No.:
DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: \\private\dfs\CadProj\DWG\P2015\0342\A5E\Environmental\Hazmat\20150342A5E_PCB01_NEILSON.dwg Layout: 1 Plotted: Fri, July 21, 2017 - 10:36 AM User: bmcanneyPlotter: DWG TO PDF.PC3 CTB File: FO 2008 MONO.CTB20150342.A5E
07/20/2017SMITH COLLEGEPCB ABATEMENT PLANNEILSON LIBRARYNORTHAMPTONMASSACHUSETTSN.T.S.1982
1962
1982
1982
1939
1909
1962
1982
1909 1962
PCB ABATEMENT NOTES
NEILSON LIBRARY
LEVEL 2OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
REST
DN UP 2/52
UP
JAN.
DN
CL ELEV.
MEN'S
LOBBY
CL
WOMEN'S
STACKS
ELEVATOR STACKS
2/51
CARRELSCARRELS
DN
OPEN TO BELOW
UP
WOMEN'S MEN'S 2B
2/16 2/15
ELEV.JAN.
UP
2A
OPEN TO BELOW
STACKS
OPEN TO BELOW2/21
2/22
DN
2/23
STACKS
2/14 2/13
DN
UP LIFT
BOOK
OPEN TO BELOW
DN
UP
RARE BOOK ROOM STACKSOPEN TO BELOW
UP
2/07
UP
CONNECTOR TO
WRIGHT HALL
2/09 2/08
2/12
NEILSON LIBRARY
Q.L.C.
1/8"=1'-0"
STAFF LOUNGE
STUDY ROOM
PROJ. No.:
DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: \\private\dfs\CadProj\DWG\P2015\0342\A5E\Environmental\Hazmat\20150342A5E_PCB01_NEILSON.dwg Layout: 2 Plotted: Fri, July 21, 2017 - 10:36 AM User: bmcanneyPlotter: DWG TO PDF.PC3 CTB File: FO 2008 MONO.CTB20150342.A5E
07/20/2017SMITH COLLEGEPCB ABATEMENT PLANNEILSON LIBRARYNORTHAMPTONMASSACHUSETTSN.T.S.1962
1909 1962
1982
1982
1939
1909
1962
1982
PCB ABATEMENT NOTES
1982
NEILSON LIBRARY
LEVEL 3
COLLACOTT PERIODICAL ROOM
DN UP TO
ROOF
KAHN INSTITUTE
CONFERENCE
STOR.
MEN'S
KITCH.
CL
DN
ELEV.
LOBBY
CL
WOMEN'S
OFFICE
354
355
STACKS
360
ELEVATOR
LOUNGE OFFICE
UP
TERRACE
3/51
OFFICE
UP
DN
CAVERNO ROOM
UP
WOMEN'S MEN'S 3B
3/14 3/13
ELEV.JAN.
UP
3A
GALLERY 3/22
3/21
DN
3/23
STACKS
3/103/12 3/11 3/09
DN
UP BOOK
LIFT
UP
STACKS
DN
UP UP
Work Room
STACKS
STACKS
Office
VEST.CL
MORTIMER RARE BOOK ROOM
DN
CONFERENCE
360A359301
357
356A
356
CONF.
300K
3/52
3/42
3/50
PROJ. No.:
DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: \\private\dfs\CadProj\DWG\P2015\0342\A5E\Environmental\Hazmat\20150342A5E_PCB01_NEILSON.dwg Layout: 3 Plotted: Fri, July 21, 2017 - 10:36 AM User: bmcanneyPlotter: DWG TO PDF.PC3 CTB File: FO 2008 MONO.CTB20150342.A5E
07/20/2017SMITH COLLEGEPCB ABATEMENT PLANNEILSON LIBRARYNORTHAMPTONMASSACHUSETTSN.T.S.1962
1982
1982
1939
1962
1982
1909 1962
1909
PCB ABATEMENT NOTES
1982
PENTHOUSE DN
OPEN TO BELOW
DN
PENTHOUSE
STAIR
MECHANICAL
MECHANICAL ROOM
(ESTIMATED)
(INACCESSIBLE)
DN
MECHANICAL
OPEN TO BELOW
SEE DETAIL BELOW
UP
4BWOMEN'S MEN'S
4/064/07
ELEV.JAN.
4A
OPEN TO BELOW
CARRELSOPEN TO BELOWDN
4/034/05 4/04 OPEN TO BELOW
DN
SEE DETAIL ABOVE
UP
OPEN TO BELOW
DN DN
STACKS
OPEN TO BELOW
NEILSON LIBRARY
LEVEL 4 PROJ. No.:
DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: \\private\dfs\CadProj\DWG\P2015\0342\A5E\Environmental\Hazmat\20150342A5E_PCB01_NEILSON.dwg Layout: 4 Plotted: Fri, July 21, 2017 - 10:36 AM User: bmcanneyPlotter: DWG TO PDF.PC3 CTB File: FO 2008 MONO.CTB20150342.A5E
07/20/2017SMITH COLLEGEPCB ABATEMENT PLANNEILSON LIBRARYNORTHAMPTONMASSACHUSETTSN.T.S.1909
1939
1909
PCB ABATEMENT NOTES
UPUPDNNEW CONCRETE WALLS AT AREAWAYGENERAL NOTES2329282726252422AD1A4023A401A300AG4L03MAIN ELECTRICALROOM28.4F2A3122A312EXTERIOR WALL ABOVEST L04STAIR 4EL L04ELEVATOR 4160' - 0"CD.13010' - 2"10' - 9 1/4"9' - 2 3/4"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 SCOPEFIXED LADDER FOR EGRESSBUILDING FOOTPRINT ABOVE40' - 3 1/4"L04 EXEDGE OF GRATE ABOVE2A3-02A6202A6203A6203A6201A6201A6206A6205A6207A620AD300AG1A812A8125A5103A51026.527.125.7D.7E.1F.910A8-210A8-210A8-210A8-2L01.110A8-21' - 8 3/8"162' - 6"L02MECHANICALL01LOWER LOBBYL01CBLDG STORAGE165' - 0"165' - 10"162' - 6"10' - 10 1/8"4A5318A5108' - 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"9A5308A5339A5332' - 6"9' - 0"9' - 6"8' - 0"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 COLUMN9A3-0L01BL01AL000PEDESTRIANTUNNEL2A3102A3102A3-09A1-015' - 4"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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 6:59:29 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_SJulianus.rvt4786.000A10LLLEVEL LL PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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.NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #2
CC292827262524ADHAG-1GFCD.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 BOX27.125.7D.7E.125.3F.9J.5A.5ISO13' - 3"GWB9' - 0"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"L000PEDESTRIANTUNNEL3' - 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"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-12 x 6 CONCEALED SPLINEGENERAL NOTES AND LEGEND APPLIES TO ALL A200 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.ACT-22 x 2 LAY-INACT-3GWBEXP - NO CEILING - PAINT ALL EXPOSED ELEMENTSREFER 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.WDTYP. DOWNLIGHT.TYP. LINEAR FIXTURE.TYP. 2" LINEAR DIFFUSER, SEE MEP.TYP. SQUARE DIFFUSER, SEE MEP.ROLLER SHADE, SINGLEROLLER SHADE, DUALROLLER SHADE, DUAL MOTORIZEDNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 4:39:16 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A20LLLEVEL LL REFLECTEDCEILING PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL LL1NO. DATE DESCRIPTION
UPUPUPUPUPDNFDFDFDFDFDWALL TYPE-3 UP TO GRADEWALL TYPE-3 UP TO GRADEWALL TYPE-3 UP TO GRADEWALL TYPE-9WALL TYPE-6WALL TYPE-9WALL TYPE-9CONC. FOUNDATION WALL232120191817161514131211109282726252422ADHJA3002A3001A3015A30124A4053A403009GOFFICE009STAFF WORKROOMCOLLABROOM009DOFFICE009COFFICE009A010OPEN COLLAB005SC SECURE STACKS001ATELECOM001MAIN HALL013SUNKENCOURTYARD1A405COLLABROOM012E012DCOMPUTERCLASSROOM012BMEDIA PRODUCTIONSTUDIO015GENERALCOLLECTIONSEL004ELEVATOR 4001FFA. CL001CPRE ACTIONA5205A5204A52012A4054A4036A4031A4043A4021A4023A4015A4012A4013A3123A312OPEN TO ABOVEEL001ELEVATOR 1EL003ELEVATOR 3012CTELECOMST002STAIR 2ST001STAIR 1W-4177' - 6"MATCHLINE14' - 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' - 9 3/8"5' - 9"11' - 8"5' - 9"13' - 9 3/4"GD.3C.928.4D.8FE.713.61A3111A3112A3122A312A8031CA8058ELEVATORCONTROLROOM012HA5206A5209D.1177' - 6"BE.3SEE A100 G217.89' - 2 3/4"13' - 8"18' - 1 3/8"1' - 8"8' - 2"5' - 2 1/8"6' - 0 3/4"10' - 6 1/4"6' - 5 1/8"10' - 10 1/4"1' - 10"38' - 5 1/4"18' - 6 3/4"10' - 4 7/8"9' - 3 5/8"15.813.925.520.521.219.215.717.5012DIGITAL MEDIA HUB007SOUTH ENTRYCOLLABROOM009B012AMEDIA PRODUCTIONSTUDIO (SELFSERVE)T001WOMEN015AOPEN READING010VWEST VESTIBULEST003STAIR 3 (OCULUS)005ASC SECURE CORR.009B009A009C009D010V010012H012F015001FEL002001A001BST001001C006 EXEL004011.2A3013A3011A30142A3112A3111A3121A3121A3101A310A6011A6021A6051A6081A6093A6096003SC SECURE STACKS001BELEC28' - 9 7/8"AREAWAY BELOWT001COLLABROOM012FADD ALT7A4-29E6-09E6-09E6-09E6-09A6-09D6-010A8-210A8-P9A6-09A6-09A3-0VAPOR 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"10A407123A80512A8036A8021211179' - 0"KA8013A81226.527.125.7E.124.5COLLABROOM010A22A90328A90323A90324A903A8041A80464531A406007V.EX012GJANITORT002MENT002012GJ.5A.5009FSTORAGE009EOFFICE011ACLOSET009F009.2009.1011TLR CLASSROOM010A011A2A6-2004CENTRAL SERVICEPOINT SUPPORT011B011BAV CL.004.1012D012B.1011.1007V012.2003.2DROP DOWN GATE10A8-P10A8-2004.2001DCENTRAL SERVICEPOINT012C005AS004SHAFTS003SHAFTS009SHAFT006CORR009HOFFICE009JOFFICE009KOFFICE009LOFFICE009E009G009H009L012E3' - 0"4A5312A6-22E6-22E6-02A6-22A3-02A6-22E6-29A6-02E6-29A6-09E6-09E3-09D2-09D3-01A3-0P2A6-02A6-09A6-02A6-02A6-02A6-02A6-01A6-01A6-01A6-02A6-09A6-09A3-09A6-09A6-09A6-01A6-01A6-01A6-02A3-22A3-21A6-01D6-09D6-01A6-09A6-09A6-0ALIGN9A6-09A6-01A6-01A6-09A6-09A6-01D6-01D6-01A6-01A6-01A6-01D6-01D6-01D6-01D6-09A3-01D6-01D6-09A3-09A3-09A6-0009J009K1D6-01D6-01D6-01D6-09A3-09A3-01A6-01A6-01A6-09A6-09A6-09A6-09A6-01A6-010A8-210A8-210A8-210A8-21C3-01C3-07A6-29E6-010 1/2"ST002012B.2012A1A530SIM9A510A5523A55389A3-0A6061A8014A8021234A8025678A80299A6-0A80349A6-09A6-09A6-02' X 2' X 2' SUMP PIT, COORD. W/ STRUCTURAL, PLUMBING, AND ELEVATOR12' X 2' X 2' SUMP PIT, COORD. W/ STRUCTURAL, PLUMBING, AND ELEVATOR1A8041098715' - 6"1001EPHONE010BPHONE001E010BA8053456INTAKE LOUVERS - 11' - 2" HIGH X 2' - 1" WIDE W/ BLANK-OFF PANEL(9' - 0" HIGH X 2' - 1" WIDE OPENING)A80511121314ELEVATORCONTROL003A003.1003A4' - 2 5/8"001G001GELECIN GRADE LIGHT FIXTURE - SEE ELEC DWGSA6041CUSTOM TWO-SIDED DISPLAY CASES BY OWNER. COORDINATE FINAL REQUIREMENTS (LIGHTING, POWER, DATA, ETC) WITH MFGROPENING 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"A552167A606010V EXST0032A6-01A6-02A6-06"48"X96"WHISPERBOOTH - SEESPEC.COORDINATEFINALREQUIREMENTS(POWER, DATA,LIGHTING) ANDLAYOUT WITHOWNERMILLWORK WV WALLS AT CARROL SEATINGA5225SIMGENERAL NOTESNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 4:39:50 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A100 G1LEVEL G PLAN - SOUTHSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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.1NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #2
UPWALL TYPE-7CONC. FOUNDATION WALLCONC. FOUNDATION WALLCONC. FOUNDATION WALL121110987632- 1DD.9F.3HJA30154E.554A4043A4041A403013SUNKENCOURTYARD015GENERALCOLLECTIONS6A4031A404D.4A3017A3018A3019MATCHLINEG1.7D.3C.9D.8F5' - 5"10' - 11 5/8"CA5203A5202D.1E.3SEE A100 G111' - 8"5' - 9"13' - 9 3/4"10' - 9 7/8"12' - 0"12' - 0"12' - 0"7' - 0"10' - 4 1/4"22' - 7 1/2"7' - 2"29' - 0"9' - 3 5/8"1' - 8"8' - 2"10' - 6 1/4"6' - 5 1/8"10' - 10 1/4"12' - 0"12' - 0"12' - 0"6' - 1"1A3121A3121A3101A310175' - 11"A802014MECHANICAL014MATCHLINESEE A100 G1A8021211111' - 5"111' - 6 5/8"A8011A8013A95041A4062.7J.52.5A.5015AOPEN READING4' - 0"4' - 0"15' - 7 1/2"013.2 EX012AMEDIA PRODUCTIONSTUDIO (SELFSERVE)012BMEDIA PRODUCTIONSTUDIO9D3-05A404SIMSKYLIGHT ABOVESKYLIGHT ABOVEA5536A5538A5537A8012A8014A8021234A802568A80293' X 3' X 3' SUMP PIT, COORD. W/ STRUCTURAL AND PLUMBING114A531SIM1175' - 4"7A606GENERAL NOTESNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 4:40:08 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A100 G2LEVEL G PLAN - NORTHSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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.NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #2
UPUPDNDNUPFDFDFDFDFDFDWALL TYPE-6WALL TYPE-9GENERAL NOTES232120191817161514131211109282726252422ADHA3002A3001A30154A4053A4034A4043A404OFFICE108D107DOFFICE108AGROUP 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 - COLLECTIONSWORKROOMREADINGROOM110AGD.3C.928.4D.8FE.713.61A3111A3118A5302A3122A312LINE OF EXTERIOR WALL BELOW188' - 0"CA5211A5213BE.317.815.813.9E.620.521.219.215.717.5111EXIT PASSAGEWAYST103STAIR 3ST102STAIR 2106DSC OFFICEW/GNTOILETROOMT101M/GNTOILETROOMT102ST101STAIR 1EL101ELEVATOR 1EL103ELEVATOR 3107LIBRARYADMINISTRATION108.1108A107108F.2T102T101108 EX101F111101A101B103.1102104106D106.1108F.1110C101C106.2A3013A3011A3016A30142A3112A3111A3121A312A6013A6023A60719E3-09E3-09E3-09A3-010A8-21A3-09A3-09A3-09A6-02A3-22A3-22A3-09A6-09A3-0107C103ECONWAY - OFFICE103CCONWAY - OFFICEMAINSERVICEPOINT101D107COFFICE - DEAN OFLIBRARIESEL101EL103EL102.1MATCHLINESEE A100-2MATCHLINESEE A100-2VAPOR BARRIER TO LINE SC SECURE STACKS PERIMETER7A4-27A4-2A8113A4072A802KA8148576A81210A8129A815412A812312A81114121113A8124567A8128A815326.5F.9108BGROUP STUDYA5221SIMA52236A90312A90318A90311A9035A9031A406A8134312J.5A.5108B109AJANITORM/GNTOILETROOMT103101FFIRE ALARM102BSTOR102B102A102AAV CL.106CSC OFFICE106BSC OFFICESCDIGITIZATION106A105106B106C108G108GSTORAGE/AV109AT103104A104B104AOFFICE104BGROUP STUDY105BSC SECURE HALL107A107D107B108E108EOFFICESHAREDOFFICE108C107BOFFICE107AOFFICE103BCONWAY - OFFICE103FCONWAY - OFFICE103DSTOR103D106A109.2 EX105BA814324108.2103.2S104SHAFTS103SHAFTS107SHAFTS101SHAFTS102SHAFTS105SHAFTS106SHAFT100W1D3-01D3-01D3-01D3-02A3-22A3-01A3-01D3-07A6-29A3-09A6-09A6-09A6-01A3-02A3-02A3-02A3-09A3-09A6-08A0-09A3-07A4-29A3-02A3-27A4-27A4-22A6-21A3-09A3-09A3-09A3-01D3-01D3-01A6-09A3-09A3-01D3-09A3-09A3-01D3-01D3-01D3-01D3-01D3-01D3-01D3-01D3-09A3-09A3-07A4-29A3-01D3-09A3-09A3-09A3-09A3-01A3-09A3-0108C.2108D1D3-09A3-07A4-27A4-29A3-09A3-09A3-01D3-09A3-01A3-01A6-01A6-09A3-09A3-0ST102A81110A55212A5536A5529103GAV CL.103GA60621101E101EPHONE108KPHONE105A105AVEST.188' - 0"110A91128108KA8111A8112A81154A8116789A8141A8155678103A103F103B103E103CFECFEC101HCAFE SEATINGBANQUETTESFECSTAIR 7188' - 0"STAIR 8JEWEL BOX ABOVEOPEN TO ABOVEOPEN TO ABOVE2A3102A310A3012A55213192' - 2"9A3-0192' - 2"9A3-09A3-0DNDN192' - 2"A55214A55215A55216100V EX102 EX108J108HA5222NTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 7:04:53 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_SJulianus.rvt4786.000A101-1LEVEL 1 PLAN - SOUTHSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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.NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #2
121110987632DHJA3015454A4043A4041A4036A4031A404A3018G1.7D.3C.9D.8FE.7CBE.3E.61A3121A3121A3101A310110AREADING ROOMEXTENT OF BURIED BUILDING BELOWCOURTYARD BELOWSEE A101-1 MATCH LINEA8021KD.7E.12A5711A4062.7J.52.5108 EXSKYLIGHT SKYLIGHT 4A404SIMA55361A8111A81154GENERAL NOTESNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 4:40:58 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A101-2LEVEL 1 PLAN - NORTHSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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.NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #2
UPUPDNCFDGENERAL NOTES23212019181716151413121110982827252422ADHJAD30127A601A3002A3001A3015A30124A4053A403208NC HUB - ACADEMICSUCCESS1A403OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOW1A405208BCAVERNO204SC EXHIBIT205SC SECURE STACKS201BELEC201ATELECOM201FFIRE ALARMPREACTION201C2A4054A4036A4031A4043A4021A4023A4015A4012A4013A3123A312W-4OPEN TO BELOWOPEN TO BELOW206SC - TECHNOLOGYWORKROOMGD.3C.924.328.4D.8FE.713.68A6011A3111A3112A3122A312AD8001234AD800674A607BE.317.815.813.9E.625.520.521.219.215.717.5210ASTORAGE206DSC OFFICEST201STAIR 1EL201ELEVATOR 1EL203ELEVATOR 3ST202STAIR 2A6014208A208201C206.1206D206.2201B201A201F210AEL202EL203EL201A3013A3011A3016A30142A3112A3111A3121A3121A3101A310AD800155148OPEN TO BELOWA6024210.2210.1ADD ALT10A8-21A3-09A3-09E3-09E3-09E3-09E3-02A3-27A4-29A6-09A3-09A3-02A3-29A6-0ST202VAPOR BARRIER TO LINE SC SECURE STACKS PERIMETEREL202ELEVATOR 2A4073A9202A802A831678A8315234A8148576A812A8211A812A81512A812312A81114121113A8124567A8212A8213A821425.7E.125.324.5208AREFLECTION ROOM209SEMINAR ROOM9A9601A4151A415A70331A406A9205A9204A.5209ASTORAGEGNTOILETROOMT201205BSC SECURE HALL207HALL201HALLT201209A204.1204.2205206B206C206ASC SHARED OFFICE206BSC OFFICE206CSC OFFICE209.1208B206A205BS203SHAFTS204SHAFTS207SHAFTS202SHAFTS201SHAFTS205SHAFTS206SHAFT5' - 0"209.22A3-02A3-29A3-09A3-09A3-09A3-01' - 6"3' - 6"1A3-09A3-01D3-09A3-01A3-01A3-09A3-09A3-09A3-01D3-07' - 4"9A3-09A3-01D3-09A3-09A3-09A3-09A3-02A3-02A3-02A3-09A3-09A3-01A3-09A3-09A3-09A3-07A4-210A8-27A4-226.6A5514A5501A5511A5513A55212A55211A5529A55210208CPHONE208C205A205AVEST8 1/8"A8114A5503A5504A82265A8221A822234A8225A822789107A4-2201GELEC201G7A6088A6083' - 10"A552132A3102A310LINE OF EXTERIOR WALL BELOWLINE OF EXTERIOR WALL BELOWA55214A55215A552161' - 4"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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 4:41:47 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A102LEVEL 2 PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL 2 PLAN1NO. DATE DESCRIPTION
DNDNUPUPDNDNCFDFD2321201918171615141312111098282726252422ADHJAD3012AD30112A3102A310A3002A3001A3015A30124A4053A403309EOFFICE - 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/GNT302GD.3C.924.328.4D.8FE.713.61A3111A3112A3122A312AD3023A6015A6025211' - 8"BE.317.815.813.9E.625.520.521.219.215.717.5309FSTAFF ROOM309GSTORAGE310ASTORAGE310OPEN READINGROOM301A301B306.2EL303EL301304A301C307C307D306.1307.1308309C309T301T302310.1301F310B310AEL302301G310.2302ST301STAIR 1EL301ELEVATOR 1EL303ELEVATOR 3ST302STAIR 2A3013A3011A3016A30142A3112A3111A3121A312302COLLOCOTTREADING RMA6091A6082A70079A3-09A3-09A3-02A3-22A3-29A3-010A8-21A3-09E3-09E3-09E3-09E3-02A3-02A3-29A3-0304.1ST302VAPOR BARRIER TO LINE SC SECURE STACKS PERIMETEREL302ELEVATOR 2A4074A832546A8323A83110A8321A833312A802A8319678A8315234A5215SIMA812A812A833426.527.127.325.7E.125.324.51A4151A415A70341A406A.5221' - 8"304AEXHIBIT PREP305307A309A309DISCOVERY &ACCESSA8328309G309JPHONE (ADA)301DPHONE301E303.15' - 1 3/4"A8336305B307B309E310C7305BSC SECURE HALLS307SHAFTS303SHAFTS304SHAFTS305SHAFTS306SHAFTS302SHAFTS301SHAFT309F2A3-02A3-09A3-09A3-09A3-09A3-09A3-09A3-09A3-07A4-22A3-01A3-01D6-01D3-01D6-01D3-09A3-09D3-09A3-01D3-07A4-21D3-01D3-09A3-09A3-01D3-01D3-01D3-01D3-09A3-09A3-09A3-01A3-01D3-09A3-02A3-02A3-01A3-02A3-02A3-09A3-02A3-09A3-09A3-09A3-09A3-09A3-01D3-01D3-01D3-09A3-01A3-010A8-21E3-06' - 2"9A3-09A3-09A3-04' - 9"26.6A5514A5501A5511A5513A55212A55211A5529A55210A8311A8329A83210A8332A8335A83212A8321178A83391110309D301D309J305A305AVEST307ASC SMALL GROUPROOMA5503A55049A3-0MONITOR MOUNTED AT NON-STRUCTURAL 4X4 HSS POST213' - 4"212' - 6"213' - 4"212' - 6"212' - 6"301H301HELECAV CABINET303.2301MAIN HALLA55213STAIR 9STAIR 11STAIR 10211' - 8"A6083A6084214' - 2"A55214A55215A55216GENERAL NOTESNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 4:42:35 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A103LEVEL 3 PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL 3 PLAN1NO. DATE DESCRIPTION
DNDNDNFDFDGENERAL NOTES232120191817161514131211109829282726252422ADHJAD30122A3102A310A3002A3001A30154A4053A4031A403405EXTERIOR TERRACE401ROOFTOP READINGROOM1A4052A4054A4036A4031A4043A4021A4023A4015A4012A4013A3123A312ADD ALTOPEN TO BELOWGD.3C.924.328.4D.8FE.713.68A6014A5306A5301A3111A3112A3122A3127A6028A602ALIGN228' - 3"403CATERING PREP402MECHANICAL ROOMA5214A5212228' - 3"224' - 8"224' - 8"228' - 3"BE.317.89' - 3 5/8"1' - 8"8' - 2"5' - 2 1/8"6' - 0 3/4"10' - 6 1/4"6' - 5 1/8"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' - 9 3/8"5' - 9"11' - 8"5' - 9"13' - 9 3/4"10' - 9 7/8"10' - 7"4' - 9"4' - 9 7/8"14' - 2 1/8"13' - 8"18' - 1 3/8"15.813.9E.62' - 6 1/8"3' - 6 5/8"25.520.521.219.215.717.5A6026402.1EL403ST401EL402ST402STAIR 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 26A5727A530A4075A8413412A8026A5714A571A812A8125A57026.527.127.325.725.3402BTELECOM402CELEC401AFIRE ALARM1A4151A4151A406J.5A.5402C402B401.1 EX401.2 EX403406407406WOMEN407MENST402401A402.2A83362A6-09A3-07A4-213A6-27A4-29D3-02A3-01A3-02A3-09A3-02A3-213A6-213A6-226.6A5534A5535A5533A5527A5525A5528A7014523A55268A83391043' - 2 3/4"43' - 2 3/4"30' - 10 5/8"28' - 7 1/4"33' - 3 1/2"35' - 6 3/4"EQEQ39' - 11 1/2"39' - 11 1/2"12A6082' - 3"401BAV CLOSET6' - 3"401BA553211A608A5531SIM5A572A52246A570A6089A60810STAIR 12STAIR 136' - 1"3' - 6 5/8"A30126A572A5218SIM1A570SIM5A571401.3 EXNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 4:42:46 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A104LEVEL 4 PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL 4 PLAN1NO. DATE DESCRIPTION
DWCCCC232120191817161514131211109829282726252422ADHJA3002A3001A30154A4053A4031A4032A4054A4036A4031A4043A4023A4015A4012A4013A3123A312ROOF POP-UP(ROOF TYPE R1)GD.328.4FE.713.64A5306A530CBE.313.9A3004A3005A30033A4052A3112A3111A3121A312ROOF 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, TYPFLASHING1A406J.5A.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 MECHRDVENTVENTRDAHU LOCATIONA1052RDRDRDRDRDRDRD2A570TYP2A570TYPRDRDRDRDRDODRDODRDODODRD3A533RARARARARAROOF 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 PLUMBING2120191817164A405G17.815.820.521.219.217.57' - 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 MECHNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 4:43:28 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A105ROOF PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"ROOF PLAN1SCALE 1/4" = 1'-0"ENLARGED PLAN - MECHANICAL DOGHOUSE2NO. DATE DESCRIPTION
23282726252422DHJG28.4D.8EFE.7BE.325.521.226.5PERIMETER 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 28' - 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"1' - 9 1/8"3' - 4 3/8"4 1/4"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"1' - 7 5/8"3' - 6 3/8"3' - 1 1/2"1' - 1 7/8"3 7/8"6 3/8"1 3/8"1' - 0 1/8"1' - 0"2' - 5 1/2"2' - 9 5/8"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"4 4 ' - 7 7 /8 "27' - 1 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 PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:11:31 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A110BUILDING GEOMETRY PLAN -SOUTH JEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/4" = 1'-0"BUILDING GEOMETRY PLAN - SOUTH JEWEL BOX11NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #2
2329282726252422ADA.5F.9J.524.526.6D.7E.1F.124.328.4FC3025.521.2L03MAIN ELECTRICALROOMST L04STAIR 4EL L04ELEVATOR 4L06ELEVATOR CONTROLROOML05EMERGENCYELECTRICALLIMIT OF ARCH SCOPE26.527.127.325.725.3F.926.6P-XL01LOWER LOBBYL01CBLDG STORAGEL02MECHANICALL01AELECL01BELECL000PEDESTRIANTUNNELLIMIT OF ARCH SCOPEFINISH 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:49:30 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000AI10LLLOWER LEVEL FINISH PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL LL FINISH PLAN1NO. DATE DESCRIPTION
16151413121110982DHJGD.8FE.713.6BE.3OPEN TO BELOW2.5F.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 9 2 ' - 1 1 "
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' - 2 7/8"1' - 7 3/8"5' - 8 1/8"2' - 3 1/8"4' - 6 1/8"4' - 4 1/2"5 5/8"4' - 2 1/8"2' - 2 3/8"1' - 11 1/2"2 1/4"5' - 11 5/8"1' - 10 1/8"2' - 8 5/8"1' - 0 1/2"7 7/8"3' - 1 3/4"9 1/4"5' - 0 5/8"2' - 10 7/8"4 1/8"2' - 0 1/2"4' - 7 3/8"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' - 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 "
2 7 ' - 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 "
2 1 ' - 7 3 /4 "12' - 5 5/8"13' - 7 7/8"28' - 4 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 10013 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:11:48 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A111BUILDING GEOMETRY PLAN -NORTH JEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/4" = 1'-0"BUILDING GEOMETRY PLAN - NORTH JEWEL BOX11NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #2
2321282726252422DHJG28.4D.8EFE.7BE.325.521.226.59' - 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 1 0 6 ' - 4 "R 22' - 6"R 29' - 10"R 64' - 3"R 27' - 6"R 9 9 ' - 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"8 1/2"6 5/8"4' - 5 1/8"4' - 8 1/4"7 1/2"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"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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:11:55 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A120ROOF GEOMETRY PLAN -SOUTH JEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/4" = 1'-0"ROOF GEOMETRY PLAN - SOUTH JEWEL BOX11NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #2
161514131211109876DHJ5GD.3D.8EFE.713.6BE.315.813.915.7OPEN TO BELOWR 28' - 2"R 8 9 ' - 6 "R 18' - 0"R 115' - 8"R 24' - 0"R 8 6 ' - 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"1' - 11 3/4"1' - 8 7/8"6' - 0 5/8"2' - 1"5' - 10"1' - 7 1/2"10' - 7 3/4"4' - 7 3/8"8' - 1 1/8"8 1/2"5 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:12:10 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A121ROOF GEOMETRY PLAN -NORTH JEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/4" = 1'-0"ROOF GEOMETRY PLAN - NORTH JEWEL BOX11NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #2
CCC232120191817161514131211109829282726252422AD.9HJE.5D.4GD.3C.924.328.4D.8FE.713.6CD.1BE.317.815.813.9E.625.520.521.219.215.717.5G.6GWB12' - 1"ACT-112' - 1"GWB12' - 0"--EXPGWB12' - 0"GWB9' - 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"--EXPGWB12' - 0"ACT-112' - 1"WD10' - 0"WD8' - 0"WD8' - 0"GWB12' - 0"GWB9' - 0"GWB9' - 0"GWB12' - 1"GWB10' - 5"ACT-19' - 6"ACT-310' - 0"GWB9' - 6"MATCHLINESEE A200 G1MATCHLINESEE A200 G1CEILING PLANE IN WEST PAVILION TO ALIGN WITH WINDOW OPENINGSK26.527.127.325.725.324.5TATA-5TA-5TA-5TA-5TA-5TFTFTFTA TATFTFTFTB TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB TBTB TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB TBTBTB TB-1 TB-1 TB-1 TB-1TB-1 TB-1TAH TAH TAHTATB-1TB-1TB-1TB-1TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB TBTB TB TBTA-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-1TLTXTX TXTA-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-3TATGTUTUTUTUTUTA-3TA-3TA-3TA-3TA-3GWB8' - 0"GWB8' - 0"GWB8' - 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-3TGTGTGTQTQTQTQTQTQTQTQTQ TQTQTQTQ TQTB-1GWB9' - 0"GWB10' - 0"TATWD8' - 0"TA-3JANITOR012GSHAFTS004SHAFTS003SHAFTS009CORR006OFFICE009HOFFICE009JOFFICE009KOFFICE009LGWB9' - 6"TA-6TXTXTXTXTXTXTXTQ-1TQ-1TUTUTU TUTA TATUTATQTA-6TA-6TATATATATATATATATATA-3 TA-3 TA-3TA-3TA-3 TA-3 TA-3TA-3 TA-3TA-3TA-3TA-3TATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATAACT-112' - 6"GWB12' - 6"TA-5TA-5TA-5TA-5 TA-5TA-5 TA-5TATATATATATX-1TX-1TX-1TQTA-6TATTATTATTATTATTATTATTA-3 TA-3 TA-3TA-3TA-3TA-3TA-3TA-3TA-3TAFTAFTAFTAFTAFTAFTAFTA-3 TA-326.6A7022A7021FUTURE PIPE GRID - PROVIDE MOUNTING POINTS ANCHORED TO SLAB. COORD FINAL LAYOUT WITH OWNERTATA-3TA-3TA-3GWB10' - 0"GWB10' - 0"TATATATAEQEQV-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1 V-1V-1 V-1V-2V-2V-2003AELEVATOR CONTROLTA-5TA-5TA-6TPTPV-1TA-5 TA-5TLTLTP TP TP TP TP TPTPTPTPTPV-1TU TUGWB9' - 0"TA-3 TA-3APAPGWB12' - 4"TKTKTKTKTKGWB9' - 11 7/8"5A930TYPGWB12' - 1"010BPHONE001EPHONE4A930TYP5A930TYPWOOD SLAT WALL, TYP.WHISPER BOOTH - LTG BY MANUF. COORDINATE FINAL REQ. W/ OWNER4' - 4 7/8"FULL TILEFINISH AT BASE OF STAIRDROP DOWN GATEGWB12' - 1"GWB12' - 1"ALIGNWOOD SLAT WALLALIGN7' - 9"ALIGNGWB12' - 4"GWB12' - 4"GWB12' - 4"GWB12' - 4"GWB12' - 4"GWB12' - 4"WD10' - 0"V-11' - 10 1/2"10' - 3"GWB10' - 0"WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1ACT-19' - 6"TA TATATARCP 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-12 x 6 CONCEALED SPLINEGENERAL NOTES AND LEGEND APPLIES TO ALL A200 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.ACT-22 x 2 LAY-INACT-3GWBEXP - NO CEILING - PAINT ALL EXPOSED ELEMENTSREFER 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.WDTYP. DOWNLIGHT.TYP. LINEAR FIXTURE.TYP. 2" LINEAR DIFFUSER, SEE MEP.TYP. SQUARE DIFFUSER, SEE MEP.ROLLER SHADE, SINGLEROLLER SHADE, DUALROLLER SHADE, DUAL MOTORIZEDNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:12:34 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A200 G1LEVEL G REFLECTEDCEILING PLAN - SOUTHSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL G REFLECTED CEILING PLAN - SOUTH1NO. DATE DESCRIPTION
C121110987632- 1D.9F.3HJ4E.55D.4G1.7D.3C.9D.8FE.7CD.1BE.3G.6ACT-19' - 6"OPEN TO ABOVEGENERALCOLLECTIONS015DIGITALMEDIAHUB012OPENREADING015A012AMEDIA PRODUCTIONSTUDIO (SELFSERVE)ACT-19' - 6"ACT-19' - 6"ACT-310' - 0"MATCHLINESEE A200 G1MATCHLINESEE A200 G11KD.7E.1TB TB TB TB TB TB TB TB TB TB TB TB TBTB TBTA-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-1TLTXTX TXTXTB TB TB TB TB TB TB TB TB TB TBTB TB TB TB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTA-4TA-4TA-4TA-4TA-4TA-4TA-4TA-4TLTXTX TXTX TXTXTXTXTXTXTXTXTXTXTUTUTU2.7J.52.5013SUNKENCOURTYARD014MECHANICALACT-310' - 0"GWB10' - 0"GWB10' - 0"GWB9' - 6"TQTQTQTQTQTQTQTQTQTQTXTXTXTQ-1TQ-1TU TUTBTBTAHTAHTAHTAHTAHTAHTAHTAHTAHTAHTAHTAHTAHTAHTAHTAHTAHTAH TAH TAH TAH TAHTAH TAH TAH TAHTATTATTA-3TA-3V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1V-1TLTLTLTLTUTU TU TU TU TU TU TU TU TU TUTUTUTUTUTUTUTUGWB9' - 11 7/8"5A930TYPWHISPER BOOTH - LTG BY MANUF. COORDINATE FINAL REQ. W/ OWNER4' - 4 7/8"FULL TILEFINISH AT BASE OF STAIR1' - 10 1/2"10' - 3"WOOD SLAT WALL, TYP.10' - 1 1/2"2' - 0"ACT-19' - 6"SKYLIGHT ABOVEGWB10' - 0"ACT-19' - 6"WT-1WT-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-12 x 6 CONCEALED SPLINEGENERAL NOTES AND LEGEND APPLIES TO ALL A200 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.ACT-22 x 2 LAY-INACT-3GWBEXP - NO CEILING - PAINT ALL EXPOSED ELEMENTSREFER 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.WDTYP. DOWNLIGHT.TYP. LINEAR FIXTURE.TYP. 2" LINEAR DIFFUSER, SEE MEP.TYP. SQUARE DIFFUSER, SEE MEP.ROLLER SHADE, SINGLEROLLER SHADE, DUALROLLER SHADE, DUAL MOTORIZEDNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:12:44 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A200 G2LEVEL G REFLECTEDCEILING PLAN - NORTHSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL G REFLECTED CEILING PLAN - NORTH1NO. DATE DESCRIPTION
CC232120191817161514131211109829282726252422AHJGD.3C.924.328.4D.8FE.713.6GWB9' - 0"ACT-19' - 0"ACT-19' - 0"ACT-19' - 0"ACT-19' - 0"GWB8' - 0"GWB9' - 0"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.625.520.521.219.215.717.5G.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 ACTION110AREADING ROOMEL102ELEVATOR 2106SC - COLLECTIONSWORKROOM106DSC OFFICE111EXIT PASSAGEWAYST103STAIR 3ST102STAIR 2ST101STAIR 1EL101ELEVATOR 1EL103ELEVATOR 3107COFFICE - DEAN OFLIBRARIES103CCONWAY - OFFICE103ECONWAY - OFFICEACT-19' - 0"GWB15' - 0"GWB15' - 0"GWB15' - 0"ACT-18' - 8"WD9' - 0"ACT-213' - 0"ACT-19' - 0"26.527.127.325.725.324.5--EXP9A960TA-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-3TB TB TB TB TB TB TB TB TB TB TB TB TBTB TB TB TB TBTB TB TB TB TB TB TB TBTAHTAH 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 TATATATATATG TGTB-1TB-1TB-1TAETAETAEA.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-19' - 0"--EXP--EXP--EXPTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTB-1TB-1 TB-1TB-1TB-1TB-1--EXP--EXPWD8' - 0"TA-6TA-6WD9' - 0"TATAWD8' - 0"WD9' - 0"ACT-18' - 8"TA-6TATATATQ108GSTORAGE/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 OFLIBRARIES107BOFFICE107AOFFICE108CSHARED OFFICE108BGROUP 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-3TFTFTFTFTFTFTFTGTGTA-6TA TATATA TATA TA TA TATATATA-6TDTD TD TD TD TD TDTQTQTQTQTQTQTA-5TA-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 TA26.65' - 2 1/2"TA-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-6 TA-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"NEED DETAIL HERE @ SPRINKLERSGWB7' - 6"GWB7' - 6"GWB7' - 6"GWB7' - 6"CGWB6' - 4"TA-4 TA-4 TA-4 TA-4GWB13' - 0"GWB13' - 0"TPTLTLTP TP TP TP TP TPTPTPTPTPTPTPTPAPAPTADTPTP TP TP TPTP TP TP TPGWB9' - 4"TKTKTK101DMAIN SERVICE POINT109AJANITOR102BSTOR102AAV CL.106CSC OFFICE106BSC OFFICE106ASC DIGITIZATIONS103SHAFTS104SHAFTS107SHAFT105BSC SECURE HALL103DSTORS101SHAFTS102SHAFTS105SHAFTS106SHAFT103GAV CL.101EPHONE108KPHONE105AVEST.101GLOCKERSGWB9' - 0"GWB9' - 0"SLOPED WALL BEYONDGWB8' - 0"3' - 11 3/8"GWB8' - 0"FUTURE PIPEGRID - PROVIDE MOUNTING POINTS ANCHORED TO SLAB. COORD. FINAL LAYOUT WITH OWNERGWB9' - 4"GWB9' - 4"GWB9' - 4"GWB9' - 4"GWB9' - 4"GWB9' - 4"GWB9' - 4"GWB9' - 4"GWB9' - 4"--EXPALIGNGWB9' - 4"GWB7' - 6"GWB7' - 6"WT-1WT-1WS-3WS-3WT-1WT-1WT-1WT-1WS-3WS-3WS-3WT-1WS-3WS-3WS-3BLACKOUT CURTAIN TRACKAPAPAPAPGWB8' - 8"WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WS-3RCP 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-12 x 6 CONCEALED SPLINEGENERAL NOTES AND LEGEND APPLIES TO ALL A200 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.ACT-22 x 2 LAY-INACT-3GWBEXP - NO CEILING - PAINT ALL EXPOSED ELEMENTSREFER 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.WDTYP. DOWNLIGHT.TYP. LINEAR FIXTURE.TYP. 2" LINEAR DIFFUSER, SEE MEP.TYP. SQUARE DIFFUSER, SEE MEP.ROLLER SHADE, SINGLEROLLER SHADE, DUALROLLER SHADE, DUAL MOTORIZEDNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:13:03 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A201LEVEL 1 REFLECTEDCEILING PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL 1 REFLECTED CEILING PLAN1TLTLTLTLNO. DATE DESCRIPTION
C232120191817161514131211109829282726252422AHJGD.3C.924.328.4D.8FE.713.6GWB8' - 0"GWB8' - 0"GWB8' - 0"OPEN TO ABOVEOPEN TO ABOVEOPEN TO BELOWCBE.317.815.813.9E.625.520.521.219.215.717.5G.6205SC SECURE STACKS204SC EXHIBIT201ATELECOM201BELEC201FFIRE ALARM201CPRE ACTION206SC - TECHNOLOGYWORKROOM206DSC 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 TATATFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTATXTX TX TX TXTGTGTGTGTQTQTQTQTQTQTATA TA TATATA TA TA TATA-6TA-6 TA-6TA-6TAH TAHTB TB TB TB TB TB TB TB TB TB TB TB TBTB TB TB TB TB TB TB TB TB TB TB TB TBTXGWB8' - 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"TABTABTAB17' - 3"209SEMINAR 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-3TGTGTATAH TAHTPTPTPTA-3 TA-3TA-3 TA-3TATA26.6TA-3TA-3TA-3TA TA TAGWB8' - 0"TATPTATATAV-1V-1V-2V-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-1APAPAPAPGWB8' - 8"WT-1WT-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-12 x 6 CONCEALED SPLINEGENERAL NOTES AND LEGEND APPLIES TO ALL A200 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.ACT-22 x 2 LAY-INACT-3GWBEXP - NO CEILING - PAINT ALL EXPOSED ELEMENTSREFER 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.WDTYP. DOWNLIGHT.TYP. LINEAR FIXTURE.TYP. 2" LINEAR DIFFUSER, SEE MEP.TYP. SQUARE DIFFUSER, SEE MEP.ROLLER SHADE, SINGLEROLLER SHADE, DUALROLLER SHADE, DUAL MOTORIZEDNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:13:19 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A202LEVEL 2 REFLECTEDCEILING PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL 2 REFLECTED CEILING PLAN1NO. DATE DESCRIPTION
C232120191817161514131211109829282726252422ADD.9HJGD.3C.924.328.4D.8FE.713.6ACT-19' - 0"ACT-19' - 0"ACT-19' - 0"GWB9' - 0"GWB9' - 6"GWB9' - 6"GWB9' - 6"GWB9' - 6"GWB9' - 0"--EXP--EXP--EXPGWB8' - 0"GWB10' - 0"OPEN TO ABOVECGWB9' - 6"GWB7' - 7"BE.317.815.813.9E.625.520.521.219.215.717.5309FSTAFF 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 2--EXPACT-110' - 0"GWB8' - 0"--EXPGWB8' - 0"GWB8' - 0"ACT-19' - 0"ACT-19' - 0"WD9' - 0"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. 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-3TMTMTMTMTQTATQTATATATPTA-6TA-6TA-6TSTSTX-1TX-1TX-1TX-1TX-1 TX-1TX-1 TX-1TX-1TX-1TFTPTPTA TA TA TATATATATATA TA TA TATATATATATATATATATQTQTQTQTQTQTQTFTFTFTFTFTFTFTFTA TATATATMTA TATATATMTATATATATMTMTATATA TATAHTAHTBTBTBTBTB TB TBTB TB TBTBTBTBTB TB TBTB TBTGTGTGTGTXTB-1TB-1TB-1TBTBTB-1TBTBTB-1TB-1TB-1TB-1TETETETETETX-1J.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"--EXP--EXPACT-110' - 0"TA-3TA-3 TA-3 TA-3 TA-3TA-3 TA-3 TA-3TA-3TX-1TX-1TX-1TX-1TX-1TA-3TA-3TA-6TPTAH TAHTF TF TF TFTF TF TF TFTATATA TATA TA TA TATATATATATATATATATATATATATATATATATA TATATATATATATA TATA TATA TATATATATATATATATATUTXTUTXTUTXTUTQTQTQTQTQTQTATFTFTFTFTFTFTFTFTFTFTFTFTATATATFTFTFTFTFTFTFTFTFTFTMTQTQTQTQ TQTG TGTX-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 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-1 V-1V-2V-2GWB9' - 0"TK TKTKGWB9' - 0"GWB9' - 0"GWB9' - 0"ALIGNALIGNALIGNGWB9' - 0"GWB7' - 6"GWB7' - 6"ALIGNALIGNALIGNALIGNGWB9' - 4"GWB9' - 4"GWB9' - 4"GWB9' - 4"GWB9' - 4"GWB9' - 4"GWB9' - 10"GWB9' - 10"GWB9' - 10"TAHAPAPAPAPWT-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-1WT-1WT-1GWB7' - 6"GWB7' - 6"1' - 6"1' - 6"WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1WT-1 WT-1 WT-1 WT-1 WT-1 WT-1 WT-1 WT-1 WT-1 WT-1 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-1 WT-1WT-1WT-3WT-3WT-3WT-3WT-3WT-3WT-3WT-3WT-3RCP 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-12 x 6 CONCEALED SPLINEGENERAL NOTES AND LEGEND APPLIES TO ALL A200 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.ACT-22 x 2 LAY-INACT-3GWBEXP - NO CEILING - PAINT ALL EXPOSED ELEMENTSREFER 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.WDTYP. DOWNLIGHT.TYP. LINEAR FIXTURE.TYP. 2" LINEAR DIFFUSER, SEE MEP.TYP. SQUARE DIFFUSER, SEE MEP.ROLLER SHADE, SINGLEROLLER SHADE, DUALROLLER SHADE, DUAL MOTORIZEDNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:13:43 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A203LEVEL 3 REFLECTEDCEILING PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL 3 REFLECTED CEILING PLAN1WT1WT2WT3NO. DATE DESCRIPTION
C232120191817161522ADHJGD.8FE.7OPEN TO ABOVEACT-19' - 0"ACT-18' - 6"CACT-310' - 0"ACT-18' - 6"GWB8' - 0"BE.317.815.813.9E.620.521.219.215.717.5ROOFTOPREADINGROOM401TELECOM402BCATERINGPREP403MECHANICALROOM402STAIR 2ST402STAIR 1ST401ELEVATOR3EL403TA-6TA-6TA-6TA-6TQ-2TQ-2TQ-2TQ-2TQ-2TZ TZTA TATATATATQ-1TMTMGWB8' - 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-1TTTTTTTADTADTADTADTADTADTADTADTADTADTADTADTADTADTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTV-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-2TKTKTKGWB8' - 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.V-1 V-1V-1V-1V-1 V-1GWB8' - 0"WT-3WS-3WT-3 WT-3 WT-3WT-3WT-3 WS-3WT-3WT-3RCP 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-12 x 6 CONCEALED SPLINEGENERAL NOTES AND LEGEND APPLIES TO ALL A200 SERIES DRAWINGS.REFER TO RELATED SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS.ACT-22 x 2 LAY-INACT-3GWBEXP - NO CEILING - PAINT ALL EXPOSED ELEMENTSREFER 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.WDTYP. DOWNLIGHT.TYP. LINEAR FIXTURE.TYP. 2" LINEAR DIFFUSER, SEE MEP.TYP. SQUARE DIFFUSER, SEE MEP.ROLLER SHADE, SINGLEROLLER SHADE, DUALROLLER SHADE, DUAL MOTORIZED1817FTTTTTTTADTADTADTADTADTADTADTADTADTADTADTADTADTADTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTNTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:13:54 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A204LEVEL 4 REFLECTEDCEILING PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL 4 REFLECTED CEILING PLAN1SCALE 1/4" = 1'-0"LEVEL 4 REFLECTED CEILING PLAN - AT OCULUS2NO. DATE DESCRIPTION
LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"LEVEL G175' - 11"LEVEL LL160' - 0"23212019181716151413121110987292827262524224A4053A4034A4041A4033A402A40112A401A4032LEVEL LL LANDING162' - 6"PORTION OF EXISTING FOUNDATION WALL TO BE EXPOSED - INFILL AND PATCH WHERE REQUIRED - BOWIE TO REMAINW2aW3W3W7W2aW2aW2aW2aW2aW2aW2aW2aW2aCW-03M, TYP OF 7SLATE 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"26.6A5612W2a?W2aLOUVERSCJ CJCJCJABBABBAT.O. STL AT 3" DECK241' - 8 1/2"T.O. STL AT 3" DECK241' - 8 1/2"RESTORE & RELAMP EXISTING (SALVAGED) LIGHT FIXTURES, TYP OF 2RESTORE & PAINT EXISTING RAILINGABBBCW-03ACW-03M, TYP. OF 4 LEVEL 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"3A4042A4054A4036A4033A4015A401A4014A403513.6CW-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 REMAINNEW ALUM FRAMED WINDOWS - NO DIVIDED LITES AT WEST PAVILLIONORIGINAL 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 RAILS26.6INTAKE LOUVERS - 11' - 2" HIGH X 2' - 1" WIDE W/ BLANK-OFF PANEL(9' - 0" HIGH X 2' - 1" WIDE OPENING)1A5611228' - 6"ELEVATOR VENT - SEE MECHELEVATOR VENT, SEE MECHAHU, SEE MECHCJ CJCJ CJT.O. STL AT 3" DECK241' - 8 1/2"CW-03DCW-03BCW-01LEVEL 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"LEVEL 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 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:15:15 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A300BUILDING ELEVATIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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.NO. DATE DESCRIPTION1 02/09/18 PACKAGE 3 - ADDENDUM #2
LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"LEVEL G175' - 11"DJA4042GFBSEE 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-03HLEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"SOUTH ENTRY177' - 6"LEVEL G175' - 11"LEVEL LL160' - 0"ADJA4022SOUTH ENTRY 2179' - 0"GFCLEVEL 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-03KLEVEL 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"D.9F.3LEVEL G.5188' - 0"E.51A404D.4D.1SANDBLASTED PRECAST CONCRETE PANELSGLAZED ALUM CURTAIN WALL12' - 1"8' - 6"CW-03GVIF11' - 9 1/8"12' - 4"12' - 0"VIF10' - 8 7/8"ALIGN, TYPLEVEL 1192' - 2"LEVEL G175' - 11"87653A404SANDBLASTED PRECAST CONCRETE PANELS12' - 0"PANEL WIDTH12' - 0"12' - 0"12' - 0"VIF1' - 3 3/8"8' - 0"7' - 6"EQEQLOUVER, CENTER IN PRECAST PANEL2' - 5"VIF1' - 7 1/2"LEVEL 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.5T.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"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 2.8211' - 8"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" BEYONDKT.O. STL @ JB ROOF228' - 0"A5613T.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, TYPLEVEL 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 @ JB ROOF228' - 0"T.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 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:16:23 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A301BUILDING ELEVATIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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.NO. DATE DESCRIPTION
LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"T.O. STL AT 7 1/2" DECK241' - 4"LEVEL 2203' - 2"SOUTH ENTRY177' - 6"LEVEL G175' - 11"LEVEL LL160' - 0"2321201918171615131211109829282726252422LEVEL G.5188' - 0"3A3123A312SC -COLLECTIONSWORKROOMSC -TECHNOLOGYWORKROOMSPECIALCOLLECTIONSREADINGROOMSCMEETINGROOMSCSECURESTACKSSCSECURESTACKSSCSECURESTACKSSCSECURESTACKSCENTRALSERVICEPOINTSUPPORTMAINHALLMAINHALLROOFTOPREADINGROOMDIGITALMEDIAHUBOPENREADINGROOMSUNKENCOURTYARDSOUTH ENTRY 2179' - 0"17.83013.920.521.219.217.51A3121A312LEVEL LL LANDING162' - 6"9A960A5339T.O. STL AT 3" DECK241' - 8 1/2"A5102SIM1LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"LEVEL G175' - 11"121110987632- 1LEVEL G.5188' - 0"451.71A3121A312210READING ROOM013SUNKENCOURTYARD015AOPEN READING012DIGITAL MEDIA HUB015GENERALCOLLECTIONSSEE 2/A310310OPEN READINGROOM12.72.5T.O. STL @ JB ROOF228' - 0"A4041SIMT.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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/8" = 1'-0"2/28/2018 5:18:25 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A310BUILDING SECTIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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.NO. DATE DESCRIPTION1 02/28/18 PACKAGE 4
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"3A3123A31213.6402MECHANICAL ROOM302COLLOCOTTREADING RM102BROWSING ROOMCLASSROOM103CONWAY CENTER103ACONWAY - SHAREDOFFICE003SC SECURE STACKS303SPECIALCOLLECTIONSCLASSROOM100EAST ENTRYT.O. STL @ JB ROOF228' - 0"T.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"3A3123A31213.9405EXTERIOR TERRACE010OPEN COLLAB009STAFF WORKROOM108NC HUB - TLR ANDACADEMIC SUCCESS9A960T.O. STL @ JB ROOF228' - 0"T.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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/8" = 1'-0"2/28/2018 5:18:42 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A311BUILDING SECTIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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"GFE.71A3111A311CBE.31A3101A310015GENERALCOLLECTIONS012DIGITAL MEDIA HUB210READING ROOM210READING ROOMK5A570J.5A.53A571T.O. STL @ JB ROOF228' - 0"7A606LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"LEVEL G175' - 11"LEVEL LL160' - 0"ADJGFCB005SC SECURE STACKS007SOUTH ENTRY307CCONSULT307BSC MEETING ROOMK5A570E.1J.5A.53A571A5107OPPA5305OPPT.O. STL AT 3" DECK241' - 8 1/2"7A606LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"ADHJLEVEL 2.8211' - 8"LEVEL 4 MECH224' - 8"NC HUB- TLRANDACADEMICSUCCESSNC HUB-ACADEMICSUCCESSROOFTOPREADINGROOMMAINHALLMAINHALLEASTENTRYEASTVESTIBULECOLLOCOTTREADINGRMSCSECURESTACKSWESTVESTIBULEEXTERIORTERRACEGF1A3111A311CB2A3112A3111A3101A310K5A570E.1J.5A.5T.O. STL @ JB ROOF228' - 0"7A606THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/8" = 1'-0"2/28/2018 5:19:26 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A312BUILDING SECTIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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"SC -TECHNOLOGYWORKROOMSPECIALCOLLECTIONSENTRY11' - 0"11' - 0"16' - 3"SOUTH ENTRY 2179' - 0"ROOF TYPE R6EXTERIOR WALL TYPE W5CBEXTERIOR WALL TYPE W1PROVIDE GRATE OVER AREAWAY - SEE LANDSCAPEAREAWAYA5323A.58A5101A5702TYPLEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"SOUTH ENTRY177' - 6"LEVEL G175' - 11"28272625243A4022A401SOUTH ENTRY 2179' - 0"24.328.425.5ALUMINUM 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 FASCIA26.527.127.325.725.324.54' - 6"8"8"8"1' - 8"8"10"ALIGNBRICK SHELFBRICK SHELFVIF8' - 5 1/2"26.6CJCJOUTLINE OF EXISTING BUILDING6' - 9 1/2"5' - 1"10' - 5"12' - 0"PRECAST PANEL DIMENSIONS11' - 2 3/8"18' - 0"LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"F.3HJSCSTAFFWORKROOMSC -TECHNOLOGYWORKROOMSC -COLLECTIONSWORKROOMSOUTH ENTRY 2179' - 0"FEXTERIOR WALL TYPE W3CURVED GLAZED TIMBER CURTAINWALLROOF TYPE R6A5321A5324EXTERIOR WALL TYPE W1CEMENT PLASTEREXTERIOR SOFFITALUMINUM SUNSHADE LOUVERSA5322F.9T.O. STL @ JB ROOF228' - 0"EXTERIOR WALL TYPE W51' - 1" DEEP BRICK SHELF, SEE/1A401FINISH GRADE1A5315A5702TYPLEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"SOUTH ENTRY177' - 6"LEVEL G175' - 11"2928272625245A401SOUTH 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 ROOF4A5318"9A530BRICK SHELF8"26.6INTAKE LOUVERS - 11' - 2" HIGH X 2' - 1" WIDE W/ BLANK-OFF PANEL(9' - 0" HIGH X 2' - 1" WIDE OPENING)1CJCJLINE OF 1909 BUILDING9' - 2 3/4"5' - 6"PRECAST PANEL DIMENSIONS10' - 11 7/8"18' - 0"12' - 0"9' - 5 1/4"3' - 6"1' - 10"16' - 6"16' - 3"11' - 0"11' - 0"LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"11' - 0"11' - 0"16' - 3"SPECIALCOLLECTIONSENTRYSC -TECHNOLOGYWORKROOMSC -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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:20:05 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A401WALL SECTIONS &ENLARGED ELEVATIONS - SJEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 #2
LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"SOUTH ENTRY177' - 6"LEVEL G175' - 11"LEVEL LL160' - 0"2928SPECIALCOLLECTIONSREADINGROOMSC -TECHNOLOGYWORKROOMSC -COLLECTIONSWORKROOM28.4LEVEL 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' - 2"AT ELEVATOR PITA5545LEVEL 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"GD.3FCD.1BLEVEL 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 TRANSOM3A510D.7A.58A51010"10"8"CJCJPRECAST PANEL12' - 0" TYPLEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"HSCSTAFFWORKROOMSC -TECHNOLOGYWORKROOMSC -COLLECTIONSWORKROOMSOUTH ENTRY 2179' - 0"GEXTERIOR WALL TYPE W3EXTERIOR WALL TYPE W1ROOF TYPE R6ALUM. FRAMED WINDOWSA5702TYPMATERIAL 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:20:36 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A402WALL SECTIONS &ENLARGED ELEVATIONS - SJEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/4" = 1'-0"WALL SECTION @ S JEWEL BOX B1SCALE 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 NO. DATE DESCRIPTION
LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"141312111098T.O.S. LEVEL G.5EL. 187' - 5 3/4"LEVEL G.5188' - 0"3A4034A4041A403SOUTH ENTRY 2179' - 0"13.613.9ALUMINUM WINDOWS, TYP OF 7METAL 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"CJCJLEVEL 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"13.613.9GLAZED 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"CJCJLEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"LEVEL G.5188' - 0"OPENREADINGROOMREADINGROOMDIGITALMEDIAHUB11' - 0"15' - 2"12' - 1"C.9CURVED GLAZED TIMBER CURTAINWALLGLAZED ALUMINUM CURTAINWALLROOF TYPE R6A5107CBEXTERIOR WALL TYPE W1ALUMINUM SUNSHADE "LOUVERS"WALL TYPE W3A5337T.O. STL @ JB ROOF228' - 0"LEVEL 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 W1G.6T.O. STL @ JB ROOF228' - 0"LEVEL 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 R1A5723G.6ROOF 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:21:03 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A403WALL SECTIONS &ENLARGED ELEVATIONS - NJEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 NO. DATE DESCRIPTION
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"A5312SIMA5302SIMCJCJ8A6067A606LEVEL 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 REMAINA534119A532LEVEL 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 REMAIN9' - 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 PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:21:21 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A404WALL SECTIONS &ENLARGED ELEVATIONS - NJEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 NO. DATE DESCRIPTION1 02/28/18 PACKAGE 4
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 R213.9A5336T.O. STL @ JB ROOF228' - 0"A5335A5334T.O. STL AT 3" DECK241' - 8 1/2"LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL G175' - 11"ASOUTH ENTRY 2179' - 0"ROOF TYPE R4EXTERIOR WALL TYPE W4ROOF TYPE R2TYP. ALUMINUM CLAD WOODHUNG WINDOWS WITH HISTORIC TRIMT.O. STL AT 3" DECK241' - 8 1/2"LEVEL 1192' - 2"T.O. STL AT 7 1/2" DECK241' - 4"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 W61A3111A311A5333G.6KJ.5T.O. STL AT 3" DECK241' - 8 1/2"LEVEL 4228' - 3"LEVEL 4 MECH224' - 8"A5303CBROOF TYPE R6GLAZED ALUMINUMCURTAIN WALLPC PAVERS ON GARDEN ROOF SYSTEMA5703A.5T.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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:21:32 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A405WALL SECTIONS &ENLARGED ELEVATIONS -EXISTING BUILDINGSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 NO. DATE DESCRIPTION
LEVEL 3214' - 2"LEVEL 2203' - 2"LEVEL G175' - 11"15141312111098LEVEL G.5188' - 0"3A4044A4036A40313.613.91A3121A312A5705OPENREADINGROOMREADINGROOMSUNKENCOURTYARDDIGITALMEDIAHUB171' - 10"ROOF TYPE R6CURVED GLAZED TIMBERCURTAIN WALLWALL TYPE W1GLAZED ALUMINUM CURTAIN WALLCEMENT PLASTERSOFFITALUMINUM SUN SHADE "LOUVERS"A9601A9602A9603T.O. STL @ JB ROOF228' - 0"A9605SIMA6068THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:21:43 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A406SECTION THROUGH NORTHJEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/4" = 1'-0"NORTH JEWEL BOX SECTION1NO. DATE DESCRIPTION
18172A3102A310D.8F8A4079A407INTERIOR 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"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"TO F IN IS H FA C E O F M TL P A N E L A T LE V E L 120' - 7 1/2"18172A3102A310D.8F8A4079A4078' - 5 1/4"10' - 6 3/4"9' - 8"9' - 8"11' - 1 7/8"11' - 1 7/8"13' - 5 3/8"2' - 10 3/4"10 1/2"10 1/2"10 1/2"10 1/2"3 5 °55°49°49°2' - 8 3/4"ORIGIN POINTT O FIN IS H F A C E O F M T L 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"18172A3102A310D.8F8A4079A4079' - 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 FIN IS H FA C E O F M T L P A N E L A T LE V E L 221' - 6 1/8"TO FINISH FACE OF MTL PANEL AT LEVEL 224' - 5 5/8"18172A3102A310D.8F8A4079A407A961511' - 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"T O FIN IS H F A C E O F M T L P A N E L A T LE 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"49°49°8' - 9 1/8"FIXED ORIGIN POINT18172A3102A310D.8F8A4079A40713' - 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"TO FIN IS H F A 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.8F19' - 0"8A4079A407FIXED ORIGIN POINTA5539A55310A55311A55312LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"LEVEL G175' - 11"9A407A9612A9614DRAFT 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"A6043T.O. STL AT 3" DECK241' - 8 1/2"LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"LEVEL 2203' - 2"LEVEL G175' - 11"8A407A5722A5721A9613A96115A9613' - 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 CLERESTORYT.O. STL AT 3" DECK241' - 8 1/2"1817D.9FTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:23:18 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A407OCULUS ENLARGED PLANS& ELEVATIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 OCULUS7NO. DATE DESCRIPTION
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)EPDM ROOF MEMBRANE CURVED AND SEAMLESS APPEARANCE5/8" 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 CONTINUOUSGENERAL 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"2/28/2018 5:23:46 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A500TYP. EXTERIOR WALL ANDROOF TYPESSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 #2
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.7LEVEL 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" OCLEVEL 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. WATERPROOFINGLEVEL LL160' - 0"25.525.77"1/8" 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"2/28/2018 5:24:05 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A510WATERPROOFING DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 #2
23ALIGNALIGNCBWALL TYPE W4EXTERIORGLAZED ALUMINUM CURTAIN WALL CORNERW/ FRITTED GLAZING AND INSULATED METAL PANEL SHADOW BOX.GLAZED ALUM. CURTAINWALLALIGNEXIST. MASONRY WALLEXTRUDED SILICONE SHEETGLAZED INTO CURTAIN WALL23HGG.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.114EX 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 CLEARANCESEXT. SILICONE GLAZED INTO CW, TYP.GLAZED WOOD TIMBER CURTAINWALLWALL TYPE W1106SC - COLLECTIONSWORKROOMEXTERIORCONT. SEAL BTWN. CW AND AIR BARRIER2"G24.3WALL 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 AT JUNCTION WITH AREAWAYWALL TYPE W7, SIM.WATERSTOP TYP.LAP AIR BARRIER AND WP3" MIN. TYP.EXTERIOR1' - 0"1F.94GSUNKENCOURTYARD013OPENREADING015AOPENREADING015AGLAZED ALUM. CWD28.4D.1WALL TYPE W5GLAZED ALUM. CURTAINWALL007VSOUTH ENTRYVESTIBULEEXT. SILICONE SHEET GLAZED INTO CW, TYP.8"SPLIT MULLION FOR INTERIORGLAZING1' - 9"HF.9GG.6EXTERIORWALL TYPE W5GLAZED ALUM. CURTAINWALLF.91' - 9"GLAZE 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 INSULATIONALIGNGENERAL 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"2/28/2018 5:24:36 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A520EXTERIOR PLAN DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 #2
BEXTERIOR ROOF TERRACE401ROOFTOP READINGROOMWALL TYPE W5GLAZED ALUM. CURTAINWALLEXTRUDED SILICONE GLAZED INTO CURTAIN WALL, LAP AVB OVER6 1/2"ALIGN1' - 9"CEMENT PLASTER WALL FINISHB15.8401ROOFTOP READINGROOMEXTERIOR ROOF TERRACEGLAZED ALUM. CURTAINWALL14HF.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.23HGG.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 BOX24.3CBSILL BELOWCURVED INSULATED TIMBER CURTAINWALL CW-01CONNECT CW SYSTEMS TOGETHERINTUMESCENT FP STEEL COL.SEE STRUCT.GLAZE INTO GLAZING POCKET OF EACH CW EXTRUDED SILICONE SHEET ALUMINUM INSULATED GLAZED CURTAINWALL CW-02GENERAL 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 BELOW28CWALL TYPE W5, SIMWALL TYPE W5, SIMCONTINUOUS STORM-RESISTANT 5" ALUM. LOUVERS9"14 GA. ZINC COPPER PAN FLASHING BELOW W/ UPTURNED ANDS AND INTERIOR ATTACHMEN, SEALANT ON FASTENERS, AND HEMMED EDGEFIREPROOFED STRUCTURAL STEEL, SEE STRUCTURAL DWGSCONT. ALUM. ANGLES, ATTACH TO SHEATHING AND CFMF W/ NEOPRENE GASKETS 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, TYP ALL SIDES OF OPENINGSEALANTBLOCKING AS REQ'DEXTERIOR SHEATHING, TYPEXTERIOR SHEATHING, TYPALIGNSHAFT, COORD. W/ MEP DWGSDD.121.2ROOF 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 SEALANTTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"2/28/2018 5:24:54 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A521EXTERIOR PLAN DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 DESCRIPTION
10CBWALL TYPE W5GLAZED ALUM. CW AVB LAP W/ EXTRUDED SILICONEGLAZE INTO CWBACKER ROD & SEALANTFIRE PROOFED STEEL- SEE STRUCT. DWGS TYP.13CB9DC.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 & SEALANT1' - 0"CURVED INSULATED GLASSHF.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.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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"2/28/2018 5:25:05 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A522EXTERIOR PLAN DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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.5NO. DATE DESCRIPTION
LEVEL 1192' - 2"HF.9LEVEL 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 3"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.LEVEL 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.T.O.S. LEVEL G.5EL. 187' - 5 3/4"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"HF.9GCONTINUOUS 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.1LEVEL 1192' - 2"14T.O.S. LEVEL G.5EL. 187' - 5 3/4"EXISTING 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 BRACEWALLLEVEL 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 CWA2" 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"2/28/2018 5:25:23 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A530EXTERIOR SECTION DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 GRADEN 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 #2
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"HF.9LEVEL G.5188' - 0"GG.62SOUTH ENTRY177' - 6"LEVEL LL160' - 0"17' - 6"GRADEREINFORCED 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"SLOPEAREAWAYGENERAL 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"2/28/2018 5:25:35 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A531EXTERIOR SECTION DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 4
LEVEL 2203' - 2"CSOUTH 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 BLOCKSLEVEL 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"LEVEL 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 SEALANTLEVEL 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.2' - 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 & SEALANTTYPICAL 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"DT.O.S. LEVEL G.5EL. 187' - 5 3/4"A5302SIM1' - 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:26:00 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A532EXTERIOR SECTION DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 @ S JEWEL BOX D1SCALE 1 1/2" = 1'-0"WALL SECTION N JEWEL BOX @ SUNKEN COURTYARD - SOUTH -5SCALE 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. ROOM91NO. DATE DESCRIPTION1 02/28/18 PACKAGE 4
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 BELOWKLEVEL 1192' - 2"EXISTING MASONRY AND FOUNDATION WALLEPOXY CRACK REPAIR AS REQUIREDSECURE MEMBRANE TO METAL DECK ABOVEWALL TYPE W6 TYP.KLEVEL 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 W4LEVEL 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"A5603T.O.S. LEVEL G.5EL. 187' - 5 3/4"LEVEL G.5188' - 0"CBCONC SLAB OVERFOUND. RUN WP MEMBRANE& HI DENSITY INSULATION UNDERSILL IN BED OF BUTYL SEALANT LEVEL 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 TAPE1' - 0" MIN/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 LEVEL 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"A56011413.9A56031' - 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"2/28/2018 5:26:18 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A533EXTERIOR SECTION DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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"SECTION DETAIL @ EX. WALL 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 #2
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.3F.9GG.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.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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"2/28/2018 5:26:25 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A534EXTERIOR SECTION DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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.3NO. DATE DESCRIPTION
LEVEL 3214' - 2"LEVEL 2203' - 2"282726252428.4CW-013' - 8"7' - 2 1/2"11' - 0"6' - 10"1' - 2"1' - 4"9 1/4"3' - 3 1/4"10' - 7 1/2"1 1/2"1 1/2"CW-02SEE CURTAINWALL PLAN ON A550 FOR VERTICAL MULLION LOCATIONSNOTE: CURTAINWALL IS CURVED AND SEGMENTEDALIGN VERTICAL MULLION LINE WITH THROAT EDGE BELOW2A570TYP2A532SIM3A532SIM2827262524DHJGD.328.4D.8EFBE.3A812SJB-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. PANELSEQ-SJB-5EQ-SJB-5EQ-SJB-5EQ-SJB-6EQ-SJB-63 CURVED GLASS AND MTL. PANELS2 CURVED GLASS AND MTL. PANELSEQ-SJB-7EQ-SJB-7EQ-SJB -7 EQ -S J B-7
4 FLAT GLASS AND MTL. PANELS
E Q -S J B -8
E Q -S J 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 F L A T G L A S S A N D M T L . P A N E L S
2 F L A T G L A S S A N D M T L . P A N E L S 2 C U R V E D G LASS AN D M TL. PAN E LSEQ-SJB-12EQ-SJB-12EQ-SJB-12EQ-SJB-12EQ-SJB-125 CURVED GLASS AND MTL. PANELSEQ-SJB-13EQ-SJB-1382.83°4 1 .7 6 °75.24°EQ-SJB-1EQ-SJB-2EQ-SJB-13E Q -S J B -1 5 D EQ-SJB-15AEQ-SJB-15A2 CURVED MTL. PANELS3 CURVED MTL. PANELSEQ-SJB-15BEQ-SJB-15BEQ-SJ B -15 B 3 CURVED MTL. PANELSE Q -S J B -1 5 CEQ-S J B -1 5 CEQ-S J B -1 5 C2 C U R V E D M T L . P A N E L S 3 F L A T M T L . P A N E L S
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 -15D
A5504A5501EQ-SJB-1EQ-SJB-22 CURVED MTL. PANELS3 FLAT GLASS AND MTL. PANELS2 FLAT MTL. PANELS2 CURVED GLASS AND MTL. PANELSA5207SIMA52010SIMLEVEL 3214' - 2"LEVEL 2203' - 2"DGFCCW-019' - 0 1/2"11' - 0"6' - 10"10' - 7 1/2"3' - 3 1/4"5' - 4 1/2"1' - 2"1' - 4"9 1/4"SEE CURTAINWALL PLAN ON A550 FOR VERTICAL MULLION LOCATIONSNOTE: CURTAINWALL IS CURVED AND SEGMENTED1 1/2"1 1/2"2A570TYP2A532SIMLEVEL 3214' - 2"LEVEL 2203' - 2"2827262528.4CW-0111' - 0"10' - 7 1/2"9' - 0 1/2"1' - 2"1' - 4"9 1/4"3' - 3 1/4"5' - 4 1/2"SEE CURTAINWALL PLAN ON A550 FOR VERTICAL MULLION LOCATIONSNOTE: CURTAINWALL IS CURVED AND SEGMENTED1 1/2"1 1/2"2A570TYP2A532SIMNOTES:UNLESS OTHERWISE NOTED CURTAINWALL GLAZING TO BE TYPE GL-1LEGEND:FLAT PANELSCURVED PANELSMETAL PANELSTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:27:05 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A550CURTAINWALL TYPE - SOUTHJEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 ELEVATION4NO. DATE DESCRIPTION
LEVEL 3214' - 2"1312111098CW-01CW-0810' - 7 1/2"8' - 10 1/2"9 1/4"1' - 4"1' - 2"3' - 3 1/4"8' - 0"SEE CURTAINWALL PLAN ON A551 FOR VERTICAL MULLION LOCATIONSNOTE: CURTAINWALL IS CURVED AND SEGMENTED2' - 6"2A570TYP3A532SIM2A532SIM1312111098DHJGD.3D.8EFE.713.6BE.3OPEN TO BELOWA5513NJB-13NJB-12NJB-11NJB-10NJB-9NJB-8NJB-7NJB-6NJB-5NJB-4NJB-3NJB-2NJB-1EQ-NJB-4EQ-NJB-5EQ-NJB-5EQ-NJB-7EQ-NJ B -7EQ-N J B -7EQ-N J B -7 2 CURVED GLASS AND MTL. PANELSEQ-NJB-3EQ-NJB-3EQ-NJB-3EQ-NJB-3E Q -N J B -8EQ-N J B -8 1 FLAT GL. AND MTL. PANEL1 CURVED GL. AND MTL. PANELE 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. PANELS2 FLAT MTL. PANELSEQ-NJB-13AEQ-NJB-13AEQ-NJB-13AEQ-NJB-13BEQ-NJB-13BE Q-N J B -1 3 C E Q -N J B -1 3 C
E Q -N J B -1 3 C
3 F L A T M E T A L P A N E L SEQ-NJB-123 CURVED METAL PANELS2 CURVED METAL PANELS6' - 8"3' - 8 1/8"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' - 1 7/8"2' - 0 1/4"73.32°3' - 2 1/2"1' - 5 7/8"2' - 5 1/2"7' - 11 3/8"5' - 4 1/8"2' - 1 3/8"2' - 1 3/4"6' - 7 1/2"2 7/8"E Q -N J B -13D
E Q -N JB -13D
2 C U R V E D M E T A L P A N E L SA5511 A5514EQ-NJB-10EQ-NJB-10EQ-NJB-114 FLAT GLASS AND MTL. PANELS1 FLAT GL. AND MTL. PANEL1 CURVED GL. AND MTL. PANELEQ-NJB-12EQ-NJB-123 CURVED MTL. PANELSEQ-NJB-3EQ-NJB-45 FLAT GLASS AND MTL. PANELS2 CURVED GLASS AND MTL. PANELSEQ-NJB-7EQ-NJB-6EQ-NJB-62 CURVED GLASS AND MTL. PANELS5 F LA T G LAS S AN D M TL . PA N EL S3 C U R VED G LA SS AN D M TL. PA N ELSA52010SIMOPP.A5207SIMNJB-15NJB-16NJB-17NJB-18NJB-19NJB-20NJB-21NJB-22NJB-23NJB-24NJB-25NJB-26NJB-27LEVEL 3214' - 2"13121110913.6CW-02CW-0110' - 7 1/2"8' - 10 1/2"4' - 6"1 1/2"1' - 2"1' - 4"9 1/4"SEE CURTAINWALL PLAN ON A551 FOR VERTICAL MULLION LOCATIONSNOTE: CURTAINWALL IS CURVED AND SEGMENTEDALIGN VERTICAL MULLION LINE WITH THROAT EDGE BELOW2A570TYP3A532SIM2A532SIMLEVEL 3214' - 2"DLEVEL 4 MECH224' - 8"GFBCW-014' - 6"1' - 4"1' - 2"9 1/4"3' - 3 1/4"10' - 7 1/2"8' - 10 1/2"SEE CURTAINWALL PLAN ON A551 FOR VERTICAL MULLION LOCATIONSNOTE: CURTAINWALL IS CURVED AND SEGMENTED1 1/2"2A570TYP2A532SIM3A532SIMNOTES:UNLESS OTHERWISE NOTED CURTAINWALL GLAZING TO BE TYPE GL-1LEGEND:FLAT PANELSCURVED PANELSMETAL PANELSTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:28:01 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A551CURTAINWALL TYPE -NORTH JEWEL BOXSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 ELEVATION3NO. DATE DESCRIPTION
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"2726LEVEL G.5188' - 0"26.6EQEQEQ+/- 18' - 0" VIF7' - 7 3/8"CW-03ASOUTH 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.EQ+/- 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" VIF3A572SIM7A532SIMLEVEL 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-0213.6CW-024' - 0 3/4"11' - 0"11' - 0"10' - 7 1/4"1 1/4"1 1/4"1 1/4"EQEQEQ1' - 0"3A572SIM7A532SIM+/- 11' - 11 3/8" VIFLEVEL 1192' - 2"13121110LEVEL G.5188' - 0"108 EXEQEQ6' - 0"EQ8' - 6"4"8' - 10"7A533SIMCW-03DLEVEL 4228' - 3"16EQEQ+/- 13' - 8 3/8" V.I.F.9' - 0"4' - 1"13' - 1"CW-03ILEVEL 4228' - 3"BEQEQ13' - 9"4' - 1"9' - 0"13' - 1"CW-03KLEVEL 4228' - 3"B4' - 1"9' - 0"13' - 1"13' - 9"3' - 0"5' - 3 1/4"5' - 3 1/4"2 1/2"CW-03HLEVEL 4228' - 3"2120193A530401.1 EX401.2 EX9' - 0"4' - 1"13' - 1"EQ6' - 0"6' - 0"EQEQEQ+/- 36' - 1 1/2" VIFCW-03JG9' - 9"11' - 0"10' - 10 1/2"1' - 9 1/2"1 1/4"1 1/4"CORNICE, TYP+/- 31' - 7 1/2" VIFLEVEL 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" VIFLEVEL 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" VIFCB14' - 6 3/4"11' - 0"11' - 0"9' - 9 1/8"1 1/4"1 1/4"1 1/4"+/- 46' - 4" VIFCORNICE, TYP+/- 1' - 11" VIFTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:28:26 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A552CURTAINWALL TYPESMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 DESCRIPTION
13121110EQ-AEQ-A12' - 0 1/4"2' - 10"REFERENCE PLANCURVED GLASSREFERENCE PLANCURVED GLASSD.3C.9E.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.8E.1013.1 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"4' - 5 5/8"013.2 EX46' - 6 3/4"12' - 1"9' - 0"3' - 1"2A530SIM1A530SIM13121110D.3C.9E.7E.3R 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"1' - 0"1' - 4 3/8"1' - 0"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.3D.1E.3EQ-BEQ-BEQ-B24' - 0 3/4"2' - 10"REFERENCE PLANCURVED GLASSREFERENCE PLANCURVED GLASS181717.817.5E.5FD.7E.11A572SIM181717.817.5D.8FE.7E.12A572SIM1' - 11 3/4"1' - 2 1/2"2' - 2 1/2"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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:28:49 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A553CURTAINWALL TYPESMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 VIEW12SCALE 1/4" = 1'-0"CW-03M GLAZED OPENINGS IN PLITH WALLS13TYPE BTYPE ANO. DATE DESCRIPTION
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)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.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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:28:56 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A554CURTAINWALL DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 3/4" = 1'-0"JEWEL BOX LOUVER LAYOUT SECTION5SCALE 6" = 1'-0"DETAIL AT SUN LOUVER PROFILES4NO. DATE DESCRIPTION
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 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 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"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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:29:08 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A560WINDOW SCHEDULE &DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSCONSTRUCTION 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' - 2" VIFEX. MASONRY OPENING11' - 2" VIFEQDOOR3' - 0" MINEQDOOR HEIGHT8' - 6"STAINLESS STEEL FRAME - NARROW STILE DOOR AND TRANSOMLEVEL 1192' - 2"191810' - 3 1/2"EX. MASONRY OPENING14' - 7" VIFEX. MASONRY OPENING8' - 0" VIF STAINLESS STEEL FRAME - NARROW STILE DOOR AND TRANSOMLEVEL 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 PANEL5A560SIMTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:29:17 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A561EXTERIOR ENTRANCESSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSCONSTRUCTION DOCUMENTSSCALE 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 - NORTH3NO. DATE DESCRIPTION
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 FLASHING8STUD 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"3/4"T.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"LEVEL 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"T.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 DRAINAND WEST SIDES8" AT EASTSLOPE 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 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"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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"2/28/2018 5:29:38 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A570ROOF DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 DESCRIPTION
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 COLLARLEVEL 1192' - 2"T.O.S. LEVEL G.5EL. 187' - 5 3/4"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"21.2ROOF 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"LEVEL 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"MITRED 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"LEVEL 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"2/28/2018 5:29:59 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A571ROOF DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 DESCRIPTION
121STL. BASE PLATE, SEE STRUCT.LOUVER5/8" GWB SHEATHING BOARDAIR AND VAPOR BARRIERFLAT SEAM ZINC COPPER MTL. PANELMETAL LOUVER1/4" GWB WITH 1/8" PLASTER LAYER, SEE FINISH SCHEDULEFLAT SEAM ZINC COPPER FLASHING1 1/2" LAMINATED AND INSULATED GLASS12" PERIMETER STL. TUBE6" INTERMEDIATE STL. TUBET.O. STL AT 3" DECK241' - 8 1/2"2' - 0" MIN.6" BATT INSULATIONROOF MEMBRANE6" CFMF STL. STUDROOF TYPE R14 5/8" MTL. STUD5/8" GYP. SHEATHINGFLAT SEAM ZINC COPPER MTL. PANEL4" BATT INSULATION1 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" GWBHLEVEL 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"EOSLEVEL 4228' - 3"133' - 10"2' - 10"T.O.S.233' - 6"MIN1' - 0"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 R61' - 0"TWO 6" CFMF STUDS6"BACKER ROD & SEALANTINTUMESCENT FP ON HSS COLUMN BEYOND - SEE STRUCT.5x5 STEEL ANGLE - SECURE TO COLUMN2x6 STEEL ANGLE - SECURE TO DECK1' - 0"VAPOR BARRIER - LAP ROOF MEMBRANE OVER AT MULLIONALUMNINUM FASCIA FINISH TO MATCH ALUMINUM PANELSLEVEL 4228' - 3"1514LEVEL 4 MECH224' - 8"13.95' - 6"EQEQ2' - 4 1/2"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 CLAMPTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"2/28/2018 5:30:14 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A572ROOF DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 DOOR6NO. DATE DESCRIPTION
2"1'-0"MAX4"1 1/4"TREAD + 12"1'-6 1/4"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 SMOOTHMC12 STRINGER WITH CLOSURE PLATESTL CLIP ANGLE WELDED TO STRINGER ATTACH TO CONC SLABCONC STRUCTURAL SLABLEVEL 139'-0"PLAN AT RAILINGWALL MOUNTED HANDRAIL BRACKET MOUNTED 4'-0" O.C. MAXRETURN PIPE RAIL TO WALL TYP6"STL WALL MOUNTED HANDRAIL BRACKET MOUNTED 4'-0" O.C. MAX. FINISH TO MATCH RAILING2HR RATED STUD PARTITION,SEE PLAN FOR WALL TYPE.SEE STRUCTURAL FOR TYPICAL DETAILS6"1 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" HANDRAILSEALANTPLAN AT RAILING1' - 0"CONT 1 1/4" DIA NOM (1.66"OD) STL PIPE HANDRAIL - MITER, WELD AND GRIND ALL JOINTS SMOOTH. 4'-0" OC TYP.1'-0"6"WALL MOUNTED HANDRAIL BRACKET MOUNTED 4'-0" O.C. MAXRETURN PIPE RAIL TO WALL TYPREFER TO ARCHITECTURAL PLAN FOR WALL TYPE1'-0 3/4"11"MC12 STL STRINGERFIRE STOP SEALANT AT MC12 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 LENGTHHANDRAIL HEIGHT3' - 0"EQEQEQ11"EQEQ1 TREAD + 12"2' - 0"1' - 0"MILLED HARDWOOD HANDRAIL1/2" DIA. STEEL PICKETMITER EDGE1/4"SCALE 1 1/2" = 1'-0"BOTTOM LANDING AT INSIDE STRINGER2SCALE 1 1/2" = 1'-0"BOTTOM LANDING AT WALL STRINGER10SCALE 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 STRINGER4SCALE 1 1/2" = 1'-0"INTERMEDIATE LANDING AT WALL STRINGER7SCALE 1 1/2" = 1'-0"FLOOR LANDING AT WALL STRINGER11SCALE 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"2/28/2018 5:30:24 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A600TYPICAL STAIR DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSCONSTRUCTION DOCUMENTSSCALE 1 1/2" = 1'-0"TYP BOTTOM STAIR LANDING DETAIL W/ RL-1 RAILING1NO. DATE DESCRIPTION1 8/8/17 DEMOLITION PACKAGE - ADDENDUM #1
UPUPUPUPDNUP2122E.1F.12A3102A3107A601F8A601A6019A60111A60110A60112CLR 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"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"2"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"2122E.12A3102A3107A601F8A6017A4-29A3-07A4-27A4-22A3-27A4-29A3-07A4-22A3-27A4-2A6019A60110A60111A60112CLR8' - 1 1/2"ACCESS PANELE.12' - 2"2' - 2"STANDPIPE RISER6' - 0"1' - 11"3' - 8"4 1/2"3' - 8"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"2122E.12A3102A3107A601F8A601SHAFT 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"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"2"11"4' - 8 3/8"R 3' - 8"R 3' - 8"21222A3102A3107A601F8A6013' - 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"8' - 8"6 1/2"11"5' - 11"6 1/2"11"5' - 11"11"8' - 8"6 1/2"2"E.O.S.4' - 7"3' - 6"R 3' - 8"R 3' - 8"1' - 3"2122F.9E.1F.12A3102A3107A601GF8A6012A3-22A3-23' - 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"1' - 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"2"1' - 3"1' - 11"7A4-29A3-08A2-09A3-09A3-0LEVEL 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"GF8A6019 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"8' - 2"8' - 2"8' - 2"6' - 8"6' - 8"T.O. STL AT 3" DECK241' - 8 1/2"A6002TYPA6003TYPA6004TYPA6006LEVEL 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"A6004TYP2122E.1F.12A3102A3107A601F8A6017A4-29A3-07A4-27A4-27A4-29A3-07A4-22A3-27A4-2SHAFT DIM8' - 1 1/2"STANDPIPE RISER6' - 0"A60112A60110A60111A6019E.12' - 2"2' - 2"1' - 11"3' - 8"4 1/2"3' - 8"20' - 4 3/8"R 3' - 8"R 3' - 8"1' - 7 1/4"1' - 7 1/4"21F11"11"22FE.O.S.5"1' - 1"11"1/2"5"STAIR SHAFT INTERIOR211' - 1"E.111"E.O.S.6 1/2"E.O.S.2"22E.11' - 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 PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:30:47 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A601STAIR 1 PLANS, SECTIONS, &DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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.1F7A6028A602E.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"1' - 6"5"R 3' - 8"10' - 2 1/2"7' - 6"1615E.1F.1F7A6028A602E.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.1F7A6028A602E.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"11"5"13' - 5"5' - 0"R 3' - 8"R 3' - 8"CLR DIM.8' - 3"7' - 6"10' - 2 1/2"1615E.1F.1F7A6028A602E.6A60212A60210A602117A4-22A3-27A4-27A4-22A3-29A3-02A3-27A4-27A4-24"1' - 3"3' - 8"4 1/2"3' - 8"3' - 8"5' - 0"1' - 6"1' - 1"7' - 6"10' - 2 1/2"1615E.1F.1F7A6028A602E.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"4A6031' - 6"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"8A60213.9A6034A603310 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"A6003TYPA6004TYP9 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"LEVEL 1192' - 2"LEVEL 3214' - 2"LEVEL 4228' - 3"T.O. STL AT 7 1/2" DECK241' - 4"LEVEL 2203' - 2"LEVEL G175' - 11"2A3102A310E.5F7A602E.1A60324A6033A6035A603A6004TYP1615E.1F.1F7A6028A602E.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"16F5 7/8"1 3/8"161' - 3 1/2"1' - 8 1/4"E.115E.61' - 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:31:10 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A602STAIR 2 PLANS, SECTIONS, &DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 DESCRIPTION
T.O.S. LEVEL G.5EL. 187' - 5 3/4"18172A3102A310D.85A6044A604UPST003FRAMELESS INTERIOR GLASS PARTITIONW/ DELUGE SPRINKLERS AT HEAD FOR 2HR RATING9D3-09D3-04' - 11 1/2"9 1/2"1' - 0"18172A3102A310D.8F5A6044A604DN4A9613A961BASE OF CURVED WALL AT LEVEL G9D3-09D3-0A9615R 12' - 11 5/32"LEVEL 1192' - 2"LEVEL G175' - 11"LEVEL G.5188' - 0"LEVEL 1192' - 2"LEVEL G175' - 11"LEVEL G.5188' - 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:31:37 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A604STAIR 3 PLANS, SECTIONSAND DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1 1/2" = 1'-0"DETAIL AT OCULUS STAIR LANDING3SCALE 1/2" = 1'-0"LEVEL G ENLARGED PLAN - OCULUS STAIR1SCALE 1/2" = 1'-0"LEVEL 1 ENLARGED PLAN - STAIR 3 (OCULUS)2SCALE 1/4" = 1'-0"SECTION AT STAIR 3 INTERMEDIATE LANDING5SCALE 1/4" = 1'-0"SECTION THROUGH STAIR 34NO. DATE DESCRIPTION
UP28D.42COORD-3102COORD-310D.328.4F2A6054A6053A6054' - 1"12 TREADS AT 11"11' - 1"10' - 3"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.11A4151A4152A3-07A4-07A4-07A4-2A6056A6058A6059A60510A60575A6051' - 0"6' - 6"SOUTH ENTRY177' - 6"LEVEL LL160' - 0"SOUTH ENTRY 2179' - 0"FLEVEL LL LANDING162' - 6"3A60513 RISERS AT 7"7' - 6"13 RISERS AT 7"7' - 6"15' - 0"D.7E.1T.O. STRUCTURAL SLABA6002TYPSOUTH ENTRY177' - 6"LEVEL LL160' - 0"2828.42A605LEVEL LL LANDING162' - 6"T.O. STRUCTURAL SLABLEVEL LL160' - 0"LEVEL LL LANDING162' - 6"A6002TYPLANDING AS PART OF STAIRF.1F27.328E.1E.11' - 0"E.128.4E.1D.728.4D.8D.728D.7D.8D.7LEVEL 1192' - 2"SOUTH ENTRY177' - 6"LEVEL G175' - 11"28LEVEL G.5188' - 0"SOUTH ENTRY 2179' - 0"2A605LEVEL LL LANDING162' - 6"27.3THE 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:31:55 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A605STAIR 4 & 5 PLANS &SECTIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/4" = 1'-0"LEVEL LL STAIR 41SCALE 1/4" = 1'-0"STAIR 4 SECTION2SCALE 1/4" = 1'-0"STAIR 4 SECTION THRU ELEVATOR3SCALE 1/4" = 1'-0"LEVEL LL STAIR 5 SECTION4SCALE 1 1/2" = 1'-0"LEVEL LL STAIR 4 - Callout 26SCALE 1 1/2" = 1'-0"LEVEL LL STAIR 4 - Callout 38SCALE 1 1/2" = 1'-0"LEVEL LL STAIR 4 - Callout 49SCALE 1 1/2" = 1'-0"LEVEL LL STAIR 4 - Callout 510SCALE 1 1/2" = 1'-0"LEVEL LL STAIR 4 - Callout 67SCALE 1/4" = 1'-0"STAIR 4 SECTION 25NO. DATE DESCRIPTION
13121110D.3C.9E.7E.33A6066A606OPEN TO BELOW8A606DNLEVEL G175' - 11"1211LEVEL G.5188' - 0"6A606A6065COLUMN BEYOND WITH INTUMESCENT FIREPROOFING - SEE STR DWGSWOOF SLAT RAILING BEYONDWV FINISH PANEL AT SLAB EDGEA9601SIMLEVEL G175' - 11"LEVEL G.5188' - 0"D.3E.18A6067A606COLUMN BEYOND WITH INTUMESCENT FIREPROOFING - SEE STR DWGSWOOF SLAT RAILING BEYONDWV FINISH PANEL AT SLAB EDGEA9601SIMA6064131211102A3102A310D.3C.9E.7E.33A6066A6067A606EDGE OF CEILING ABOVEUPPROVIDE CANE DETECTION BELOW OPEN STAIR WHERE HEAD CLEARANCE IS EQUAL OR LESS THAN 80"LEVEL G175' - 11"11TYP6 5/8"90°STEEL STRINGER. REFER TO STRUCTURAL DRAWINGS3' - 0"1' - 6"4"INTUMESCENT COLUMN BEYONDFINISH FLOORBREAKFORM FOLDED STEEL PLATETYP1' - 0"11"EQEQEQSOLID WOOD TREAD/RISERWV ON 3/4" SUBSTRATE PANEL ATTACHED TO STRINGER WITH CONCEALED HDWR1"1/2"1"1"1"VENEERED PANEL W/ SOILD WOOD EDGE FINISH @ EXTERIRO SIDE OF STRINGERVERTICAL STEEL RAILING PICKETS FIXED IN CHANNELTACK WELD BOTTOM OF PICKETS TO TOP OF CHANNELSOLID WOOD TREAD AND VERTICAL CHANNEL CLADDINGBREAKFORM FOLDED STEEL PLATECHANNEL SITS ON TOP OF 6X4 STEEL TUBE STRINGERVENEERED PANEL FINISH @ SLOPPED UNDERSIDE OF STAIRWOOD HANDRAIL W/ GLUED CHANNEL INSET TO RECEIVE PICKETS13INTUMESCENT PAINTED COLUMN BEYOND. SEE STRUCTURAL DWGS1/2"6"1"1"1"STAIR RISER BEYONDSOLID WOOD TREAD AND VERICAL CHANNEL CLADDINGSTRUCTURAL TAB FROM INTUMESCENT PAINTED COLUMN TO 13T.O.S. LEVEL G.5EL. 187' - 5 3/4"LEVEL G.5188' - 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:32:29 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A606STAIR 7 & NORTH JEWELBOX PLANS, SECTIONS, &ELEVATIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALEAXONOMETRIC VIEW AT STAIR 79SCALE 1/4" = 1'-0"STAIR 7 ENLARGED PLAN - LEVEL 12SCALE 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"STAIR 7 SECTION AT RL-1 HANDRAIL4SCALE 1 1/2" = 1'-0"STAIR 7 SECTION AT INTUMESCENT COLUMN7SCALE 1 1/2" = 1'-0"STAIR 7 SECTION AT TOP LANDING8NO. DATE DESCRIPTION
LEVEL 1192' - 2"LEVEL 2203' - 2"14LEVEL G.5188' - 0"13.93A6074' - 2"12' - 5" CEILINGCOORD. W/ STRUCTURAL, IF COLUMNS AND BEAMS ON GRID LINE 13.9 NEED TO MOVE TO THE SOUTH TO ACHIEVE ALIGNMENT ABOVE2' - 3"A9605A607512' - 5"A60762A607LEVEL 1192' - 2"DLEVEL G.5188' - 0"4A6079 RISERS AT 6"4' - 2"D.7E.1A6001SIMD4A607D.113.93A607E.12A607192' - 2"2' - 6"1' - 0"1' - 0"RL-3 RAILINGWALL MOUNTED HANDRAILSEE DETAIL & /5A607/7A607LEVEL 1192' - 2"LEVEL G.5188' - 0"WOOD VENEERLEVEL 1192' - 2"T.O.S. LEVEL G.5EL. 187' - 5 3/4"LEVEL G.5188' - 0"13.9LEVEL 1192' - 2"DLEVEL G.5188' - 0"D.34A607E.1A6077LEVEL 1192' - 2"T.O.S. LEVEL G.5EL. 187' - 5 3/4"LEVEL G.5188' - 0"3' - 0"6"3' - 6"2' - 0"1' - 0"HANDRAIL MOUNTED TO RL-3 RAILING. SEE DETAIL /10A600MILLED HARDWOOD RAILINGMILLED HARDWOOD BASEFINISH FLOOR1/4"3/4"1/4"6"6"3 /4 "3' - 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:32:43 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A607STAIR 8 PLANS, SECTIONSAND DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/4" = 1'-0"LEVEL 1 STAIR 8 CROSS SECTION4SCALE 1/4" = 1'-0"LEVEL 1 STAIR 8 SECTION SOUTH3SCALE 1/4" = 1'-0"LEVEL 1 STAIR 8 PLAN1SCALE 1 1/2" = 1'-0"SECTION THROUGH RL-3 RAILING5SCALE 1 1/2" = 1'-0"LEVEL 1 LEDGE DETAIL AT STAIR 86SCALE 1/4" = 1'-0"LEVEL 1 STAIR 8 SECTION NORTH2SCALE 1 1/2" = 1'-0"SECTION DETAIL @ STAIR 8 LANDING BOTTOM7NO. DATE DESCRIPTION
2A6096A60827D.85A608SOUTH ENTRY177' - 6"LEVEL G175' - 11"1' - 7"12A608LEVEL 4228' - 3"LEVEL 4 MECH224' - 8"A6002TYPLEVEL 3214' - 2"LEVEL 2.8211' - 8"2A609A60010SIM7A608LEVEL 2.8211' - 8"A6001SIM8A608LEVEL 3214' - 2"LEVEL 2.8211' - 8"A6001SIM11A608LEVEL 4228' - 3"LEVEL 4 MECH224' - 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:33:02 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A608STAIR 6, 9, 10, 11, 12, 13PLANS, SECTIONS, &ELEVATIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/4" = 1'-0"LEVEL 3 STAIR 9 PLAN2SCALE 1/4" = 1'-0"LEVEL G STAIR 6 PLAN1SCALE 1/4" = 1'-0"LEVEL G STAIR 6 SECTION5SCALE 1/4" = 1'-0"LEVEL 4 STAIR 12 PLAN10SCALE 1/4" = 1'-0"LEVEL 4 STAIR 12 SECTION12SCALE 1/4" = 1'-0"LEVEL 3 STAIR 9 SECTION6SCALE 1/4" = 1'-0"LEVEL 3 STAIR 11 PLAN3SCALE 1/4" = 1'-0"LEVEL 3 STAIR 11 SECTION7SCALE 1/4" = 1'-0"LEVEL 3 STAIR 10 PLAN4SCALE 1/4" = 1'-0"LEVEL 3 STAIR 10 SECTION8SCALE 1/4" = 1'-0"LEVEL 4 STAIR 13 PLAN9SCALE 1/4" = 1'-0"LEVEL 4 STAIR 13 SECTION11NO. DATE DESCRIPTION
DN2524DCD.127.1175' - 11"177' - 6"RAMP DOWN9' - 7 1/4"56' - 6 1/8"272422F24.5F.9179' - 0"175' - 11"RAMP DOWN6' - 8 1/4"61' - 8"15H2A60917.820.519.215.7214' - 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"6A6088A6088 1/8"9' - 3 7/8"5' - 0"5' - 5 1/2"4' - 6 1/2"4' - 0 1/4"3' - 4 1/4"1' - 2"1' - 0"1' - 0"ALIGNALIGNDNLEVEL 3214' - 2"212015LEVEL 2.8211' - 8"20.521.212A6086A6088A608OPENOPENSLOPE 1:12SLOPE 1:12SLOPE 1:12SLOPE 1:12SLOPE 1:122827F177' - 6"179' - 0"RAMP DOWN8' - 2 1/4"18' - 0"5A605DNOPENING IN STRUCTURAL SLAB BELOW SEE STRUCTURAL DWGS1' - 6"SOUTH ENTRY177' - 6"LEVEL G175' - 11"SOUTH ENTRY 2179' - 0"5A605SOLID WALL (SIM TO RL-3) W/O PANELING W/ WALL MOUNT HRSLOPE 1:12STRUCTURAL SLABTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:33:14 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A609RAMPS PLANS, SECTIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/4" = 1'-0"LEVEL G - SOUTH-WEST RAMP3SCALE 1/4" = 1'-0"LEVEL G - SOUTH-EAST RAMP6SCALE 1/4" = 1'-0"LEVEL 3 EAST RAMP1SCALE 1/4" = 1'-0"LEVEL 3 EAST RAMP SECTION2SCALE 1/4" = 1'-0"LEVEL G SOUTH RAMP4SCALE 1/4" = 1'-0"LEVEL G SOUTH RAMP SECTION5NO. DATE DESCRIPTION
LEVEL LL160' - 0"ALUMNAE GYM LEVEL B176' - 11"ALUMNAE GYM LEVEL C165' - 10"ALUMNAE GYM B.O.TUNNEL159' - 4"D.3LEVEL LL LANDING162' - 6"NEILSON LIBRARYPEDESTRIAN TUNNEL TO ALUMNAE GYM1" / 12"EXISTING TUNNEL OPEN TO BEYOND7A620D.7A.5LEVEL 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 LIBRARY6A6202928272625ADAG-2AG-1AG-EAG-DAG-CAG-BAG-AA30122A401A300AG2D.328.4D.8FE.72A3122A312CD.13025.5NEW ELECTRICAL ROOM & FA CLOSETTLT 1TLT 2SHAFTNEW ELECTRICAL ROOM & FA CLOSETTLT 1TLT 2PEDESTRIAN TUNNELSHAFT(E) STAIR 2A6202A6203A6203A620EXISTING STEAM TUNNEL165' - 10"165' - 0"162' - 6"SLOPE 1:1230' - 0"SLOPE 1:1210' - 0"LIMIT OF ARCH SCOPE1A6201A6206A6205A6207A620AD300AG2A812A81226.527.127.325.7D.7E.125.324.5F.91A4151A415A.59' - 0"4A5319A53026.69A533LEVEL 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:33:30 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A620ALUMNAE GYM CONNECTINGTUNNELSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSCONSTRUCTION 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 1/8" = 1'-0"ALUMNAE GYM LEVEL C OPTION 14SCALE 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
FDFDFDFDFDFDFDFDFDFDFD1615DD.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"1D3-02' - 0"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 MOUNTING161514B15.8A7006T101W/GN TOILET ROOM+/- 8' - 8 1/4"5' - 1 1/2"6' - 3 1/2"7' - 9"109AJANITOR8' - 1 3/8"2' - 0"5' - 6"5' - 0"2' - 0"A.520T102M/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.1514B15.8A7009A70083' - 0"4' - 0"1' - 3"T301WOMENT302MEN/GN1' - 6"4' - 7 3/4"5' - 1 1/2"6' - 5 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 SPEC16DA70011E.1A70012406WOMEN407MEN5' - 0"2' - 10"3' - 0"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' - 10"7' - 0"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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:33:58 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A700ENLARGED TOILET PLANS &ELEVATIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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"T402 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
21DD.1D.7E.13' - 7 1/2"CAB 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 PREPRECESSED 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"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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:34:08 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A701ENLARGED PLANS ANDELEVATIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 - W5NO. DATE DESCRIPTION
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"2' - 0"PROVIDE WALL CONNECTION FLANGE AT PIPE ENDS. PROVIDE DIAGONAL BRACING ABOVE CEILING WHERE REQUIRED FOR LATERAL STABILITY.2' - 0"131211JG012BMEDIA 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.23212022JKTHEATRICAL 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"2' - 4"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 DOORWT-3 WT-3 WT-3 WT-3 WT-3WT-3WT-3WT-3WT-33/8"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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:34:18 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A702PIPE GRID LAYOUTSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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
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 1/256"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 1/64"CR3' - 6"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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:34:44 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A800TYPICAL MOUNTINGHEIGHTSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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
A9505WOOD 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:34:57 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A801INTERIOR ELEVATIONS -LEVEL GSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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"3' - 0"EQ6' - 0"EQBLACKOUT CURTAINDROP-DOWN THEATRICAL BACKDROP (ANGLED - SEE RCP)FABRIC WRAPPED ACOUSTIC PANELS ON WALL - PROVIDE IMPACT RESISTANT SUBSTRATE AT BASE7' - 6"EQEQONE-BUTTON STUDIO EQUIPMENT CONTROLSDROP-DOWN THEATRICAL BACKDROP (ANGLED - SEE RCP)FABRIC WRAPPED ACOUSTIC PANELS ON WALL - PROVIDE IMPACT RESISTANT SUBSTRATE AT BASE7' - 6"EQEQBLACKOUT CURTAIN4" WIRE PASS-THRU CONDUIT SLEEVES TO ADJACENT ROOM-PROVIDE FINISHED AND SEALED COVER1' - 0"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' - 6"1' - 0"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 BASE3' - 0"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 BASEEQEQ7' - 6"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 BEYONDOPEN 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 PARTITIONDROP DOWN SECURITY GATE IN CEILING - PROVIDE TRACK AT WALLOPEN TO BEYONDWOOD VENEER PANEL AT STAIR STRINGERCOLUMN WITH INTUMESCENT FIREPROOFING - SEE STR DWGSOPENOPENFINISHED EDGE OF WV WALL PANEL ON PERPENDICULAR FACEDROP DOWN SECURITY GATE IN CEILING - PROVIDE TRACK AT WALLTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:35:21 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A802INTERIOR ELEVATIONS -LEVEL GSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 DESCRIPTION
OPEN TO BEYONDOPEN TO BEYONDALUM FRAMED INTERIOR STOREFRONT SYSTEM - SEE SPECCENTRAL SERVICE DESK8' - 0"WOOD VENEER WALL PANELING AT PORTALFRAMELESS INT GLAZING SYSTEM - SEE SPECFRAMELESS INT GLAZING SYSTEM - SEE SPECALUM FRAMED STOREFRONT SYSTEM - SEE SPECDROP DOWN GATE AT CLG -PROVIDE TRACK AT WALLFECLIGHT FIXTURE AT SHELVING, TYP. SEE ELEC DWGS2A3102A310OPEN TO BEYOND (DROP DOWN SECURITY GATE)OPEN TO BEYONDVIDEO FEATURE WALL - SEE TECH DWGSWV WALL PANELING6' - 0"2' - 8"MONITOR - SEE TECH DWGSSLOPED FLOOR - REFER TO PLANSFECINSULATED ALUMINUM FRAMED INT STOREFRONT SYSTEM - SEE SPEC10' - 0"8' - 0"OPEN 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 PLANSOPEN TO BEYONDOPEN TO BEYOND6' - 0"2' - 8"SEE SPECFRAMELESS INT GLAZING SYSTEMSLOPED FLOOR - SEE PLANSSEE SPECINSULATED INT STOREFRONT SYSTEMSEE SPECINSULATED INT STOREFRONT SYSTEM3' - 6"RAMP BEYOND - WRAP HANDRAIL AT CORNER AS REQ'D1' - 0"1' - 0"POCKET FOR DOOR ON HOLD OPENMAG HOLD OPENTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:35:38 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A803INTERIOR ELEVATIONS -LEVEL GSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSCONSTRUCTION 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 DESCRIPTION
SOLID WALL BELOW GLASS AT SLOPED CORRIDOR FLOORSEE SPEC.INT. INSULATED STOREFRONT GLAZING SYSTEMSEE SPECINT. STOREFRONT GLAZING SYSTEMSEE SPEC.INT STOREFRONT SYSTEMSEE SPEC.INT. STOREFRONT SYSTEMOVERSIZE STORAGEHANGING STORAGEMICROFILMSEE SPEC.FRAMELESS INT. GLAZING SYSTEMEQEQEQEQ22' - 0 3/8"GWB FACE OF SOFFITEQEQEQEQEQSEE SPEC.FRAMELESS INT. GLAZING SYSTEMSEE SPEC.FRAMELESS INT. GLAZING SYSTEMMILLWORK 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:35:57 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A804INTERIOR ELEVATIONS -LEVEL GSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 DESCRIPTION
OPEN TO BEYONDOPEN TO BEYONDHANDRAIL AT RAMPSEE SPECINT STOREFRONT GLAZING SYSTEMSEE SPEC.INT STOREFRONT GLAZING SYSTEMSEE SPECIN STOREFRONT SYSTEMSEE SPEC.FRAMELESS INT. GLAZING SYSTEMWV PANELINGWV PANELINGWV PANELING ON FACE OFWALL BEYONDSEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEM8' - 0"7' - 6"SEE SPEC.FRAMELESS INT. GLAZING SYSTEMBANQUET SEATINGWV PANEL AT FACE OF SOFFITWV PANELWV PANEL AT FACE OF WALL BEYONDSEE SPEC.FRAMELESS INT. GLAZING SYSTEMSEE SPECINT. STOREFRONT SYSTEM7' - 6"BANQUETTE SEATINGSEE SPECFRAMELESS INT. GLAZING SYSTEMBANQUETTE SEATINGSEE SPEC.INT. STOREFRONT SYSTEMWOOD SLAT WALLPIPEGRID BELOW CEILINGWV PORTALPIPEGRID BELOW CLG.SEE SPECINT. STOREFRONT GLAZING SYSTEMSEE SPECINT STOREFRONT 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:36:20 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A805INTERIOR ELEVATIONS -LEVEL GSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSCONSTRUCTION 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 - W14NO. DATE DESCRIPTION
BANQUETTES2' - 10"OPEN TO BEYONDSEE PLANCUSTOM CURVED MILLWORKDOOR INTEGRATED INTO WOOD VENEER PANELSWV PANELING, TYP.SEE PLANCURVED WALLREFRIGERATED CASESOLID WOOD RAILINGSEE SPEC.FRAMELESS INT. GLAZING SYSTEM8' - 10"SEE SPEC.INT. STOREFRONT SYSTEM4' - 1"2' - 10"2' - 10"2' - 10"EQEQEQEQWV PANELING, TYP.WV LOCKERS5' - 0"CUSTOM MILLWORK PANELINGCUSTOM MILLWORK PANELING5' - 0"5' - 0"CUSTOM MILLWORK PANELINGCUSTOM WOOD PANELINGWOOD DOOR INTEGRATED INTO MLLWORKWOOD DOOR INTEGRATED INTO MLLWORKFAUX FIREPLACETHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:38:03 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A811INTERIOR ELEVATIONS -LEVEL 1SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSCONSTRUCTION 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 - W14NO. DATE DESCRIPTION
WV PORTALWV PORTALFRAMELESS INT. GLAZINGFRAMELESS INT. GLAZING2' - 1"6' - 0"2' - 1"6' - 0"WV PORTALSEE SPEC.FRAMELESS INT. GLAZING SYSTEMCUSTOM MILLWORK8' - 0"2' - 2"10' - 11 3/4"SEE SPEC.FRAMELESS INT. GLAZING SYSTEMEQEQSEE SPEC.INT. INSULATED STOREFRONT SYSTEM12' - 9 3/8"EQEQ3' - 0"SEE SPEC.FRAMELESS INT. GLAZING SYSTEMSEE SPEC.FRAMELESS INT. GLAZING SYSTEMWV PANELINGOPEN TO BEYONDOPEN TO BEYONDSEE SPEC.FRAMELESS INT. GLAZING SYSTEM6' - 10 7/8"7' - 10 3/8"SEE SPECINT. INSULATED STOREFRONT SYSTEM6' - 4 1/2"6' - 4 1/2"SEE SPEC.FRAMELESS INT. GLAZING SYSTEM8' - 9"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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:38:25 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A812INTERIOR ELEVATIONS -LEVEL 1SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSCONSTRUCTION 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 - E10NO. DATE DESCRIPTION
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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:38:37 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A813INTERIOR ELEVATIONS -LEVEL 1SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSCONSTRUCTION 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
3' - 0"BASE AS SCHEDULED3' - 0"SEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPEC.FRAMELESS INT. GLAZING SYSTEMSEE SPEC.FRAMELESS INT. GLAZING SYSTEMSEE SPEC.FRAMELESS INT. GLAZING SYSTEMWV PORTALSEE SPEC.FRAMELESS INT. GLAZING SYSTEMWV PANELINGSEE SPECFRAMELESS INT. GLAZING SYSTEMEQEQEQSEE SPEC.FRAMELESS INT. GLAZING SYSTEMFRAMELESS INT. GLAZING SYSTEM - SEE SPECSEE SPECINT. STOREFRONT SYSTEMSEE SPEC.INT. STOREFRONT SYSTEMSEE SPEC.FRAMELESS INT. GLAZING SYSTEMSEE SPEC.FRAMELESS INT. GLAZING SYSTEMEQEQEQEQEQEQEQEQWV PANELINGWV PANELINGEQEQEQSEE SPEC.FRAMELESS INT. GLAZING SYSTEMSEE SPEC.FRAMELESS INT. GLAZING SYSTEMFRAMELESS INT. GLAZING SYSTEM - SEE SPECBASE AS SCHEDULEDTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:39:07 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A814INTERIOR ELEVATIONS -LEVEL 1SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSCONSTRUCTION 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 - W8NO. DATE DESCRIPTION
2A3102A3103A603SEE SPEC.FRAMELESS INT. STOREFRONT SYSTEMWV PANELINGSEE SPEC.INT. STOREFRONT SYSTEM2A3102A3106A9208A9606' - 0 3/4"6' - 0 3/4"EQEQEQEQ8' - 0"SEE SPEC.FRAMELESS INT. GLAZING SYSTEMPLASTER FINISH - SEE FINISH PLANSOPEN TO BEYONDSEE SPEC.INT. STOREFRONT SYSTEMSEE SPECINT. STOREFRONT STYSTEMOPEN TO BEYONDSEE SPEC.FRAMELESS INT. GLAZING6A9208A960SEE SPECFRAMELESS INT. GLAZING SYSTEM22' - 2 5/8"EQEQEQEQEQEQEQEQEQSEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPEC.FRAMELESS INT. GLAZING SYSTEM11' - 1 3/4"12' - 3 1/8"6A9208' - 9"EQEQSEE SPEC.FRAMELESS INT. GLAZING 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:39:29 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A815INTERIOR ELEVATIONS -LEVEL 1SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 - W8FIRE EXTINGUISHERNO. DATE DESCRIPTION
8' - 0"SEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECINT. INSULATED STOREFRONT SYSTEM2A3102A310EQEQSEE SPECFRAMELESS INT. GLAZING SYSTEM8' - 0"OPEN TO BEYOND3' - 0"SEE SPECFRAMELESS INT. GLAZING SYSTEMWV WALL PANELINGEQEQEQ8' - 0"14' - 9 1/4"SEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECINT. INSULATED STOREFRONT SYSTEMEQEQ2' - 3"RECESSED FIRE EXTINGUISHERWV SHELVINGCARD READEREQEQ7' - 7 1/2"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 FIREPROOFINGTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:39:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A821INTERIOR ELEVATIONS -LEVEL 2SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSCONSTRUCTION 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 - E4SCALE 1/4" = 1'-0"INT ELEV - 201 HALL - W5NO. DATE DESCRIPTION
A5336SIMFREAMELESS INTERIOR GLASS SYSTEM - SEE SPEC.TYP.3' - 0"3' - 0"6' - 0"SEE SPECFRAMELESS INT. GLASS SYSTEM6' - 4"2' - 4"8' - 8"LOCKERS - SEE SPECOPEN TO BEYOND8' - 0"SEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECINT. STOREFRONT SYSTEM2A3102A3104' - 6 3/4"4' - 6 3/4"4' - 6 3/4"4' - 6 3/4"4' - 0"SEE SPECFRAMELESS INT. GLAZING SYSTEMEQEQSEE SPECFRAMELESS INT. GLAZING SYSTEMEQEQEQSEE SPECFRAMELESS INT. GLAZING SYSTEMUNDERSIDE OF STRUCTURAL DECK8' - 0"A96082A3102A310SEE SPECFRAMELESS INT. GLAZING SYSTEMUNDERSIDE OF STRUCTURAL DECKFACE OF GWB SOFFIT3' - 0"EQEQSEE SPECFRAMELESS INT. GLAZING SYSTEMA9608THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:40:09 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A822INTERIOR ELEVATIONS -LEVEL 2SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSCONSTRUCTION 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 - W10AV WITHIN CABINET - PROVIDE CUT OUTS FOR POWER/DATA AT BACK OF CABINETNO. DATE DESCRIPTION
2A3102A3106A5725A5707' - 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"2' - 2"1' - 6"6' - 0"3' - 0"3' - 0"3' - 0"3' - 0"1' - 8"7' - 6"SEE SPECFRAMELESS INT. GLAZING SYSTEM3' - 0"3' - 0"6' - 0"3' - 0"3' - 0"1' - 8"7' - 6"PIPEGRID BELOW FINISHED CEILING -REFFER TO RCPAV CABINET - PROVIDE CUTOUTS FOR POWER/DATA IN SHOP7' - 6"PIPEGRID BELOW FINISHED CEILING -REFER TO RCPALIGNEQEQEQMILLWORKPIPEGRID BELOW FINISHED CEILING -REFER TO RCPPIPEGRID BELOW FINISHED CELING -REFER TO RCP1' - 0"8' - 0"EQEQ10' - 11 3/8"1' - 0"8' - 0"EQEQ12' - 9 3/8"SEE SPECFRAMELESS INTERIOR GLAZING SYSTEMBUTT JOINT AT INT. GLAZING (FRAMELESS)SEE SPECINT. INSULATED STOREFRONT SYSTEM7' - 6"EQEQEQ15' - 1 1/4"SEE SPECFRAMELESS INT. GLAZING 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:40:34 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A831INTERIOR ELEVATIONS -LEVEL 3SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 DESCRIPTION
2A3102A3108' - 0"EQEQ10' - 1 1/4"SEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEMEQEQEQ13' - 5"SEE SPECFRAMELESS INT. GLAZING SYSTEMEQEQ8' - 9"EQEQSEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECINT. INSULATED STOREFRONT SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEM8' - 0"7' - 6"1' - 6"SEE SPECFRAMELESS INT. GLAZING SYSTEMWV SHELVING7' - 6"3' - 0"FINISHED END7' - 6"SEE SPECINT. STOREFRONT SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEMEQEQEQEQ7' - 9 1/8"8' - 9"SEE SPECFRAMELESS INT. GLAZING SYSTEM2' - 10"MICROWAVES - PROVIDE POWER AT BACK OF CABINET7' - 6"UNDER CABINET LIGHTING - SEE SPEC7' - 6"COFEE MAMKERSEE SPECFRAMELESS INT. GLAZING SYSTEMDISHWASHERBUILT IN PANEL REFRIGORATORFILTERED WATER FAUCET AT SINK - SEE PLUM.5' - 8"MONITOR - REFER TO TECH PLANS2' - 6"EQ - TYP5' - 8"EQ - TYP2' - 6"MONITOR - REFER TO TECH PLANSMONITOR - REFER TO TECH PLANS5' - 8"2' - 6"EQ - TYP.5' - 8"EQ - TYP.2' - 6"MONITOR - REFER TO TECH 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:40:58 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A832INTERIOR ELEVATIONS -LEVEL 3SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 - E11SCALE 1/4" = 1'-0"INT ELEV - 301D GROUP STUDY - W12NO. DATE DESCRIPTION
2A3102A3105A570SEE 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 READER2A3102A310OPEN TO BEYONDOPEN TO BEYOND7' - 6"4' - 0"EQEQEQEQSEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECINT. STOREFRONT SYSTEMOPEN TOBEYOND2' - 3"CARD READERRECESSED FIRE EXTINGUISHERLOCKERS - SEE SPECWV WALL PANELS - TYP.8' - 0"1' - 0"EQEQEQEQEQSEE SPECFRAMELESS INT. GLAZING SYSTEMSEE SPECFRAMELESS INT. GLAZING SYSTEM2' - 6"5' - 8"EQ - TYP.MONITOR - SEE TECH PLANS4' - 4 1/2"4' - 4 1/2"1' - 6"8' - 0"SEE SPECFRAMELESS INT. GLAZING SYSTEM2A3102A310UNDERSIDE OF STRUCTURAL DECK2' - 5"8' - 0"1' - 6"SEE SPECFRAMELESS INT. GLAZING SYSTEMEQEQEQUNDERSIDE OF STRUCTURAL DECKEQEQEQ1' - 0"8' - 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:41:24 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A833INTERIOR ELEVATIONS -LEVEL 3SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 DESCRIPTION
PLASTER FINISH AT WALL - SEE FINISH PLANS2A3102A3105A570OPEN TO BEYONDOPEN TO BEYONDBANQUETTE SEATING5' - 0"RECESSED FIRE EXTINGUISHERWV SHELVING2A3102A3103A571THE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:41:35 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A841INTERIOR ELEVATIONS -LEVEL 4SMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 DESCRIPTION
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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 3" = 1'-0"2/28/2018 5:41:43 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A900PARTITION TYPES ANDDETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSNO. 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"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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 3" = 1'-0"2/28/2018 5:41:49 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A901TYP. PARTITION DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 C8NO. DATE DESCRIPTION
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"OPEN3' - 0"FIXED SIDELITE7' - 4"2"ASAUTOMATIC ALL GLASS SLIDING ENTRY DOOR14' - 0"8"7' - 0"FIXED SIDELITEHMHOLLOW 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 SWINGTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 3/16" = 1'-0"2/28/2018 5:42:51 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A910DOOR SCHEDULESMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSCONSTRUCTION DOCUMENTSDOOR SCHEDULE INTERIORwt DOOR FRAMEFIRE RATINGHoldOpenCardReaderHARDWARESETCOMMENTSDOOR NO. ELEV MAT'LNOMINAL SIZETYPEHEIGHTPanel AWidthPanel BWidthTHICKNESS204.1 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 8' - 6" 3' - 0" 1 3/4" WD1 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 1.1208B AG G 8' - 0" 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 Yes 1.1209.2 AG G 8' - 0" 3' - 0" 1/2" FL-G No 1.1209A F WD1 8' - 0" 3' - 0" 1 3/4" WD1 0 No No 9.0210.1 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 8' - 0" 3' - 0" 1 3/4" P 90 No No 10.0F TOTAL DOOR W/ HO. & PANIC HARDWAREST202 F HM 8' - 0" 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 1.5C303.2 AG/AG G 7' - 6" 4' - 0" 2' - 0" 1/2" FL-G No 1.4C304.1 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' - 10" 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 3.0306.2 F WD1 8' - 0" 3' - 0" 1 3/4" AL-1 Yes 3.0C307.1 F/F WD1 8' - 0" 3' - 0" 3' - 0" 1 3/4" AL-1 No 8.3307A AG G 8' - 0" 3' - 0" 1/2" FL-G Yes 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 Yes 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 Yes 3.0309E AG G 7' - 6" 3' - 0" 1/2" FL-G Yes 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 Yes309J 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 Yes 1.1310C AG G 7' - 6" 3' - 0" 1/2" FL-G Yes 1.1ST301 F HM 8' - 0" 3' - 0" 1 3/4" P 90 No No 10.0F TOTAL DOOR W/ HO. & PANIC HARDWAREST302 F HM 8' - 0" 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 8' - 0" 3' - 0" 3' - 0" 1 3/4" HM 0 No No 9.8402C F HM 8' - 0" 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 8' - 0" 3' - 0" 1 3/4" P 90 Yes No 10.0F TOTAL DOOR W/ HO. & PANIC HARDWAREDOOR SCHEDULE INTERIORwt DOOR FRAMEFIRE RATINGHoldOpenCardReaderHARDWARESETCOMMENTSDOOR NO. ELEV MAT'LNOMINAL SIZETYPEHEIGHTPanel AWidthPanel BWidthTHICKNESSLEVEL LLL01.1 F HM 8' - 0" 3' - 3" 3' - 3" 1 3/4" P1 90 Yes Yes 10.4L01A F HM 4' - 5" 3' - 0" 1 3/4" HM 120 No No 9.10L01B F HM 4' - 5" 3' - 0" 1 3/4" HM 120 No No 9.10L01C F HM 8' - 0" 3' - 0" 1 3/4" HM 0 No No 9.4L02.2 F HM 8' - 0" 3' - 0" 1 3/4" HM 0 No No 9.9L03.1 F HM 8' - 0" 3' - 0" 1 3/4" HM 90 No No 9.4F2L03.2 F HM 8' - 0" 3' - 0" 3' - 0" 1 3/4" HM 90 No No 9.5FL05 F HM 8' - 0" 4' - 0" 1 3/4" HM 90 No No 9.4F2L06 F HM 8' - 0" 3' - 0" 1 3/4" HM 90 No No 9.4FST L04 F HM 8' - 0" 3' - 0" 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 WD2 8' - 0" 3' - 0" 2' - 0" 1 3/4" FL 1 No No 9.2003.1 F/F WD1 7' - 9 1/8" 3' - 0" 3' - 0" 1 3/4" AL-2 Yes 9.3C003.2 AG G 7' - 10" 3' - 0" 1" AL-2 Yes 9.6C003A F WD2 8' - 0" 3' - 0" 1 3/4" FL 90 No No 9.0F004.1 AG G 7' - 10 1/4" 3' - 0" 1/2" FL-G Yes 3.1C004.2 AG G 7' - 10 1/4" 4' - 0" 1/2" FL-S 13.0005 AG G 8' - 0" 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" WD1 No 3.0009B F WD1 8' - 0" 3' - 0" 1 3/4" WD1 No 3.0009C F WD1 8' - 0" 3' - 0" 1 3/4" WD1 No 3.0009D F WD1 8' - 0" 3' - 0" 1 3/4" WD1 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 Yes 3.0009H AG G 8' - 0" 3' - 0" 1/2" FL-G Yes 3.0009J AG G 8' - 0" 3' - 0" 1/2" FL-G Yes 3.0009K AG G 8' - 0" 3' - 0" 1/2" FL-G Yes 3.0009L AG G 8' - 0" 3' - 0" 1/2" FL-G Yes 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 Yes 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 F/F WD1 8' - 0" 3' - 0" 3' - 0" 1 3/4" AL-1 Yes 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 WD1 7' - 4 1/4" 3' - 0" 1 3/4" WD1 No 1.3 ACOUSTIC FRAME AND SEALS012B.1 SL G/AL 7' - 4 1/4" 7' - 0" 1/2" SL 12 ACOUSTIC SLIDING DOOR - REFER TO SPEC012B.2 F WD1 7' - 4 1/4" 3' - 0" 1 3/4" WD1 No 1.9 ACOUSTIC FRAME AND SEALS012C 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 SWING, ACOUSTIC FRAME AND SEALS012E F WD1 7' - 4" 3' - 0" 1 3/4" WD1 No 1.3 ACOUSTIC FRAME AND SEALS012F F WD1 7' - 4" 3' - 0" 1 3/4" WD1 No 1.3 ACOUSTIC FRAME AND SEALS012G 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 WD2 8' - 0" 3' - 0" 2' - 0" 1 3/4" FL 0 No No 9.1015 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 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 0 No No 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 7' - 6" 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 3.4103C AG G 7' - 8" 3' - 0" 1/2" FL-G No 3.4103D 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 3.4103F AG G 7' - 8" 3' - 0" 1/2" FL-G No 3.4103G 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 8' - 0" 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" WD1 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 Yes 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 Yes 3.0107D AG G 8' - 0" 3' - 0" 1/2" FL-G No 3.0108.1 F/F WD1 9' - 0" 3' - 0" 3' - 0" 1 3/4" AL-1 Yes 3.2C108.2 F WD1 7' - 4" 3' - 0" 1 3/4" WD1 Yes 3.0C108A F WD1 7' - 4" 3' - 0" 1 3/4" WD1 No 1.0108B F WD1 7' - 4" 3' - 0" 1 3/4" WD1 Yes 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" WD1 No 3.0108D F WD1 7' - 10" 3' - 0" 1 3/4" WD1 Yes 3.0108E F WD1 7' - 10" 3' - 0" 1 3/4" WD1 No 3.0108F.1 F WD1 7' - 4" 3' - 0" 1 3/4" WD1 No 1.0108F.2 F WD1 7' - 4" 3' - 0" 1 3/4" WD1 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" WD1 Yes108J F WD1 7' - 4" 3' - 0" 1 3/4" WD1 No108K AG G 7' - 6" 3' - 0" 1/2" FL-G No 4.1109A F WD2 8' - 0" 3' - 0" 1 3/4" FL 0 No No 9.0C110 F HM 8' - 6" 4' - 0" 1 3/4" P 0 No No 10.3110C 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, CLOSERST101 F HM 8' - 0" 3' - 0" 1 3/4" P 90 No No 10.0F TOTAL DOOR W/ HO. & PANIC HARDWAREST102 F HM 8' - 0" 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 7LEVEL 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 9.0FDOOR SCHEDULE EXTERIORLOCATIONLevelLOCATION DOOR FRAMEFIRE RATINGHARDWARESETCOMMENTSDOOR NO.ROOMELEV MAT'LNOMINAL SIZEELEV MAT'LFROM TO WIDTH HEIGHT THICKNESS100V EX LEVEL 1 100V AG/AG G/ST 7' - 7" 10' - 2 1/4" 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' - 6" 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 G1 G/AL 2' - 11 1/2" 8' - 6" 1 3/4" SF AL 0013.1 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 0006 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 KEYST: CUSTOM STOCK STEEL FRAME WITH NATURAL FINISH, SEE J-SERIES FOR DETAILSAL: ALUMINUM CHANNEL FRAME, CONCEALEDG: LAMINATED GLAZINGWD1: SOLID CORE WOOD DOOR, STAIN GRADEWD2: SOLID CORE WOOD DOOR, PAINT GRADE. PAINT TO MATCH ADJACENT WALL U.N.O.EX: SALVAGED ELEMENT FROM EXISTING BUILDING TO BE REFURBISHED AND REINSTALLEDCR: CARD READERSP: SPECIALTY DOORSPECIALTY DOOR TYPESNO. DATE DESCRIPTION
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 WALLREINFORCING CHANNELPARTITION AS SCHEDULEDVARIESVARIESVARIESVARIESEZY JAMB ALSO HAS SINGLE RABBET AND INSWING WHICH LOOK CLEANER BUT MAY BE TOUGHER TO INSTALL/MAINTAIN - VERIFY THAT THIS WILL WORK TO KEEP DOORS FLUSH WITH CORRIDOR SIDE. DOUBLE STUDS AT JAMBS, TYP.VARIESDOOR PANELALIGNMETAL MUD-IN DOOR FRAME ANCHORED TO STUDS AT SIDES. PAINT TO MATCH WALLEZY JAMB ALSO HAS SINGLE RABBET AND INSWING WHICH LOOK CLEANER BUT MAY BE TOUGHER TO INSTALL/MAINTAIN - VERIFY THAT THIS WILL WORK TO KEEP DOORS FLUSH WITH CORRIDOR SIDE. PARTITION 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)VERIFY DESIRED HT OF DOORS AT STAIRS - KEEP AT 8' OR MAKE 9' TO MATCH CEILINGS?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 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 SCHEDULEPARTITION 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.MLS CALLS FOR RAJACK D1 AND B3 OFFSET PIVOT HINGES - SILL DETAIL?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 SCHEDULEMLS CALLS FOR RAJACK OFFSET PIVOT HINGESVARIESVARIESFACE 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.MLS CALLS FOR RAJACK D1 AND B3 OFFSET PIVOT HINGES - SILL DETAIL?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 SCHEDULEMLS CALLS FOR RAJACK OFFSET PIVOT HINGESFACE 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"E.113.9E.1PARTITION 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 OPEN5"FRAME OPENING PLUS 1/8"2A3-28A3-01' - 4 5/8"4 3/8"STEEL POST WITH INTUMESCENT FIREPROOFING - SEE STRDOUBLE STUDS AT JAMBWV WALL PANELING, TYP. ATTACH TO WALL WITH Z CLIPSLOCK MITER EDGEPROVIDE 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)3 5/8"5 1/2"CONCEALED CHANNEL AT GLASS EDGE1/2"7 3/4"1/2"5 1/8"1/4"WV WALL PANELINGPROVIDE SEALANT AT JOINT9D6-0PARTITION 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"HARDWOOD 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.MLS CALLS FOR RAJACK D1 AND B3 OFFSET PIVOT HINGES - SILL DETAIL?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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 6:57:23 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_SJulianus.rvt4786.000A911TYPICAL DOOR &BORROWED LIGHT TYPES &DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 FRAME3NO. DATE DESCRIPTION
SCHEDULED GLAZINGALUMINUM BASE RAIL ANCHORED TO FLOORFINISHED FLOOR - DEPTH OF ASSEMBLY MAY VARY1"STRUCTURAL SLAB1/2" GLASS WITH EASED POLISHED EDGESNO TRACK AT FLOORFINISHED FLOOREDGE OF FIXED GLASS PANEL BEYOND SCHEDULED GLAZINGPROVIDE 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"1/2" GLASS WITH EASED POLISHED EDGESSLIDING GLASS DOOR ASSEMBLYSCHEDULED GLAZINGALUMINUM BASE RAIL, BELOWCL OF FIXED GLASS WALL2"2"DOOR OPENINGDOOR HARDWARE - SEE SPECFLOOR FINISH MATERIAL TRANSITIONS5A903SIMADJACENT CEILING / SOFFIT CONDITIONS VARY - REFER TO RCPALUMINUM RAIL HEAD - COORDINATE DOOR HDWR (CARD READ, CLOSER, ETC) AS REQD - SEE DOOR SCHEDULE FOR LOCATIONSSCHEDULED GLAZINGDOOR HEADER (BY SYSTEM MFGR) - PROVIDE OVERHEAD CONCEALED CLOSER AND TOP PIVOT HARDWARE WHERE REQ'DPATCH HARDWARE FITTINGSEE RCP3"CONCEALED FLOOR SPRING BOX SCHEDULED GLAZINGPATCH 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 GLAZINGRECESSED 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 GLAZINGBLOCKING AS REQ'DSEE RCP/ELEVREFER TO RCP FOR ADJACENT CLG CONDITIONSVARIES - SEE RCPPROVIDE J BEAD AT GWB EDGE WHERE REQ'DCORRIDORSCHEDULED PARTITION - SEE PLAN (ADJACENT CONDITIONS AND FINISHED FACE MATERIALS VARY)SCHEDULED GLAZINGRECESSED ALUMINUM BASE RAIL, BELOWPROVIDE STRUCTURAL SILICONE SEALANT AT JOINT FOR SMOKE TIGHT SEAL WHERE REQ'DU.N.O.5/8"CORRIDORSHIM AS REQ'DSCHEDULED GLAZINGPROVIDE CLEAR STRUCTURAL SEALANT AT JOINT FOR SMOKE TIGHT SEAL WHERE REQ'DRECESSED ALUMINUM BASE RAIL, BELOW. MITERED JOIN AT OUTSIDE CORNER1" TYP1/4"SCHEDULED GLAZINGPROVIDE CLEAR STRUCTURAL SEALANT AT JOINT FOR SMOKE TIGHT SEAL WHERE REQ'DTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 3" = 1'-0"2/28/2018 5:43:11 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A913FRAMELESS INTERIORGLAZING SYSTEM DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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 GLASSPARTITIONSCALE 3" = 1'-0"3JAMB AT FRAMELESS GLASSPARTITIONSCALE 3" = 1'-0"4CORNER AT FRAMELESS GLASSPARTITIONSCALE 3" = 1'-0"5TYP BUTT JOINT AT FRAMELESSGLASS PARTITIONSWING DOOR HEAD AT FRAMELESS GLASS PARTITION W/ TRANSOMNO. DATE DESCRIPTION
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 CAULKING5 5/8"1 5/8"LINEAR DIFFUSER, SEE MEP5/8" GWB ON 7/8" FURRING CHANNELHORIZONTAL ROLLER SHADE, MANUAL OR ELECTRIC. SEE SPEC. FOR LOCATIONS.3 5/8"2"7 1/2"5"CEILING, AS SCHEDULED. SEE RCP.CURTAIN WALL & STRUCTURE, VARIES5 7/8"1 5/8"LINEAR DIFFUSER, SEE MEP5/8" GWB ON 7/8" FURRING CHANNELHORIZONTAL ROLLER SHADE, MANUAL OR ELECTRIC. SEE SPEC. FOR LOCATIONS.3 7/8"2"4 1/8"8 3/8"CEILING, AS SCHEDULED. SEE RCP.CURTAIN WALL & STRUCTURE, 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 PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:43:43 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A930CEILING DETAILSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1 1/2" = 1'-0"TYP ACOUSTIC ISOLATION CEILING - LOWER LEVEL1SCALE 1 1/2" = 1'-0"TYP ACOUSTIC ISOLATION CEILING - LEVEL 32SCALE 3" = 1'-0"DETAIL - ROLLERSHADE DUAL4SCALE 3" = 1'-0"DETAIL - ROLLERSHADE SINGLE5NO. DATE DESCRIPTION
13LEVEL G.5188' - 0"2' - 7"SEE STRUCTURAL1' - 5 1/4"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"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"+/- 1 1/4"1"1/4"SCHEDULED CLGSEE RCPLEVEL 2203' - 2"132' - 9"SEE STRUCTURAL1' - 5 1/4"1' - 4 1/2"WOOD SLAT PANELINTUMESCENT PAINTED COLUMN BEYOND - SEE STRUCTURAL DWGSALIGN1/2" LAMINATED GLASS1/2" Z-CLIP CHANNEL2"OVERALL WOOD SLAT HEIGHT4' - 4 1/2"5"4"2"2" RETURN AIR SLOTWOOD VENEER 3/4" SUBSTRATE -ATTACH TO STUDS W/ Z CLIPS. VENEER TO WRAP AT EXPOSED EDGES3 3/4"+/- 1 3/8"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 GLASSLEVEL 3214' - 2"132' - 4"1' - 2"SEE STRUCTURAL1' - 5 1/4"WOOD SLAT PANELINTUMESCENT PAINTED COLUMN BEYOND - SEE STRUCTURAL DWGS1/2" LAMINATED GLASS1/2" Z-CLIP CHANNELALIGNWOOD VENEER MEZZ FASCIA TO ALIGN WITH CENTER LINE OF INTUMESCENT PAINTED COLUMNHARDWOOD 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"+/- 1 1/4"CONCEALED ALUM BASE GLASS CHANNELSCHEDULED CLGSEE RCP2"CONCEALED ALUM HEAD GLASS CHANNELOF GLASSLEVEL 2203' - 2"F.1F2' - 0"1' - 6"2"1' - 2 5/8"WOOD VENEER PANEL ON WALL BEYONDFINISH FLOORSEE STRUCTURAL8 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 RCP/4A522ALIGN RAILING WITH CENTERLINE OF COLUMNLEVEL 2203' - 2"202' - 0"2"SEE STRUCTURAL1' - 1"7 5/8"FINISH FLOOR BEYOND1/2" LAMINATED GLASSWOOD VENEER PANEL ON WALL BEYONDEDGE OF WALL BEYOND2 1/2" METAL STUD3 5/8" METAL STUDOF GLASSOF BEAMWOOD VENEER 3/4" SUBSTRATE -ATTACH TO STUDS W/ Z CLIPS. VENEER TO WRAP AT EXPOSED EDGES4"1"1/4"SCHEDULED CLGSEE RCPFINISH FLOORGWB W/ PLASTER FINISHALUMINUM STRUCTURAL TUBESTRUCTURAL SILICONE JOINTLEVEL 2203' - 2"A.5A.5SEE STRUCTURAL10 1/8"WOOD VENEER PANEL ON WALL BEYOND3/4" WOOD VENEER PORTAL..SEE RCP FOR REFERENCEGYP. SUBSTRATE3 5/8" METAL STUD2"FINISH FLOOR BEYONDMETAL PICKET RAILING WITH HARDWOOD HANDRAIL (RL-1)HARDWOOD EDGEFINISH FLOOR2' - 0"SCHEDULED CLGSEE RCPWOOD VENEER 3/4" SUBSTRATE -ATTACH TO STUDS W/ Z CLIPS. VENEER TO WRAP AT EXPOSED EDGESFINISH FLOOR1/4"1"LEVEL 2203' - 2"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 STUD1/2" Z-CLIP CHANNEL5"2' - 3"CONCEALED ALUM GLASS HEAD CHANNELCONCEALED ALUM GLASS BASE CHANNELFINISH FLOOR2"1/4"1"OF GLASS5 1/4"5 1/4"OF GLASSSCHEDULED CLGSEE RCPWOOD VENEER 3/4" SUBSTRATE -ATTACH TO STUDS W/ Z CLIPS. VENEER TO WRAP AT EXPOSED EDGESLEVEL 2203' - 2"2' - 0"FINISH 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 ELEVATION1/8"1' - 0"3 5/8" METAL STUD1/4"1"WOOD VENEER 3/4" SUBSTRATE -ATTACH TO STUDS W/ Z CLIPS. VENEER TO WRAP AT EXPOSED EDGESEQEQSCHEDULED CLGSEE RCP1/2" Z-CLIP CHANNELOF 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1 1/2" = 1'-0"2/28/2018 5:45:42 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A960INTERIOR DETAILS - SLABEDGESMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSCONSTRUCTION DOCUMENTSSCALE 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 33SCALE 1 1/2" = 1'-0"CENTER PAVILLION EDGE OF SLAB CONDITION - EAST4SCALE 1 1/2" = 1'-0"CENTER PAVILLION EDGE OF SLAB CONDITION - SOUTH8SCALE 1 1/2" = 1'-0"WEST PAVILLION EDGE OF SLAB CONDITION9SCALE 1 1/2" = 1'-0"CENTER PAVILION EDGE OF SLAB CONDITION - NORTH5SCALE 1 1/2" = 1'-0"SECTION THROUGH WEST PAVILION6NO. DATE DESCRIPTION
LEVEL 3214' - 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" MIN3 1/2"L3-1/2X3-1/2 FRAMING TO SUPPORT GLAZING ABOVE AND BELOWHEIGHT OF DRAFT STOP1' - 8"3 1/2"CURVED, TAPERED GLAZED WALLLEVEL 4228' - 3"LEVEL 4 MECH224' - 8"T.O. STL @ JB ROOF228' - 0"LEVEL 3214' - 2"1/4"1' - 0"1/4"8"LEVEL 1192' - 2"7 3/4"PLAN DIMENSIONS TO FINISH FACE OF METAL PANEL5 1/2"WHAT IS THE RAILING DETAIL?E.3EDGE OF SLAB1/4"1 1/2"ELLIPTICAL DIMENSIONED IN PLAN - FINISH FACE OF METAL PANELEOS5 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:45:55 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000A961INTERIOR DETAILS - OCULUSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSCONSTRUCTION DOCUMENTSSCALE 1 1/2" = 1'-0"SLAB EDGE DETAIL AT OCULUS GLAZING (NON SLOPED)1SCALE 1 1/2" = 1'-0"Detail 362SCALE 1 1/2" = 1'-0"SLAB EDGE DETAIL AT OCULUS SLOPING WALL3SCALE 1 1/2" = 1'-0"SLAB EDGE DETAIL AT OCULUS - LEVEL 14SCALE 3" = 1'-0"PLAN DETAIL AT OCULUS - SOLID WALL TO GLAZING5NO. 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016 1/4" = 1'-0"2/28/2018 5:49:21 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000AI000FINISH LEGEND ANDSCHEDULESMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSFINISH 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 GRID ARMSTRONG - OPTIMA, CUSTOM SIZE 1 (LG)ACT-2 ACOUSTIC CEILING TILE AND CONCEALED GRID ARMSTRONG - OPTIMA, CUSTOM SIZE 2 (MED)ACT-3 ACOUSTIC PLASTER BASWAPHONEXP NO CEILING, PAINT FINISH AT ALL EXPOSED ELEMENTS03 WALLAWP-1 ACOUSTIC WALL PANEL, FABRIC 1 BOD - 54"W PANEL FABRIC MATERIAL ONLY ALLOWANCE: $45/ YDP-1 PAINT FINISH - CEILING, COLORS TBDP-2 PAINT FINISH - WALL, COLORS TBD @GWB PARTITION, LEVEL 5 FINISH WHERE NOTEDSTF-1 STEEL TROWELED FINISHTW-1 GLAZED CERAMIC WALL TILE - FIELD BOD FOR ESTIMATING ONLY - LEA CERAMICHE, PROGETTO L14, 4"X16" MATTE TILE, COLOR TBDTW-2 GLASS WALL TILE - ACCENT BOD FOR ESTIMATING ONLY - NEMO VISCAYA 1"X2" MATTE FINISH COLOR TBDTW-3 GLAZED CERAMIC WALL TILE - FIELD BOD FOR ESTIMATING ONLY - DALTILE, MODERN DIMENSIONS 4-1/4"X12-3/4" FIELD, COLOR TBD04 BASEBR-1 RUBBER BASE - 2"HBT-1 TILE BASE - TO MATCH TW-1BT-2 TILE BASE - TO MATCH TW-3BW-1 WOOD BASE - RECESSED, 2-1/4"H, FINISH TO MATCH WD-1BW-2 WOOD BASE - RECESSED, 2-1/4"H, OPAQUE FINISH05 FLOORCON-P CONCRETE FLOOR - POLISHED FINISHCON-S CONCRETE FLOOR - SEALED FINISHCPT-1 CARPET TILE BOD FOR ESTIMATING ONLY - J&J STACKED MODULAR, COLOR TBDCRK-1 CORK FLOORING BOD FOR ESTIMATING ONLY - EXPANKO, HEIRLOOM CORK (HOMOGENEOUS), 1/2" TILE THICKNESS, SIZE ANDCOLOR TBD.EM-1 ENTRY MAT SYSTEM SEE SPECIFICATION FOR GRILLE BODEPY EPOXY FLOOR W/ INTREGAL BASE SEE SPECIFICATION FOR BODRF-1 RUBBER FLOOR TILE BOD FOR ESTIMATING ONLY - NORA RUBBER, NORAPLAN SENTICA, 3MM SHEET, COLOR TBDTF-1 PORCELAIN FLOOR TILE BOD FOR ESTIMATING ONLY - MOSA, TERRA GRAYS, 24"X48", COLOR TBDWDF-1 ENGINEERED WOOD FLOOR - TO MATCH WD-1 BOD FOR ESTIMATING ONLY - STILNOVO M 14X90 (MM), OAKWDF-2 SOLID WD TREADS, RISERS, LANDING - TO MATCH WD-106 MILLWORKSTON-1 BLUESTONE - AT TOILET RM COUNTERS/SINKSWD-1 WHITE OAK, QUARTER SAWN, FINISH TO MATCH ARCHITECT'S SAMPLEFINISH SCHEDULEWT Name CEILING FINISH WALL BASE FLOOR WINDOW Comments201A TELECOM EXP P-2 BR-1 CON-S --201B 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-1 BW-2 CON-P --206 SC - TECHNOLOGY WORKROOM ACT-1 GLAZ/ P-2/ STF-1 BW-1 CRK-1 WT-1206A SC SHARED OFFICE EXP GLAZ/ P-2/ STF-1 BW-2 CON-P --206B SC OFFICE EXP GLAZ/ P-2/ STF-1 BW-2 CON-P --206C SC OFFICE EXP GLAZ/ P-2/ STF-1 BW-2 CON-P --206D SC OFFICE ACT-1 GLAZ/ P-2 BW-1 CPT-1 WT-1207 HALL GWB/ P-1 GLAZ/ P-2/ WD-1 BW-1 WDF-1 --208 NC HUB - ACADEMIC SUCCESS GWB/ P-1/ ACT-1 GLAZ/ P-2 BW-1 CRK-1 WT-1 WT AT OPENING CONTROLLED FROMBELOW208A REFLECTION ROOM GWB/ P-1 GLAZ/ P-2 BW-1 CPT-1 --208B CAVERNO GWB/ P-1 GLAZ/ P-2 BW-1 CPT-1 --208C PHONE ACT-1 GLAZ/ P-2 BW-1 CPT-1 --209 SEMINAR ROOM GWB/ P-1/ ACT-1 GLAZ/ AWP-1/ P-2 BW-1 CRK-1209A STORAGE GWB/ P-1 P-2 BR-1 CON-S --210 READING ROOM GWB/ P-1 GLAZ/ P-2/ WD-1 BW-1 CRK-1 WT-1210A STORAGE GWB/ P-1 P-2 BR-1 CON-S --EL201 ELEVATOR 1 MTL-1 MTL-1 MTL-1 RF-1 --EL202 ELEVATOR 2 MTL-1 WD-1 WD-1 WDF-1 --EL203 ELEVATOR 3 MTL-1 WD-1 WD-1 WDF-1 --ST201 STAIR 1 P-1 P-2 BR-1 CON-P --ST202 STAIR 2 P-1 P-2 BR-1 CON-P --T201 GN TOILET ROOM GWB/ P-1 TW-1/ TW-2 BT-1 TF-1 -- FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1LEVEL 3301 MAIN HALL GWB/ P-1 GLAZ/ P-2/ WD-1/ STF-1 BW-1 WDF-1 --301A TELECOM EXP P-2 BR-1 CON-S --301B ELEC GWB/ P-1 P-2 BR-1 CON-S --301C PRE ACTION GWB/ P-1 P-2 BR-1 CON-S --301D PHONE ACT-1 GLAZ/ P-2 BW-1 CPT-1 --301E GROUP STUDY GWB/ P-1 GLAZ/ AWP-1/ P-2 BW-1 CPT-1 --301F GROUP STUDY GWB/ P-1 GLAZ/ AWP-1/ P-2 BW-1 CPT-1 --301G FIRE ALARM GWB/ P-1 P-2 BR-1 CON-S --301H ELEC GWB/ P-1 P-2 BR-1 CON-S --302 COLLOCOTT READING RM GWB/ P-1/ ACT-1 P-2/ WD-1 BW-1 WDF-1/ CPT-1 WT-1303 SPECIAL COLLECTIONS CLASSROOM GWB/ P-1/ ACT-1 GLAZ/ AWP-1/ P-2 BW-1 CPT-1 WT-3/ WT-4 AWP-1 AT ONE WALL304 SC CLASSROOM GWB/ P-1/ ACT-1 GLAZ/ P-2/ STF-1 BW-2 CON-P --304A EXHIBIT PREP GWB/ P-1/ ACT-1 GLAZ/ P-2/ STF-1 BW-2 CON-P --305 SC SECURE STACKS EXP GLAZ/ P-2/ STF-1 BW-2 CON-P --305A VEST EXP GLAZ/ P-2/ STF-1 BW-2 CON-P --305B SC SECURE HALL EXP GLAZ/ P-2/ STF-1 BW-2 CON-P --306 SC STAFF WORKROOM GWB/ P-1 GLAZ/ P-2/ WD-1/ STF-1 BW-1 CRK-1 WT-4307 SPECIAL COLLECTIONS READING ROOM GWB/ P-1 GLAZ/ P-2/ WD-1/ STF-1 BW-1 CRK-1 WT-4307A SC SMALL GROUP ROOM GWB/ P-1 GLAZ/ P-2/ WD-1/ STF-1 BW-1 CRK-1 WT-4307B SC MEETING ROOM GWB/ P-1/ ACT-1 GLAZ/ P-2/ STF-1 BW-2 CON-P --307C CONSULT GWB/ P-1/ ACT-1 GLAZ/ P-2/ STF-1 BW-2 CON-P --307D CONSULT GWB/ P-1/ ACT-1 GLAZ/ P-2/ STF-1 BW-2 CON-P --308 SPECIAL COLLECTIONS ENTRY GWB/ P-1 GLAZ/ P-2/ WD-1/ STF-1 BW-1 CRK-1 WT-4309 DISCOVERY & ACCESS ACT-1 GLAZ/ P-2 BW-1 CPT-1 WT-1309A MEETING ROOM ACT-1 GLAZ/ AWP-1/ P-2 BW-1 CPT-1 --309C INTER LIBRARY LOAN ACT-1 GLAZ/ P-2 BW-1 CPT-1 WT-1309D OFFICE - D&A ACT-1 GLAZ/ P-2 BW-1 CPT-1 WT-1309E OFFICE - D&A ACT-1 GLAZ/ P-2 BW-1 CPT-1 WT-1309F STAFF ROOM GWB/ P-1/ ACT-1 GLAZ/ P-2 BW-1 CRK-1 WT-1309G STORAGE ACT-1 P-2 BW-1 CRK-1 --309H OFFICE - D&A ACT-1 GLAZ/ P-2 BW-1 CPT-1 --309J PHONE (ADA) ACT-1 GLAZ/ P-2 BW-1 CPT-1 --310 OPEN READING ROOM GWB/ P-1 GLAZ/ P-2/ WD-1 BW-1 CRK-1 WT-1310A STORAGE GWB/ P-1 P-2 BR-1 CON-S --310B COLLAB ROOM GWB/ P-1 GLAZ/ AWP-1/ P-2 BW-1 CPT-1 --310C COLLAB ROOM GWB/ P-1 GLAZ/ AWP-1/ P-2 BW-1 CPT-1 --EL301 ELEVATOR 1 MTL-1 MTL-1 MTL-1 RF-1 --EL302 ELEVATOR 2 MTL-1 WD-1 WD-1 WDF-1 --EL303 ELEVATOR 3 MTL-1 WD-1 WD-1 WDF-1 --ST301 STAIR 1 P-1 P-2 BR-1 CON-P --ST302 STAIR 2 P-1 P-2 BR-1 CON-P --T301 WOMEN GWB/ P-1 TW-1/ TW-2 BT-1 TF-1 -- FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1T302 MEN/GN GWB/ P-1 TW-1/ TW-2 BT-1 TF-1 WT-5 FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1LEVEL 4401 ROOFTOP READING ROOM GWB/P-1/ ACT-3 GLAZ/ P-2/ STF-1 BW-1 WDF-1 WT-3401A FIRE ALARM GWB/ P-1 P-2 BR-1 CON-S --401B AV CLOSET GWB/ P-1 P-2 BR-1 CON-S --402 MECHANICAL ROOM GWB/ P-1 P-2 BR-1 CON-S --402B TELECOM GWB/ P-1 P-2 BR-1 CON-S --402C ELEC GWB/ P-1 P-2 BR-1 CON-S --403 CATERING PREP ACT-1 P-1 INT EPY --405 EXTERIOR TERRACE -- -- -- -- -- REFER TO EXTERIOR DRAWINGS406 WOMEN GWB/ P-1 TW-1/ TW-2 BT-1 TF-1 -- FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1407 MEN GWB/ P-1 TW-1/ TW-2 BT-1 TF-1 -- FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1EL402 ELEVATOR 2 MTL-1 WD-1 WD-1 WDF-1 --EL403 ELEVATOR 3 MTL-1 WD-1 WD-1 WDF-1 --ST401 STAIR 1 P-1 P-2 BR-1 CON-P --ST402 STAIR 2 P-1 P-2 BR-1 CON-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 CPT-1 --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 --007 SOUTH ENTRY 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-1 CRK-1 WT-1010A COLLAB ROOM ACT-1 GLAZ/ AWP-1/ P-2 BW-1 CRK-1 --010B PHONE ACT-1 GLAZ/ P-2 BW-1 CPT-1 --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-3 P-2 BW-1 CON-P/ CRK-1 --015A OPEN READING ACT-1/ ACT-3 P-2 BW-1 CON-P/ CRK-1 --EL001 ELEVATOR 1 MTL-1 MTL-1 MTL-1 RF-1 --EL002 ELEVATOR 2 MTL-1 WD-1 WD-1 WDF-1 --EL003 ELEVATOR 3 MTL-1 WD-1 WD-1 WDF-1 --EL004 ELEVATOR 4 MTL-1 MTL-1 MTL-1 RF-1 --ST001 STAIR 1 P-1 P-2 BR-1 CON-P --ST002 STAIR 2 P-1 P-2 BR-1 CON-P --ST003 STAIR 3 (OCULUS) WD-1 P-2 WDF-1 --ST004 STAIR 4 P-1 P-2 BR-1 CON-P --T001 WOMEN GWB/ P-1 TW-1/ TW-2 BT-1 TF-1 -- FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1T002 MEN GWB/ P-1 TW-1/ TW-2 BT-1 TF-1 -- FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1LEVEL 1100 EAST ENTRY GWB/ P-1 P-2/ WD-1 BW-1 WDF-1 --100V EAST VESTIBULE GWB/ P-1 P-2/ WD-1 BW-1 EM-1 --101 MAIN HALL GWB/ P-1 GLAZ/ P-2/ WD-1/ STF-1 BW-1 WDF-1 --101A TELECOM EXP P-2 BR-1 CON-S --101B ELEC. GWB/ P-1 P-2 BR-1 CON-S --101C PRE ACTION GWB/ P-1 P-2 BR-1 CON-S --101D MAIN SERVICE POINT GWB/ P-1 GLAZ/ P-2/ WD-1/ STF-1 BW-1 WDF-1 --101E PHONE ACT-1 GLAZ/ P-2 BW-1 CPT-1 --101F FIRE ALARM GWB/ P-1 P-2 BR-1 CON-S --101G LOCKERS GWB/ P-1 P-2/ WD-1 BW-1 WDF-1 --101H CAFE SEATING GWB/ P-1/ ACT-3 GLAZ/ P-2/ WD-1 BW-1 WDF-1 WT-1102 BROWSING ROOM CLASSROOM GWB/ P-1 P-2/ WD-1 BW-1 WDF-1 WT-3102A AV CL. GWB/ P-1 P-2 BR-1 CON-S --102B STOR ACT-1 P-2 BR-1 CPT-1 --103 CONWAY CENTER GWB/ P-1 P-2/ WD-1 BW-1 WDF-1 WT-3103A CONWAY - SHARED OFFICE GWB/ P-1 P-2 BW-1 CPT-1 WT-1103B CONWAY - OFFICE GWB/ P-1 P-2 BW-1 CPT-1 WT-1103C CONWAY - OFFICE GWB/ P-1 P-2 BW-1 CPT-1 WT-1103D STOR ACT-1 P-2 BR-1 CPT-1 --103E CONWAY - OFFICE GWB/ P-1 P-2 BW-1 CPT-1 --103F CONWAY - OFFICE GWB/ P-1 P-2 BW-1 CPT-1 --103G AV CL. GWB/ P-1 P-2 BW-1 WDF-1 --104 SERVICE POINT SUPPORT GWB/ P-1/ ACT-1 GLAZ/ P-2/ STF-1 BW-2 CON-P --104A OFFICE EXP GLAZ/ P-2/ STF-1 BW-2 CON-P --104B GROUP STUDY EXP GLAZ/ P-2/ STF-1 BW-2 CON-P --105 SC SECURE STACKS EXP GLAZ/ P-2/ STF-1 BW-2 CON-P --105A VEST. GWB/ P-1 STON-1/ GLAZ BW-1 EM-1 --105B SC SECURE HALL EXP GLAZ/ P-2/ STF-1 BW-2 CON-P --106 SC - COLLECTIONS WORKROOM ACT-1 GLAZ/ P-2/ STF-1 BW-1 CRK-1 WT-1106A SC DIGITIZATION EXP GLAZ/ P-2/ STF-1 BW-2 CON-P --106B SC OFFICE EXP GLAZ/ P-2/ STF-1 BW-2 CON-P --106C SC OFFICE EXP GLAZ/ P-2/ STF-1 BW-2 CON-P --106D SC OFFICE ACT-1 GLAZ/ P-2 BW-1 CPT-1 WT-1107 LIBRARY ADMINISTRATION GWB/ P-1 P-2 BW-1 CPT-1 --107A OFFICE ACT-1 GLAZ/ P-2 BW-1 CPT-1 WT-1107B OFFICE ACT-1 GLAZ/ P-2 BW-1 CPT-1 WT-1107C OFFICE - DEAN OF LIBRARIES ACT-1 GLAZ/ P-2 BW-1 CPT-1 WT-1107D OFFICE ACT-1 GLAZ/ P-2 BW-1 CPT-1 --108 NC HUB - TLR AND ACADEMIC SUCCESS GWB/ P-1 GLAZ/ P-2/ WD-1 BW-1 CRK-1 WT-1108A GROUP STUDY ACT-1 GLAZ/ AWP-1/ P-2 BW-1 CPT-1 --108B GROUP STUDY ACT-1 GLAZ/ AWP-1/ P-2 BW-1 CPT-1 --108C SHARED OFFICE ACT-1 GLAZ/ P-2 BW-1 CPT-1 --108D OFFICE ACT-1 GLAZ/ P-2 BW-1 CPT-1 --108E OFFICE ACT-1 GLAZ/ P-2 BW-1 CPT-1 WT-1108F SEMINAR ROOM ACT-1 GLAZ/ AWP-1/ P-2 BW-1 CPT-1 WT-1108G STORAGE/AV EXP P-2 BR-1 CON-S --108H ASSISTIVE TECH ACT-1 GLAZ/ AWP-1/ P-2 BW-1 CPT-1 --108J GROUP STUDY ACT-1 GLAZ/ AWP-1/ P-2 BW-1 CPT-1 --108K PHONE ACT-1 GLAZ/ P-2 BW-1 CPT-1 --109A JANITOR GWB/ P-1 TW-3 BT-2 CON-S -- TILE TO 6'-0" ALL WALLS110A READING ROOM GWB/ P-1/ ACT-3 GLAZ/ P-2/ WD-1 BW-1 WDF-1 WT-1110B CAFE SERVICE ACT-3 TW-2/ P-2/ WD-1 BT-1 WDF-1 WT-1110C CAFE SUPPORT GWB/ P-1 P-2 BR-1 CON-S --111 EXIT PASSAGEWAY GWB/ P-1 P-2 BR-1 CON-S --EL101 ELEVATOR 1 MTL-1 MTL-1 MTL-1 RF-1 --EL102 ELEVATOR 2 MTL-1 WD-1 WD-1 WDF-1 --EL103 ELEVATOR 3 MTL-1 WD-1 WD-1 WDF-1 --ST101 STAIR 1 P-1 P-2 BR-1 CON-P --ST102 STAIR 2 P-1 P-2 BR-1 CON-P --ST103 STAIR 3 WD-1 P-2 WDF-1 --T101 W/GN TOILET ROOM GWB/ P-1 TW-1/ TW-2BT-1 TF-1 -- FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1T102 M/GN TOILET ROOM GWB/ P-1 TW-1/ TW-2BT-1 TF-1 -- FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1T103 M/GN TOILET ROOM GWB/ P-1 TW-1/ TW-2 BT-1 TF-1 WT-5 FULL HEIGHT WALL TILE ALL WALLS,TW-2 LENGTH OF SINK WALL, TYP.COUNTER/SINK: STON-1LEVEL 2201 HALL GWB/ P-1 GLAZ/ P-2/ WD-1 BW-1 WDF-1 --NO. DATE DESCRIPTION
AD3022AD3012AD3011AD30211AD3111AD3112AD3112AD311OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPENTO BELOW184' - 0 1/2"183' - 5 1/2"AD-1AD-1AD-11AD-3AD-11AD-3AD-11AD-20AD-20AD-20AD-5AD-22AD-22AD-22AD-22AD-2AD-11AD-5AD-19AD-19AD-23AD3023AD-511AD-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 6/30/2017As indicated8/8/2017 4:54:24 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_LRoss.rvt4786.000AD10ALEVEL A DEMOLITION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MADEMOLITION PACKAGE - BID 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
UPUPUPUPUPUPUPUPUPAD3022AD3012AD3011AD30211AD3111AD3112AD3112AD311EXISTING STEAM TUNNELRAMP DNEXISTING STEAM TUNNELRAMP DNSTEPS DNAREAWAY BELOWSTEPS DNHALF WALLLINE OFBUILDING ABOVEPNL.PNLFCFCDUMB WAITERRAMP DN.175' - 11"175' - 10"AD-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-201111AD-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 6/30/2017As indicated8/8/2017 4:54:44 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_LRoss.rvt4786.000AD10BLEVEL B DEMOLITION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MADEMOLITION PACKAGE - BID 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
AD3021AD3022AD3011AD30211AD3111AD3112AD3112AD311EXIST. STEAM TUNNEL TO REMAINEXIST. MECH TUNNEL TO ALUMNAE GYMNASIUM TO REMAINABOVEOUTLINE OF CONC PAD, TYPAD-17AD-14AD-12AD-6AD-8AD-9AD-13AD-16AD-1ABOVEAD-1ABOVEAD-2AD-2AD-16AD-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 6/30/2017As indicated8/8/2017 5:06:16 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_LRoss.rvt4786.000AD10CLEVEL C DEMOLITION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MADEMOLITION PACKAGE - BID 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
AD3022AD3012AD3011AD30211AD3111AD3112AD3112AD311192' - 2"191' - 9"AD-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-5AD8001AD3023234AD80067AD-27AD-27AD-28AD800155148AD-261AD-34AD-35AD-361AD-37BROWSING ROOMAD-18AD-401111) 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 6/30/2017As indicated8/8/2017 5:03:25 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_LRoss.rvt4786.000AD101LEVEL 1 DEMOLITION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MADEMOLITION PACKAGE - BID 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
AD3022AD3012AD30111AD3111AD3112AD3112AD311OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWAD-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-21AD8001AD3023234AD80067AD-24AD-24AD-24AD-24AD-24AD-24AD-5AD-5AD800155148AD-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 6/30/2017As indicated8/8/2017 4:55:45 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_LRoss.rvt4786.000AD102LEVEL 2 DEMOLITION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MADEMOLITION PACKAGE - BID 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
AD3022AD3012AD3011AD30211AD3111AD3112AD3112AD311AD-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-19AD3023AD-3311AD-181AD-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 6/30/2017As indicated8/8/2017 4:56:33 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_LRoss.rvt4786.000AD103LEVEL 3 DEMOLITION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MADEMOLITION PACKAGE - BID 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
AD3022AD3012AD3011AD30211AD3111AD3112AD3112AD311OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWAD-1AD-3AD-20AD-20AD-20AD-22AD-2AD-11AD-3AD-20AD-20AD-20AD-22AD-22AD-22AD-19AD-19AD-2AD-2AD-1AD3023AD-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 6/30/2017As indicated8/8/2017 4:56:53 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_LRoss.rvt4786.000AD104LEVEL 4 DEMOLITION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MADEMOLITION PACKAGE - BID 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
AD3022AD3012AD3011AD30211AD3111AD3112AD3112AD311AD-1AD-1AD-3AD-2AD-19AD-19AD-2AD-2AD-4AD-3AD-4AD-3AD-4AD30231) 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 6/30/2017As indicated8/8/2017 4:57:16 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_LRoss.rvt4786.000AD105LEVEL 5 DEMOLITION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MADEMOLITION PACKAGE - BID 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
AD3022AD3012AD3011AD30211AD3111AD3112AD3112AD3117/8" / 1'-0"7/8" / 1'-0"AD-1AD-1AD-3AD-2AD-2AD-2AD-4AD-15AD-15AD-15AD-15AD3023AD-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 6/30/2017As indicated8/8/2017 4:57:27 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_LRoss.rvt4786.000AD106ROOF DEMOLITION PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MADEMOLITION PACKAGE - BID 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 6/30/2017As indicated8/8/2017 5:03:58 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_LRoss.rvt4786.000AD301ELEVATION DEMOLITIONSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MADEMOLITION PACKAGE - BID 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 #11111
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.Existing Level C - North-23' - 11" +/- V.I.F.AD-15AD-5AD-4AD-15AD-4AD-15AD-2AD-24AD-25AD-311AD3111AD311Existing 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-4AD-15AD-11) 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 6/30/2017As indicated8/8/2017 5:06:35 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_LRoss.rvt4786.000AD302ELEVATION DEMOLITIONSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MADEMOLITION PACKAGE - BID SETSCALE 3/32" = 1'-0"LIBRARY NORTH ELEVATION DEMOLITION1SCALE 3/32" = 1'-0"LIBRARY SOUTH 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 3/32" = 1'-0"LIBRARY SOUTH ELEVATION DEMOLITION - 1909 WINDOWS3NO. DATE DESCRIPTION1 8/8/17 DEMOLITION PACKAGE - ADDENDUM #11111
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 6/30/2017As indicated8/8/2017 5:04:34 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_LRoss.rvt4786.000AD311SECTION DEMOLITIONSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MADEMOLITION PACKAGE - BID 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 DESCRIPTION1 8/8/17 DEMOLITION PACKAGE - ADDENDUM #11111
REMOVE, 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 OWNERREMOVE AND SALVAGE WINDOW AND DOOR TRIMREMOVE AND SALVAGE ALL WOOD PANELLING ABOVE CHAIR RAIL HEIGHTREMOVE AND SALVAGE ALL WOOD PANELLING ABOVE CHAIR RAIL HEIGHTREMOVE AND SALVAGE ALL WINDOW TRIMREMOVE AND SALVAGE ALL WOOD PANELLING ABOVE CHAIR RAIL HEIGHTREMOVE AND SALVAGE WOOD FRAME AND ASSOCIATED TRIM REMOVE AND SALVAGE STEEL & GLASS DOOR TO BE REINSTALLEDREMOVE ALL BRONZE GRILLS AND RETURN TO OWNERREMOVE 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 30REMOVE 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.REMOVE AND SALVAGE WOOD FRAME AND ASSOCIATED TRIM REMOVE AND SALVAGE DOOR CASINGREMOVE AND SALVAGE WALL PANELLINGREMOVE AND SALVAGE WOOD FRAME AND ASSOCIATED TRIM REMOVE 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 6/30/2017As indicated8/8/2017 4:59:06 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_LRoss.rvt4786.000AD800INTERIOR DEMOLITIONELEVATIONSSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MADEMOLITION PACKAGE - BID 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 STORAGEL02MECHANICALL01AELECL01BELECL000PEDESTRIANTUNNELFURNITURE/ 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:46:00 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000AF10LLLOWER LEVEL FURNITUREPLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL LL LANDING FURNITURE PLAN1NO. DATE DESCRIPTION
FDFDFDFDFDSOUTHENTRYVESTIBULE007VTLRCLASSROOM011ELEVATOR4EL004DIGITALMEDIAHUB012SCSECURESTACKS003SCSECURESTACKS005MAINHALL001COLLABROOM009BTELECOM001AELEC001BCENTRALSERVICEPOINTSUPPORT004WOMENT001JANITOR012GCOLLABROOM012ECOMPUTERCLASSROOM012D012BMEDIA PRODUCTIONSTUDIOFA. CL001FPREACTION001COPENREADING015AWESTVESTIBULE010VSCSECURECORR.005AELEVATOR1EL001ELEVATOR3EL003TELECOM012CSTAIR 2ST002STAIR 1ST001OFFICE009GSTAFFWORKROOM009COLLABROOM009DOFFICE009COFFICE009AOPENCOLLAB010012AMEDIA PRODUCTIONSTUDIO (SELFSERVE)ELEVATORCONTROLROOM012HSOUTHENTRY007STAIR 3(OCULUS)ST003CENTRALSERVICEPOINT001DBOILERROOM002COLLABROOM012FSOUTHENTRY007OPEN TO ABOVESTAIR 4ST004ELEVATOR2EL002COLLABROOM010AMENT002STORAGE009FOFFICE009ECLOSET011AAV CL.011BSHAFTS004SHAFTS003SHAFTS009CORR006OFFICE009HOFFICE009JOFFICE009KOFFICE009L001EPHONE010BPHONE003AELEVATOR CONTROL001GELECSELF CHECK-OUT MACHINESELF CHECK-OUT MACHINESELF CHECK-OUT MACHINEFURNITURE/ 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:46:33 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000AF100 G1LEVEL G SOUTH FURNITUREPLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL G SOUTH FURNITURE PLAN1NO. DATE DESCRIPTION
DIGITALMEDIAHUB012012BMEDIA PRODUCTIONSTUDIOOPENREADING015A012AMEDIA PRODUCTIONSTUDIO (SELFSERVE)OPEN TO ABOVEMECHANICAL014013SUNKENCOURTYARD015GENERALCOLLECTIONS013SUNKENCOURTYARDSELF CHECK-OUT MACHINEFURNITURE/ 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:46:55 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000AF100 G2LEVEL G NORTH FURNITUREPLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL G NORTH FURNITURE PLAN1NO. DATE DESCRIPTION
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 POINTSELF CHECK-OUT MACHINESELF CHECK-OUT MACHINEFURNITURE/ 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:47:36 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000AF101LEVEL 1 FURNITURE PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL 1 FURNITURE PLAN1NO. DATE DESCRIPTION
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 PLANSSCSECURESTACKS205SCEXHIBIT204TELECOM201AELEC201BFIREALARM201FPREACTION201CSC -TECHNOLOGYWORKROOM206SCOFFICE206DCAVERNO208BNC 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 OFFICES203SHAFTS204SHAFTS207SHAFTS205SHAFTS206SHAFTS201SHAFTS202SHAFT208CPHONE205AVEST201GELECTHE ORIGINAL OF THIS DRAWING IS 36" X 48". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED. TAKE APPROPRIATE PRECAUTIONS ACCORDINGLY.KEY PLANOWNERPROJECTDRAWING TITLESCALEDATEJOB NUMBERDRAWING NUMBERSUBMISSIONSTRUCTURAL ENGINEERM.E.P. AND FIRE PROTECTION ENGINEERCIVIL ENGINEERLANDSCAPE ARCHITECTNitsch Engineering, Inc.R.G. Vanderweil EngineersRyan AssociatesSilman2 Center PlazaSuite 430Boston, 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:48:15 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000AF102LEVEL 2 FURNITURE PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL 2 FURNITURE PLAN1NO. DATE DESCRIPTION
DWFDFDSTAFFROOM309FCOLLABROOM310BSPECIALCOLLECTIONSCLASSROOM303COLLOCOTTREADINGRM302GROUPSTUDY301ECOLLABROOM310CEXHIBITPREP304ATELECOM301AELEC301BCONSULT307DCONSULT307CSCSECURESTACKS305SCCLASSROOM304WOMENT301MEN/GNT302SCMEETINGROOM307BGROUPSTUDY301FFIREALARM301GPREACTION301CSPECIALCOLLECTIONSREADINGROOM307SPECIALCOLLECTIONSENTRY308SCSTAFFWORKROOM306OPENREADINGROOM310OFFICE- D&A309EINTERLIBRARYLOAN309CMEETINGROOM309AOFFICE- D&A309HOFFICE- D&A309DSTORAGE309GSTAIR 3ST103STORAGE310ASTAIR 1ST301ELEVATOR1EL301ELEVATOR3EL303STAIR 2ST302REFRIGERATOR W/ FREEZER, FULL HEIGHTFURNITURE/ 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:48:58 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000AF103LEVEL 3 FURNITURE PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL 3 FURNITURE PLAN1NO. DATE DESCRIPTION
FDFD401ROOFTOP READINGROOM403CATERING PREPST402STAIR 2EL403ELEVATOR 3402BTELECOM402MECHANICAL ROOMST401STAIR 1FURNITURE/ 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:49:13 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000AF104LEVEL 4 FURNITURE PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL 4 FURNITURE PLAN1NO. DATE DESCRIPTION
FDFDFDFDFD232120191817161514131211109829282726252422ADD.9F.3HJA.5J.524.526.6D.7E.1F.1E.5D.4GD.3C.924.328.4D.8FE.713.6CD.1BE.317.815.813.9E.625.520.521.219.215.717.5G.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. ABOVEAWPAWPFINISH 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:50:10 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000AI100 G1LEVEL G FINISH PLAN -SOUTHSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL G FINISH PLAN - SOUTH1NO. DATE DESCRIPTION
121110987632- 1DD.9F.3HJF.9J.52.5D.7E.1F.14E.55D.4G1.7D.3C.9D.8FE.7CD.1BE.3E.6G.6DIGITALMEDIAHUB012OPENREADING015A012AMEDIA PRODUCTIONSTUDIO (SELFSERVE)OPEN TO ABOVE1KD.7E.12.7J.52.5MECHANICAL014015GENERALCOLLECTIONS013SUNKENCOURTYARD015GENERALCOLLECTIONS013SUNKENCOURTYARDALIGN W/ CLG. ABOVEAWPAWPFINISH 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:50:57 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000AI100 G2LEVEL G FINISH PLAN -NORTHSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL G FINISH PLAN - NORTH1NO. DATE DESCRIPTION
FDFDFDFDFDFD232120191817161514131211109829282726252422AHJA.5J.524.526.6D.7E.1F.1GD.3C.924.328.4D.8FE.713.6CBE.317.815.813.9E.625.520.521.219.215.717.5G.6EASTVESTIBULE100VEASTENTRY100SCSECURESTACKS105OFFICE108DLIBRARYADMINISTRATION107OFFICE107D108AGROUP STUDYGROUPSTUDY108JNC HUB- TLRANDACADEMICSUCCESS108SEMINARROOM108FASSISTIVETECH108HMAINHALL101CONWAYCENTER103102BROWSING ROOMCLASSROOMCAFESERVICE110BSERVICEPOINTSUPPORT104W/GNTOILETROOMT101M/GNTOILETROOMT102TELECOM101AELEC.101BCONWAY-SHAREDOFFICE103AFIREALARM101FPREACTION101CREADINGROOM110AELEVATOR2EL102SC -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/AV108GSHAFTS103SHAFTS104SHAFTS107OFFICE104AGROUPSTUDY104BSCSECUREHALL105BOFFICE108ESHAREDOFFICE108COFFICE107BOFFICE107ACONWAY-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 RCPWVWVWVWVWVWVWVWVWVFINISH 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:51:27 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000AI101LEVEL 1 FINISH PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL 1 FINISH PLAN1NO. DATE DESCRIPTION
CFD232120191817161514131211109829282726252422ADHJA.5J.524.526.6D.7E.1F.1GD.3C.924.328.4D.8FE.713.6CBE.317.815.813.9E.625.520.521.219.215.717.5G.6OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWSCSECURESTACKS205204SC EXHIBITTELECOM201AELEC201BFIREALARM201FPREACTION201CSC -TECHNOLOGYWORKROOM206SCOFFICE206D208BCAVERNONC 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 RCPWVWVOPEN TO ABOVE AND BELOWPLPLPLPLAT FACE OF SOFFIT BEHIND GLASSWVWVWVWVWVWVWVWVWVWVWVAT FACE OF SOFFITFINISH 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:53:06 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000AI102LEVEL 2 FINISH PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL 2 FINISH PLAN1NO. DATE DESCRIPTION
DWFDFD232120191817161514131211109829282726252422ADHJA.5J.524.526.6D.7E.1F.1GD.3C.924.328.4D.8FE.713.6CBE.317.815.813.9E.625.520.521.219.215.717.5G.6STAFFROOM309FCOLLABROOM310BSPECIALCOLLECTIONSCLASSROOM303GROUPSTUDY301ECOLLABROOM310CEXHIBITPREP304ATELECOM301AELEC301BCONSULT307DCONSULT307CSCSECURESTACKS305SCCLASSROOM304WOMENT301MEN/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 RCPPLPLPLWVWVWVWVWVWVWVAWPFINISH 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:53:42 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000AI103LEVEL 3 FINISH PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 1/8" = 1'-0"LEVEL 3 FINISH PLAN1NO. DATE DESCRIPTION
FDFD232120191817161514131211109829282726252422ADHJGD.3C.924.328.4D.8FE.713.6CBE.317.815.813.9E.625.520.521.219.215.717.5G.6ROOFTOPREADINGROOM401EXTERIORTERRACE405TELECOM402BCATERINGPREP403MECHANICALROOM402STAIR 2ST402STAIR 1ST401ELEVATOR3EL403EL402ELEVATOR 2K26.527.127.325.7D.7E.125.324.5F.9J.5A.526.6SEE EXT. PLANSFINISH 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 02/28/2018AV/IT CONSULTANTThe Sextant Group244 MADISON AVENUE, SUITE 311NEW YORK, NY 10016As indicated2/28/2018 5:54:01 PMC:\2017 Revit Locals\4786_SNL_ARCH_CENTRAL_v2017_GJimmie.rvt4786.000AI104LEVEL 4 FINISH PLANSMITH NEILSON LIBRARYSMITH COLLEGESMITH NEILSON LIBRARYNORTHAMPTON, MAPACKAGE #4 - CONSTRUCTIONDOCUMENTSSCALE 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"2/27/2018 8:49:14 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS001
02/28/2018
STRUCTURAL GENERAL
NOTES
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
PACKAGE #4 - CONSTRUCTION
DOCUMENTS
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)
26.5.3-26.5.5
INSPECTION 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: 26.6.4
INSPECT 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, 26.6.1-26.6.3
INSPECTION 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 TAB LE 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)
FOOR 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 ELEVATION
T.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-#
CANTILEVER
CANT.
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
2/27/2018 8:49:18 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS002
02/28/2018
LEGENDS AND DESIGN
PARAMETER TABLE
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
PACKAGE #4 - CONSTRUCTION
DOCUMENTS
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+4 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
4" NWC NONSTRUCTURAL SLAB
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.
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-1 3' - 0" #6@8" O.C. #6@8" O.C. #6@8" O.C. #6@8" O.C.
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
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
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
2/27/2018 8:49:25 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS003
02/28/2018
LIVE LOADING DIAGRAMS
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
PACKAGE #4 - CONSTRUCTION
DOCUMENTS
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
30
AG-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
10' - 2"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"6' - 2 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"5' - 8 3/4"14' - 3 3/8"6' - 1"3' - 6 5/8"9' - 6 1/8"10' - 3 1/4"4' - 10 1/2"12' - 0"4' - 9 7/8"3' - 1"11' - 1 1/8"11' - 6 1/4"
1' - 11 5/8"2' - 2 5/8"
15' - 2 1/8"4' - 2 3/8"
11"18' - 6 3/4"10' - 4 7/8"9' - 3 5/8"1' - 5 1/4"2 5/8"2"5' - 3"2' - 9"5' - 2 1/8"4' - 0 7/8"1' - 11 7/8"5' - 4 1/4"4' - 7 7/8"2' - 10 1/8"9' - 1 7/8"1' - 4 3/8"4' - 8 3/4"1' - 4"4 1/2"10' - 10 1/4"1' - 10"12' - 1 7/8"26' - 3 3/8"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 15.821.2 19.2 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
E.66' - 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°4 7 .0 0 °
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
W1
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' - 9"
MF-1
PC-2D(T)
[170' - 9"]
PC-2(T)
[170' - 9"]
2'-0"x2'-0"x2'-0"
SUMP PIT
W12
W12W12W12
PC-2
[170' - 11"]
MF-1
170' - 11"
2'-0"x2'-0"x2'-0"
SUMP PIT
12
13
14
26.6
D.7
E.1
MF-6
44
PC-2D
[163' - 7"]
PC-2A
[163' - 11"]
PC-2A
[163' - 11"]
PC-2A
[163' - 11"]
PC-2D
[163' - 7"]
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
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"2/27/2018 8:49:30 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS10LL
02/28/2018
LEVEL LL PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
PACKAGE #4 - CONSTRUCTION
DOCUMENTS
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
LEVEL LL 158' - 11"
T.O.S. LEVEL G 174' - 5"
LEVEL G 175' - 11"
SOUTH ENTRY 177' - 6"
T.O.S. LEVEL 1 (AT 6.5" SLAB) 185' - 11"
T.O.S. LEVEL G.5 187' - 5 3/4"
LEVEL G.5 188' - 0"
T.O.S. LEVEL 1 191' - 6 3/4"
T.O. SLAB LEVEL 1 192' - 1"
T.O.S. LEVEL 2 202' - 6 3/4"
T.O. SLAV LEVEL 2 203' - 1"
T.O.S. LEVEL 3 213' - 6 3/4"
T.O. SLAB LEVEL 3 214' - 1"
T.O.S. THROAT ROOF 224' - 1 3/4"
T.O. SLAB THROAT ROOF 224' - 8"
T.O.S. LEVEL 4 227' - 7 3/4"
T.O.S. JEWEL BOX ROOF 228' - 0"
LEVEL 4 228' - 2"
JEWEL BOX ROOF 228' - 3"
T.O.S. ROOF (HP) 241' - 8 1/2"
ROOF (HP) 241' - 11 1/2"
T.O.S. DOG HOUSE ROOF 248' - 3 1/2"
1
2
2
2
2
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS
30 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
MATCH LINESEE /1S100-G2MATCH LINESEE /1S100-G2PC-2
[175' - 3"]PC-2
[175' - 3"]
PC-2
[175' - 3"]
PC-2
[175' - 3"]
PC-2
[170' - 11"]
PC-2
[175' - 3"]
G
D.3
C.9
24.328.4
D.8
E
F
E.7
D.1
13.6
18' - 6 3/4"10' - 4 7/8"9' - 3 5/8"1' - 5 1/4"2 5/8"2"5' - 3"1' - 4"1' - 5"5' - 2 1/8"3' - 6 5/8"6 1/4"1' - 11 7/8"5' - 4 1/4"4' - 7 7/8"2' - 10 1/8"9' - 1 7/8"1' - 4 3/8"4' - 8 3/4"1' - 4"4 1/2"10' - 10 1/4"1' - 10"12' - 1 7/8"26' - 3 3/8"17.5
C
E.3
S201
2
25.5 20.5 15.8
S201
3
S202
2
21.2 19.2 17.8 15.7 13.9
PC-2
[175' - 3"]
S202
1
S201
1
10' - 2"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"6' - 2 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"5' - 8 3/4"14' - 3 3/8"6' - 1"3' - 6 5/8"9' - 6 1/8"10' - 3 1/4"4' - 10 1/2"12' - 0"4' - 9 7/8"3' - 1"11' - 1 1/8"11' - 6 1/4"
1' - 11 5/8"2' - 2 5/8"
15' - 2 1/8"4' - 2 3/8"
11"
12' - 9"18' - 1 3/8"5' - 9"11' - 8"5' - 9"13' - 9 3/4"10' - 9 7/8"
175' - 9"
PC-2D
[175' - 3"]
PC-2
[175' - 9"]
PC-2
[175' - 9"]
LOW POINT
HIGH POINT
HIGH POINT
LOW POINT
W2W4
W3
PC-2
[175' - 3"]
PC-2D
[175' - 3"]
PC-2C
[175' - 3"]
PC-2
[175' - 3"]
W12
W12 W12 MF-3S202
5
[No Slope]
3" / 12"
27.3 27.1 25.7 25.326.5
E.6
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
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
W1
2
W12(E) W1
(E) W1
(E) W1(E) W1(E) W1175' - 10"
8
S300
TYP. WHERE MAT SLAB
DOES NOT PROJECT INTO
WALL
TYP. WHERE MAT SLAB
PROJECTS INTO WALL
1
S301
TYP. 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 (13)#8T8
S301
MF-2 174' - 10"
MF-2
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 .0 0 °
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"]
MF-6
[-16' - 5"]
PC-2
[175' - 7"]
PC-4(T)
[175' - 7"]
PC-3(T)
[175' - 9"]
PC-4(T)
[175' - 7"]
(1)#8B
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
W12W12W12
W12W12W12
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
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"2/27/2018 8:49:35 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS100-G1
02/28/2018
LEVEL G-1 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
PACKAGE #4 - CONSTRUCTION
DOCUMENTS
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
LEVEL LL 158' - 11"
T.O.S. LEVEL G 174' - 5"
LEVEL G 175' - 11"
SOUTH ENTRY 177' - 6"
T.O.S. LEVEL 1 (AT 6.5" SLAB) 185' - 11"
T.O.S. LEVEL G.5 187' - 5 3/4"
LEVEL G.5 188' - 0"
T.O.S. LEVEL 1 191' - 6 3/4"
T.O. SLAB LEVEL 1 192' - 1"
T.O.S. LEVEL 2 202' - 6 3/4"
T.O. SLAV LEVEL 2 203' - 1"
T.O.S. LEVEL 3 213' - 6 3/4"
T.O. SLAB LEVEL 3 214' - 1"
T.O.S. THROAT ROOF 224' - 1 3/4"
T.O. SLAB THROAT ROOF 224' - 8"
T.O.S. LEVEL 4 227' - 7 3/4"
T.O.S. JEWEL BOX ROOF 228' - 0"
LEVEL 4 228' - 2"
JEWEL BOX ROOF 228' - 3"
T.O.S. ROOF (HP) 241' - 8 1/2"
ROOF (HP) 241' - 11 1/2"
T.O.S. DOG HOUSE ROOF 248' - 3 1/2"
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
7 6 5 4 3 2
D
J
K
B
- 18
D.4
D.9
E.5
F.3
H
MATCH LINESEE /1S100-G1MATCH LINESEE /1S100-G112' - 0"12' - 0"12' - 0"7' - 0"10' - 4 1/4"6' - 0"4' - 10 1/4"11' - 9 1/8"7' - 2"17' - 7"11' - 5"
G
1.7
D.3
C.9
D.8
E
F
E.7
D.1
C
E.3
W3 W3W3
174' - 10"
W2
MF-2
MF-2
E.6
1
W3
W3W3
G.6
F.9
J.5
2.7 2.5
W3MF-2A
175' - 4"
(E) W1
(E) W1(E) W1
18' - 6 3/4"10' - 4 7/8"9' - 3 5/8"1' - 5 1/4"2 5/8"2"5' - 3"2' - 9"5' - 2 1/8"3' - 6 5/8"6 1/4"1' - 11 7/8"5' - 4 1/4"4' - 7 7/8"2' - 10 1/8"9' - 1 7/8"1' - 4 3/8"4' - 8 3/4"1' - 4"4 1/2"10' - 10 1/4"1' - 10"6
S301
5
S301
5
S301
5
S301
5
S301
MF-2A
174' - 10"
MF-2
8
S301
8
S301 (2) #8 B8' - 0"(1) #8 B(1) #8 T
D.7
E.1
24
25 26 26
F.1
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"2/27/2018 8:49:38 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS100-G2
02/28/2018
LEVEL G-2 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
PACKAGE #4 - CONSTRUCTION
DOCUMENTS
SILMAN #4786.0004786.000
1/8" = 1'-0"S100-G2
1 LEVEL G - 2
LEVEL SCHEDULE
NAME ELEVATION
LEVEL LL 158' - 11"
T.O.S. LEVEL G 174' - 5"
LEVEL G 175' - 11"
SOUTH ENTRY 177' - 6"
T.O.S. LEVEL 1 (AT 6.5" SLAB) 185' - 11"
T.O.S. LEVEL G.5 187' - 5 3/4"
LEVEL G.5 188' - 0"
T.O.S. LEVEL 1 191' - 6 3/4"
T.O. SLAB LEVEL 1 192' - 1"
T.O.S. LEVEL 2 202' - 6 3/4"
T.O. SLAV LEVEL 2 203' - 1"
T.O.S. LEVEL 3 213' - 6 3/4"
T.O. SLAB LEVEL 3 214' - 1"
T.O.S. THROAT ROOF 224' - 1 3/4"
T.O. SLAB THROAT ROOF 224' - 8"
T.O.S. LEVEL 4 227' - 7 3/4"
T.O.S. JEWEL BOX ROOF 228' - 0"
LEVEL 4 228' - 2"
JEWEL BOX ROOF 228' - 3"
T.O.S. ROOF (HP) 241' - 8 1/2"
ROOF (HP) 241' - 11 1/2"
T.O.S. 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
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
30 23 21 20 19 18 17 16 15 14 13 12 11 1029282726252422
A
D
J
K
B
8
9
D.4
D.9
E.5
F.3
H
MATCH LINESEE /1S101-2MATCH LINESEE /1S101-2W21x68 [16]
L6x4x3/8 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]W27x178W12x19W12x19W8x15W12x19W10x19W16x26 [24] HIW18x40 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
W10x19
W21x62W8x18 [14]W21x62W21x62W21x62W21x62W21x62W21x62W8x21 [12]W21x62W21x62W21x62W21x62W8x21 [12]W8x21 [12]W8x15W12x19W12x19W12x19W12x19W24x62
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 kW8x18W10x30 [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
W27x84W27x84W27x84W24x84W27x84
S201
3
S202
2
W16x26 [22]
W16x26
W27x84 [52]W27x178 [52]21.2 19.2 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
W4W2
W3W8x15W12x65 [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"0" / 12"0" / 12"S7.5+4
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-3
BP-3BP-3BP-3 30 k31 kW10x39 [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] LO< 187' - 5 3/4" >W8x35 LO< 187' - 5 3/4" >W12x19W30x90
BP-4
BP-4
BP-4
L6x4x3/8L6x4x3/8T.O.WALL EL.
SEE ARCH. DWGS.HIGH POINT
189' - 6"
CANT.CANT.27.3 27.1 25.7 25.326.5
E.6
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 k36 kW8x21 [12]35 k33 kW8x21 [12]33 k35 kW8x21 [12]35 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"1/2" / 12"1/2" / 12"G.6
A.5
F.9
J.5
24.5
W12x26 W12x40W12x19 [17]W12x19 [17]W12x40W12x19 W8x15 [14]W10x19W14x26 [24]W14x26 [24]W14x26 [24]BP-4 BP-4BP-4
W8x24S6.25W12x19W12x19W12x19W12x19W12x19W12x19W12x1918' - 6 3/4"10' - 4 7/8"9' - 3 5/8"1' - 5 1/4"2 5/8"2"5' - 3"2' - 9"5' - 2 1/8"3' - 6 5/8"6 1/4"1' - 11 7/8"5' - 4 1/4"4' - 7 7/8"2' - 10 1/8"9' - 1 7/8"1' - 4 3/8"4' - 8 3/4"1' - 4"4 1/2"10' - 10 1/4"1' - 10"12' - 1 7/8"26' - 3 3/8"10' - 2"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"6' - 2 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"5' - 8 3/4"14' - 3 3/8"6' - 1"3' - 6 5/8"9' - 6 1/8"10' - 3 1/4"4' - 10 1/2"12' - 0"4' - 9 7/8"3' - 1"11' - 1 1/8"11' - 6 1/4"
1' - 11 5/8"2' - 2 5/8"
15' - 2 1/8"4' - 2 3/8"
11"
12' - 9"18' - 1 3/8"5' - 9"11' - 8"5' - 9"13' - 9 3/4"W18x35 [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
W1 2 x1 9 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
5
S301
188' - 0"
1
S301
8
S300
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 x1 0 3
W24x10 3W24x103 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 kW10x49 [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
W10x19 W8x157
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" >W12x19< 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" >W18x40< 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" >
W10x19
< 187' - 5 3/4" >W12x35< 187' - 5 3/4" >W12x35
< 187' - 5 3/4" >
W12x35
< 187' - 5 3/4" >
W10x19 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" >
W10x19
< 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
S6.25+2
S6.25S6.25
F.1
W24x68
45
4545
45 45
45 45
45
S6.25
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.6
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
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"2/27/2018 8:49:44 AMC:\Users\tan\Documents\16546-S17-CENTRAL_tanD2VMJ.rvtS101-1
02/28/2018
LEVEL 1-1 PLAN
SMITH NEILSON LIBRARY
SMITH COLLEGE
SMITH NEILSON LIBRARYNORTHAMPTON, MA
PACKAGE #4 - CONSTRUCTION
DOCUMENTS
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
LEVEL LL 158' - 11"
T.O.S. LEVEL G 174' - 5"
LEVEL G 175' - 11"
SOUTH ENTRY 177' - 6"
T.O.S. LEVEL 1 (AT 6.5" SLAB) 185' - 11"
T.O.S. LEVEL G.5 187' - 5 3/4"
LEVEL G.5 188' - 0"
T.O.S. LEVEL 1 191' - 6 3/4"
T.O. SLAB LEVEL 1 192' - 1"
T.O.S. LEVEL 2 202' - 6 3/4"
T.O. SLAV LEVEL 2 203' - 1"
T.O.S. LEVEL 3 213' - 6 3/4"
T.O. SLAB LEVEL 3 214' - 1"
T.O.S. THROAT ROOF 224' - 1 3/4"
T.O. SLAB THROAT ROOF 224' - 8"
T.O.S. LEVEL 4 227' - 7 3/4"
T.O.S. JEWEL BOX ROOF 228' - 0"
LEVEL 4 228' - 2"
JEWEL BOX ROOF 228' - 3"
T.O.S. ROOF (HP) 241' - 8 1/2"
ROOF (HP) 241' - 11 1/2"
T.O.S. 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
NO. DATE DESCRIPTION
1 2.9.18 PACKAGE 3 - ADDENDUM 2
2 2.28.18 PACKAGE 4 - CONSTRUCTION DOCUMENTS