10 Hawley Street - REVISED PERMIT SET - 00 -CombinedBRIDGE STHAWLEY STPHILIPS PL.BUTLER PL.M A R K E T S T
MAIN STP LE A S A N T ST / R T 5STRONG AVE10 HAWLEY STc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20DescriptionDateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:43:44 PM1 1/2" = 1'-0"11/10/20ABCOVER SHEETG1.010 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT19054HAWLEY STREET TOWNHOUSESMECHANICAL ENGINEERT.J. CONWAY26 Progress Ave. Springfield, MA 01104413.732.5131BUILDINGS A & B -NORTHAMPTON, MASSACHUSETTSDRAWING LISTSHEETNUMBERSHEET NAMEFP0.0 FIRE PROTECTION LEGEND AND DETAILSFP0.1 FIRE PROTECTION SPECIFICATIONSFP1.0 BUILDING B - FIRE PROTECTION GROUND FLOOR PLANFP1.1 BUILDING B - FIRE PROTECTION FIRST FLOOR PLANFP1.2 BUILDING B - FIRE PROTECTION SECOND FLOOR PLANFP1.3 BLDG B - FIRE PROTECTION GROUND FLOOR PLANFP1.4 BLDG B - FIRE PROTECTION FIRST FLOOR UPGRADEFP1.5 BLDG B - FIRE PROTECTION SECOND FLOOR UPGRADEP0.0 PLUMBING LEGEND AND DETAILSP0.1 PLUMBING SPECIFICATIONSP1.0 BLDG B - PLUMBING GROUND FLOOR PLANP1.1 BLDG B - PLUMBING FIRST FLOOR PLANP1.2 BLDG B - PLUMBING SECOND FLOOR PLANP1.3 BLDG B - PLUMBING GROUND FLOOR UPGRADEP1.4 BLDG B - PLUMBING FIRST FLOOR UPGRADEP1.5 BLDG B - PLUMBING SECOND FLOOR UPGRADEH0.0 HVAC LEGEND & DETAILSH0.1 HVAC SPECIFICATIONSH1.0 HVAC GROUND FLOOR PLANH1.1 HVAC FIRST FLOOR PLANH1.2 HVAC SECOND FLOOR PLANH1.3 BLDG B - HVAC GROUND FLOOR UPGRADEH1.4 BLDG B - HVAC FIRST FLOOR UPGRADEH1.5 BLDG B - HVAC SECOND FLOOR UPGRADEES1.0 ELECTRICAL SITE PLANE0.0 ELECTRICAL LEGEND & DETAILSE0.1 ELECTRICAL SPECIFICATIONSEL1.0 BLDG B - LIGHTING GROUND FLOOR PLANEL1.1 BLDG B - LIGHTING FIRST FLOOR PLANEL1.2 BLDG B - LIGHTING SECOND FLOOR PLANEL1.3 BLDG B - LIGHTING GROUND FLOOR PLAN UPGRADEEL1.4 BLDG B - LIGHTING FIRST FLOOR PLAN UPGRADEEL1.5 BLDG B - LIGHTING SECOND FLOOR PLAN UPGRADEEP1.0 BLDG B - POWER GROUND FLOOR PLANEP1.1 BLDG B - POWER FIRST FLOOR PLANEP1.2 BLDG B - POWER SECOND FLOOR PLANEP1.3 BLDG B - POWER GROUND FLOOR PLAN UPGRADEEP1.4 BLDG B - POWER FIRST FLOOR PLAN UPGRADEEP1.5 BLDG B - POWER SECOND FLOOR PLAN UPGRADEDRAWING LISTSHEETNUMBERSHEET NAMEG1.0 COVER SHEETG1.1 CODE REVIEWC0 CIVIL COVER SHEETC-1 LEGEND, ABBREVIATIONS AND GENERAL NOTESC-2 DEMOLITION PLANC-3 LAYOUT AND MATERIALS PLANC-4 ROADWAY ALIGNMENT AND SETBACKS PLANC-5 GRADING AND DRAINAGE PLANC-6 UTILITY PLANC-7 EROSION AND SEDIMENT CONTROL PLANC-8 DETAILSC-9 DETAILSC-10 DETAILSC-11 DETAILSC-12 DETAILSC-13 DETAILSL-100 PLANTING PLANL-200 TYP. CORRIDOR PLANTINGL-201 TYP. PATIO PLANTINGS1.1A FOUNDATION PLAN - BLDG AS1.1B FOUNDATION PLAN - BLDG BS1.2 FOUNDATION / GROUND LEVEL SECTIONSS1.3 TYPICAL FOUNDATION / GROUND LEVEL SECTIONS & DETAILSS2.1 FIRST FLOOR FRAMING PLANS2.2 ENLARGED STAIR FRAMING PLANSS2.3 FIRST FLOOR FRAMING SECTIONSS3.1 SECOND FLOOR FRAMING PLANS3.2 SECOND FLOOR FRAMING SECTIONSS4.1 ROOF FRAMING SECTIONSS5.1 1ST 2ND & ROOF FRAMING PLAN BLDG AS6.1 TYPICAL FRAMING DETAILS BLDG BS6.2 TYPICAL FRAMING DETAILS BLDG BS7.1 TRUSS ELEVATIONSA0.0 KEY PLANA0.1 KEY ELEVATIONS BUILDINGS A & BA1.0 BLDG B - GROUND FLOOR PLANA1.1 BLDG B - FIRST FLOOR PLANA1.2 BLDG B - SECOND FLOOR PLANA1.4 BLDG A, UNIT TYPE E - WEST UNIT PLANSA1.5 BLDG A & B - ROOF PLANA2.1 BLDG A & B - NORTH ELEVATIONA2.2 BLDG A & B - REAR ELEVATIONA2.3 BLDG A / B - SIDE ELEVATIONSA2.4 BUILDING A - HAWLEY STREET ELEVATIONA3.1 BLDG B - BUILDING SECTIONSA4.1 ENLARGED KITCHEN PLANS & ELEVATIONSA4.2 ENLARGED BATHROOM PLANS & ELEVATIONS UNIT TYPES A, D, & EA4.3 ENLARGED BATHROOM PLANS & ELEVATIONS UNITS TYPES B & CA4.4 INTERIOR ELEVATIONS UNIT TYPES A, D, & E FIRST FLOORA4.5 INTERIOR ELEVATIONS UNIT TYPES A, D, & E SECOND FLOORA4.6 INTERIOR ELEVATIONS UNIT TYPES B & C FIRST AND SECOND FLOORSA4.7 UPGRADE PLANS & ELEVATIONSA5.1 DETAILS - STAIRSA5.2 DETAILS - DEMISING WALLSA5.3 DETAILS - EXT. WALLA5.4 DETAILS - EXT. SHEAR WALLA5.5 DETAILS - ROOFA5.6 EXT DETAILS - PENT ROOFA5.7 EXT DETAILS - BALCONYA5.8 EXT DETAILS - SCREEN & RAILINGA5.9 EXT DETAILS - PERGOLAA6.1 DOOR & WINDOW SCHEDULESA6.2 ROOM SCHEDULESA7.0 BLDG A & B - GROUND FLOOR REFLECTED CEILING PLANA7.1 BLDG A & B - FIRST FLOOR REFLECTED CEILING PLANA7.2 BLDG B - SECOND FLOOR REFLECTED CEILING PLANOWNERO'CONNELL DEVELOPMENT GROUP800 Kelly Way Holyoke, MA 01040413.534.0243CONSTRUCTION MANAGERWESTERN BUILDERS73 Pleasant St. Granby, MA 01033413.467.9171CIVIL ENGINEERVHB1 Federal Street, building 103-3N Springfield, MA 01105413.747.7113STRUCTURAL ENGINEERJOHNSON STRUCTURAL ENGINEERING, INC.101 Huntoon Memorial Hwy. Rochale, MA 01543508.892.4884ENERGY CONSULTANTCENTER FOR ECOTECHNOLOGY320 Riversied Dr., Suite 1A Northampton, MA 01062413.586.7350LANDSCAPE ARCHITECTGREYLOCK DESIGN ASSOCIATES4 Lime Kiln Road Lenox, MA 01240413.637.8366ARCHITECTS LIMITED SCOPE OF SERVICESTHE ARCHITECT'S SCOPE OF SERVICES FOR THIS PROJECT IS LIMITED TO THE DESIGN OF THE BUILDING ENVELOPE AND INTERIOR LAYOUT. THIS DRAWING SET ILLUSTRATES A DESIGN WHICH HAS LIMITED FIELD-VERIFICATION. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORS TO FIELD VERIFY ALL EXISTING AND PROPOSED CONDITIONS INCLUDED IN THIS DOCUMENT. THESE CONDITIONS INCLUDE, BUT ARE NOT LIMITED TO, ALL DIMENSIONS, EXISTING CONDITIONS, SITE CONDITIONS, AND ANY EXISTING OR NEW CONFLICTS. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CONFLICTS, DISCREPANCIES, OR ERRORS PRIOR TO CONSTRUCTION SO THAT THEY MAY BE RESOLVED.THE OWNER/TENANT HAS CONTRACTED SEPARATELY WITH THE GENERAL CONTRACTOR FOR THE DESIGN OF THE FOLLOWING COMPONENTS OR SYSTEMS, OVER WHICH THE ARCHITECT HAS HAD NO AUTHORITY AND ACCEPTS NO RESPONSIBILITY:• SITE AND CIVIL DESIGN• PLUMBING• FIRE PROTECTION• HEATING, VENTILATING AND AIR CONDITIONING• ELECTRICAL, INCLUDING POWER, EXIT SIGNS, EMERGENCY LIGHTS AND ALARM SYSTEMS.• INTERIOR DESIGN FIXTURES, CABINETS, FINISHES AND FURNITURE.THE OWNER/TENANT AND CONTRACTOR ACKNOWLEDGES THAT THE ARCHITECT WILL HAVE NO DIRECT CONTROL OVER SUCH WORK. DESIGN OF THESE SYSTEMS; COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO THE BUILDING CODE, ENERGY CODE, ACCESSIBILITY CODES, MECHANICAL, PLUMBING AND ELECTRICAL CODES; AND COORDINATION OF THE WORK WITH OTHER TRADES; AND ALL NECESSARY PERMITS, INSPECTIONS AND APPROVALS SHALL BE THE RESPONSIBILITY OF THE DESIGN-BUILD SUBCONTRACTORS AND THE GENERAL CONTRACTOR.DRAWINGS FOR THESE TRADES HAVE BEEN INCLUDED IN THIS PACKAGE FOR CONVENIENCE BUT NOT INCLUDED IN THE ARCHITECT'S CONTRACT FOR THIS PROJECT.GENERAL NOTES:G-1. ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD BY GC AND SUB CONTRACTORS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORS TO FIELD VERIFY ALL EXISTING AND PROPOSED CONDITIONS INCLUDED IN THIS DOCUMENT. THESE CONDITIONS INCLUDE, BUT ARE NOT LIMITED TO, ALL DIMENSIONS, EXISTING CONDITIONS, SITE CONDITIONS, AND ANY EXISTING OR NEW CONFLICTS. THE GC SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS, DISCREPANCIES, OR ERRORS PRIOR TO CONSTRUCTION SO THAT THEY MAY BE RESOLVED. G-2. ALL DESIGN/BUILD CONTRACTORS TO HAVE WORK COORDINATED BY GENERAL CONTRACTOR (GC).G-3. GC TO COORDINATE THE WORK OF THE SITE CONTRACTOR WITH THE WORK OF ALL OTHER TRADES.MECHANICAL NOTES:M-1. DESIGN OF HVAC SYSTEMS TO BE PROVIDED BY DESIGN/BUILD CONTRACTOR. DRAWING AND SUBMISSION REQUIREMENTS TO BE REVIEWED AND CONFIRMED WITH THE BUILDING COMMISSIONER.M-2. FINAL LOCATION OF ALL EQUIPMENT TO BE CONFIRMED WITH ARCHITECT AND OWNER PRIOR TO ORDERING EQUIPMENT OR CONSTRUCTION. M-3. LOCATION OF EXTERIOR HVAC EQUIPMENT TO BE CONFIRMED WITH ARCHITECT AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.ELECTRICAL NOTES:E-1. DESIGN OF ALL ELECTRICAL AND LIGHTING SYSTEMS TO BE PROVIDED BY THE DESIGN/BUILD CONTRACTOR. DRAWING AND SUBMISSION REQUIREMENTS TO BE REVIEWED AND CONFIRMED WITH THE BUILDING COMMISSIONER.E-2. ELECTRICAL CONTRACTOR TO COORDINATE WITH OWNER ON ELECTRICAL REQUIREMENTS AND LOCATION OF ALL EQUIPMENT IN BUILDING. EQUIPMENT SHOWN ON THIS DRAWING MAY NOT REFLECT FINAL EQUIPMENT SPECS OR LOCATIONS. ALL EQUIPMENT SPECS TO BE CONFIRMED WITH OWNER PRIOR TO CONSTRUCTION.E-3. SEE SITE PLAN REVIEW (SPR) DRAWINGS AND SPECS BY LANDSCAPE ARCHITECT/CIVIL ENGINEER FOR ALL SITE RELATED ELECTRICAL REQUIREMENTS.E-4. PROVIDE ALL NECESSARY POWER AND SWITCHING TO SITE AND BUILDING.PLUMBING NOTES:P-1. DESIGN OF ALL PLUMBING SYSTEMS TO BE PROVIDED BY THE DESIGN/BUILD CONTRACTOR. DRAWING AND SUBMISSION REQUIREMENTS TO BE REVIEWED AND CONFIRMED WITH THE BUILDING COMMISSIONER.P-2. ALL PLUMBING FIXTURES SHOWN FOR GENERAL TYPE AND LOCATION ONLY. FINAL PLUMBING FIXTURE SELECTION TO BE REVIEWED AND APPROVED BY OWNER.P-3. SEE SITE AND UTILITY DRAWINGS AND SPECS FOR LOCATION AND DETAILS OF WATER SERVICE, SANITARY SEWER, AND DRAINAGE.P-4. CONFIRM OUTDOOR SPIGOT LOCATION, QUANTITY, AND TYPE WITH OWNER.FIRE PROTECTION NOTES:FP-1. DESIGN OF ALL FIRE PROTECTION SYSTEMS TO BE PROVIDED BY THE DESIGN/BUILD CONTRACTOR. DRAWING AND SUBMISSION REQUIREMENTS TO BE REVIEWED AND CONFIRMED WITH THE BUILDING COMMISSIONER.FP-2. SEE SITE AND UTILITY DRAWINGS AND SPECS FOR LOCATION AND DETAILS OF WATER SERVICE.FP-3. FIRE ALARM NARRATIVE TO BE PROVIDED BY DESIGN/BUILD CONTRACTOR.REVISED PERMIT SET -NOVEMBER 10, 2020SOUTH RENDERED ELEVATION1 1/2" = 1'-0"AREA MAPD2INTERIOR DESIGNERCHAMPIGNY HOME DESIGN413.330.5584
GARAGE001CENTRY002CGARAGE101DFLEX SPACE003CFLEX SPACE003DFLEX SPACE006BGARAGE001BENTRY002BHALL003BFLEX SPACE003AGARAGE001AHALL003CDINING102CDINING103DKITCHEN102DLIVING ROOM101DLIVING ROOM101CKITCHEN103CLIVING ROOM101BKITCHEN103BDINING102BLIVING ROOM101AKITCHEN102ADINING103ASEPARATION BETWEEN TOWN HOUSES:-1 HOUR FIRE-RESISANCE-RATED, PER R302.2-ACCOUSTICALLY SEPERATED (STC 45), PER APPENDIX K OF 2015 IRC FIRE SEPERATION DISTANCE LINE5' - 1 1/4" PROVIDED TO FINISH FACEDISTANCE BETWEEN BUILDINGS:- 5'-0" REQUIRED MINIMUM TO FIRE SEPERATION LINE WHERE BUILDINGS ARE CONNECTED SEE NOTE ON DIST.5' - 1 1/4"FIRE SEPERATION DISTANCE LINE2' - 0" MAX PROJECTION2 HOUR RATED SPRINKLER ROOMM. BEDROOM201DBEDROOM208DBEDROOM208CM.BEDROOM201CM. BEDROOM201BBEDROOM208BBEDROOM208AM. BEDROOM201Ac Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:43:47 PM1/8" = 1'-0"11/10/20ABCODE REVIEWG1.110 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/8" = 1'-0"BLDG B - CODE PLAN - GROUND FLOORD51/8" = 1'-0"BLDG B - CODE PLAN - FIRST FLOORC51/8" = 1'-0"BLDG B - CODE PLAN - SECOND FLOORB5HAWLEY STREET RESIDENTIAL DEVELOPMENTBUILDINGS A AND B10 Hawley Street, Northampton, MABUILDING CODE REVIEW Prepared by Kuhn Riddle ArchitectsUpdated: October 6, 2020DESRIPTION OF WORKThis project is the first phase of a three phase, twenty-three-unit, new construction, wood framed, slab-on-grade townhouse development. Phase 1 consists of eight townhouses grouped into two buildings with four units each. Each 2-Bedroom, 2 ½-bath unit is 3 stories in height with a garage on the ground level.Building Area:Aggregate Area of Buildings, Phase 1 = 17,760 sfBuilding A = 8,880 sfBuilding B = 8,880 sf4 units at 2,220 sf each4 units at 2,220 sf eachNumber of Stories= 3 (maximum allowable is 3 per R101.2) Wall Framing= WoodBuilding Height= 40’-3”Largest Story Height= 10’-4”(maximum allowable is 11’–7”for wood wall framing per R301.3)Sprinklered= YES, in accordance with NFPA 13RBUILDING A COMMERCIAL SPACEBuilding A contains commercial space required by the current zoning bylaws. The space, at 480 SF, is 4.2% of the overall SF (less than 10%) no separation is required between accessory occupancies and the main occupancy per IBC 508.2.4 APPLICABALE BUILDING CODE9thEdition of the Residential Code of the Massachusetts Building Code (780 CMR Chapter 51) which adopts the 2015 International Residential Code (2015 IRC) with Massachusetts Amendments. References made to the 2015 IRC are amended with an “R”or “N”before the section number.9thEdition of the Code of the Massachusetts Building Code (780 CMR) which adopts the 2015 International Building Code Amendments(2015 IBC) is applicable in cases where the 2015 IRC lacks coverage for an uncommon aspect of residential construction.NOTE:Architectural Access Board Regulations (521 CMR) are not applicable to this project which consists of townhouses for sale with no public or common facilities. Per chapter 521 CMR 9: Multiple Dwellings, section 9.6 Townhouses, townhouses are exempt from providing group 1 units. Additionally, per chapter 521 CMR 9: Multiple dwellings, section 9.4 Group 2 Dwelling Units, units for sale are not required to provide group 2A units.FIRE RESISTANT CONSTRUCTIONDistance Between Buildings--Buildings are required to be separated by a minimum distance to avoid fire-resistance ratings at exterior walls: Per table R302.1(2), if a pedestrian connection did not exist, the distance between buildings would be required to be a minimum of 6 feet.Per section 3104.5.2, Since a connection between buildings exists, the distance between the connected buildings is required to be more than 10 feet. Face of foundation to face of foundation is 10'6" as the finish surfaces need to be 10' apart. The sprinkler room is within the 10’and will require a 2 hour rating per 3104.5.1.1Projections into this space fall under the requirements of IRC 302.1. A 5' fire separation distance (derived from halving therequirements of IBC 3104.5.2) requires all projections to be under 24". Separation Between Townhouses--One-hour separations are required between townhouse units:Per R302.2,“Common walls separating townhouses shall be . . . not less than one–hour fire-resistance-rated wall assembly rested in accordance with ASTM E 119 or UL 263 . . . [and] shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be inaccordance with Section R302.4.”Per 302.2.2, 4’of noncombustible material is required on each side of townhouse unit common walls at underside of roof. “Exceptions: A parapet is not prerequired. . . [where] one layer of 5/8-inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2-inch ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and any openings or penetrations in the roof are not within 4 feet of the common walls.”Garages -garages are required to be separated from dwelling:Per R302.5.1 Opening Protection, provide a 20-minute fire rated door from garages to the dwelling units.Per R302.5.2 Duct Penetration, provide minimum No. 26 gage sheet steel for ducts penetrating the walls or ceilings separatingthe dwelling from the garage. Duct openings into the garage are not allowed.Per R302.5.3 Other Penetrations, seal openings around penetrations with an approved fireblocking material.Per table R302.6, provide minimum5/8-inch TYPE X gypsum board on garage walls and minimum 5/8-inch Type X gypsum board at garage ceiling.Under-Stairs–Spaces under-stairs are required to be protected:Per R302.7, spaces under stairs shall have minimum 5/8”type X gypsum board at walls and under-stair surface (ceiling).EGRESSWindows at Bedrooms–shall have an emergency and escape opening:Per R310 all sleeping rooms shall have not less than one operable emergency escape and rescue opening of not less than 5.7 sfwith a minimum dimension of not less than 20”wide and 24”high for other than single and double hung windows which have less stringent requirements. Window sills shall not be higher than 44”above the floor.Egress Route:Per R311.1, a primary egress door and a secondary egress door are required and shall be as remote as possible from each other. Per R311.2, The primary egress door shall not have a clear width of not less than 32”and be a side hinged. The secondary egress door shall have a clear width of not less than 28”, may be sliding, and is permitted to egress through a garage.Per R311.2.1, all doors providing access to habitable rooms shall have minimum nominal width of 30”. Doors to bathrooms may be 28”. Per 311.4, stairs shall comply with section R311.7.Per 311.7, hallways shall be not less than 3 feet wide.AUTOMATIC FIRE SPRINLER SYSTEMPer R313.1 Townhouses are required to have an automatic residential fire sprinkler system. An NFPA 13R system is permitted for a townhouse building with an aggregate area of less than 12,000 square feet.ENERGY EFFICIENCYAs the city of Northampton adopted the stretch energy in 2010, each dwelling unit shall comply with section N1106 of 2015 IRC.Section N1106.1 allows compliance with the energy code to be demonstrated by certification of conformance to the ENERGY STAR Certified Homes, Version 3.1 standard. Per Section N1106.1.2:Prior to issuance of a building permit, the following shall be provided to the building official:A HERS rating based on plans.Prior to issuance of a certificate of occupancy, the following shall be provided to the building official: A copy of the final ENERGY STAR Homes Certificate;A copy of the certified HERS rating; andA copy of the signed ENERGY START Thermal Enclosure System Checklist.SOUND TRANSISSIONPer Appendix K of the 2015 IRC, wall assemblies separating townhouse units shall provide air-born sound insulation meeting a sound transmission class (STC) rating of 45. Penetrations shall be treated to maintain required rating.SOLAR READY CONSTRUCTIONPer Appendix U, Section AU103, a solar ready zone of not less than 300 square feet shall be provided for townhouses that havea roof area of not less than 600 square feet oriented between 110 degrees and 270 degrees of true north. Documentation of roof load, an interconnected pathwayfrom the solar ready zone to the electrical panel, reserved space on the electrical service panel, and a construction documentation certificate shall also be provided.
SITE
9
INTERSTATE
91
5
INTERSTATE
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9
10
9
No.Drawing Title Latest Issue
C-1
Owner
VHB Project :vhb.comIssued for : Sheet Index
Legend, Abbreviations and General Notes April 27, 2020
C-3 Layout and Materials Plan
No.Drawing Title Latest Issue
1 of 4
Reference Drawings
Plan of Land
C-5 Grading and Drainage Plan
C-6 Utility Plan
C-7 Erosion and Sediment Control Plan
C-8 Details
C-9 Details
C-10 Details
C-11 Details
Planting Plan
Roman Catholic Bishop of Springfield
St. John Cantius
65 Elliott Street
Springfield, MA 01105
Applicant
O'Connell Development Group
800 Kelly Way
Holyoke, MA 01040
Parcel ID:32A-171-001
One Federal Street
Building 103-3N
Springfield, MA 01105
413.747.7113
Feet06501300
Site Plans
Issued for
Date Issued
Latest Issue
Hawley Street
Residential
Development
10 Hawley Street
Northampton, MA
Construction
April 27, 2020
June 1, 2020
42540.00 Hawley St. Res. Dev.Construction 6/1/2020April 27, 2020
August 11, 2016
2 of 4 Plan of Land August 11, 2016
3 of 4 Plan of Land August 11, 2016
4 of 4 Plan of Land August 11, 2016C-4 Roadway Alignment and Setbacks Plan
C-12 Details
Kuhn Riddle Architects
Charles Roberts
28 Amity Street
Suite 2B
Amherst, MA 01002
(413) 259-1630
Northeast Survey Consultants
Daniel Stasz
116 Pleasant Street
Suite 302
P.O. Box 109
Easthampton, MA 01027
(413) 203-5144
O'Connell Development Group
Andrew Crystal
800 Kelly Way
Holyoke, MA 01040
(413) 534-0243
Robert Akroyd
4 Lime Kiln Road
Lenox, MA 01240
(413) 637-8366
Greylock Design Associates
Landscape Architecture &
Land Planning
NORTHEAST
SURVEY
CONSULTANTS
L-100
C-2 Demolition Plan
C-13 Details
Typical Corridor Planting April 27, 2020L-200
Typical Patio Planting April 27, 2020L-201
April 27, 2020
May 21, 2020
May 21, 2020
May 21, 2020
June 1, 2020
May 21, 2020
April 27, 2020
June 1, 2020
April 27, 2020
April 27, 2020
April 27, 2020
April 27, 2020
SIAMESE CONNECTION
ACCESSIBLE CURB RAMP
ACCESSIBLE PARKING
VAN-ACCESSIBLE PARKING
COMPACT PARKING STALLS
DOUBLE YELLOW LINE
STOP LINE
CROSSWALK
PARKING COUNT
MAJOR CONTOUR
MINOR CONTOUR
STREAM / POND / WATER COURSE
HAY BALES
SILT FENCE
DETENTION BASIN
RETAINING WALL
STOCKADE FENCE
STONE WALL
FENCE
TREE LINE
WIRE FENCE
PATH
WOOD GUARDRAIL
STEEL GUARDRAIL
GUY WIRE & ANCHOR
MATCHLINE
GUY POLE
HAND HOLE
PULL BOX
ELECTRIC MANHOLE
POST INDICATOR VALVE
TRANSFORMER PAD
TELEPHONE MANHOLE
UTILITY POLE
LIGHT POLE
ELECTRIC METER
WATER WELL
GAS GATE
GAS METER
FIRE HYDRANT
WATER METER
EXTRUDED CONCRETE CURB
BUILDING ENTRANCE
BOLLARD
DOUBLE SIGN
DUMPSTER PAD
SIGN
BUILDING
GARAGE DOOR
MONOLITHIC CONCRETE CURB
PRECAST CONC. CURB
LIMIT OF CURB TYPE
SLOPED GRAN. EDGING
SAWCUT
VERT. GRAN. CURB
EDGE OF PAVEMENT
BITUMINOUS CURB
CURB AND GUTTER
CONCRETE CURB
GRAVEL ROAD
BITUMINOUS BERM
WETLAND LINE WITH FLAG
200' RIVERFRONT AREA
TO FLOODING
LIMIT OF DISTURBANCE
WETLAND BUFFER ZONE
NO DISTURB ZONE
FLOODPLAIN
Exist.Prop.
RIGHT-OF-WAY/PROPERTY LINE
CONSTRUCTION LAYOUT
TOWN LINE
ZONING LINE
BASELINE
BUILDING SETBACK
EASEMENT
PROJECT LIMIT LINE
PROPERTY LINE
DOUBLE CATCH BASIN
SEWER MANHOLE
FLARED END SECTION
CURB STOP & BOX
TAPPING SLEEVE, VALVE & BOX
WATER VALVE & BOX
HEADWALL
DRAIN MANHOLE
PLUG OR CAP
TRENCH DRAIN
CLEANOUT
CATCH BASIN
GUTTER INLET
MONITORING WELL
DOMESTIC WATER
FIRE PROTECTION
ELECTRIC
COMMUNICATIONS
FIRE ALARM
TELEPHONE
GAS
ROOF DRAIN
SEWER
OVERHEAD WIRE
WATER
DRAIN
UNDERDRAIN
CONSTRUCTION EXIT
HEAVY DUTY PAVEMENT
CONCRETE
TOP & BOTTOM OF WALL ELEVATION
TOP OF CURB ELEVATION
BORING LOCATION
TEST PIT LOCATION
BOTTOM OF CURB ELEVATION
SPOT ELEVATION
Prop.Exist.
RIPRAP
STEAM
FORCE MAIN
ABAN ABANDON
ACR ACCESSIBLE CURB RAMP
ADJ ADJUST
APPROX APPROXIMATE
BIT BITUMINOUS
BS BOTTOM OF SLOPE
BWLL BROKEN WHITE LANE LINE
CONC CONCRETE
DYCL DOUBLE YELLOW CENTER LINE
EL ELEVATION
ELEV ELEVATION
EX EXISTING
FDN FOUNDATION
FFE FIRST FLOOR ELEVATION
GRAN GRANITE
GTD GRADE TO DRAIN
LA LANDSCAPE AREA
LOD LIMIT OF DISTURBANCE
MAX MAXIMUM
MIN MINIMUM
NIC NOT IN CONTRACT
NTS NOT TO SCALE
PERF PERFORATED
PROP PROPOSED
REM REMOVE
RET RETAIN
R&D REMOVE AND DISPOSE
R&R REMOVE AND RESET
SWEL SOLID WHITE EDGE LINE
SWLL SOLID WHITE LANE LINE
TS TOP OF SLOPE
TYP TYPICAL
CB CATCH BASIN
CMP CORRUGATED METAL PIPE
CO CLEANOUT
DCB DOUBLE CATCH BASIN
DMH DRAIN MANHOLE
CIP CAST IRON PIPE
COND CONDUIT
DIP DUCTILE IRON PIPE
FES FLARED END SECTION
FM FORCE MAIN
F&G FRAME AND GRATE
F&C FRAME AND COVER
GI GUTTER INLET
GT GREASE TRAP
HDPE HIGH DENSITY POLYETHYLENE PIPE
HH HANDHOLE
HW HEADWALL
HYD HYDRANT
INV INVERT ELEVATION
I= INVERT ELEVATION
LP LIGHT POLE
MES METAL END SECTION
PIV POST INDICATOR VALVE
PWW PAVED WATER WAY
PVC POLYVINYLCHLORIDE PIPE
RCP REINFORCED CONCRETE PIPE
R= RIM ELEVATION
SMH SEWER MANHOLE
TSV TAPPING SLEEVE, VALVE AND BOX
UG UNDERGROUND
UP UTILITY POLE
PARKING SETBACK
SILT SOCK / STRAW WATTLE
Legend Abbreviations
General
Utility
BORDERING LAND SUBJECT
BUILDINGS
General
1.CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1-888-344-7233) AT LEAST 72 HOURS BEFORE EXCAVATING.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES
SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
3.ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED
IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND
LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT).
4.AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES
(BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE 4 INCHES LOAM AND SEED.
5.WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM
EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS.
6.WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS.
WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE
HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.
7.UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS
AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH
THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT
DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT
APPROPRIATE PERMITS.
8.TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES.
9.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS
SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S
EXPENSE.
10.IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE
ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY,
OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT
MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER
IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.
11.CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE
RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS.
12.DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO OWNER.
13.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE
IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT
NO COST TO OWNER.
14.THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE NPDES
CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AND EPA JURISDICTION. PRIOR TO THE START OF
CONSTRUCTION CONTRACTOR IS TO FILE A CGP NOTICE OF INTENT WITH THE EPA AND PREPARE A
STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS.
CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA.
Utilities
1.THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE
REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED
THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT
GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES,
NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT
THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING
CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND
ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT
THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES,
INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.
2.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING
CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS
INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED
WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE
OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO
NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR
ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.
3.SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH
ELEVATIONS ON THE GRADING AND UTILITY PLANS.
4.RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC
AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND
SHALL BE SET/RESET AS FOLLOWS:
A.PAVEMENTS AND CONCRETE SURFACES: FLUSH
B.ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH
C.LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE
SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION.
5.THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY
SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY,
THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN
LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT.
6.CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR
POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE
ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY
THE UTILITIES COMPANY.
7.UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN:
A.WATER PIPES SHALL BE CEMENT LINED DUCTILE IRON (CLDI)
B.SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE (PVC) SEWER PIPE
C.STORM DRAINAGE PIPES ON SITE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE). STORM
DRAINAGE PIPES WITHIN CITY RIGHT-OF-WAY SHALL BE REINFORCED CONCRETE PIPE (RCP).
D. PIPE INSTALLATION AND MATERIALS SHALL COMPLY WITH THE STATE PLUMBING CODE WHERE
APPLICABLE. CONTRACTOR SHALL COORDINATE WITH LOCAL PLUMBING INSPECTOR PRIOR TO
BEGINNING WORK.
8.CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION,
INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL
BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE CONTRACTOR SHALL
FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS
INDICATED ON THE DRAWINGS.
9.CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS
COMPANY'S REQUIREMENTS.
10.ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN.) SHALL BE DETERMINED BY
THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL
MUNICIPAL STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM
DIAMETER SHALL BE 5 FEET.
Layout and Materials
1.DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF
PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED.
2.CURB RADII ARE 2 FEET UNLESS OTHERWISE NOTED.
3.CURBING SHALL BE VERTICAL GRANITE (VGC) WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE
PLANS.
4.SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO
THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY
PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC.
5.PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING
CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR.
6.PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT
INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO
DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES.
Demolition
1.CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE
LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY
POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF
EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10
FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS.
2.EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH
LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS. THE
CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY
REPRESENTATIVES.
3.CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL,
STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES.
4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE
BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT
OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF
DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO
CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR
LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THE
WORK.
5.UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE ENGINEER
HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE,
DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTES OR
POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF
LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS
MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANY
CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO
ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT
INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOS
OR OTHER HAZARDOUS MATERIALS.
Erosion Control
1.PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE
AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS
IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT.
2.CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES ON A WEEKLY BASIS
(MINIMUM) OR AS REQUIRED PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE
CONTRACTOR SHALL ADDRESS DEFICIENCIES AND MAINTENANCE ITEMS WITHIN TWENTY-FOUR HOURS
OF INSPECTION. CONTRACTOR SHALL PROPERLY DISPOSE OF SEDIMENT SUCH THAT IT DOES NOT
ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS.
3.CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT
SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH
SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT.
4.CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE
EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED
TO PREVENT EROSION.
5.UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER,
CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT
AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS.
Existing Conditions Information
1.THE SURVEY WAS PREPARED BY NORTHEAST SURVEY CONSULTANTS, DATED 8-11-16. THE
HORIZONTAL DATUM IS NAD83 (MASS. MAINLAND) AND THE VERTICAL DATUM IS NAVD88.
2.SOME OF THE ON SITE UTILITY INFORMATION TO THE BUILDINGS WAS PROVIDED BY THE
NORTHAMPTON DPW AND NOT PART OF THE NORTHEAST SURVEY.
Document Use
1.THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL
SERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR
WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZED
USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS
DOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB.
2.CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND
DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT
FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE
SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
3.SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT
NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE
CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP
DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT
FEATURES.
Notes
SLIDING DOOR
AD AREA DRAIN
DW DOMESTIC WATER
FP FIRE PROTECTION
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One Federal Street
Building 103-3N
Springfield, MA 01105
413.747.7113
Hawley Street
Residential
Development
10 Hawley Street
Northampton, Massachusetts
Construction April 27, 2020
13
42540.00
Legend, Abbreviations
and General Notes
C-1
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One Federal Street
Building 103-3N
Springfield, MA 01105
413.747.7113
Hawley Street
Residential
Development
10 Hawley Street
Northampton, Massachusetts
Construction April 27, 2020
13
42540.00
Demolition Plan
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One Federal Street
Building 103-3N
Springfield, MA 01105
413.747.7113
Hawley Street
Residential
Development
10 Hawley Street
Northampton, Massachusetts
Construction April 27, 2020
13
42540.00
Layout and Materials Plan
C-3
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R1-1 30"30"
Sign Summary
M.U.T.C.D.
Number
Specification
Desc.Width Height
EG-1 12"18"*
* NOT A STANDARD MUTCD DESIGNATION
12"36"R6-1R
R5-1 30"30"
12"36"R6-1L ONE WAY
ONE WAY
NP-1 24"8"*
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One Federal Street
Building 103-3N
Springfield, MA 01105
413.747.7113
Hawley Street
Residential
Development
10 Hawley Street
Northampton, Massachusetts
Construction April 27, 2020
13
42540.00
Roadway Alignment
and Setbacks Plan
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One Federal Street
Building 103-3N
Springfield, MA 01105
413.747.7113
Hawley Street
Residential
Development
10 Hawley Street
Northampton, Massachusetts
Construction April 27, 2020
13
42540.00
Grading and Drainage Plan
C-5
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ZONE: CBZONE: URCZONE: CBZONE: URCBRIDGE S
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One Federal Street
Building 103-3N
Springfield, MA 01105
413.747.7113
Hawley Street
Residential
Development
10 Hawley Street
Northampton, Massachusetts
Construction April 27, 2020
13
42540.00
Utility Plan
C-6
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NOTES:
1)ALL UTILITIES TO THE EXISTING CHURCH SHALL BE MAINTAINED.
2)ALL SANITARY SEWER SERVICE CONNECTIONS TO THE BUILDINGS SHALL BE 4" DIAMETER PVC AND HAVE A
MINIMUM SLOPE OF 1%. SEE PLUMBING PLANS.
3)ALL ROOF LEADERS SHALL BE 4" HDPE PIPES. SEE ARCHITECTURAL PLANS.
4)ALL AREA DRAINS SHALL BE 6" HDPE PIPES.
5)ALL AREA DRAINS TO HAVE FLUSH GRATE TOPS.
6)THE WATER LINE FROM THE MAIN TO THE FIRE CLOSET SHALL BE 4" CLDI. THE WATER LINE MUST SPLIT OUTSIDE
THE METER ROOM UNDERGROUND WITH SEPARATE SHUT OFF VALVES. SEE PLUMBING PLANS.
7)THE DOMESTIC WATER SERVICE FROM THE FIRE CLOSET TO EACH UNIT SHALL BE 1 14" DIAMETER TYPE 'K' COPPER.
SEE PLUMBING PLANS.
8)THE DOMESTIC WATER SERVICE FOR EACH BUILDING SHALL HAVE A PRESSURE REDUCING VALVE. SEE PLUMBING
PLANS.
9)COORDINATE WITH ELECTRIC COMPANY PRIOR TO ANY UTILITY POLE RELOCATIONS OR REMOVALS.
10)CONTRACTOR TO VERIFY DEPTH OF EXISTING WATER LINES IN HAWLEY STREET AND PHILLIPS PLACE AND
PROVIDE ENGINEER WITH INFORMATION TO HELP PREVENT CONFLICTS WITH PROPOSED PIPE CROSSINGS.
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One Federal Street
Building 103-3N
Springfield, MA 01105
413.747.7113
Hawley Street
Residential
Development
10 Hawley Street
Northampton, Massachusetts
Construction April 27, 2020
13
42540.00
Erosion and Sedmient
Control Plan
C-7
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ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com
DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsConstructionApril 27, 20201342540.00DetailsC-88Notes:Drain Manhole with Outlet Control (OCS-1)N.T.S.Notes:Drain Manhole with Outlet Control (OCS-2)N.T.S.WATER QUALITY UNIT (WQU)
ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com
DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsConstructionApril 27, 20201342540.00DetailsC-99Cleanout - Paved AreaN.T.S.Source: VHBLD_3031/16FLOWSEE PLANS FOR INVERT AND PIPE SIZE45° BEND AT END OF LINEWYE CONNECTION FOR IN-LINE12"6"CONCRETE COLLAR6"THREADED PLUGRING & COVERFINISH GRADEAT PAVEMENTCleanout - Landscape AreaN.T.S.Source: VHBLD_3021/16FLOWSEE PLANS FOR INVERT AND PIPE SIZE45° BEND45° WYE-IN LINE45° EL-END OF LINEDEPTH VARIES
(MAINTAIN MIN. COVER)THREADED SEALED CAPFINISH GRADEREVREV12"COMPACTEDCOMMONFILLSURFACE TREATMENTVARIESSubsurface Recharge Trench System #1N.T.S.Source: VHBLD_1811/1612"PIPE DIA.12"PIPE DIA.2"18" (MIN.)OVERLAPTYPICALPAVEMENTSECTIONFINISHGRADECOMPACTEDCOMMON FILLNATURAL GROUND ORPERVIOUS MATERIALAPPROVED BYGEOTECHNICAL ENGINEER2" DOUBLE WASHEDCRUSHED STONEFILTER FABRICPAVED AREALANDSCAPED AREAREVPERFORATED HIGH DENSITYPOLYETHYLENE (HDPE) PIPE(REFER TO PLAN FOR SIZE,INVERT, AND LOCATION)SIDE STONESHALL BE 6"BETWEEN PIPESBETWEEN PIPESDrain Manhole (DMH)N.T.S.Source: VHBLD_1151/16NOTES1.ALL SECTIONS SHALL BE DESIGNED FORHS-20 LOADING. DIAMETER OF STRUCTURESSHALL BE COORDINATED WITH PIPECONFIGURATIONS.2.COPOLYMER MANHOLE STEPS SHALL BEINSTALLED AT 12" O.C. FOR THE FULL DEPTHOF THE STRUCTURE.3.PROVIDE OPENINGS FOR PIPES WITH 2" MAX.CLEARANCE TO OUTSIDE OF PIPE. MORTARALL PIPE CONNECTIONS.4.JOINT SEALANT BETWEEN PRECAST SECTIONSSHALL BE PREFORMED BUTYL RUBBER.5.DRAIN MANHOLE FRAME AND COVER SHALLBE SET IN FULL MORTAR BED. ADJUST TOGRADE WITH CLAY BRICK AND MORTAR (2BRICK COURSES TYPICALLY, 5 BRICKCOURSES MAXIMUM)DIA.VARIESCOMPACTED SUBGRADECOMPACTED GRAVELCEMENT CONCRETE INVERTSEE NOTE 3.OUTLETSHELF TO BE CONCRETE FORMEDAT SLOPE OF 1" PER FOOT.SEE NOTE 4.SEE NOTE 5.FINISHGRADESTEPS, SEENOTE 2.12"(TYP.)MONOLITHICBASE SECTION RISERSECTION(S)AS REQ'D.ECCENTRICCONE SECTIONSEE ALTERNATETOP SLAB12"(TYP.)8"24" DIA.ACCESS8"ALTERNATE TOP SLAB24" DIA.ACCESS12"8"(MIN.)48" DIA. (MIN.)DIA.VARIES 48" DIA. (MIN.)Sanitary Sewer Manhole (SMH)N.T.S.Source: VHBLD_2001/16(STEEL REINFORCED FOR HS-20 LOADING)NOTES1.STRUCTURES SHALL BE PRECASTCONCRETE, DESIGNED FOR HS-20LOADING.2.COPOLYMER MANHOLE STEPS SHALL BEINSTALLED AT 12" O.C. FOR THE FULLDEPTH OF THE STRUCTURE.3.EXTERIOR SURFACES SHALL BE GIVENTWO COATS OF BITUMINOUS WATER-PROOFING MATERIAL.4.JOINT SEALANT BETWEEN PRECASTSECTIONS SHALL BE PREFORMED BUTYLRUBBER.5.STANDARD SEWER MANHOLE FRAMEAND COVER SHALL BE SET IN FULLMORTAR BED. ADJUST TO GRADE WITHSEWER BRICK AND MORTAR (2 BRICKCOURSES TYPICALLY, 5 BRICK COURSESMAXIMUM)COMPACTED SUBGRADECOMPACTED GRAVELSHELF TO BE SEWERBRICK LAID FLAT AT ASLOPE OF 1"/FOOTBRICK CHIP ANDMORTAR OR CEMENTCONCRETE FILLARCH INVERT TO BE CONSTRUCTEDWITH SEWER BRICK LAID ASSTRETCHERS AND ON EDGE12"DIA.
VARIES OUTLETFLEXIBLE WATERTIGHTGASKET OR SLEEVESEE NOTE 4.SEE NOTE 3.12"(TYP.)MONOLITHICBASE SECTION RISERSECTION(S)AS REQ'D.ECCENTRICCONE SECTIONSEE ALTERNATETOP SLAB48" DIA. MANHOLE (MIN.)STEPS, SEENOTE2.SEENOTE 5.FINISHGRADE8"30" DIA.ACCESS8"48" DIA. MANHOLE12"8"30" DIA.ACCESSALTERNATE TOP SLABInterior Drop Sewer Manhole (SMH)N.T.S.Source: VHBLD_2051/16NOTES1.STRUCTURE SHALL BE DESIGNED FOR HS-20 LOADING.2.COPOLYMER MANHOLE STEPS SHALL BE INSTALLEDAT 12" O.C. FOR THE FULL DEPTH OF THE STRUCTURE3.EXTERIOR SURFACES SHALL BE GIVEN TWO COATS OFBITUMINOUS WATERPROOFING MATERIAL.4.JOINT SEALANT BETWEEN PRECAST SECTIONS SHALLBE BUTYL RUBBER.5.SEWER MANHOLE FRAME AND COVER SHALL BE SET INFULL MORTAR BED. ADJUST TO GRADE WITH SEWERBRICK AND MORTAR (2 BRICK COURSES TYPICALLY, 5BRICK COURSES MAXIMUM)6.MANHOLE DIAMETER SHALL BE VERIFIED BYCONTRACTOR AND MANUFACTURER BASED ON PIPEGEOMETRICS AND SIZESBRACKET DETAILPIPESTAINLESS STEELBRACKET ANDFASTENERS2" X 18" THICKCOMPACTED SUBGRADECOMPACTED GRAVELBRICK CHIP AND MORTAROR CEMENT CONCRETE FILL90° ELL/BEND12"12" (TYP.)OUTLETFLEXIBLE WATERTIGHTGASKET OR SLEEVE (TYP.)SEE NOTE 4.ARCH INVERT TO BE CONSTRUCTEDWITH SEWER BRICKS LAID ASSTRETCHERS AND ON EDGE.SHELF SHALL BE BRICKLAID FLAT AT A SLOPEOF 1"/FOOTINSTALL DROP WHENINLET TO OUTLETELEVATION EXCEED 2 FEETREMOVABLE CAPSTEPS,SEE NOTE 2.SEE NOTE 5.8"30" DIA.ACCESS8"BASE SECTIONMONOLITHIC RISER SECTION(S)AS REQ'D.ECCENTRICCONE SECTIONSEE ALTERNATETOP SLAB45° ELL/BEND45° WYEBRACKETS SET AT 2' O.C.(SEE DETAIL)INLETSEE NOTE 3.FINISH GRADE12"(TYP.)ALTERNATE TOP SLAB60" DIA. MANHOLE12"8"30" DIA.ACCESS60" DIA. MANHOLE (MIN.)(SEE NOTE 6)
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DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsConstructionApril 27, 20201342540.00DetailsC-1010Bituminous Concrete Pavement SectionsN.T.S.Source: VHBLD_4301/16NOTESPAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE BASED ON THERESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS.12" COMPACTED
GRAVEL
COMPACTED SUBGRADE2 12" BITUMINOUS DENSE BINDER COURSE1 12" BITUMINOUS TOP COURSEREVUtility TrenchN.T.S.Source: VHBLD_3001/1611NOTES1.ALL SEWER PIPE WITHIN THE RIGHT-OF-WAY SHALL HAVE3/4" STONE FOR BEDDING TO THE CROWN OF THE PIPE.2.WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGHDETENTION BASIN BERMS OR OTHER SUCH SPECIALSECTIONS, PLACE TRENCH BACKFILL WITH MATERIALSSIMILAR TO THE SPECIAL SECTION REQUIREMENTS.3.USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES.DEPTH VARIES
COMPACTED BEDDINGHAND TAMPED HAUNCHINGWARNING TAPEDEPTH AND SURFACETREATMENT VARIESCOMPACTEDSUBGRADE12"(MIN.)6"
(MIN.)
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SAWCUTCOMPACTED GRANULAR FILLCOMMON FILL/ORDINARY BORROWPAVED AREASEE APPLICABLEPAVEMENT SECTIONLANDSCAPED AREAREVHydrant ConstructionN.T.S.Source: VHBLD_25012/182:1NOTES1.CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON UNDISTURBED EARTHAS SHOWN. USE CLAMPS AND TIE RODS OR OTHER ACCEPTABLE METHOD OF JOINT RESTRAINTWHERE SOIL CONDITIONS PROHIBIT THE USE OF THRUST BLOCKS.2.HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM CLEAR SIDEWALKPASSAGE WIDTH OF 3 FEET AT HYDRANT.3.A 36-INCH CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THEHYDRANT UNLESS OTHERWISE APPROVED BY AUTHORITY HAVING JURISDICTION.COMPACTEDSUBGRADECONCRETETHRUST BLOCKCRUSHED STONE(MIN. 12 C.Y.)18"X18"X6"CONCRETE BASE20" (MIN.)UNDISTURBEDEARTH ORCOMPACTEDEMBANKMENTMECHANICALJOINT (TYP.)6"THRUST BLOCK - MIN.BEARING 9 S.F.,DO NOT BLOCK DRAIN.COMPACTEDBACKFILL5' (MIN.)6" DIA. PIPETEE3' TYPICAL (SEE NOTE 2.)(OR TO MUNICIPAL STANDARD)FINISHGRADEPUMPER CONNECTIONTO FACE ROAD.MUNICIPAL STANDARD HYDRANTFACE OF CURBINGGATE VALVE WITHADJUSTABLE RISER,BOX AND COVERPAVEMENTSURFACE1" CLEAR (MIN.)
18"MIN
Concrete Thrust BlockN.T.S.Source: VHBLD_2601/1611NOTES1.PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE VALVES,AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR TEES). PROVIDEANCHOR RODS AT VERTICAL BENDS AND GATE VALVES.2.CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING.3.CONCRETE SHALL BE 3,000 PSI-TYPE I.22UNDISTURBEDSOILG
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PlanSECTION 1-1PLANSECTION 2-2TEESTABLE OF DIMENSIONSTEESGHIJTEESGHIJ6"X6"X6"12"24"24"18"12"X12"X6"12"24"24"18"8"X8"X6"""""12"X12"X8""""24"8"X8"X8""""24"12"X12"X12""36""36"TABLE OF DIMENSIONSBENDSBCDEFBENDSBCDEF6" 11 14°8"15"12"24"12"6" 45°8"30"12"24"14"6" 22 12°"19"""13"6" 90°"30"""27"8" 11 14°"20"""12"8" 45°"30"""24"8" 22 12°"22"""17"8" 90°"38"""36"12" 11 14°"30"""15"12" 45°"40"""40"12" 22 12°"35"""25"12" 90°"60"""52"UNDISTURBEDSOILBENDSSewer Line InsulationN.T.S.Source: VHBLD_2201/1611NOTESSEWER LINE SHALL BE INSULATED WHEN COVER IS LESS THAN FOUR (4) FEET UNLESSINDICATED OTHERWISE ON PLANS. PROVIDE CONCRETE ENCASEMENT IN VEHICULARAREAS WHEN COVER OVER PIPE INSULATION IS LESS THAN THREE (3) FEET.COMPACTEDSUBGRADESEWER LINESEE PLAN FORPIPE SIZECAST- IN-PLACE3000 PSI CONCRETE(TYPE-I) ENCASEMENT (SEE NOTES)COVER (SEE NOTE)SURFACETREATMENTVARIES2" THICK JACKETPOLYURETHANEINSULATION CUT ANDWIRED IN PLACEAROUND PIPE6"(MIN.)6"(MIN.)6"(MIN.)6"(MIN.)REVNOTES:1.LANDSCAPE DRAINS SHALL BE NYLOPLAST 12" DRAIN BASIN, OR APPROVED EQUAL.2.GRATES SHALL BE NYLOPLAST, 12" DOME GRATE MODEL 1299CGD, OR APPROVED EQUAL AS SHOWN ONPLANS.FLOW24" SUMP(MIN)4"(MIN)4"4"Area Drain (AD)N.T.S.Source: VHBLD_1979/17DOME GRATECONCRETE COLLARLAWNCOMPACTED GRAVELCOMPACTEDSUBGRADEPIPE PER PLANS(REFER TO UTILITYTRENCH DETAIL)MULCH8"8"8"12" MIN12" MINFLUSH GRATELAWNDownspout Rain LeaderN.T.S.Source: VHBLD_1951/16FINISH GRADECOLLECTION PIPE(SIZE PER PLAN)1% MIN. SLOPE45° BENDREDUCER FITTINGAS REQUIREDWYE CONNECTION1'
(MAX.)SCREEN DETAILFASTENERDOWNSPOUTGALVANIZED 14 INCH WIREMESH SCREEN PIPE CAPW/STAINLESS STEEL HOSECLAMP TO SECURE SCREEN
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DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsConstructionApril 27, 20201342540.00DetailsC-1111Accessible Curb Ramp (ACR) Type 'C-D'N.T.S.Source: VHBLD_5021/16NOTES1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.).2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE5%.3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%.4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE INACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5'PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.9.ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBINGIS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH.10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE.12.CONTRACTOR TO SUBMIT R.F.I. FOR THIS TYPE OF ACCESSIBLE CURB RAMP FOR APEX ROADWAYCROSSINGS.4' (MIN.)AREA OF COLORED SURFACE14" LIP MAX.SEE NOTE 9.EDGE OFACCESSIBLE ROUTEE
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(TYP.)*2.35" (TYP.)*0.9"0.2"(PROFILE) TRUNCATED DOMES (PLAN VIEW)*DIMENSIONS ARE CENTER TO CENTERAccessible Curb Ramp (ACR) Type 'M-D'N.T.S.Source: VHBLD_5121/16NOTES1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5(1% MIN.).2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPSSHALL BE 5%.3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE7.5%.4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLEIN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5'x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.9.ELIMINATE CURBING (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH)WHERE IT ABUTS ROADWAYS.10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLEROUTE.L
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B14" LIP MAX.SEE NOTE 9.AREA OF COLORED SURFACETRUNCATED DOMES2.35"
(TYP.)*2.35" (TYP.)*0.9"0.2"2'-0"(PROFILE) TRUNCATED DOMES (PLAN VIEW)*DIMENSIONS ARE CENTER TO CENTERVertical Granite Curb (VGC) TransitionN.T.S.Source: VHBLD_4151/1618" ±4'4"4"6"6'PAVEMENTSURFACESLOPEDGRANITE CURB(4" REVEAL)FLUSH JOINTQUARRY CUTTRANSITIONVERTICAL GRANITE CURBTRANSITION PIECEVERTICAL CURB(6" REVEAL)SCHEMATICPLANELEVATIONFLUSH JOINTSloped Granite Edging (SGE)N.T.S.Source: VHBLD_4011/16SLOPE VARIESCOMPACTED SUBGRADECOMPACTED GRAVEL(112" MAX. STONE SIZE)4000 PSI CEMENTCONCRETETACK COATBIT. CONC. PAVEMENTSLOPED GRANITE EDGINGSURFACETREATMENT VARIES4" REVEAL
(TYP.)12" (MIN.)4"
(MIN.)6"6" (MIN.)6
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°Vertical Granite Curb (VGC)N.T.S.Source: VHBLD_4023/19SLOPE VARIES6"5"(MIN.)6"6"18"COMPACTEDSUBGRADECOMPACTEDGRAVEL BASE4000 PSI CEMENTCONCRETETACK COATBIT. CONC. PAVEMENT6"
(TYP.)TREATMENT VARIESVERTICAL GRANITE CURB#4 @ 16" BOTH WAYSBITUMINOUSCONCRETEPAVEMENT5000 PSI CEMENTCONCRETE (TYPE II)6"12"
9"COMPACTEDGRAVELCOMPACTEDSUBGRADENotes:SIZE OF CONCRETE ROAD EDGING TO BE AS INDICATED ON PLANS.CONSTRUCTION JOINTS (IF NECESSARY) SHALL BE SPACED NO MORE THAN40 FEET ON CENTER AND SHALL BE EQUALLY SPACED OVER THE LENGTHAND WIDTH OF THE AREA.PROVIDE TOOLED CONTRACTION JOINTS 10'0" O.C. MAX ALONG EDGING.2.1.3.(2"-6" LIFTS)AIR ENTRAINED3"Stamped Concrete Road EdgingN.T.S.REVREVConcrete Sidewalk in Landscape AreaN.T.S.Source: VHBLD_4261/16Section NOTES1.PROVIDE EXPANSION JOINTS AT MIN. 30 FT. O.C. WITHPRE- FORMED JOINT FILLER.2.PROVIDE TOOLED CONTROL JOINTS AT 6' O.C.3.PROVIDE BROOM FINISH IN DIRECTION PERPENDICULARTO SIDEWALK DIRECTION.NOTE:CONCRETE FOR SIDEWALKS TO BE 4000 PSIAND FOR DRIVEWAYS 5000 PSI. BOTH MIXESTO BE TYPE II,6% (1.5±) AIR ENTRAINED.COMPACTEDSUBGRADE8" COMPACTED GRAVEL(112" MAX STONE SIZE)12"LOAM & SEED SURFACEOR TOP OF SOD MATVARIES12"4" CEMENT CONCRETE(6" THICK IN VEHICULAR AREAS)W.W. MESH(6X6XW1.4XW1.4FLAT SHEETS,CENTER DEPTHREVCOMPACTED SUBGRADE15" GRAVEL BASEGEOTEXTILE SEPARATION FABRIC(MIRAFI 140N OR EQUIVALENT)3" OF 3/4" CRUSHED STONEGravel Area for Fire Truck Back-OutN.T.S.NOTES1.GRAVEL BASE SHOULD BE COMPACTED TO GREATER THAN 95%DRY DENSITY AS DETERMINED BY ASTM D1557.
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DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsConstructionApril 27, 20201342540.00DetailsC-1212Sign Post - Type 'B'N.T.S.Source: VHBLD_7021/16*THIS DIMENSION SHALL BE A MAXIMUM OF 8' FOR ACCESSIBLESIGNAGE.*THIS DIMENSION SHALL BE A MINIMUM OF 5' FOR ACCESSIBLESIGNAGE.*
4.0'
2.0'
1.5'
*7' (MIN.)**EARTH INSITUTYPICAL SIGNHOLE DIAMETER 716"SIGN POST ANCHOR(2.0" X 2.0")ANCHOR SLEEVE(2.25" X 2.25")GROUND SURFACESIGN POST(1.75" X 1.75")Bituminous Concrete SidewalkN.T.S.Source: VHBLD_4221/16GRADEFINISHVARIES1.0% (MIN.)1.5% (MAX.)COMPACTED 1.Notes:BOTH SURFACE AND BINDERMATERIAL SHALL BE DENSE MIX8" COMPACTED GRAVEL(112" MAX STONE SIZE)SUBGRADE114" BINDER COURSE114" SURFACE COURSEBITUMINOUS CONCRETE PAVEMENTGRADEFINISHChain Link Fence up to 6'N.T.S.Source: VHBLD_4811/16NOTE1.MATERIALS TO BE SUPPLIED AND INSTALLED IN CONFORMANCE WITH "CHAINLINK MANUFACTURER'S INSTITUTE" PRODUCT MANUAL.2.PROVIDE 6" OF CLEARANCE BETWEEN THE BOTTOM OF FABRIC AND FINISHGRADE AROUND BMP IF AN ORDER OF CONDITIONS WAS ISSUED FOR THEPROJECT.10" DIA. @ LINE POSTSOR 1'-4" @ CORNERS,PULL OR END POSTSCONCRETE FOOTING(3000 PSI-TYPE I)FINISH GRADE1" BEVELCORNER, END ORLINE POSTSFENCE FABRICTOP RAILTENSION WIRE3'-6"
3'-0"6"
UP TO 6'-0"1" OR 6"(SEE NOTE 2.)TOP RAILELEVATIONSECTIONTENSION WIRE2" DIAMONDMESH FABRICSELVAGE OF FABRICKNUCKLED TOP & BOTTOMTIE WIRESModular Retaining WallN.T.S.Source: VHBLD_7501/16VARIES1NOTESDETAIL PROVIDED FOR GENERAL INFORMATION ONLY. STAMPEDFINAL DESIGN OF MODULAR WALL SYSTEM TO BE PROVIDED BYWALL MANUFACTURER BASED ON GEOTECHNICAL ENGINEERSRECOMMENDATIONS.COMPACTEDSUBGRADELEVELING PADUNDERDRAIN(SLOPE TO DRAIN)GRAVELGEOSYNTHETICREINFORCEMENTAPPROXIMATEEXCAVATIONLIMITIMPERVIOUS FILL(MIN.) 12" THICKSEE PLAN FOR LOCATIONOF FENCINGCAPMODULAR CONCRETEFACING UNITSREVDETAIL PROVIDED BY CITY OF NORTHAMPTONConcrete Rumble IslandN.T.S.Source: VHBLD_4421/16NOTES1.CORRUGATIONS SHALL RUN TRANSVERSE TO TRAFFIC FLOW.2.EXPANSION JOINTS TO BE PLACED 20 FEET ON CENTER MAX, EACHWAY.3.CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH 5000PSI, 6% (1.5±) AIR ENTRAINED TYPE II CEMENT.12" PREFORMEDEXPANSION JOINTSCONCRETEEXPANSIONJOINT SEALANT12"COMPACTED SUBGRADECOMPACTEDGRAVELBITUMINOUSCONCRETEPAVEMENT6"X6" - 1.4X1.4WELDED WIRE FABRIC1"4 12"4 12"1" RADIUS (TYP.)12"8"EXPANSION JOINT DETAIL6"REVConcrete SidewalkN.T.S.Source: VHBLD_4201/161.0% (MIN.)1.5% (MAX.)NOTES1.PROVIDE EXPANSION JOINTS ATMIN. 30 FT. O.C. WITH PRE-FORMED JOINT FILLER.2.PROVIDE TOOLED CONTROLJOINTS AT 6' O.C.3.PROVIDE BROOM FINISH INDIRECTION PERPENDICULAR TOCURB.CONCRETESIDEWALK12" PREFORMEDEXPANSION JOINTBLDG. FACE,FIXED OBJECT,OR CONC. SIDEWALK SECTIONEXPANSIONJOINTSEALANT12"8" COMPACTED GRAVEL(112" MAX STONE SIZE)COMPACTEDSUBGRADEVARIES6" REVEALCURBFINISHPAVEMENT4" CEMENT CONCRETE(6" THICK IN VEHICULAR AREAS)NOTE:CONCRETE FOR SIDEWALKS TO BE4000 PSI AND FOR DRIVEWAYS5000 PSI. BOTH MIXES TO BE TYPE II,6% (1.5±) AIR ENTRAINED.FINISHGRADESECTIONEXPANSION JOINT DETAILW.W. MESH(6X6W1.4XW1.4)FLAT SHEETS,CENTER DEPTHREV
ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com
DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsConstructionApril 27, 20201342540.00DetailsC-1313Straw Wattle - Erosion Control BarrierN.T.S.Source: VHBLD_6611/16WORKAREAFLOWNOTES1.STRAW WATTLE SHALL BE AS MANUFACTURED BY EARTHSAVER ORAPPROVED EQUAL.2.STRAW WATTLES SHALL OVERLAP A MINIMUM OF 12 INCHES.3.STRAW WATTLE SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORMEVENTS, AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLYAS NEEDED.4.TEMPORARY STRAW WATTLES TO BE REMOVED BY CONTRACTOR. ALLOTHERS TO REMAIN IN PLACE UNLESS DIRECTED OTHERWISE BY ENGINEER.5.IF NON BIODEGRADABLE NETTING IS USED THE NETTING SHALL BECOLLECTED AND DISPOSED OF OFFSITE.12" (MIN.)12" (MIN.)TOP OFGROUNDSILT FENCE1 12" X 1 12" X 4' WOOD STAKEOR APPROVED EQUAL4' (MAX.)2" X 2" WOOD STAKE,PLACED 10' O.C.3"-4"STRAW FILLED WATTLE(8"-12" TYP.)PROTECTED AREASiltsack Sediment TrapN.T.S.Source: VHBLD_6741/16FLOWFLOWNOTES1.INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON THE PLANBEFORE COMMENCING WORK OR IN PAVED AREAS AFTER BINDER COURSE ISPLACED AND HAY BALES HAVE BEEN REMOVED.2.GRATE TO BE PLACED OVER SILTSACK.3.SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORMEVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMEDPROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM AREAS HAVE BEENPERMANENTLY STABILIZEDSECTION VIEWPLAN VIEWEXPANSION RESTRAINTSILTSACKCATCH BASIN GRATE1" REBAR FORBAG REMOVALCATCH BASIN GRATESILTSACKStabilized Construction ExitN.T.S.Source: VHBLD_6821/163'5:1NOTES1.EXIT WIDTH SHALL BE A TWENTY-FIVE (25) FOOT MINIMUM, BUT NOTLESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESSOCCURS.2.THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH SHALLPREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLICRIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITHADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR ORCLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALLSEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLICRIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. BERM SHALL BEPERMITTED. PERIODIC INSPECTION AND MAINTENANCE SHALL BEPROVIDED AS NEEDED.3.STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR TO FINALFINISH MATERIALS BEING INSTALLED.PLAN VIEWCROSS-SECTION1 12" CRUSHED STONEFILTERFABRICMOUNTABLE BERMEXISTINGPAVEMENT50' (MIN.)SITE8" (MIN.)25'
(MIN.)
10'10'EXISTINGPAVEMENT10' (MIN.)50' (MIN.)SITETree Protection FenceN.T.S.Source: VHBLD_6101/16NOTES1.INSTALL TREE PROTECTION FENCE AT EXISTING TREES TO REMAIN AS SHOWN ON THE PLANS.2.INSTALL WOODEN SLATS ENCIRCLING THE TREE TRUNK. SECURE SLATS WITH WIRE TIES.(3) EQUALLYSPACED TIES (TYP.)ORANGE PLASTICWEB FENCE (TYP.)1"X1"X6'POST (TYP.)8'-0"MAX. O.C.4'-0" (TYP.)TREE TRUNKDRIP LINEPLANELEVATIONErosion Control Blanket Slope InstallationN.T.S.Source: VHBLD_6801/16NO. 11 GAUGE WIRETYPICAL STAPLESNOTES1.BEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET IN A 6"DEEP TRENCH BACKFILL AND COMPACT TRENCH AFTER STAPLING.2.ROLL THE BLANKET DOWN THE SWALE IN THE DIRECTION OF THE WATER FLOW.3.THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX. 4 INCH OVERLAP WHERE 2OR MORE STRIP WIDTHS ARE REQUIRED.4.WHEN BLANKETS MUST BE SPLICED DOWN THE SWALE, PLACE UPPER BLANKET ENDOVER LOWER END WITH 6 INCH (MIN.) OVERLAP AND STAPLE BOTH TOGETHER.5.METHOD OF INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS.6.EROSION CONTROL BLANKETS SHALL BE USED IN ALL AREAS WHERE SLOPES EXCEED 3:1.6"1 12"1 12"10"6" LOAM & SEEDSTAPLE 12"ON CENTER6" OVERLAP(MIN.)4"OVERLAP(MIN.)6"STAPLES 12"ON CENTERSTAPLES 12"ON CENTERREVREV
FOUNDATION PLAN (BUILDING A)
SCALE: 1/4" = 1'-0"
NOTES :
1.) COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT.
2.) T.O.W. INDICATES TOP OF WALL.
3.) T.O. SHELF INDICATES TOP OF SHELF.
4.) T.O.P. INDICATES TOP OF PIER.
5.) B.O.F. INDICATES BOTTOM OF FOOTING.
6.) (P#) INDICATES PIER REFERENCE.
7.) (BP-#) INDICATES BASE PLATE REFERENCE.
8.) C.J. INDICATES CONTROL JOINT - FINAL LOC'S TO BE APPROVED BY ARCH.
9.) ALL WOOD COLUMNS TO BEAR ON (2) 2x (P.T.) SILL PLATES.
10.) HAUNCHED FOOTINGS ARE REQUIRED BELOW ALL INTERIOR WOOD STUD BEARING WALLS AND SHEAR WALLS.
11.) INDICATES THE LOCATION OF SIMPSON HOLD-DOWNS AT THE END OF SHEAR WALLS (SEE SHEAR WALL
SCHEDULE FOR ADDITIONAL INFORMATION).
12.) 10"Ø CONCRETE FILLED SONOTUBES WITH 24"Ø BELL FOOTING ARE REQUIRED BELOW ALL PERGOLA POSTS
(SEE TYPICAL DETAIL ADDITIONAL INFORMATION). SONOTUBES AND BELL FOOTINGS ARE NOT SHOWN FOR
CLARITY. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF PERGOLA POSTS.
13.) 2x4 AND 2x6 COLUMNS AT GIRDER TRUSS LOCATIONS NOT SHOWN FOR CLARITY REFER TO FRAMING PLAN FOR
LOCATIONS.
A
2'-0"38'-0"2'-0"42'-0"77'-0"
18'-11"18'-11"19'-7"19'-7"
19'-7"19'-7"
79'-11"
B C D E
2
1
3
4
(3) 2x4
COLUMN(3) 2x4
COLUMN
61
2"
T.O.W. EL. = -2'-0"
2'-0"
B.O.F. EL. = -7'-0"
31
2"
T.O.SHELF EL. = SLOPES
(-2'-11" @ H.P.
& -3'-1" @ L.P.)612"T.O.W. EL. = -2'-0"2'-0"B.O.F. EL. = -7'-0"312"T.O.SHELF EL. = -2'-6"2'-0"B.O.F. EL. = -6'-0"61
2"
T.O.W. EL. = 0'-0"
2'-0"
B.O.F. EL. = -5'-0"
31
2"
T.O.SHELF EL. = SLOPES
(-0'-11" @ H.P. &
-1'-1" @ L.P.)
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = -2'-5" @ H.P.;
FIN. FL. EL. = -2'-7" @ L.P.)SLOPECJ CJCJ
612"T.O.W. EL. = -1'-0"2'-0"B.O.F. EL. = -6'-0"312"T.O.SHELF EL. =-1'-6"612"T.O.W. EL. = -1'-0"2'-0"B.O.F. EL. = -6'-0"312"T.O.SHELF EL. = -1'-6"612"T.O.W. EL. = 0'-0"2'-0"B.O.F. EL. = -5'-0"312"T.O.SHELF EL. = -0'-6"2'-0"B.O.F. EL. = -6'-0"2'-0"B.O.F. EL. = -5'-0"HAUNCHED
FOOTING (TYP.)
DEPRESS FLOOR 3" FOR
LIFT (COORD. DEPTH &
SIZE OF DEPRESSION
W/ ARCH./LIFT MFR.)
DEPRESS FLOOR 3" FOR
LIFT (COORD. DEPTH &
SIZE OF DEPRESSION
W/ ARCH./LIFT MFR.)
DEPRESS FLOOR 3" FOR
LIFT (COORD. DEPTH &
SIZE OF DEPRESSION
W/ ARCH./LIFT MFR.)
DEPRESS FLOOR 3" FOR
LIFT (COORD. DEPTH &
SIZE OF DEPRESSION
W/ ARCH./LIFT MFR.)STEPB.O.F.STEP B.O.F.2'-0"B.O.F. EL. = -7'-0"1E
S1.2
1D
S1.2
1A
S1.2
2E
S1.2 2D
S1.2
2A
S1.2
6E
S1.2
4E
S1.2
5D
S1.2
4D
S1.2
7D
S1.2
8D
S1.2
9D
S1.2
9D
S1.2
9E
S1.2
9A
S1.2
10D
S1.2
1A
S1.2
1E
S1.2
11D
S1.2
2E
S1.2
1'-0"1'-0"
2'-6"
B.O.F. EL. = -4'-1"
2'-6"
B.O.F. EL. = -3'-1"2'-6"
B.O.F. EL. = -3'-1"
1'-0"
T.O.W. EL. = -1'-0"1'-0"
T.O.W. EL. = 0'-0"
1'-0"
T.O.W. EL. = -1'-0"
10D
S1.2
11D
S1.2 SLOPESLOPESLOPE1D
S1.2
STEP T.O.W.
STEP T.O.W.
STEP T.O.W.
2D
S1.2
2A
S1.2
STEP T.O.W.
STEP
T.O.W.312"T.O.SHELF EL. = -2'-1"312"T.O.SHELF EL. = -2'-1"STEP T.O.W.
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = -1'-5" @ H.P.;
FIN. FL. EL. = -1'-7" @ L.P.)
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = -1'-5" @ H.P.;
FIN. FL. EL. = -1'-7" @ L.P.)
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = -0'-5" @ H.P.;
FIN. FL. EL. = -0'-7" @ L.P.)CJCJ CJCJ
CJCJCJ
CJ CJ
CJ
CJCJ CJ
CJCJCJ CJCJCJ
CJCJCJCJ
CJ4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = -2'-0")
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = -1'-0")
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = -1'-0")
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 0'-0")
10E
S1.2
3D
S1.2
3A
S1.2
10A
S1.2
12D
S1.2
12D
S1.2 CJOPP.
20'-7"35'-10"20'-7"2'-0"2'-0"37'-10"40'-0"13'-312"4'-412"22'-4"STEP SHELF
STEP SHELF
6'-2"4'-412"20'-612"STEP SHELF
STEP SHELF 40'-0"(3) 2x4 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x4 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
3-1/2x7" PSL
COLUMN
3-1/2x7" PSL
COLUMN
(4) 2x4 COL.
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 0'-0")
61
2"
T.O.W. EL. = 0'-0"
2'-0"
B.O.F. EL. = -5'-0"
31
2"
T.O.SHELF EL. = -0'-6"
2'-11"6'-212"(3) 2x4 COL.
(3) 2x4 COL.
(3) 2x6
COLUMN
(3) 2x6
COLUMN
5'-51
2"11'-0"6'-0"6x6 (P.T.) WOOD
COLUMN (TYP.)
8"x8" PRECAST CONC. PIER W/ 24"x24"
BASE (MIN. BEARING CAPACITY = 12 KIPS)
(T.O.P. EL. = 0'-8" ABOVE GRADE)
(B.O.F. EL. = -4'-0" MIN. BELOW GRADE)
- TYP. OF 2
2'-0"x2'-0"x1'-0" CONT.
FTG. REINF. W/ (4)
#5's E.W. BOT.
(B.O.F. EL. = -1'-4")
2'-0"x2'-0"x1'-0" CONT.
FTG. REINF. W/ (4)
#5's E.W. BOT.
(B.O.F. EL. = -3'-4")
9D
S1.2
9D
S1.2
STEP B.O.F.
1'-0" WIDE
(T.O.W. EL. = 0'-0")
STEP B.O.F.
1'-0" WIDE
(T.O.W. EL.
= -1'-0")
3-1/2" WIDE
(T.O.SHELF EL. = -2'-6")
3-1/2" WIDE
(T.O.SHELF EL. = -2'-9")
3-1/2" WIDE
(T.O.SHELF EL.
= -2'-11" @ H.P.)1'-912"20'-612"2'-0"11"1'-912"3-1/2" WIDE (T.O.SHELF
EL. = -0'-6")
3-1/2" WIDE (T.O.SHELF
EL. = -0'-9")
3-1/2" WIDE (T.O.SHELF
EL. = -0'-11" @ H.P.)
3-1/2" WIDE
(T.O.SHELF
EL. = -1'-1" @ L.P.)
3-1/2" WIDE (T.O.SHELF
EL. = -3'-1" @ L.P.)
SIM.
SIM.
SIM.
1'-0" WIDE (T.O.W.
EL. = -1'-0")
STEP T.O.SHELF
3-1/2" T.O. SHELF
EL. = -1'-6")
1'-0" WIDE (T.O.W.
EL. = 0'-0")
3-1/2" T.O. SHELF
EL. = -1'-6")
STEP T.O.SHELF
5'-4"5'-4"27'-2"
3'-0"x3'-0"x1'-0" CONC. FTG. REINF.
W/ (5) #5's E.W. T&B.
(B.O.F. EL. = -7'-0") (P1)
(T.O.P. EL. = -2'-0")
3'-0"x3'-0"x1'-0" CONC. FTG. REINF.
W/ (5) #5's E.W. T&B.
(B.O.F. EL. = -7'-0") (P2)
(T.O.P. EL. = -1'-0")
3'-0"x3'-0"x1'-0" CONC. FTG. REINF.
W/ (5) #5's E.W. T&B.
(B.O.F. EL. = -6'-0") (P2)
(T.O.P. EL. = 0'-0")
3'-0"x3'-0"x1'-0" CONC. FTG. REINF.
W/ (5) #5's E.W. T&B.
(B.O.F. EL. = -5'-0") (P1)
(T.O.P. EL. = 0'-0")
6-1/2" T.O. WALL
EL. = -1'-0")
1'-0"1'-0"
20'-7"35'-10"20'-7"
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
FIN. FL. EL. = -1'-0"
5'-6"
13C
S1.3
13D
S1.3
14
S1.3
8" T.O. WALL
EL. = -0'-6"
5'-6"6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
FIN. FL. EL. = -1'-0"
8" T.O. WALL
EL. = -0'-6"
14
S1.3
#4 BENT DOWEL
(24"x24") @ 12"
o.c.
#4 BENT
DOWEL
(24"x24")
@ 12" o.c.
6-1/2" T.O. WALL
EL. = -1'-0")5'-3"14
S1.3 5'-0"14
S1.3
#4 BENT DOWEL
(24"x24") @ 12" o.c.
#4 BENT DOWEL
(24"x24") @ 12"
o.c.
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
FIN. FL. EL. = -2'-0"6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
FIN. FL. EL. = 0'-0"10"10"CJ CJ
CJ CJCJCJ
CJCJCJCJCJCJCJCJCJ
CJ
CJCJCJCJ
6x6 (P.T.) WOOD COLUMN (TYP.)
8"x8" PRECAST CONC. PIER W/ 24"x24"
BASE (MIN. BEARING CAPACITY = 12 KIPS)
(T.O.P. EL. = 0'-8" ABOVE GRADE)
(B.O.F. EL. = -4'-0" MIN. BELOW GRADE)
- TYP. OF 7
10'-0"9'-11"4'-0"11'-0"11'-0"9'-11"10'-0"7'-7"7'-7"4'-0"5'-111
2"12'-0"8" CONC. SLAB REINF. W/ #4
@ 12" o.c. E.W. CTR'D 1 8" CONC. SLAB
REINF. W/ #4 @
12" o.c. E.W. CTR'D
1
8" CONC. SLAB REINF. W/ #4
@ 12" o.c. E.W. CTR'D1
8" CONC. SLAB
REINF. W/ #4 @
12" o.c. E.W. CTR'D
1
1
c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM11/9/2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
1/4" = 1'-0"
TPA/MLB S1.1A
FOUNDATION PLAN
(BUILDING A)
REVISED NOTES / LIFT SLAB 7/24/20201
FOUNDATION PLAN (BUILDING B)
SCALE: 1/4" = 1'-0"
A
2'-0"38'-0"2'-0"42'-0"77'-0"
18'-11"18'-11"19'-7"19'-7"
19'-7"18'-11"18'-11"19'-7"
79'-11"
B C D E
2
1
3
4
(3) 2x4
COLUMN(3) 2x4
COLUMN
61
2"
T.O.W. EL. = 0'-0"
2'-0"
B.O.F. EL. = -5'-0"
31
2"
T.O.SHELF EL. = -0'-6"612"T.O.W. EL. = 0'-0"2'-0"B.O.F. EL. = -5'-0"312"T.O.SHELF EL. = -0'-6"2'-0"B.O.F. EL. = -4'-0"61
2"
T.O.W. EL. = 2'-0"
2'-0"
B.O.F. EL. = -3'-0"
31
2"
T.O.SHELF EL. = SLOPES
(1'-1" @ H.P. &
0'-11" @ L.P.)
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = -0'-5" @ H.P.;
FIN. FL. EL. = -0'-7" @ L.P.)SLOPECJ CJCJ
612"T.O.W. EL. = 1'-0"2'-0"B.O.F. EL. = -4'-0"312"T.O.SHELF EL. = 0'-6"612"T.O.W. EL. = 1'-0"2'-0"B.O.F. EL. = -4'-0"312"T.O.SHELF EL. = 0'-6"612"T.O.W. EL. = 2'-0"2'-0"B.O.F. EL. = -3'-0"312"T.O.SHELF EL. = 1'-6"2'-0"B.O.F. EL. = -4'-0"2'-0"B.O.F. EL. = -3'-0"HAUNCHED
FOOTING (TYP.)
DEPRESS FLOOR 3" FOR
LIFT (COORD. DEPTH &
SIZE OF DEPRESSION
W/ ARCH./LIFT MFR.)
DEPRESS FLOOR 3" FOR
LIFT (COORD. DEPTH &
SIZE OF DEPRESSION
W/ ARCH./LIFT MFR.)
DEPRESS FLOOR 3" FOR
LIFT (COORD. DEPTH &
SIZE OF DEPRESSION
W/ ARCH./LIFT MFR.)
DEPRESS FLOOR 3" FOR
LIFT (COORD. DEPTH &
SIZE OF DEPRESSION
W/ ARCH./LIFT MFR.)STEP B.O.F.STEP B.O.F.2'-0"B.O.F. EL. = -5'-0"1A
S1.2
1B
S1.2
1C
S1.2
2A
S1.2 2B
S1.2
2C
S1.2
6A
S1.2
4A
S1.2
5B
S1.2
4B
S1.2
7B
S1.2
8B
S1.2
9B
S1.2
9B
S1.2
9A
S1.2
9C
S1.2
10B
S1.2
1C
S1.2
1A
S1.2
11B
S1.2
2A
S1.2
1'-0"1'-0"
2'-6"
B.O.F. EL. = -2'-1"
2'-6"
B.O.F. EL. = -1'-1"2'-6"
B.O.F. EL. = -1'-1"
1'-0"
T.O.W. EL. = 1'-0"1'-0"
T.O.W. EL. = 2'-0"
1'-0"
T.O.W. EL. = 1'-0"
10B
S1.2
11B
S1.2 SLOPESLOPESLOPE1B
S1.2
STEP T.O.W.
STEP T.O.W.
STEP T.O.W.
2B
S1.2
2C
S1.2
STEP T.O.W.312"T.O.SHELF EL. = -0'-1"312"T.O.SHELF EL. = -0'-1"STEP T.O.W.
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 0'-7" @ H.P.;
FIN. FL. EL. = 0'-5" @ L.P.)
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 0'-7" @ H.P.;
FIN. FL. EL. = 0'-5" @ L.P.)
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 1'-7" @ H.P.;
FIN. FL. EL. = 1'-5" @ L.P.)CJCJ CJCJ
CJCJCJ
CJ CJ
CJ
CJCJ CJ
CJCJCJ CJCJCJ
CJCJCJCJ
CJ4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 0'-0")
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 1'-0")
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 1'-0")
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 2'-0")
10A
S1.2
3B
S1.2
3C
S1.2
10C
S1.2
12B
S1.2
12B
S1.2 CJOPP.
20'-7"35'-10"20'-7"2'-0"2'-0"37'-10"40'-0"13'-312"4'-412"22'-4"STEP
SHELF
STEP SHELF
6'-2"4'-412"22'-4"STEP SHELF
STEP SHELF 40'-0"(3) 2x4 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x4 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
6x6 (P.T.) WOOD COLUMN (TYP.)
8"x8" PRECAST CONC. PIER W/ 24"x24"
BASE (MIN. BEARING CAPACITY = 12 KIPS)
(T.O.P. EL. = 0'-8" ABOVE GRADE)
(B.O.F. EL. = -4'-0" MIN. BELOW GRADE)
- TYP. OF 7
10'-0"9'-11"4'-0"4'-0"11'-0"11'-0"9'-11"10'-0"7'-7"7'-7"4'-0"3-1/2x7" PSL
COLUMN
3-1/2x7" PSL
COLUMN
(4) 2x4 COL.
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 2'-0")
2'-11"6'-212"(3) 2x4 COL.
(3) 2x4 COL.
(3) 2x6
COLUMN
(3) 2x6
COLUMN
2'-0"x2'-0"x1'-0" CONT.
FTG. REINF. W/ (4)
#5's E.W. BOT.
(B.O.F. EL. = 0'-8")
2'-0"x2'-0"x1'-0" CONT.
FTG. REINF. W/ (4)
#5's E.W. BOT.
(B.O.F. EL. = -1'-4")
NOTES :
1.) COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT.
2.) T.O.W. INDICATES TOP OF WALL.
3.) T.O. SHELF INDICATES TOP OF SHELF.
4.) T.O.P. INDICATES TOP OF PIER.
5.) B.O.F. INDICATES BOTTOM OF FOOTING.
6.) (P#) INDICATES PIER REFERENCE.
7.) (BP-#) INDICATES BASE PLATE REFERENCE.
8.) C.J. INDICATES CONTROL JOINT - FINAL LOC'S TO BE APPROVED BY ARCH.
9.) ALL WOOD COLUMNS TO BEAR ON (2) 2x (P.T.) SILL PLATES.
10.) HAUNCHED FOOTINGS ARE REQUIRED BELOW ALL INTERIOR WOOD STUD BEARING WALLS AND SHEAR WALLS.
11.) INDICATES THE LOCATION OF SIMPSON HOLD-DOWNS AT THE END OF SHEAR WALLS (SEE SHEAR WALL
SCHEDULE FOR ADDITIONAL INFORMATION).
12.) 10"Ø CONCRETE FILLED SONOTUBES WITH 24"Ø BELL FOOTING ARE REQUIRED BELOW ALL PERGOLA POSTS
(SEE TYPICAL DETAIL ADDITIONAL INFORMATION). SONOTUBES AND BELL FOOTINGS ARE NOT SHOWN FOR
CLARITY. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF PERGOLA POSTS.
13.) 2x4 AND 2x6 COLUMNS AT GIRDER TRUSS LOCATIONS NOT SHOWN FOR CLARITY REFER TO FRAMING PLAN
FOR LOCATIONS.
9B
S1.2
9B
S1.2
STEP B.O.F.
1'-0" WIDE
(T.O.W. EL. = 2'-0")
STEP B.O.F.
1'-0" WIDE
(T.O.W. EL.
= 1'-0")
3-1/2" WIDE
(T.O.SHELF EL. = 0'-6")
3-1/2" WIDE
(T.O.SHELF EL. = -0'-9")
3-1/2" WIDE
(T.O.SHELF EL.
= -0'-11" @ H.P.)1'-912"20'-612"3-1/2" WIDE (T.O.SHELF
EL. = -1'-6")
3-1/2" WIDE (T.O.SHELF
EL. = 1'-3")
3-1/2" WIDE (T.O.SHELF
EL. = 1'-1" @ H.P.)2'-0"11"SIM.
SIM.
3-1/2" WIDE SHELF
(T.O.SHELF EL. = -1'-1"
@ L.P.)
61
2"
T.O.W. EL. = 0'-0"
2'-0"
B.O.F. EL. = -5'-0"
31
2"
T.O.SHELF EL.
= SLOPES
(-0'-11" @ H.P.
& -1'-1" @ L.P.)
SIM.
3-1/2" WIDE
(T.O.SHELF
EL. = 0'-11")
SIM.
STEP
T.O.W.
1'-0" WIDE (T.O.W.
EL. = 1'-0")
STEP T.O.SHELF
3-1/2" T.O. SHELF
EL. = 0'-6")
1'-0" WIDE (T.O.W.
EL. = 2'-0")3-1/2" T.O. SHELF
EL. = 0'-6")
STEP T.O.SHELF
5'-4"5'-4"27'-2"
61
2"
T.O.W. EL. = 2'-0"
2'-0"
B.O.F. EL. = -3'-0"
31
2"
T.O.SHELF EL. = 1'-6"
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
FIN. FL. EL. = 1'-0"
5'-6"5'-3"5'-3"13A
S1.3
13B
S1.3
3'-0"x3'-0"x1'-0" CONC. FTG. REINF.
W/ (5) #5's E.W. T&B.
(B.O.F. EL. = -5'-0") (P1)
(T.O.P. EL. = 0'-0")
3'-0"x3'-0"x1'-0" CONC. FTG. REINF.
W/ (5) #5's E.W. T&B.
(B.O.F. EL. = -5'-0") (P2)
(T.O.P. EL. = 1'-0")
3'-0"x3'-0"x1'-0" CONC. FTG. REINF.
W/ (5) #5's E.W. T&B.
(B.O.F. EL. = -4'-0") (P2)
(T.O.P. EL. = 2'-0")
3'-0"x3'-0"x1'-0" CONC. FTG. REINF.
W/ (5) #5's E.W. T&B.
(B.O.F. EL. = -3'-0") (P1)
(T.O.P. EL. = 2'-0")
6-1/2" T.O. WALL
EL. = 1'-0"
14
S1.3
8" T.O. WALL
EL. = 1'-6"
5'-6"6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
FIN. FL. EL. = 1'-0"
8" T.O. WALL
EL. = 1'-6"
14
S1.3
6-1/2" T.O. WALL
EL. = 1'-0"5'-0"3'-3"
14
S1.3 5'-0"3'-3"
14
S1.3
#4 BENT DOWEL
(24"x24") @ 12" o.c.
#4 BENT DOWEL
(24"x24") @ 12"
o.c.
#4 BENT
DOWEL
(24"x24")
@ 12" o.c.
#4 BENT DOWEL
(24"x24") @ 12"
o.c.
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
FIN. FL. EL. = 0'-0"6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
FIN. FL. EL. = 2'-0"10"10"CJ CJ CJ CJ
CJ
CJ CJCJCJCJCJ
CJCJCJCJCJ
CJCJCJCJDEPRESSED TOP
OF WALL @ DOOR
OPENINGS (TYP.)10"10"8" CONC. SLAB REINF. W/ #4
@ 12" o.c. E.W. CTR'D 1
8" CONC. SLAB
REINF. W/ #4 @
12" o.c. E.W. CTR'D
1
8" CONC. SLAB REINF. W/ #4
@ 12" o.c. E.W. CTR'D1
8" CONC. SLAB
REINF. W/ #4 @
12" o.c. E.W. CTR'D
1
1
c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM11/9/2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
1/4" = 1'-0"
TPA/MLB S1.1B
FOUNDATION PLAN
(BUILDING B)
REVISED NOTES / PIT SLAB 7/24/20201
(3) #5's CONT.
7"10"1'-0"2'-0"
B.O.F. EL.
= -5'-0" @ 1A
= -4'-0" @ 1B
= -3'-0" @ 1C
= -6'-0" @ 1D
= -7'-0"@ 1E
FIN. FL. EL.
= 0'-0" @ 1A
= 1'-0" @ 1B
= 2'-0" @ 1C
= -1'-0" @ 1D
= -2'-0" @ 1E
61
2"31
2"
VAPOR BARRIER
RIGID INSULATION
(COORD. W/ ARCH.) - TYP.
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
2x6 @ 12" o.c. OR 16" o.c. VARIES (SEE PLAN)
EXTERIOR WALL
(COORD. W/ ARCH.)
T.O.W. EL.
= 0'-0" @ 1A
= 1'-0" @ 1B
= 2'-0" @ 1C
= -1'-0" @ 1D
= -2'-0" @ 1E
UNDISTURBED EARTH OR
SAND & GRAVEL FILL @
LOC's OF UNSUITABLE SOILS
(SEE GEOTECH REPORT FOR
ADD'L INFO.)
7"
#4 @ 2'-0" o.c. E.W.
SECTION
SCALE: = 1'-0"
1A
S1.1A 3/4"
T.O.SHELF EL.
= -0'-6" @ 1A
= 0'-6" @ 1B
= 1'-6" @ 1C
= -1'-6" @ 1D
= -2'-6" @ 1E
4'-0" MIN.(2) #4's CONT. T&B
(2) CONT. 2x6 (P.T.) SILL PL. W/ (1) 3/4"Ø
ANCHOR BOLT (12" EMBED. + 3" HOOK)
@ 4'-0" o.c. U.O.N. IN SHEAR WALL SCH.
1A
S1.1B
7"
12" MIN. COMPACTED
SAND & GRAVEL FILL
1'-0"
(TYP.)
12" MIN. COMPACTED
SAND & GRAVEL FILL
1
1
S1.1B
1B
S1.1B
1C
S1.1A
1D
S1.1A
1E
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. ON
SHEAR WALL SCH.
(3) #5's CONT.
7"10"1'-0"VAPOR BARRIER
RIGID INSULATION
(COORD. W/ ARCH.) - TYP.
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
7"
#4 @ 2'-0" o.c. E.W.4'-0" MIN.(2) #4's CONT. T&B
#4 BENT DOWEL
(24"x24") @ 12" o.c.
T.O.W. EL.
= -0'-8" @ 2A
= 0'-4" @ 2B
= 1'-4" @ 2C
= -1'-8" @ 2D
= -2'-8" @ 2E
DOOR OPENING
12" MIN. COMPACTED
SAND & GRAVEL FILL
1'-0"
(TYP.)
1
1
2'-0"
12" MIN. COMPACTED
SAND & GRAVEL FILL
SECTION
SCALE: = 1'-0"
2A
S1.1A 3/4"
2A
S1.1B S1.1B
2B
S1.1B
2C
S1.1A
2D
S1.1A
2E
UNDISTURBED EARTH OR
SAND & GRAVEL FILL @
LOC's OF UNSUITABLE SOILS
(SEE GEOTECH REPORT FOR
ADD'L INFO.)
FIN. FL. EL.
= 0'-0" @ 2A
= 1'-0" @ 2B
= 2'-0" @ 2C
= -1'-0" @ 2D
= -2'-0" @ 2E
B.O.F. EL.
= -5'-0" @ 2A
= -4'-0" @ 2B
= -3'-0" @ 2C
= -6'-0" @ 2D
= -7'-0"@ 2E
(3) #5's CONT.
6"1'-0"1'-0"VAPOR BARRIER
RIGID INSULATION
(COORD. W/ ARCH.) - TYP.
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
2x4 @ 16" o.c.EXTERIOR WALL
(COORD. W/ ARCH.)
T.O.W. EL.
= -1'-0 @ 3A
= 1'-0" @ 3B
= 1'-0" @ 3C
= -1'-0" @ 3D
6"
#4 @ 2'-0" o.c. E.W.4'-0" MIN.(2) #4's CONT. T&B
CONT. (2) 2x4 (P.T.) NAILER ATTACHED W/ (1)
3/4"Ø ANCHOR BOLT (12" EMBED. + 3" HOOK)
@ 4'-0" o.c. U.O.N. IN SHEAR WALL SCH. (TYP.)
12" MIN. COMPACTED
SAND & GRAVEL FILL
1'-0"
(TYP.)
1
1
2'-0"
12" MIN. COMPACTED
SAND & GRAVEL FILL
SECTION
SCALE: = 1'-0"
3A
S1.1A 3/4"
3B
S1.1B S1.1B
3C
S1.1A
3D
UNDISTURBED EARTH OR
SAND & GRAVEL FILL @
LOC's OF UNSUITABLE SOILS
(SEE GEOTECH REPORT FOR
ADD'L INFO.)
FIN. FL. EL.
= -1'-0" @ 3A
= 1'-0" @ 3B
= 1'-0" @ 3C
= -1'-0" @ 3D
B.O.F. EL.
= -6'-0" @ 3A
= -5'-0" @ 3B
= -4'-0" @ 3C
= -7'-0" @ 3D
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. ON
SHEAR WALL SCH.
2"2"
(4) #5's CONT.
9"1'-0"1'-0"B.O.F. EL.
= -2'-1" @ 4A
= -1'-1" @ 4B
= -3'-1" @ 4D
= -4'-1" @ 4E
FIN. FL. EL.
= 1'-0" @ 4A
= 2'-0" @ 4B
= 0'-0" @ 4D
= -1'-0" @ 4E
VAPOR BARRIER
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
2x4 @ 16" o.c. (TYP.)
FIN. FL. EL.
= 0'-0" @ 4A
= 1'-0" @ 4B
= -1'-0" @ 4D
= -2'-0" @ 4E
9"
#4 @ 2'-0" o.c. E.W.
(2) #4's
CONT. T&B
CONT. (2) 2x4 (P.T.) NAILER ATTACHED W/ (1)
3/4"Ø ANCHOR BOLT (12" EMBED. + 3" HOOK)
@ 4'-0" o.c. U.O.N. IN SHEAR WALL SCH. (TYP.)
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
VAPOR BARRIER
12" MIN. COMPACTED
SAND & GRAVEL FILL
1'-0"
(TYP.)
1
1
2'-6"
12" MIN. COMPACTED
SAND & GRAVEL FILL
12" MIN. COMPACTED
SAND & GRAVEL FILL
SECTION
SCALE: = 1'-0"
4A
S1.1B 3/4"
4B
S1.1B S1.1A
4D
S1.1A
4E
UNDISTURBED EARTH OR
SAND & GRAVEL FILL @
LOC's OF UNSUITABLE SOILS
(SEE GEOTECH REPORT FOR
ADD'L INFO.)
RIGID INSULATION
(COORD. W/ ARCH.)
- TYP.
T.O.W. EL.
= 1'-0" @ 4A
= 2'-0" @ 4B
= 0'-0" @ 4D
= -1'-0" @ 4E
2"2"
SECTION
SCALE: = 1'-0"
5B
S1.1B 3/4"
(4) #5's CONT.
9"1'-0"1'-0"B.O.F. EL.
= -1'-1" @ 5B
= -2'-1" @ 5D
FIN. FL. EL.
= 1'-0" @ 5B
= -1'-0" @ 5D
VAPOR BARRIER
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
2x4 @ 16" o.c. (TYP.)
FIN. FL. EL.
= 1'-0" @ 5B
= -1'-0" @ 5D
9"
#4 @ 2'-0" o.c. E.W.
(2) #4's CONT. T&B
CONT. (2) 2x4 (P.T.) NAILER ATTACHED W/ (1)
3/4"Ø ANCHOR BOLT (12" EMBED. + 3" HOOK)
@ 4'-0" o.c. U.O.N. IN SHEAR WALL SCH. (TYP.)4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
VAPOR BARRIER
UNDISTURBED EARTH OR SAND
& GRAVEL FILL @ LOC's OF
UNSUITABLE SOILS (SEE GEOTECH
REPORT FOR ADD'L INFO.)
12" MIN. COMPACTED
SAND & GRAVEL FILL
1'-0"
(TYP.)
1
1
2'-6"
12" MIN. COMPACTED
SAND & GRAVEL FILL
12" MIN. COMPACTED
SAND & GRAVEL FILL
S1.1A
5D
RIGID INSULATION
(COORD. W/ ARCH.) - TYP.
2"2"
(4) #5's CONT.
9"1'-0"1'-0"B.O.F. EL.
= -2'-1" @ 6A
= -4'-1" @ 6E
FIN. FL. EL.
= 1'-0" @ 6A
= -1'-0" @ 6E
VAPOR BARRIER
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
2x4 @ 16" o.c. (TYP.)
FIN. FL. EL.
= SLOPES
(-0'-5" @ 6A H.P.)
(-2'-5" @ 6E H.P.)
9"
#4 @ 2'-0" o.c. E.W.
(2) #4's CONT. T&B
CONT. (2) 2x4 (P.T.) NAILER ATTACHED W/ (1)
3/4"Ø ANCHOR BOLT (12" EMBED. + 3" HOOK)
@ 4'-0" o.c. U.O.N. IN SHEAR WALL SCH. (TYP.)
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
VAPOR BARRIER
SECTION
SCALE: = 1'-0"
6A
S1.1B 3/4"
RIGID INSULATION
(COORD. W/ ARCH.) - TYP.
UNDISTURBED EARTH OR SAND
& GRAVEL FILL @ LOC's OF
UNSUITABLE SOILS (SEE GEOTECH
REPORT FOR ADD'L INFO.)
12" MIN. COMPACTED
SAND & GRAVEL FILL
1'-0"
(TYP.)
1
1
2'-6"
12" MIN. COMPACTED
SAND & GRAVEL FILL
12" MIN. COMPACTED
SAND & GRAVEL FILL
S1.1A
6E
T.O.W. EL.
= 1'-0" @ 6A
= -1'-0" @ 6E
2"2"
SECTION
SCALE: = 1'-0"
7B
S1.1B 3/4"
(4) #5's CONT.
9"1'-0"1'-0"B.O.F. EL.
= -1'-1" @ 7B
= -3'-1" @ 7D
FIN. FL. EL.
= SLOPES
(0'-7" @ 7B H.P.)
(-1'-5" @ 7D H.P.)
VAPOR BARRIER
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
2x4 @ 16" o.c. (TYP.)
FIN. FL. EL.
= SLOPES
(0'-7" @ 7B H.P.)
(-1'-5" @ 7D H.P.)
9"
#4 @ 2'-0" o.c. E.W.
(2) #4's CONT. T&B
CONT. (2) 2x4 (P.T.) NAILER ATTACHED W/ (1)
3/4"Ø ANCHOR BOLT (12" EMBED. + 3" HOOK)
@ 4'-0" o.c. U.O.N. IN SHEAR WALL SCH. (TYP.)
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
VAPOR BARRIER
RIGID INSULATION
(COORD. W/ ARCH.) - TYP.
UNDISTURBED EARTH OR SAND
& GRAVEL FILL @ LOC's OF
UNSUITABLE SOILS (SEE GEOTECH
REPORT FOR ADD'L INFO.)
12" MIN. COMPACTED
SAND & GRAVEL FILL
1'-0"
(TYP.)
1
1
2'-6"
12" MIN. COMPACTED
SAND & GRAVEL FILL
12" MIN. COMPACTED
SAND & GRAVEL FILL
S1.1A
7D
T.O.W. EL.
= 1'-0" @ 7B
= -1'-0" @ 7D
2"2"
SECTION
SCALE: = 1'-0"
8B
S1.1B 3/4"
(4) #5's CONT.
9"1'-0"1'-0"B.O.F. EL.
= -1'-1" @ 8B
= -3'-1" @ 8D
FIN. FL. EL.
= SLOPES
(1'-7" @ 8B H.P.)
(-0'-5" @ 8D H.P.)
VAPOR BARRIER
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
2x4 @ 16" o.c. (TYP.)
FIN. FL. EL.
= 1'-0" @ 8B
= -1'-0" @ 8D
9"
#4 @ 2'-0" o.c. E.W.
(2) #4's CONT. T&B
CONT. (2) 2x4 (P.T.) NAILER ATTACHED W/ (1)
3/4"Ø ANCHOR BOLT (12" EMBED. + 3" HOOK)
@ 4'-0" o.c. U.O.N. IN SHEAR WALL SCH. (TYP.)
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
VAPOR BARRIER
RIGID INSULATION
(COORD. W/ ARCH.) - TYP.
UNDISTURBED EARTH OR SAND
& GRAVEL FILL @ LOC's OF
UNSUITABLE SOILS (SEE GEOTECH
REPORT FOR ADD'L INFO.)
12" MIN. COMPACTED
SAND & GRAVEL FILL
1'-0"
(TYP.)
1
1
2'-6"
12" MIN. COMPACTED
SAND & GRAVEL FILL
12" MIN. COMPACTED
SAND & GRAVEL FILL
S1.1A
8D
T.O.W. EL.
= 2'-0" @ 8B
= 0'-0" @ 8D
2"2"
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
6"
MIN.
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
FIN. FL. EL.
= 0'-0" @ 9A
= 1'-0" @ 9B
= 2'-0" @ 9C
= -1'-0" @ 9D
= -2'-0" @ 9E
8"
FIN. FL. EL.
= SLOPES
(-0'-5" @ 9A H.P.)
(0'-7" @ 9B H.P.)
(1'-7" @ 9C H.P.)
(-1'-5" @ 9D H.P.)
(-2'-5" @ 9E H.P.)
CONT. #4 T&B
#4 BENT DOWEL @ 12" o.c.
VAPOR BARRIER (TYP.)
RIGID INSULATION
(COORD. W/ ARCH.) - TYP.
2'-0"
2'-0"
SLOPE
12" MIN. COMPACTED
SAND & GRAVEL FILL
SECTION
SCALE: = 1'-0"
9A
S1.1A 3/4"
9A
S1.1B S1.1B
9B
S1.1B
9C
S1.1A
9D
S1.1A
9E
2x6 @ 16" o.c. BEARING WALL
CONT. (2) 2x6 NAILER
VAPOR BARRIER
51
2"
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
RIGID INSULATION
(COORD. W/ ARCH.)
2'-0"
#4 BENT DOWEL @ 12" o.c.
CONT. #4 T&B
8"
6"
MIN.
FIN. FL. EL.
= 0'-0" @ 10A
= 1'-0" @ 10B
= 2'-0" @ 10C
= -1'-0" @ 10D
= -2'-0" @ 10E
12" MIN. COMPACTED
SAND & GRAVEL FILL
SECTION
SCALE: = 1'-0"
10A
S1.1A 3/4"
10A
S1.1B S1.1B
10B
S1.1B
10C
S1.1A
10D
S1.1A
10E
COORD. W/ LIFT MFR.
- INFILL W/ GROUT AS REQ'D
8" CONC. SLAB REINF. W/
#4's @ 12" o.c. E.W. CTR'D
1'-0"
2
2x6 @ 16" o.c. BEARING WALL
CONT. (2) 2x6 (P.T.) SILL PL.
VAPOR BARRIER
51
2"
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
FIN. FL. EL.
= SLOPES
(0'-7" @ 11B H.P.)
(-1'-5" @ 11D H.P.)
RIGID INSULATION
(COORD. W/ ARCH.)
2'-0"
#4 BENT DOWEL @ 12" o.c.CONT. #4 T&B
FIN. FL. EL.
= COORD. W/
ELEV. MRF.
12" MIN. COMPACTED
SAND & GRAVEL FILL
SECTION
SCALE: = 1'-0"
11B
S1.1B 3/4"
11D
S1.1A
3" (COORD. W/ LIFT MFR.)5"8" CONC. SLAB REINF. W/
#4's @ 12" o.c. E.W. CTR'D
6"
1
2x6 @ 16" o.c.
CONT. (2) 2x6 NAILER
VAPOR BARRIER
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
RIGID INSULATION
(COORD. W/ ARCH.)
2'-0"
#4 BENT DOWEL @ 12" o.c.
CONT. #4 T&B
12"
6"
MIN.
FIN. FL. EL.
= 1'-0" @ 12B
= -1'-0" @ 12D
12" MIN. COMPACTED
SAND & GRAVEL FILL
SECTION
SCALE: = 1'-0"
12B
S1.1B 3/4"
12D
S1.1A
#4 @ 12" o.c. E.W.1'-0"8" CONC. SLAB REINF. W/
#4's @ 12" o.c. E.W. CTR'D
1'-0"
COORD. W/ LIFT MFR.
- INFILL W/ GROUT AS REQ'D
2
c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM11/9/2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
AS NOTED
TPA/MLB S1.2
FOUNDATION/GROUND
LEVEL SECTIONS (BUILDING B)
REVISED LIFT SLAB 7/24/20201
REVISED FOUNDATION SECTIONS 10/7/20202
SCALE: 1/2" = 1'-0"
1'-0"
TYP.
MIN. TYP.
2'-0"1'-0"1'-0"1'-0"2'-0"
MIN. TYP. MIN. TYP.
2'-0"1'-0"1'-0"1'-0"2'-0"
MIN. TYP.
1'-0"
TYP.
SEE SECTIONS
FOR REINF.
TYPICAL STEP FOOTING DETAIL
UNDISTURBED EARTH OR
SAND & GRAVEL FILL @ LOC's
OF UNSUITABLE SOILS
(2) #6 ADDED
EACH WAY
SCALE: N.T.S.
WALL ABOVE
(2) #5 AROUND OPENING
SEE SECTIONS FOR WALL
REINFORCEMENT
8"1'-0"
UNDISTURBED EARTH OR
SAND & GRAVEL FILL @ LOC's
OF UNSUITABLE SOILS PIPE SLEEVES OR OPENING
SEE MECHANICAL & ELECT.
DWG'S FOR LOCATION
NOTE :
THE LOCATION OF THIS DETAIL (IF REQ'D) IS NOT SHOWN ON THE FOUNDATION PLAN.
CONTRACTOR TO COORDINATE WITH SUBCONTRACTORS INVOLVED TO DETERMINE
LOCATIONS AND GRADES OF LINES. FAILURE TO CONFORM WITH THIS DETAIL WILL BE
SUFFICIENT CAUSE FOR REMOVAL OF CONCRETE FOR PROPER INSTALLATION AS DETAILED
ABOVE. THE INSTALLATION OF CONDUIT, ETC., BELOW FOOTINGS WILL NOT BE ALLOWED.
TYPICAL DETAIL @ LOWERED FOOTING FOR
PIPE SLEEVES & OPENINGS IN FOUNDATION WALL
SEE
SECTIONS
FOR REINF.
4" SLAB
VAPOR BARRIER
1-1/2" MIN. SAWCUT (FILL GROOVE
W/ EXPANDABLE/FLEXIBLE
METZGER MCGUIRE MM-80 GROUT)
12" MIN. COMPACTED
SAND & GRAVEL FILL RIGID INSULATION
(COORD. W/ ARCH.)
TYPICAL SAWCUT CONSTRUCTION
JOINT DETAIL (C.J.)
NOT TO SCALE
TYPICAL
REINF.T/3TT/3T/3T/6
TYPICAL CONSTRUCTION JOINT
AT CONCRETE WALLS DETAIL
NOT TO SCALE
HORIZONTAL BARS
SPLICE LENGTH
SPLICE LENGTH
SPLICE LENGTH(TYPICAL)
LAP OUTSIDE BARS OR PROVIDE
CORNER BARS AS SHOWN
STANDARD HOOK
0"U BARS AT OPENING
AND ENDS OF WALLS
TYPICAL PLAN OF HORIZONTAL REINFORCEMENT
AT CORNERS OF CONCRETE WALLS DETAIL
NOT TO SCALE
(INCHES)
(BARS OTHER THAN
MINIMUM REINFORCING STEEL
SPLICE LENGTHS SCHEDULE
SPLICE LENGTH
#8
#10
#9
#7
#6
62
79
70
54
37
#5
#4
BAR SIZE
#3
31
25
CLASS B
TOP BARS)
19
81
103
91
70
48
40
33
TOP BARS
25
NOTE:
IF THE CLEAR SPACING BETWEEN BARS IS LESS THAN 3 BAR
DIAMETERS OF IF THE COVER IS LESS THAN 2 BAR DIAMETERS,
INCREASE THE SPLICE LENGTH BY 50%.
BP-2
(1) #6's VERT. W/
10" HOOK
24"Ø BELL
FOOTING
UNDISTURBED
EARTH2'-0"
GALV. HSS5x5
COL. (SEE A5.7
FOR ADD'L INFO.)
T.O.P. EL. = 0'-6"
ABOVE GRADE
(COORD. W/ ARCH.)
B.O.F. EL. = -4'-0"
BELOW GRADE
PIER & FOOTING DETAIL
FOR PERGOLA POSTS
SCALE: 3/4" = 1'-0"
NOTE:
DETAIL IS APPLICABLE FOR ALL PERGOLA
POSTS (COORDINATE LOCATIONS WITH
ARCHITECTURAL DRAWINGS .
1'-0"
12" Ø CONC.
SONOTUBE
BASE PLATE DETAIL (BP-1)
SCALE: 3/4" = 1'-0"
CL
CL
31
2"61
2"212"512"10"8"3"11
2"11
2"(4) 3/4"Ø ANCHOR
BOLTS
HSS7x5 COLUMN
3/4"x10"x8"
BASE PL.
2 SIDES
2 SIDES
CL
CL
5"4"8"9"
31
2"61
2"10"1'-2"1'-0"NOTE:
SEE BASE PLATE DETAIL (BP-1)
FOR ADDITIONAL INFORMATION.
PIER DETAIL (P1)
SCALE: 3/4" = 1'-0"
APPROX. ANCHOR
BOLT LOC's
(4) #8's VERT. W/ (1) #3
TIE @ 12" o.c. (2 ADD'L
TIES @ 2" o.c. TOP)
T.O.P. EL. = SEE
PLAN
T.O.W. EL. = SEE PLAN
T.O.SHELF EL. = SLOPES
(SEE PLAN)
T.O.W. EL. = SEE PLAN
T.O.W. EL. = SEE
PLAN
CL
CL
1'-9"
9"1'-0"
9"2"6"4"1'-0"
T.O.W. EL. = SEE
PLAN (4) #8's VERT. W/ (1) #3
TIE @ 12" o.c. (2 ADD'L
TIES @ 2" o.c. TOP)
NOTE:
SEE BASE PLATE DETAIL (BP-1)
FOR ADDITIONAL INFORMATION.
PIER DETAIL (P2)
SCALE: 3/4" = 1'-0"
T.O.P. EL. = SEE
PLAN
T.O.W. EL. = SEE
PLAN
APPROX. ANCHOR
BOLT LOC's
SECTION
SCALE: = 1'-0"
13A
S1.1A 3/4"
13B
S1.1A
(3) #5's CONT.
8"8"1'-0"2'-0"
B.O.F. EL.
= -5'-0" @ 13A
= -4'-0" @ 14B
= -7'-0" @ 14C
= -6'-0" @ 14D
T.O.W. EL.
= 1'-6" @ 13A &13B
= -0'-6" @ 13B & 13C
UNDISTURBED EARTH OR
SAND & GRAVEL FILL @
LOC's OF UNSUITABLE SOILS
(SEE GEOTECH REPORT FOR
ADD'L INFO.)
8"
#4 @ 2'-0" o.c. E.W.4'-0" MIN.(2) #4's CONT. T&B
12" MIN. COMPACTED
SAND & GRAVEL FILL
1'-0"
(TYP.)
1
1
ALT. HOOK DIRECT.
EVERY OTHER BAR
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
OPTIONAL #4 DOWEL
24" LONG @ 12" o.c. (DRILL &
FILL CONC. W/ HILTI HY-100
ADHESIVE, 4" MIN. EMBED.)
FIN. FL. EL.
= 1'-0" @ 13A & 13B
= -1'-0" @ 13C & 13D
13C
S1.1B
13D
S1.1B 1'-4"8"6"
PAVEMENT
(BY OTHERS)
(2) CONT.
#4's
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
2'-0"
#4 BENT DOWEL
@ 12" o.c.
12" MIN. COMPACTED
SAND AND GRAVEL FILL
SECTION
SCALE: = 1'-0"
14
S1.1A 3/4"
14
S1.1B
BASE PLATE DETAIL (BP-2)
SCALE: 3/4" = 1'-0"
(4) GALV. 3/4"Ø
ANCHOR BOLTS
(12" MIN. EMBED.)
1/2"x11"x11" GALV.
BASE PL. ON 1"
MIN. NON-SHRINK
GROUT3"11"11"
1" (TYP)
GALV. HSS5x5 COL.
CL
CL
51
2"51
2"712"12" Ø CONC.
SONOTUBE
c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM11/9/2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
AS NOTED
TPA/MLB S1.3
TYPICAL FOUNDATION/GROUND
LEVEL SECTIONS & DETAILS
(BUILDING B)
FIRST FLOOR FRAMING PLAN
SCALE: 1/4" = 1'-0"
A
2'-0"38'-0"2'-0"42'-0"77'-0"
18'-11"18'-11"19'-7"19'-7"
19'-7"18'-11"18'-11"19'-7"
77'-0"
B C D E
2
1
3
4 14" WOOD TRUSS @ 16" o.c.14" WOOD GIRDER TRUSS
JOIST HANGER 2x8 @ 16" o.c.3/4" T&G CDX PLYWOOD
OR ADVANTECH SHEATHING
(FIN. FL. EL. = 7'-5 3/8" @ BLDG A)
(FIN. FL. EL. = 11'-5 3/8" @ BLDG B)
(2) 1-3/4x14" LVL
(2) 1-3/4x14" LVL
14" WOOD GIRDER TRUSS 14" WOOD TRUSS @ 16" o.c.(2) 1-3/4x14" LVL
14" WOOD GIRDER
TRUSS2x8 @ 16" o.c.14" WOOD GIRDER TRUSS
(3) 2x4
COLUMN14" WOOD TRUSS @ 16" o.c.14" WOOD GIRDER TRUSS
JOIST HANGER2x8 @ 16" o.c.3/4" T&G CDX PLYWOOD OR
ADVANTECH SHEATHING
(FIN. FL. EL. = 9'-5 3/8" @ BLDG B)
(2) 1-3/4x14" LVL
(2) 1-3/4x14" LVL
3/4" T&G CDX PLYWOOD
OR ADVANTECH SHEATHING
(FIN. FL. EL. = 8'-5 3/8" @ BLDG A)
(FIN. FL. EL. = 10'-5 3/8" @ BLDG B)
14" WOOD GIRDER TRUSS14" WOOD TRUSS @ 16" o.c.(2) 1-3/4x14" LVL
14" WOOD GIRDER
TRUSS 2x8 @ 16" o.c.14" WOOD GIRDER TRUSS
(3) 2x4
COLUMN
NOTES :
1.) COORDINATE ALL DIMENSIONS AND ELEVATION WITH THE ARCHITECT.
2.) ALL PLAN DIMENSIONS ARE TO OUTSIDE FACE OF THE EXTERIOR 2x6 STUD WALLS.
3.) ALL (2) 2x HEADERS SHALL INCLUDE (1 LAYER) 1/2" PLYWOOD.
4.) ALL (3) 2x HEADERS SHALL INCLUDE (2 LAYERS) 1/2" PLYWOOD.
5.) ALL (3) LVL HEADERS SHALL INCLUDE (1 LAYER) 1/4" PLYWOOD.
6.) ALL HEADERS SHALL BE SUPPORTED BY (3) 2x POSTS AT EACH END UNLESS OTHERWISE NOTED
(MATCH WALL STUD DEPTH). POSTS MUST BE CONTINUOUS BETWEEN FLOORS DOWN TO THE
LOWEST LEVEL.
7.) ALL HEADERS FOR INTERIOR NON-LOAD BEARING WALLS SHALL BE (2) 2x8's IN 2x4 STUD WALLS
OR (3) 2x8's IN 2x6 STUD WALLS.
8.) ALL EXTERIOR WALLS SHALL BE SHEATHED WITH ZIP R WALL SHEATHING (R6) ATTACHED WITH
16d NAILS SPACED AT 6" o.c. EDGE AND 12" o.c FIELD (ALL JOINTS TO BE FULLY BLOCKED) UNLESS
OTHERWISE NOTED IN THE SHEAR WALL SCHEDULE.
9.) ALL FLUSH FRAMED MEMBERS SHALL BE CONNECTED WITH JOIST HANGERS.
10.) FLOOR TRUSS TO GIRDER TRUSS CONNECTIONS TO BE DESIGNED BY THE TRUSS
MANUFACTURER.
11.) SEE PARTIAL FIRST FLOOR FRAMING PLAN (BUILDING A) ON SHEET S5.1 FOR THE REVISED FLOOR
FRAMING FOR BUILDING A BETWEEN COLUMNS 'A' AND 'B'.
12.) ALL GIRDER TRUSSES SHALL BE SUPPORTED BY (3) 2x POSTS AT EACH END UNLESS OTHERWISE
NOTED (MATCH STUD DEPTH). POSTS MUST BE CONTINUOUS BETWEEN FLOORS DOWN TO THE
LOWEST LEVEL.
2x4 @ 16" o.c. BEARING WALL2x4 @ 16" o.c. BEARING WALL
6
S2.3
12
S2.3
5
S2.3 2
S2.3
6
S2.3
5
S2.3
1
S2.3
4
S2.3
1
S2.3
8
S2.3
12
S2.3
3
S2.3
(3) 2x10 (3) 1-3/4x11-7/8" LVL (3) 1-3/4x11-7/8" LVL (3) 2x10
(3) 2x12
(3) 2x10 (3) 1-3/4x11-7/8" LVL (3) 1-3/4x11-7/8" LVL (3) 2x10
(3) 2x12 (3) 2x10(3) 2x10(3) 2x10(3) 2x10(3) 2x10(3) 2x10
2x4 @ 16" o.c. BEARING WALL
2x4 @ 12" o.c. BEARING WALL
2x4 @ 12" o.c. BEARING WALL
2x8 (P.T.) JOISTS @ 16" o.c.
CONT. 2x8 (P.T.) LEDGER
5/4" (P.T.) DECKING
(COORD. W/ ARCH.)
2x8 @ 16" o.c. ROOF RAFTERS
(2x8 CEILING JOISTS @ 16" o.c. BELOW)SLOPEDECORATIVE WOOD BRACKET BELOW
(COORD. W/ ARCH.) - TYP. OF 35/8" CDX PLYWOOD
ADD'L 2x8 (P.T.)
SEE "ENLARGED STAIR
PLAN 1" ON SHEET S2.2
FOR ADD'L INFO.
SEE "ENLARGED STAIR PLAN 1"
ON SHEET S2.2 FOR ADD'L
INFO. (OPP. HAND)
14" WOOD GIRDER TRUSS
(3) 2x4 COLUMN
(3) 2x6 COLUMN (3) 2x4 COLUMN
(3) 2x6 COLUMN
14" WOOD GIRDER TRUSS
2x6 @ 16" o.c.
EXTERIOR
BEARING
WALL U.O.N.
ADD'L 2x8 (P.T.)
5/4" (P.T.) DECKING
(COORD. W/ ARCH.)
ADD'L 2x8 (P.T.)ADD'L 2x8 (P.T.)
2x8 (P.T.) JOISTS @ 16" o.c.
CONT. 2x8 (P.T.) LEDGER
5/4" (P.T.) DECKING
(COORD. W/ ARCH.)
ADD'L 2x8 (P.T.)2x8 (P.T.) JOISTS @ 16" o.c.
CONT. 2x8 (P.T.) LEDGER
CANT. (TYP.)STAIR DOWNSTAIR DOWNSTAIR DOWNSEE "ENLARGED STAIR
PLAN 2" ON SHEET S2.2
FOR ADD'L INFO.
SEE "ENLARGED STAIR
PLAN 2" ON SHEET S2.2
FOR ADD'L INFO.
2x6 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
2x6 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
ADD'L 2x8 (P.T.)
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 1-3/4x14" LVL
@ STAIR OPENING
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6
COLUMN
(2) ADD'L 1-3/4x14" LVL
@ STAIR OPENING
ADD'L 1-3/4x14" LVL
@ STAIR OPENING
ADD'L 1-3/4x14" LVL
@ STAIR OPENING
2
S2.3
6
S2.3
(2) CONT. 2x8 (P.T.)
6x6 (P.T.) WOOD POST
6x6 (P.T.) WOOD POST
6x6 (P.T.) WOOD
POST
(2) CONT. 2x8 (P.T.)
6x6 (P.T.) WOOD POST6x6 (P.T.) WOOD POST6x6 (P.T.) WOOD
POST
(2) CONT. 2x8 (P.T.)
5-1/4x9-1/2" TREATED
GLULAM BEAM LOW 2'-0"4'-0"11
2"11
2"
3-1/2x7" PSL
COLUMN
3-1/2x7" PSL
COLUMN
(4) 2x4 COL.
SW-9SW-2SW-2SW-2SW-2SW-2SW-214" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS 14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER
TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER
TRUSS
14" WOOD GIRDER TRUSS
3/4" T&G CDX PLYWOOD
OR ADVANTECH SHEATHING
(FIN. FL. EL. = 8'-5 3/8" @ BLDG A)
(FIN. FL. EL. = 10'-5 3/8" @ BLDG B)
SLOPE DECK
FRAMING112"41'-9"112"SLOPE DECK
FRAMING
SLOPE DECK
FRAMING
5-1/4x9-1/2" TREATED
GLULAM BEAM LOW
5-1/4x9-1/2" TREATED
GLULAM BEAM LOW
5-1/4x9-1/2" TREATED
GLULAM BEAM LOW
10
S2.310
S2.3
11
S2.3
STAIR DOWN19'-9"36'-10"20'-2"
9
S2.3
2x10 LEDGER & 2x8
LEDGER BELOW
(3) 2x8
2x6 @ 16" o.c.
BEARING WALL
2x8 ROOF RAFTER @ 16" o.c.
(2x8 CEILING JOIST @ 16" o.c.
BELOW)
5/8" CDX PLYWOODSW-5SW-5SW-8 SW-8SW-9
SW-8 SW-8
W16x31
HSS7x5x1/2 COL.
W16x31
HSS7x5x1/2 COL.HSS7x5x1/2 COL.
HSS7x5x1/2 COL.
(3) 2x4 COLUMN
ABOVE
(3) 2x4
COLUMN
ABOVE
ADD'L 14" WOOD TRUSS ADD'L 14" WOOD TRUSS
13
S6.2 13
S6.2
13
S6.2
13
S6.2
(P.T.) 2x10 @ 16" O.C.CONT. 2x10 (P.T.) LEDGER
ATTACHED (4) 1/4" Ø LAG
SCREWS @ 16" o.c.
PROVIDE (3) 2x6 COL's @ 2x6 STUD
WALLS & (4) 2x4 COL's @ 2x4 STUD
WALLS @ ENDS OF ALL GIRDER
TRUSSES DOWN TO LOWEST LEVEL
(TYP. ALL LOC'S)
1
CANT.
CANT.CANT.
CANT.CANT.CANT.
2
2 2
2
c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM11/9/2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
1/4" = 1'-0"
TPA/MLB S2.1
FIRST FLOOR FRAMING PLAN
REVISED FRAMING NOTES 7/24/20201
REVISED NOTES 10/7/20202
ENLARGED STAIR PLAN 1
SCALE: 1/2" = 1'-0"
CONT. 2x8 LEDGER
NOTE:
FLOOR FRAMING NOT SHOWN FOR CLARITY.
(2) 2x12
2x6 @ 16" o.c.
BEARING WALL
(3) 2x6 COLUMN
JOIST HANGER (TYP.)
3/4" T&G CDX PLYWOOD
2x8 @ 16" o.c.
(3) 2x4 COLUMN
(4) 1-3/4x11-7/8" LVL
STRINGERS @ EQ. SP.
(4) 1-3/4x11-7/8" LVL
STRINGERS @ EQ. SP.
14" WOOD GIRDER TRUSS
STAIR DOWN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 1-3/4x14" LVL
@ STAIR OPENING
ADD'L 1-3/4x14" LVL
@ STAIR OPENING
STAIR DOWN
1-3/4"x14" LVL ATTACHED
W/ 16d NAILS @6" o.c. T&B
(2) 1-3/4"x14" LVL
ENLARGED STAIR PLAN 4
SCALE: 1/2" = 1'-0"
NOTE:
FLOOR FRAMING NOT SHOWN FOR CLARITY.
(4) 1-3/4x11-7/8" LVL
STRINGERS @ EQ. SP.STAIR DOWN2x6 @ 16" o.c.
BEARING WALL
(3) 2x4 COLUMN
JOIST HANGER (TYP.)
CONT. 2x8 LEDGER
(3) 2x4 COLUMN
STAIR
DOWN (4) 1-3/4x11-7/8" LVL STRINGERS @ EQ. SP.(4) 1-3/4x11-7/8" LVLSTRINGERS2x8 @16" o.c.2x8 @ 16" o.c.14" WOOD GIRDER TRUSS
14" WOOD
GIRDER TRUSS
3/4" T&G CDX PLYWOOD
(3) 2x4 COLUMN
(3) 2x6 COLUMN
(2) 2x12
(2) 2x10
(2) 2x10
(2) 2x10
3/4" T&G CDX PLYWOOD
CONT. 2x8 LEDGER
1-3/4"x14" LVL
ATTACHED W/
16d NAILS @6"
o.c. T&B
(3) 2x4 COLUMN
14" WOOD
GIRDER TRUSS
ENLARGED STAIR PLAN 3
SCALE: 1/2" = 1'-0"
CONT. 2x8 LEDGER
NOTE:
FLOOR FRAMING NOT SHOWN FOR CLARITY.
(2) 2x12
2x6 @ 16" o.c.
BEARING WALL
(3) 2x6 COLUMN
JOIST HANGER (TYP.)
3/4" T&G CDX PLYWOOD
2x8 @ 16" o.c.
(3) 2x4 COLUMN
(4) 1-3/4x11-7/8" LVL
STRINGERS @ EQ. SP.
(4) 1-3/4x11-7/8" LVL
STRINGERS @ EQ. SP.STAIR DOWN14" WOOD GIRDER TRUSS
STAIR DOWN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 1-3/4x14" LVL
ADD'L 1-3/4x14" LVL
W/ 16d NAILS @6" o.c. T&B
ENLARGED STAIR PLAN 2
SCALE: 1/2" = 1'-0"
NOTE:
FLOOR FRAMING NOT SHOWN FOR CLARITY.
(4) 1-3/4x11-7/8" LVL
STRINGERS @ EQ. SP.
(4) 1-3/4x11-7/8" LVL
STRINGERS @ EQ. SP.
STAIR UP
STAIR DOWN
(3) 2x4 COLUMN
JOIST HANGER (TYP.)
CONT. 2x8 LEDGER
2x8 @ 16" o.c.3/4" T&G CDX PLYWOOD
14" WOOD GIRDER
TRUSS
14" WOOD GIRDER
TRUSS
(3) 2x4 COLUMN
STAIR UP(4) 1-3/4x11-7/8" LVLSTRINGERS @ EQ. SP.(4) 1-3/4x11-7/8" LVLSTRINGERS @ EQ. SP.STAIR DOWN
(2) 2x12
(2) 2x10
1-3/4"x14" LVL ATTACHED
W/ 16d NAILS @6" o.c. T&B
(3) 2x4 COLUMN
c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM11/9/2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
1/2" = 1'-0"
TPA/MLB S2.2
ENLARGED STAIR FRAMING
PLANS
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. IN
SHEAR WALL SCH.
EXTERIOR WALL
(COORD. W/ ARCH.)
14" DEEP WOOD TRUSS
@ 16" o.c.
2x6 @ 16" o.c.
2x6 @ 16" o.c.
3/4" T&G CDX PLYWOOD
1ST FL. EL.
= SEE PLAN
(1) 2x6 CONT. SILL PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.(2) 2x6 CONT. TOP PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
CONT. 1-3/4"x14"
LVL OR
TIMBERSTRAND
RIM BOARD
SECTION
SCALE: = 1'-0"
1
S2.1 3/4"
1
S5.1
2
SECTION
SCALE: = 1'-0"
2
S2.1 3/4"
EXTERIOR WALL
(COORD. W/ ARCH.)
14" DEEP WOOD TRUSS
@ 16" o.c.
2x6 @ 12" OR 16" o.c.
(SEE PLAN)
3/4" T&G CDX PLYWOOD
1ST FL. EL.
= SEE PLAN
(1) 2x6 CONT. SILL PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.(2) 2x6 CONT.
TOP PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
(2) CONT. 1-3/4"x14" LVL
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. IN
SHEAR WALL SCH.
2x6 @ 12" OR 16" o.c.
(SEE PLAN)
2
S5.1
EXTERIOR WALL
(COORD. W/ ARCH.)
14" DEEP WOOD TRUSS
@ 16" o.c.
2x6 @ 12" o.c.
2x6 @ 12" o.c.
3/4" T&G CDX PLYWOOD
1ST FL. EL.
= SEE PLAN
(1) 2x6 CONT. SILL PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
(2) 2x6 CONT. TOP PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
(2) CONT. 1-3/4"x14" LVL
SECTION
SCALE: = 1'-0"
3
S2.1 3/4"
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. IN
SHEAR WALL SCH.
125
(3) 2x8 WOOD BLOCKING BETWEEN WALL
STUDS ALONG EXTENT OF CANOPY ROOF
(ATTACH BLOCKING TO STUDS W/ 4-1/4"Ø
LAG SCREWS EA. END)
CONT. 2x8 LEDGER
(2 LAYERS) 3/4" PLYWOOD SHEATHING
ATTACHED W/ 16d NAILS @ 6" o.c. EDGE
& 12" o.c. FIELD (ALL JOINTS TO BE FULLY
BLOCKED U.O.N. IN SHEAR WALL SCH.)
ALONG EXTENT OF CANOPY ROOF
L4x4x1/4 x 6" @ 16" o.c. LONG ATTACHED
W/ (2) 1/2"Ø THRU-BOLTS (EA. LEG)
CONT. 2x10 LEDGER
(2) 5/8"Ø THRU-BOLTS
CONT. 2x8 RIM BOARD
ATTACHED W/ (3) 10d
NAILS @ 16" o.c. (CUT
DEPTH AS REQ'D)
(6) 10d NAILS
5/8" PLYWOOD OR
ZIP-SHEATHING
L4x4x1/4 x 6" @ 16" o.c. LONG ATTACHED
W/ (2) 1/2"Ø THRU-BOLTS (EA. LEG)
3
S5.1
PRE-ASSEMBLED 6x6 (P.T.)
DECORATIVE BRACKET BEYOND
(COORD. W/ ARCH.)
2x8 @ 16" o.c.
(3) 2x8 WOOD BLOCKING @ TOP &
BOTTOM OF DECORATIVE BRACKET
(ATTACH BLOCKING TO STUDS W/
4-1/4"Ø LAG SCREWS EA. END)
HORIZ. 2x4 &
2x4 X-BRACING
@ 4'-0" o.c.
(2) BAYS
2
SECTION
SCALE: = 1'-0"
4
S2.1 3/4"
2x6 @ 16" o.c.
(1) 2x6 CONT. SILL PL.
EXTERIOR WALL
(COORD. W/ ARCH.)(2) 16d NAILS @ 16" o.c.
U.O.N. IN SHEAR WALL SCH.
T.O.LVL EL.
= MATCH FLOOR FRAMING
(3) 1-3/4"x14" LVL ATTACHED W/
(1) 1/2"Ø THRU-BOLT @ 2'-0" o.c
STAGGERED T&B (COUNTERSINK
BOLT HEADS AS REQ'D)
(2) 2x6 CONT. TOP PL.
2x6 @ 16" o.c.
STAIR TREAD OR 3/4" T&G
CDX PLYWOOD @ LANDING
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. IN
SHEAR WALL SCH.
ATTACH STAIR STRINGER
OR 2x8 TO WALL STUDS
W/ (2) 16d NAILS @ EA.
STAIR STRINGER
OR 2x8 @ 16" o.c.
4
S5.1
(2) 16d NAILS @ 16" o.c.
U.O.N. IN SHEAR WALL SCH.
SECTION
SCALE: = 1'-0"
5
S2.1 3/4"
2x6 @ 16" o.c.
(1) 2x6 CONT. SILL PL.
EXTERIOR WALL
(COORD. W/ ARCH.)(2) 16d NAILS @ 16" o.c.
U.O.N. IN SHEAR WALL SCH.
(3) 1-3/4"x14" LVL ATTACHED W/
(1) 1/2"Ø THRU-BOLT @ 2'-0" o.c
STAGGERED T&B (COUNTERSINK
BOLT HEADS AS REQ'D)
(2) 2x6 CONT. SILL PL. ATTACHED
W/ (2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
2x6 @ 16" o.c.
3/4" T&G CDX PLYWOOD
CONT. 2x8 LEDGER
ATTACHED W/ (4) 16d
NAILS @ 16" o.c.
2x8 @ 16" o.c.
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. IN
SHEAR WALL SCH.
5
S5.1
T.O.LVL EL.
= MATCH FLOOR FRAMING
JOIST HANGER
SECTION
SCALE: = 1'-0"
6
S2.1 3/4"
EXTERIOR WALL
(COORD. W/ ARCH.)
14" DEEP WOOD
TRUSS @ 16" o.c.
2x6 @ 12" OR 16" o.c.
(SEE PLAN)
2x6 @ 12" OR 16" o.c.
(SEE PLAN)
3/4" T&G CDX PLYWOOD
1ST FL. EL.
= SEE PLAN
(1) 2x6 CONT. SILL PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
(2) 2x6 CONT. TOP PL. ATTACHED W/ (2)
16d NAILS U.O.N. IN SHEAR WALL SCH.
(2) CONT. 1-3/4"x14" LVL
5/4 (P.T.) COMPOSITE DECKING
(COORD. W/ ARCH.)
5-1/4"x9-1/2" TREATED
GLULAM BEAM
CANT.
(2) CONT. 2x8 (P.T.)
JOIST HANGER (TYP.)
2x8 (P.T.) @ 16" o.c.
DECK FL. EL. =
COORD. W/ ARCH.
2'-0"4'-0"
CONT. 2x8 (P.T.) LEDGER
ATTACHED W/ (3) 1/2"Ø
LAG SCREWS @ 16" o.c.
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. IN
SHEAR WALL SCH.3/4" T&G CDX PLYWOOD
SLOPE121/8
2x (P.T.) TAPERED SLEEPER
ATTACHED W/ (1) 16d NAIL @ 6" o.c.
(HEIGHT VARIES FROM 1-1/2" TO 2")
- WRAP IN SELF ADHERED
MEMBRANE (COORD. W/ ARCH.)
ROOFING MEMBRANE
(COORD. W/ ARCH.)
6
S5.1
COORD. RAILING W/ ARCH.
(NOT SHOWN FOR CLARITY)
SIMPSON H2.5T HURRICANE
TIE (EA. SIDE)
INSTALL P.T. WOOD
SHIMS FOR TIGHT FIT
2x8 (P.T.) SOLID
BLOCKING
SECTION
SCALE: = 1'-0"
7
S5.1 3/4"
EXTERIOR WALL
(COORD. W/ ARCH.)
14" DEEP WOOD
TRUSS @ 16" o.c.
2x6 @ 16" o.c.
2x6 @ 16" o.c.
3/4" T&G CDX PLYWOOD
1ST FL. EL.
= SEE PLAN
(1) 2x6 CONT. SILL PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
(2) 2x6 CONT. TOP PL. ATTACHED W/ (2)
16d NAILS U.O.N. IN SHEAR WALL SCH.
CONT. 1-3/4"x14" LVL RIM BOARD
5/4 (P.T.) COMPOSITE DECKING
(COORD. W/ ARCH.)
CANT.
(3) CONT. 2x10 (P.T.)
JOIST HANGER (TYP.)
2x8 (P.T.) @ 16" o.c.
DECK FL. EL. =
COORD. W/ ARCH.
5'-5 1/2"
CONT. 2x8 (P.T.) LEDGER
ATTACHED W/ (3) 1/2"Ø
LAG SCREWS @ 16" o.c.
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. IN
SHEAR WALL SCH.3/4" T&G CDX PLYWOOD
SLOPE12
1/8
2x (P.T.) TAPERED SLEEPER
ATTACHED W/ (1) 16d NAIL @ 6" o.c.
(HEIGHT VARIES FROM 1-1/2" TO 2")
- WRAP IN SELF ADHERED
MEMBRANE (COORD. W/ ARCH.)
ROOFING MEMBRANE
(COORD. W/ ARCH.)
COORD. RAILING W/ ARCH.
(NOT SHOWN FOR CLARITY)
2x8 (P.T.) SOLID
BLOCKING
EXTERIOR WALL
(COORD. W/ ARCH.)
2x6 @ 12" o.c.
2x6 @ 12" o.c.
3/4" T&G CDX PLYWOOD
1ST FL. EL.
= SEE PLAN
(1) 2x6 CONT. SILL PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
(2) 2x6 CONT. TOP PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
CONT. 1-3/4"x14" LVL RIM BOARD
SECTION
SCALE: = 1'-0"
8
S2.1 3/4"
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. IN
SHEAR WALL SCH.
125
(3) 2x8 WOOD BLOCKING BETWEEN WALL
STUDS ALONG EXTENT OF CANOPY ROOF
(ATTACH BLOCKING TO STUDS W/ 4-1/4"Ø
LAG SCREWS EA. END)
CONT. 2x8 LEDGER
(2 LAYERS) 3/4" PLYWOOD SHEATHING
ATTACHED W/ 16d NAILS @ 6" o.c. EDGE
& 12" o.c. FIELD (ALL JOINTS TO BE FULLY
BLOCKED U.O.N. IN SHEAR WALL SCH.)
ALONG EXTENT OF CANOPY ROOF
L4x4x1/4 x 6" @ 16" o.c. LONG ATTACHED
W/ (2) 1/2"Ø THRU-BOLTS (EA. LEG)
CONT. 2x10 LEDGER
(2) 5/8"Ø THRU-BOLTS
CONT. 2x8 RIM BOARD
ATTACHED W/ (3) 10d
NAILS @ 16" o.c. (CUT
DEPTH AS REQ'D)
(6) 10d NAILS
5/8" PLYWOOD OR
ZIP-SHEATHING
L4x4x1/4 x 6" @ 16" o.c. LONG ATTACHED
W/ (2) 1/2"Ø THRU-BOLTS (EA. LEG)
PRE-ASSEMBLED 6x6 (P.T.)
DECORATIVE BRACKET BEYOND
(COORD. W/ ARCH.)
2x8 @ 16" o.c.
(3) 2x8 WOOD BLOCKING @ TOP &
BOTTOM OF DECORATIVE BRACKET
(ATTACH BLOCKING TO STUDS W/
4-1/4"Ø LAG SCREWS EA. END)
14" DEEP WOOD
TRUSS @ 16" o.c.
ADD'L 1-3/4"x14" LVL BLOCKING
BETWEEN TRUSSES
2
SECTION
SCALE: = 1'-0"
9
S2.1 3/4"
125
CONT. 2x10 LEDGER ATTACHED
W/ (2) 1/2"Ø LAG BOLTS @ 16" o.c.
(3" MIN. EMBED.)
CONT. 2x8 RIM BOARD
ATTACHED W/ (3) 10d
NAILS @ 16" o.c. (CUT
DEPTH AS REQ'D)
(6) 10d NAILS
5/8" CDX PLYWOOD
OR ZIP-SHEATHING
2x8 @ 16" o.c.
CONT. 2x8 LEDGER
ATTACHED W/ (2) 1/2"Ø
LAG BOLTS @ 16" o.c.
(3" MIN. EMBED.)
JOIST HANGER
EXTERIOR WALL
(COORD. W/ ARCH.)
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @
6" o.c. EDGE & 12" o.c. FIELD (ALL
JOINTS TO BE FULLY BLOCKED)
U.O.N. IN SHEAR WALL SCH.
CONT. (2) 2x6 TOP PL.
2x6 @ 16" o.c.
SIMPSON H2.5T
HURRICANE TIE @ 16" o.c.
2x6 @ 16" o.c.
(1) 2x6 CONT. SILL PL.
(2) 16d NAILS @ 16" o.c.
U.O.N. IN SHEAR WALL SCH.
T.O.LVL EL.
= MATCH FLOOR FRAMING
STAIR TREAD OR 3/4" T&G
CDX PLYWOOD @ LANDING
STAIR STRINGER
OR 2x8 @ 16" o.c.
(2) 16d NAILS @ 16" o.c.
U.O.N. IN SHEAR WALL SCH.
ATTACH STAIR STRINGER
OR 2x8 TO WALL STUDS
W/ (2) 16d NAILS @ EA.
(2) 2x6 CONT. TOP PL.
(3) 1-3/4"x14" LVL ATTACHED W/
(1) 1/2"Ø THRU-BOLT @ 2'-0" o.c
STAGGERED T&B (COUNTERSINK
BOLT HEADS AS REQ'D)
EXTERIOR WALL
(COORD. W/ ARCH.)
(2 LAYERS) 3/4" PLYWOOD
SHEATHING ATTACHED W/ 16d
NAILS @ 6" o.c. EDGE & 12" o.c.
FIELD (ALL JOINTS TO BE
FULLY BLOCKED U.O.N. IN
SHEAR WALL SCH.) ALONG
EXTENT OF CANOPY ROOF
(2) 16d NAILS @ 16" o.c.
2
14" DEEP WOOD TRUSS
@ 16" o.c.
2x4 @ 12" o.c. BEARING WALL
2x4 @ 12" o.c. BEARING WALL
3/4" T&G CDX PLYWOOD
1ST FL. EL.
= SEE PLAN
(1) 2x4 CONT. SILL PL. ATTACHED W/
(2) 16d NAILS @ 16" o.c. U.O.N. IN
SHEAR WALL SCH.
(2) 2x4 CONT. TOP PL. ATTACHED W/
(2) 16d NAILS @ 16" o.c. U.O.N. IN
SHEAR WALL SCH.
SECTION
SCALE: = 1'-0"
10
S2.1 3/4"
10
S5.11'-0"1-3/4"x14" LVL
BLOCKING
BETWEEN
TRUSSES
(2) 2x4 CONT. TOP PL. ATTACHED W/
(2) 16d NAILS @ 16" o.c. U.O.N. IN
SHEAR WALL SCH.
2x4 @ 12" o.c.
BEARING WALL
2x4 @ 12" o.c.
BEARING WALL
3/4" T&G CDX PLYWOOD
14" DEEP WOOD TRUSS
@ 16" o.c.
1ST FL. EL.
= SEE PLAN
1-3/4"x14" LVL
BLOCKING
BETWEEN
TRUSSES
14" DEEP WOOD TRUSS
@ 16" o.c.
2x4 @ 12" o.c. BEARING WALL
2x4 @ 12" o.c. BEARING WALL
3/4" T&G CDX PLYWOOD
1ST FL. EL.
= SEE PLAN
(1) 2x4 CONT. SILL PL. ATTACHED W/
(2) 16d NAILS @ 16" o.c. U.O.N. IN
SHEAR WALL SCH.
(2) 2x4 CONT. TOP PL. ATTACHED W/
(2) 16d NAILS @ 16" o.c. U.O.N. IN
SHEAR WALL SCH.
SECTION
SCALE: = 1'-0"
11
S2.1 3/4"
(2) 2x4 CONT. TOP PL. ATTACHED W/
(2) 16d NAILS @ 16" o.c. U.O.N. IN
SHEAR WALL SCH.
2x4 @ 12" o.c.
BEARING WALL
3/4" T&G CDX PLYWOOD
14" DEEP WOOD TRUSS
@ 16" o.c.
1ST FL. EL.
= SEE PLAN
1-3/4"x14" LVL
BLOCKING
BETWEEN
TRUSSES
1-3/4"x14" LVL
BLOCKING
BETWEEN
TRUSSES
SECTION
SCALE: = 1'-0"
12
S2.1 3/4"
EXTERIOR WALL
(COORD. W/ ARCH.)
14" DEEP WOOD TRUSS
@ 16" o.c.
2x6 @ 16" o.c.
3/4" T&G CDX PLYWOOD
1ST FL. EL.
= SEE PLAN
(1) 2x6 CONT. SILL PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. IN
SHEAR WALL SCH.
2x6 @ 16" o.c.
CONT. (2) 2x6 WOOD NAILER
(2) 5/8"Ø THRU-BOLTS
BOLTS @ 2'-0" o.c.
(COUNTERSINK BOLT
HEAD AS REQ'D)INFILL BEAM WEB SOLID W/ CONT.
WOOD BLOCKING (EA. SIDE) ATTACH
W/ (2) 5/8" Ø THRU-BOLTS @ 2'-0" o.c.
(COUNTERSINK BOLT HEAD AS REQ'D)W16 BEAM
(2) CONT. 2x6
c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM11/9/2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
AS NOTED
TPA/MLB S2.3
FIRST FLOOR FRAMING
SECTIONS (BUILDING B)
UPDATED FRAMING NOTES 10/7/20202
A
2'-0"38'-0"2'-0"42'-0"77'-0"
18'-11"18'-11"19'-7"19'-7"
19'-7"18'-11"18'-11"19'-7"
77'-0"
B C D E
2
1
3
4
SECOND FLOOR FRAMING PLAN
SCALE: 1/4" = 1'-0"14" WOOD TRUSS @ 16" o.c.JOIST HANGER 2x8 @ 16" o.c.3/4" T&G CDX PLYWOOD
(FIN. FL. EL. = 19'-9 1/4" @ BLDG A)
(FIN. FL. EL. = 21'-9 1/4" @ BLDG B)14" WOOD TRUSS @ 16" o.c.(2) 1-3/4x14" LVL
(2) 1-3/4x14" LVL
(2) 1-3/4x14" LVL
14" WOOD TRUSS @ 16" o.c.(2) 1-3/4x14" LVL2x8 @ 16" o.c.14" WOOD TRUSS @ 16" o.c.JOIST HANGER2x8 @ 16" o.c.3/4" T&G CDX PLYWOOD
OR ADVANTECH SHEATHING
(FIN. FL. EL. = 19'-9 1/4" @ BLDG B)14" WOOD TRUSS @ 16" o.c.ADD'L 1-3/4x14" LVL
@ STAIR OPENING
(2) 1-3/4x14" LVL
(2) 1-3/4x14" LVL
3/4" T&G CDX PLYWOOD
OR ADVANTECH SHEATHING
(FIN. FL. EL. = 18'-9 1/4" @ BLDG A)
(FIN. FL. EL. = 20'-9 1/4" @ BLDG B)14" WOOD TRUSS @ 16" o.c.(2) 1-3/4x14" LVL2x8 @ 16" o.c.2x4 @ 16" o.c. BEARING WALL2x4 @ 16" o.c. BEARING WALL
2
S3.2
1
S3.2
2
S3.2
5
S3.2
3
S3.2
2
S3.2
5
S3.2
1
S3.2
4
S3.2
4
S3.2
2
S3.22
S3.2
(3) 2x10 (3) 2x10
(3) 2x10 (3) 2x8
(3) 2x10 (3) 2x8
(3) 2x10 (3) 2x10
(3) 2x8 (3) 2x10
(3) 1-3/4x11-7/8" LVL(3) 1-3/4x11-7/8" LVL
(3) 2x4 COLUMN
(3) 2x6 COLUMN
SEE "ENLARGED STAIR
PLAN 3" ON SHEET S2.2
FOR ADD'L INFO.
(3) 2x4 COLUMN
(3) 2x6 COLUMN
SEE "ENLARGED STAIR
PLAN 3" ON SHEET S2.2
FOR ADD'L INFO. (OPP. HAND)
2x4 @ 16" o.c. BEARING WALL
2x4 @ 12" o.c. BEARING WALL
2x4 @ 12" o.c. BEARING WALL
SEE "ENLARGED STAIR
PLAN 4" ON SHEET S2.2
FOR ADD'L INFO.
SEE "ENLARGED STAIR
PLAN 4" ON SHEET S2.2
FOR ADD'L INFO. (OPP. HAND)STAIR DOWNSTAIR DOWN2x6 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
2x6 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
(3) 1-3/4x9-1/2" LVL (3) 1-3/4x9-1/2" LVL
(3) 1-3/4x9-1/2" LVL (3) 1-3/4x9-1/2" LVL
(3) 1-3/4x14" LVL BEAM TO ALIGN
W/ 2x6 BEARING WALL ABOVE
3-1/2x7" PSL
COLUMN
3-1/2x7" PSL
COLUMN
2
S3.2
3
S3.2
ADD'L 1-3/4x14" LVL
@ STAIR OPENING
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 1-3/4x14" LVL
@ STAIR OPENING
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 1-3/4x14" LVL
@ STAIR OPENING
(2) 1-3/4x14" LVL
(3) 1-3/4x14" LVL BEAM TO ALIGN
W/ 2x6 BEARING WALL ABOVE
(4) 2x4 COL.
SW-6SW-1SW-1SW-1SW-1SW-1SW-114" WOOD GIRDER TRUSS
3/4" T&G CDX PLYWOOD
OR ADVANTECH SHEATHING
(FIN. FL. EL. = 18'-9 1/4" @ BLDG A)
(FIN. FL. EL. = 20'-9 1/4" @ BLDG B)
NOTES :
1.) COORDINATE ALL DIMENSIONS AND ELEVATION WITH THE ARCHITECT.
2.) ALL PLAN DIMENSIONS ARE TO OUTSIDE FACE OF THE EXTERIOR 2x6 STUD WALLS.
3.) ALL (2) 2x HEADERS SHALL INCLUDE (1 LAYER) 1/2" PLYWOOD.
4.) ALL (3) 2x HEADERS SHALL INCLUDE (2 LAYERS) 1/2" PLYWOOD.
5.) ALL (3) LVL HEADERS SHALL INCLUDE (1 LAYER) 1/4" PLYWOOD.
6.) ALL HEADERS SHALL BE SUPPORTED BY (3) 2x POSTS AT EACH END UNLESS OTHERWISE NOTED
(MATCH WALL STUD DEPTH). POSTS MUST BE CONTINUOUS BETWEEN FLOORS DOWN TO THE
LOWEST LEVEL.
7.) ALL HEADERS FOR INTERIOR NON-LOAD BEARING WALLS SHALL BE (2) 2x8's IN 2x4 STUD WALLS
OR (3) 2x8's IN 2x6 STUD WALLS.
8.) ALL EXTERIOR WALLS SHALL BE SHEATHED WITH ZIP R WALL SHEATHING (R6) ATTACHED WITH
16d NAILS SPACED AT 6" o.c. EDGE AND 12" o.c FIELD (ALL JOINTS TO BE FULLY BLOCKED) UNLESS
OTHERWISE NOTED IN THE SHEAR WALL SCHEDULE.
9.) ALL FLUSH FRAMED MEMBERS SHALL BE CONNECTED WITH JOIST HANGERS.
10.) FLOOR TRUSS TO GIRDER TRUSS CONNECTIONS TO BE DESIGNED BY THE TRUSS
MANUFACTURER.
11.) SEE PARTIAL FIRST FLOOR FRAMING PLAN (BUILDING A) ON SHEET S5.1 FOR THE REVISED FLOOR
FRAMING FOR BUILDING A BETWEEN COLUMNS 'A' AND 'B'.
12.) ALL GIRDER TRUSSES SHALL BE SUPPORTED BY (3) 2x POSTS AT EACH END UNLESS OTHERWISE
NOTED (MATCH STUD DEPTH). POSTS MUST BE CONTINUOUS BETWEEN FLOORS DOWN TO THE
LOWEST LEVEL.112"41'-9"112"11
2"11
2"19'-9"36'-10"20'-2"
2x6 @ 16" o.c.
EXTERIOR
BEARING
WALL U.O.N.
14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER
TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER
TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER
TRUSS
14" WOOD GIRDER
TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
7
S3.27
S3.2
8
S3.2
2x8 ROOF RAFTER @ 16" o.c.
(2x8 CEILING JOIST @ 16" o.c.
BELOW)
5/8" CDX PLYWOOD SW-4SW-4SW-7 SW-7SW-6
SW-6 SW-6
SW-10SW-10
(3) 2x4 COLUMN
(2) 2x10
(3) 2x4 COLUMN
(2) 2x10
PROVIDE (3) 2x6 COL's @ 2x6 STUD
WALLS & (3) 2x4 COL's @ 2x4 STUD
WALLS @ ENDS OF ALL GIRDER
TRUSSES DOWN TO LOWEST LEVEL
(TYP. ALL LOC'S)
1
(3) 2x10(3) 2x8
2
2
2
2
c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM11/9/2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
1/4" = 1'-0"
TPA/MLB S3.1
SECOND FLOOR FRAMING
PLAN
REVISED FRAMING NOTES 7/24/20201
REVISED NOTES 10/7/20202
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. IN
SHEAR WALL SCH.
EXTERIOR WALL
(COORD. W/ ARCH.)
14" DEEP WOOD TRUSS
@ 16" o.c.
2x6 @ 16" o.c.
2x6 @ 16" o.c.
3/4" T&G CDX PLYWOOD
2ND FL. EL.
= SEE PLAN
(1) 2x6 CONT. SILL PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.(2) 2x6 CONT. TOP PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
CONT. 1-3/4"x14" LVL
OR TIMBERSTRAND
RIM BOARD
SECTION
SCALE: = 1'-0"
1
S3.1 3/4"
1
S5.1
2
SECTION
SCALE: = 1'-0"
2
S3.1 3/4"
EXTERIOR WALL
(COORD. W/ ARCH.)
14" DEEP WOOD TRUSS
@ 16" o.c.
2x6 @ 12" OR 16" o.c.
(SEE PLAN)
3/4" T&G CDX PLYWOOD
2ND FL. EL.
= SEE PLAN
(1) 2x6 CONT. SILL PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.(2) 2x6 CONT.
TOP PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
(2) CONT. 1-3/4"x14" LVL
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. IN
SHEAR WALL SCH.
2x6 @ 12" OR 16" o.c.
(SEE PLAN)
2
S5.1
EXTERIOR WALL
(COORD. W/ ARCH.)
14" DEEP WOOD TRUSS
@ 16" o.c.
2x6 @ 12" o.c.
2x6 @ 12" o.c.
3/4" T&G CDX PLYWOOD
2ND FL. EL.
= SEE PLAN
(1) 2x6 CONT. SILL PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
(2) 2x6 CONT. TOP PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
(2) CONT. 1-3/4"x14" LVL
SECTION
SCALE: = 1'-0"
3
S3.1 3/4"
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. IN
SHEAR WALL SCH.
12
5
(3) 2x8 WOOD BLOCKING BETWEEN WALL
STUDS ALONG EXTENT OF CANOPY ROOF
(ATTACH BLOCKING TO STUDS W/ 4-1/4"Ø
LAG SCREWS EA. END)
CONT. 2x8 LEDGER
(2 LAYERS) 3/4" PLYWOOD SHEATHING
ATTACHED W/ 16d NAILS @ 6" o.c. EDGE
& 12" o.c. FIELD (ALL JOINTS TO BE FULLY
BLOCKED U.O.N. IN SHEAR WALL SCH.)
ALONG EXTENT OF CANOPY ROOF
L4x4x1/4 x 6" @ 16" o.c. LONG ATTACHED
W/ (2) 1/2"Ø THRU-BOLTS (EA. LEG)
CONT. 2x10 LEDGER
(2) 5/8"Ø THRU-BOLTS
CONT. 2x8 RIM BOARD
ATTACHED W/ (3) 10d
NAILS @ 16" o.c. (CUT
DEPTH AS REQ'D)
(6) 10d NAILS
L4x4x1/4 x 6" @ 16" o.c. LONG ATTACHED
W/ (2) 1/2"Ø THRU-BOLTS (EA. LEG)
3
S5.1
PRE-ASSEMBLED 6x6 (P.T.)
DECORATIVE BRACKET BEYOND
(COORD. W/ ARCH.)
2x8 @ 16" o.c.
(3) 2x8 WOOD BLOCKING @ TOP &
BOTTOM OF DECORATIVE BRACKET
(ATTACH BLOCKING TO STUDS W/
4-1/4"Ø LAG SCREWS EA. END)
HORIZ. 2x4 & 2x4
X-BRACING @ 4'-0" o.c.
5/8" PLYWOOD OR
ZIP-SHEATHING
2
SECTION
SCALE: = 1'-0"
4
S3.1 3/4"
2x6 @ 16" o.c.
(1) 2x6 CONT. SILL PL.
EXTERIOR WALL
(COORD. W/ ARCH.)(2) 16d NAILS @ 16" o.c.
U.O.N. IN SHEAR WALL SCH.
T.O.LVL EL.
= MATCH FLOOR FRAMING
(3) 1-3/4"x14" LVL ATTACHED W/
(1) 1/2"Ø THRU-BOLT @ 2'-0" o.c
STAGGERED T&B (COUNTERSINK
BOLT HEADS AS REQ'D)
(2) 2x6 CONT. TOP PL.
2x6 @ 16" o.c.
STAIR TREAD OR 3/4" T&G
CDX PLYWOOD @ LANDING
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. IN
SHEAR WALL SCH.
ATTACH STAIR STRINGER
OR 2x8 TO WALL STUDS
W/ (2) 16d NAILS @ EA.
STAIR STRINGER
OR 2x8 @ 16" o.c.
4
S5.1
(2) 16d NAILS @ 16" o.c.
U.O.N. IN SHEAR WALL SCH.
SECTION
SCALE: = 1'-0"
5
S3.1 3/4"
2x6 @ 16" o.c.
(1) 2x6 CONT. SILL PL.
EXTERIOR WALL
(COORD. W/ ARCH.)(2) 16d NAILS @ 16" o.c.
U.O.N. IN SHEAR WALL SCH.
(3) 1-3/4"x14" LVL ATTACHED W/
(1) 1/2"Ø THRU-BOLT @ 2'-0" o.c
STAGGERED T&B (COUNTERSINK
BOLT HEADS AS REQ'D)
(2) 2x6 CONT. SILL PL. ATTACHED
W/ (2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
2x6 @ 16" o.c.
3/4" T&G CDX PLYWOOD
CONT. 2x8 LEDGER
ATTACHED W/ (4) 16d
NAILS @ 16" o.c.
2x8 @ 16" o.c.
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. IN
SHEAR WALL SCH.
5
S5.1
T.O.LVL EL.
= MATCH FLOOR FRAMING
JOIST HANGER
EXTERIOR WALL
(COORD. W/ ARCH.)
2x6 @ 12" o.c.
2x6 @ 12" o.c.
3/4" T&G CDX PLYWOOD
2ND FL. EL.
= SEE PLAN
(1) 2x6 CONT. SILL PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
(2) 2x6 CONT. TOP PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
SECTION
SCALE: = 1'-0"
6
S5.1 3/4"
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. IN
SHEAR WALL SCH.
12
10
(3) 2x8 WOOD BLOCKING BETWEEN WALL
STUDS ALONG EXTENT OF CANOPY ROOF
(ATTACH BLOCKING TO STUDS W/ 4-1/4"Ø
LAG SCREWS EA. END)
CONT. 2x8 LEDGER
(2 LAYERS) 3/4" PLYWOOD SHEATHING
ATTACHED W/ 16d NAILS @ 6" o.c. EDGE
& 12" o.c. FIELD (ALL JOINTS TO BE FULLY
BLOCKED U.O.N. IN SHEAR WALL SCH.)
ALONG EXTENT OF CANOPY ROOF
L4x4x1/4 x 6" @ 16" o.c. LONG ATTACHED
W/ (2) 1/2"Ø THRU-BOLTS (EA. LEG)
CONT. 2x10 LEDGER
(2) 5/8"Ø THRU-BOLTS
CONT. 2x8 RIM BOARD
ATTACHED W/ (3) 10d
NAILS @ 16" o.c. (CUT
DEPTH AS REQ'D)
(6) 10d NAILS
L4x4x1/4 x 6" @ 16" o.c. LONG ATTACHED
W/ (2) 1/2"Ø THRU-BOLTS (EA. LEG)
PRE-ASSEMBLED 6x6 (P.T.)
DECORATIVE BRACKET BEYOND
(COORD. W/ ARCH.)
2x8 @ 16" o.c.
(3) 2x8 WOOD BLOCKING @ TOP &
BOTTOM OF DECORATIVE BRACKET
(ATTACH BLOCKING TO STUDS W/
4-1/4"Ø LAG SCREWS EA. END)
14" DEEP WOOD
TRUSS @ 16" o.c.
ADD'L 1-3/4"x14" LVL BLOCKING
BETWEEN TRUSSES
CONT. 1-3/4"x14" LVL RIM BOARD
5/8" PLYWOOD OR
ZIP-SHEATHING
2
14" DEEP WOOD TRUSS
@ 16" o.c.
2x4 @ 12" o.c. BEARING WALL
2x4 @ 12" o.c. BEARING WALL
3/4" T&G CDX PLYWOOD
2ND FL. EL.
= SEE PLAN
(1) 2x4 CONT. SILL PL. ATTACHED W/
(2) 16d NAILS @ 16" o.c. U.O.N. IN
SHEAR WALL SCH.
(2) 2x4 CONT. TOP PL. ATTACHED W/
(2) 16d NAILS @ 16" o.c. U.O.N. IN
SHEAR WALL SCH.
SECTION
SCALE: = 1'-0"
7
S3.1 3/4"
7
S5.11'-0"(2) 2x4 CONT. TOP PL. ATTACHED W/
(2) 16d NAILS @ 16" o.c. U.O.N. IN
SHEAR WALL SCH.
2x4 @ 12" o.c.
BEARING WALL
2x4 @ 12" o.c.
BEARING WALL
3/4" T&G CDX PLYWOOD
14" DEEP WOOD TRUSS
@ 16" o.c.
2ND FL. EL.
= SEE PLAN
1-3/4"x14" LVL
BLOCKING
BETWEEN
TRUSSES
1-3/4"x14" LVL
BLOCKING
BETWEEN
TRUSSES
14" DEEP WOOD TRUSS
@ 16" o.c.
2x4 @ 12" o.c. BEARING WALL
2x4 @ 12" o.c. BEARING WALL
3/4" T&G CDX PLYWOOD
2ND FL. EL.
= SEE PLAN
(1) 2x4 CONT. SILL PL. ATTACHED W/
(2) 16d NAILS @ 16" o.c. U.O.N. IN
SHEAR WALL SCH.
(2) 2x4 CONT. TOP PL. ATTACHED W/
(2) 16d NAILS @ 16" o.c. U.O.N. IN
SHEAR WALL SCH.
SECTION
SCALE: = 1'-0"
8
S3.1 3/4"
(2) 2x4 CONT. TOP PL. ATTACHED W/
(2) 16d NAILS @ 16" o.c. U.O.N. IN
SHEAR WALL SCH.
2x4 @ 12" o.c.
BEARING WALL
3/4" T&G CDX PLYWOOD
14" DEEP WOOD TRUSS
@ 16" o.c.
2ND FL. EL.
= SEE PLAN
1-3/4"x14" LVL
BLOCKING
BETWEEN
TRUSSES
1-3/4"x14" LVL
BLOCKING
BETWEEN
TRUSSES
c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM11/9/2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
AS NOTED
TPA/MLB S3.2
SECOND FLOOR FRAMING
SECTIONS (BUILDING B)
UPDATED FRAMING NOTES 10/7/20202
ROOF FRAMING PLAN (BUILDING B)
SCALE: 1/4" = 1'-0"
A
2'-0"38'-0"2'-0"42'-0"77'-0"
18'-11"18'-11"19'-7"19'-7"
19'-7"18'-11"18'-11"19'-7"
77'-0"
B C D E
2
1
3
4
NOTES :
1.) VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT.
2.) ALL PLAN DIMENSIONS ARE TO OUTSIDE FACE OF THE EXTERIOR 2x6 STUD WALLS.
3.) ALL (2) 2x HEADERS SHALL INCLUDE (1 LAYER) 1/2" PLYWOOD.
4.) ALL (3) 2x HEADERS SHALL INCLUDE (2 LAYERS) 1/2" PLYWOOD.
5.) ALL (3) LVL HEADERS SHALL INCLUDE (1 LAYER) 1/4" PLYWOOD.
6.) ALL HEADERS SHALL BE SUPPORTED BY (3) 2x POSTS AT EACH END UNLESS OTHERWISE
NOTED (MATCH WALL STUD DEPTH). POSTS MUST BE CONTINUOUS DOWN TO THE
FOUNDATION.
7.) ALL EXTERIOR WALLS SHALL BE SHEATHED WITH ZIP R WALL SHEATHING (R6) ATTACHED
WITH 16d NAILS SPACED AT 6" o.c. EDGE AND 12" o.c. FIELD (ALL JOINTS TO BE FULLY
BLOCKED) UNLESS OTHERWISE NOTED IN THE SHEAR WALL SCHEDULE.
8.) COORDINATE GABLE TRUSSES WITH EXTERIOR WALL LOUVERS (SEE ARCHITECTURAL
DRAWINGS FOR LOUVER SIZES AND LOCATIONS).
9.) ALL HEADERS IN INTERIOR NON-LOAD BEARING WALLS SHALL BE (2) 2x8's IN 2x4 STUD
WALLS AND (3) 2x8's IN 2x6 STUD WALLS.
10.) ATTACH OUTRIGGERS TO RAFTERS/TRUSS TOP CHORDS WITH UPSIDE-DOWN SIMPSON
LUS26 JOIST HANGERS.
2x10 OUTRIGGERS @ 16" o.c.WOOD TRUSS TYPE I @ 2'-0" o.c.SLOPE
SLOPESLOPE SLOPEWOOD TRUSS
TYPE IIA
@ 2'-0" o.c.2x10 OUTRIGGERS @ 16" o.c.2x10 OUTRIGGERS @ 16" o.c.2x10 OUTRIGGERS @ 16" o.c.WOOD TRUSS TYPE I @ 2'-0" o.c.SLOPESLOPESLOPE
WOOD TRUSS
TYPE IV
@ 2'-0" o.c.
WOOD TRUSS
TYPE IV
@ 2'-0" o.c.SLOPESLOPESLOPE2x10 OUTRIGGERS @ 16" o.c.2x10 OUTRIGGERS @ 16" o.c.
2
S4.2
1
S4.2
2
S4.2
2
S4.2
2
S4.2
4
S4.2
1
S4.2
(3) 2x8 (3) 2x8
(3) 2x10 (3) 1-3/4x9-1/2" LVL
(3) 2x8 (3) 2x8
(3) 2x8
(3) 1-3/4x9-1/2" LVL
(3) 2x8
(3) 1-3/4x9-1/2" LVL5/8" CDX PLYWOOD OR
ZIP-SHEATHING
5
S4.2
2x6 @ 16" o.c.
BEARING WALL
2x6 @ 16" o.c.
BEARING WALL
2x6 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
2x6 @ 16" o.c.
BEARING WALL
2x6 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
2x6 @ 16" o.c.
BEARING WALL
2x6 @ 16" o.c.
BEARING WALL
2x6 @ 16" o.c.
BEARING WALL
(3) 1-3/4x9-1/2" LVL(3) 2x10(3) 1-3/4x9-1/2" LVL (3) 1-3/4x9-1/2" LVL(3) 1-3/4x9-1/2" LVL
(3) 1-3/4x9-1/2" LVL
2x4 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
2x4 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
WOOD TRUSS
TYPE IIA
@ 2'-0" o.c.WOOD TRUSS TYPE II @ 2'-0" o.c.
2x6 @ 12" o.c.
BEARING WALL
2x6 @ 12" o.c.
BEARING WALL
RIDGE
RIDGE
RIDGE
2x12 @
2'-0" o.c.
2x12 @
2'-0" o.c.3
S4.2
6
S4.2
6
S4.2
CONT. 2x10
2x8 @ 2'-0" o.c.
SW-4
SW-4
SW-1SW-1SW-1SW-1SW-1SW-1SW-3T.O.W. EL. = 25'-10 3/8" @ BLDG A
& 27'-10 3/8" @ BLDG B
T.O.W. EL. = 26'-10 3/8" @ BLDG A
& 28'-10 3/8" @ BLDG B
T.O.W. EL. = 27'-10 3/8" @ BLDG A
& 29'-10 3/8" @ BLDG B
2
5/8" CDX PLYWOOD OR
ZIP-SHEATHING
2
5/8" CDX PLYWOOD OR
ZIP-SHEATHING
2
SW-3SW-6
SW-6
SW-6
SW-6
SW-4
SW-4
c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM11/9/2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
1/4" = 1'-0"
TPA/MLB S4.1
ROOF FRAMING PLAN
(BUILDING B)
NEW ROOF FRAMING SECTION 7/24/20201
REVISED FRAMING NOTES 10/7/20202
SECTION
SCALE: = 1'-0"
1
S4.1 3/4"
2x6 @ 16" o.c.
SIMPSON H2.5T HURRICANE
TIE (EA. SIDE, STAGGERED)
(2) CONT. 2x6 TOP PL.
WOOD TRUSS
@ 2'-0" o.c.
5/8" PLYWOOD OR ZIP-SHEATHING
COORD.
W/ ARCH.
COORD. SOFFIT
W/ ARCH.
CONT. RIM BOARD
T.O.W. EL.
= SEE PLAN
EXTERIOR WALL
(COORD. W/ ARCH.)
(1) 2x10 AND (1) 2x8 BLOCKING
BETWEEN TRUSSES ATTACHED
W/ (6) 12d NAILS EA. END U.O.N.
IN SHEAR WALL DETAILS
(2) 16d NAILS @ 16" o.c.
U.O.N. IN SHEAR WALL SCH.
2
SECTION
SCALE: = 1'-0"
2
S4.1 3/4"
COORD.
W/ ARCH.
COORD. SOFFIT
W/ ARCH.
CONT. RIM BOARD
2x10 MIN. OUTRIGGER
@ 16" o.c.
UPSIDE-DOWN
JOIST HANGER
WOOD TRUSS
@ 2'-0" o.c.
ZIP SHEATHING TO BE CONT.
ALONG GABLE TRUSS
EXTERIOR WALL
(COORD. W/ ARCH.)
SIMPSON H2.5T HURRICANE
TIE @ 16" o.c.
(2) CONT. 2x6 TOP PL.
2x6 @ 16" o.c.
2x6 BLOCKING @ 16" o.c. ATTACHED
W/ JOIST HANGERS EA. END
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. ON
SHEAR WALL SCH.
Pc 2x6 @ 16" o.c.
ATTACHED W/
JOIST HANGERS
EA. END
T.O.W. EL.
= SEE PLAN
5/8" PLYWOOD OR ZIP-SHEATHING
2
SECTION
SCALE: = 1'-0"
3
S4.1 3/4"
2x6 @ 16" o.c.
SIMPSON H2.5T HURRICANE
TIE (EA. SIDE, STAGGERED)
(2) CONT. 2x6 TOP PL.
WOOD TRUSS
@ 2'-0" o.c.
COORD.
W/ ARCH.
COORD. SOFFIT
W/ ARCH.
CONT. RIM BOARD
T.O.W. EL.
= SEE PLAN
EXTERIOR WALL
(COORD. W/ ARCH.)
(2) 16d NAILS @ 16" o.c.
U.O.N. IN SHEAR WALL SCH.
(1) 2x10 AND (1) 2x8 BLOCKING
BETWEEN TRUSSES ATTACHED
W/ (6) 12d NAILS EA. END U.O.N.
IN SHEAR WALL DETAILS
5/8" PLYWOOD OR ZIP-SHEATHING
2
SECTION
SCALE: = 1'-0"
4
S4.1 3/4"
2x6 @ 16" o.c.
SIMPSON H2.5T HURRICANE
TIE (EA. SIDE, STAGGERED)
(2) CONT. 2x6 TOP PL.
2x12 @ 16" o.c.
COORD.
W/ ARCH.COORD. SOFFIT
W/ ARCH.
CONT. RIM BOARD
EXTERIOR WALL
(COORD. W/ ARCH.)
SOLID BLOCKING BETWEEN
TRUSSES ATTACHED W/ (3)
12d NAILS EA. END U.O.N.
IN SHEAR WALL DETAILS
2" GAP
(2) 16d NAILS @ 16" o.c.
U.O.N. IN SHEAR WALL SCH.
T.O.W. EL.
= SEE PLAN
5/8" PLYWOOD OR ZIP-SHEATHING
2
SECTION
SCALE: = 1'-0"
5
S4.1 3/4"
2x6 @ 16" o.c.
SIMPSON H2.5T HURRICANE
TIE (EA. SIDE, STAGGERED)
(2) CONT. 2x6 TOP PL.
WOOD TRUSS
@ 2'-0" o.c.
COORD.
W/ ARCH.COORD. SOFFIT
W/ ARCH.
CONT. RIM BOARD
EXTERIOR WALL
(COORD. W/ ARCH.)
(2) 16d NAILS @ 16" o.c.
U.O.N. IN SHEAR WALL SCH.
T.O.W. EL.
= SEE PLAN
(1) 2x10 AND (1) 2x8 BLOCKING
BETWEEN TRUSSES ATTACHED
W/ (6) 12d NAILS EA. END U.O.N.
IN SHEAR WALL DETAILS
5/8" PLYWOOD OR ZIP-SHEATHING
2
SECTION
SCALE: = 1'-0"
6
S4.1 3/4"
COORD.
W/ ARCH.
COORD. SOFFIT
W/ ARCH.
CONT. RIM BOARD
2x10 MIN. OUTRIGGER
@ 16" o.c.
UPSIDE-DOWN
JOIST HANGER
WOOD TRUSS
@ 2'-0" o.c.
ZIP SHEATHING TO BE CONT.
ALONG GABLE TRUSS
EXTERIOR WALL
(COORD. W/ ARCH.)
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. ON
SHEAR WALL SCH.
Pc 2x6 @ 16" o.c.
ATTACHED W/
JOIST HANGERS
EA. END
5/8" PLYWOOD OR ZIP-SHEATHING
2
SECTION
SCALE: = 1'-0"
7
S4.1 3/4"
COORD.
W/ ARCH.
COORD. SOFFIT
W/ ARCH.
CONT. RIM BOARD
2x10 MIN. OUTRIGGER
@ 16" o.c.
UPSIDE-DOWN
JOIST HANGER
WOOD TRUSS
@ 2'-0" o.c.
EXTERIOR WALL
(COORD. W/ ARCH.)
SIMPSON H2.5T HURRICANE
TIE @ 16" o.c.
(2) CONT. 2x4 TOP PL.
2x4 @ 12" o.c.
2x6 BLOCKING @ 16" o.c. ATTACHED
W/ JOIST HANGERS EA. END
ZIP R WALL SHEATHING (R6)
ATTACHED W/ 16d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. ON
SHEAR WALL SCH.
Pc 2x6 @ 16" o.c.
ATTACHED W/
JOIST HANGERS
EA. END
T.O.W. EL.
= SEE PLANSIMPSON H2.5T HURRICANE
TIE @ 16" o.c. STAGGERED
EA. SIDE
1
5/8" PLYWOOD OR ZIP-SHEATHING
2
c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM11/9/2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
AS NOTED
TPA/MLB S4.2
ROOF FRAMING SECTIONS
(BUILDING B)
NEW ROOF FRAMING SECTION 7/24/20201
PARTIAL FIRST FLOOR FRAMING PLAN (BUILDING A)
SCALE: 1/4" = 1'-0"
A
2'-0"38'-0"2'-0"42'-0"19'-7"
19'-7"
B
2
1
3
4 14" WOOD TRUSS @ 16" o.c.JOIST HANGER2x8 @ 16" o.c.3/4" T&G CDX PLYWOOD
OR ADVANTECH SHEATHING
(FIN. FL. EL. = 7'-5 3/8")
(2) 1-3/4x14" LVL
NOTES :
1.) COORDINATE ALL DIMENSIONS AND ELEVATION WITH THE ARCHITECT.
2.) ALL PLAN DIMENSIONS ARE TO OUTSIDE FACE OF THE EXTERIOR 2x6 STUD WALLS.
3.) ALL (2) 2x HEADERS SHALL INCLUDE (1 LAYER) 1/2" PLYWOOD.
4.) ALL (3) 2x HEADERS SHALL INCLUDE (2 LAYERS) 1/2" PLYWOOD.
5.) ALL (3) LVL HEADERS SHALL INCLUDE (1 LAYER) 1/4" PLYWOOD.
6.) ALL HEADERS SHALL BE SUPPORTED BY (3) 2x POSTS AT EACH END UNLESS OTHERWISE NOTED
(MATCH WALL STUD DEPTH). POSTS MUST BE CONTINUOUS BETWEEN FLOORS DOWN TO THE
LOWEST LEVEL.
7.) ALL HEADERS FOR INTERIOR NON-LOAD BEARING WALLS SHALL BE (2) 2x8's IN 2x4 STUD WALLS
OR (3) 2x8's IN 2x6 STUD WALLS.
8.) ALL EXTERIOR WALLS SHALL BE SHEATHED WITH ZIP R WALL SHEATHING (R6) ATTACHED WITH
16d NAILS SPACED AT 6" o.c. EDGE AND 12" o.c FIELD (ALL JOINTS TO BE FULLY BLOCKED) UNLESS
OTHERWISE NOTED IN THE SHEAR WALL SCHEDULE.
9.) ALL FLUSH FRAMED MEMBERS SHALL BE CONNECTED WITH JOIST HANGERS.
6
S2.3
12
S2.3
5
S2.3
1
S2.3
4
S2.3
(3) 2x12(3) 1-3/4"x11-7/8" LVL(3) 2x10(3) 2x10
2x4 @ 12" o.c.
BEARING WALL
2x8 (P.T.) JOISTS @ 16" o.c.
CONT. 2x8 (P.T.) LEDGER
5/4" (P.T.) DECKING
(COORD. W/ ARCH.)
ADD'L 2x8 (P.T.)
SEE "ENLARGED STAIR
PLAN 1" ON SHEET S2.2
FOR ADD'L INFO.
(3) 2x4 COLUMN
(3) 2x6 COLUMN
ADD'L 2x8 (P.T.)
ADD'L 2x8 (P.T.)
2x6 @ 16" o.c.
EXTERIOR BEARING
WALL U.O.N.STAIR UP2x6 @ 16" o.c.
BEARING WALL
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
ADD'L 1-3/4x14" LVL
@ STAIR OPENING
6x6 (P.T.) WOOD
POST
6x6 (P.T.) WOOD
POST
(2) CONT. 2x8 (P.T.)
3-1/2x7" PSL
COLUMN
SW-2SW-514" WOOD GIRDER TRUSS
CONT. 2x8 (P.T.)
LEDGER
5/4" (P.T.) DECKING
(COORD. W/ ARCH.)
ADD'L 2x8 (P.T.)
ADD'L 2x8 (P.T.)
6x6 (P.T.) WOOD
POST
6x6 (P.T.) WOOD
POST
(3) CONT. 2x10 (P.T.)2x8 (P.T.) JOISTS @ 16" o.c.112"41'-9"112"11
2"19'-9"
10
S2.3
7
S2.3
5-1/4x9-1/2" TREATED
GLULAM BEAM LOW SLOPE DECK
FRAMING
5-1/4x9-1/2"
TREATED
GLULAM
BEAM LOW
(3) 1-3/4x14" LVL
@ STAIR OPENING
14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
W16x31
HSS7x5x1/2 COL.HSS7x5x1/2 COL.
13
S6.2
13
S6.2
6'-0"
6x6 (P.T.)
DECORATIVE
WOOD POST
(3) 2x8 (P.T.) BLOCKING @
DECORATIVE POST (YP.)
6x6 (P.T.)
DECORATIVE
WOOD POST
PROVIDE (3) 2x6 COL's @ 2x6 STUD
WALLS & (4) 2x4 COL's @ 2x4 STUD
WALLS @ ENDS OF ALL GIRDER
TRUSSES DOWN TO LOWEST LEVEL
(TYP. ALL LOC'S)
1
CANT.
CANT.
2
2
2
SW-8
A
2'-0"38'-0"2'-0"42'-0"19'-7"
19'-7"
B
2
1
3
4
PARTIAL SECOND FLOOR FRAMING PLAN (BUILDING A)
SCALE: 1/4" = 1'-0"
NOTES :
1.) COORDINATE ALL DIMENSIONS AND ELEVATION WITH THE ARCHITECT.
2.) ALL PLAN DIMENSIONS ARE TO OUTSIDE FACE OF THE EXTERIOR 2x6 STUD WALLS.
3.) ALL (2) 2x HEADERS SHALL INCLUDE (1 LAYER) 1/2" PLYWOOD.
4.) ALL (3) 2x HEADERS SHALL INCLUDE (2 LAYERS) 1/2" PLYWOOD.
5.) ALL (3) LVL HEADERS SHALL INCLUDE (1 LAYER) 1/4" PLYWOOD.
6.) ALL HEADERS SHALL BE SUPPORTED BY (3) 2x POSTS AT EACH END UNLESS OTHERWISE NOTED
(MATCH WALL STUD DEPTH). POSTS MUST BE CONTINUOUS BETWEEN FLOORS DOWN TO THE
LOWEST LEVEL.
7.) ALL HEADERS FOR INTERIOR NON-LOAD BEARING WALLS SHALL BE (2) 2x8's IN 2x4 STUD WALLS
OR (3) 2x8's IN 2x6 STUD WALLS.
8.) ALL EXTERIOR WALLS SHALL BE SHEATHED WITH ZIP R WALL SHEATHING (R6) ATTACHED WITH
16d NAILS SPACED AT 6" o.c. EDGE AND 12" o.c FIELD (ALL JOINTS TO BE FULLY BLOCKED) UNLESS
OTHERWISE NOTED IN THE SHEAR WALL SCHEDULE.
9.) ALL FLUSH FRAMED MEMBERS SHALL BE CONNECTED WITH JOIST HANGERS.14" WOOD TRUSS @ 16" o.c.JOIST HANGER2x8 @ 16" o.c.3/4" T&G CDX PLYWOOD
OR ADVANTECH SHEATHING
(FIN. FL. EL. = 17'-9 1/4")
(2) 1-3/4x14" LVL
2
S3.2
2
S3.2
5
S3.2
1
S3.2
4
S3.2
(3) 2x8 (3) 2x10
(3) 2x10 (3) 2x8
(3) 1-3/4x11-7/8" LVL
SEE "ENLARGED STAIR
PLAN 3" ON SHEET S2.2
FOR ADD'L INFO.
14" WOOD GIRDER TRUSS
(3) 2x4 COLUMN
(3) 2x6 COLUMN
2x4 @ 12" o.c.
BEARING WALL
2x6 @ 16" o.c.
EXTERIOR
BEARING
WALL U.O.N.STAIR DOWN3-1/2x7" PSL
COLUMN
SIM.
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(2) 1-3/4x14" LVL SW-1SW-4112"41'-9"112"11
2"19'-9"
7
S3.2
ADD'L 1-3/4x14" LVL
@ STAIR OPENING
(3) 1-3/4x14" LVL
@ STAIR OPENING
14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
14" WOOD GIRDER TRUSS
2x8 ROOF RAFTER @ 16" o.c.
(2x8 CEILING JOIST @ 16" o.c.
BELOW)
5/8" CDX PLYWOOD
6
S3.2
PROVIDE (3) 2x6 COL's @ 2x6 STUD
WALLS & (3) 2x4 COL's @ 2x4 STUD
WALLS @ ENDS OF ALL GIRDER
TRUSSES DOWN TO LOWEST LEVEL
(TYP. ALL LOC'S)
1
2
2
SW-7
SW-10
PARTIAL ROOF FRAMING PLAN (BUILDING A)
SCALE: 1/4" = 1'-0"
A
2'-0"38'-0"2'-0"42'-0"19'-7"
19'-7"
B
2
1
3
4
NOTES :
1.) VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT.
2.) ALL PLAN DIMENSIONS ARE TO OUTSIDE FACE OF THE EXTERIOR 2x6 STUD WALLS.
3.) ALL (2) 2x HEADERS SHALL INCLUDE (1 LAYER) 1/2" PLYWOOD.
4.) ALL (3) 2x HEADERS SHALL INCLUDE (2 LAYERS) 1/2" PLYWOOD.
5.) ALL (3) LVL HEADERS SHALL INCLUDE (1 LAYER) 1/4" PLYWOOD.
6.) ALL HEADERS SHALL BE SUPPORTED BY (3) 2x POSTS AT EACH END UNLESS OTHERWISE
NOTED (MATCH WALL STUD DEPTH). POSTS MUST BE CONTINUOUS DOWN TO THE
FOUNDATION.
7.) ALL EXTERIOR WALLS SHALL BE SHEATHED WITH ZIP R WALL SHEATHING (R6) ATTACHED
WITH 16d NAILS SPACED AT 6" o.c. EDGE AND 12" o.c. FIELD (ALL JOINTS TO BE FULLY
BLOCKED) UNLESS OTHERWISE NOTED IN THE SHEAR WALL SCHEDULE.
8.) COORDINATE GABLE TRUSSES WITH EXTERIOR WALL LOUVERS (SEE ARCHITECTURAL
DRAWINGS FOR LOUVER SIZES AND LOCATIONS).
9.) ALL HEADERS IN INTERIOR NON-LOAD BEARING WALLS SHALL BE (2) 2x8's IN 2x4 STUD
WALLS AND (3) 2x8's IN 2x6 STUD WALLS.
10.) ATTACH OUTRIGGERS TO RAFTERS/TRUSS TOP CHORDS WITH UPSIDE-DOWN SIMPSON
LUS26 JOIST HANGERS.
2x10 OUTRIGGERS @ 16" o.c.WOOD TRUSS TYPE I @ 2'-0" o.c.SLOPE SLOPE
WOOD TRUSS
TYPE IV
@ 2'-0" o.c.
2x10 OUTRIGGERS @ 16" o.c.
2
S4.2
1
S4.2
2
S4.2
(3) 2x8 (3) 2x8
(3) 2x8
(3) 1-3/4x9-1/2" LVL
5/8" CDX PLYWOOD
2x6 @ 16" o.c.
BEARING WALL
2x6 @ 16" o.c.
BEARING WALL
2x6 @ 16" o.c.
BEARING WALL
2x4 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
RIDGE
SW-1SW-3T.O.W. EL. = 25'-10 3/8"(3) 1-3/4x9-1/2" LVL5/8" CDX PLYWOOD OR
ZIP-SHEATHING
2
2
SW-6
SW-6
c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM11/9/2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
1/4" = 1'-0"
TPA/MLB S5.1
(PARTIAL) FIRST FL. FRAMING,
SECOND FL. FRAMING, & ROOF
FRAMING PLAN (BUILDING A)
REVISED FRAMING NOTES 7/24/20201
REVISED NOTES / S.W. LENGTHS 10/7/20202
ROOF - 10d @ 6" o.c.
DIAPHRAGM TABLE
NOTE :
1.) THIS PARTIAL ROOF PLAN INDICATES THE NAILING
PATTERN FOR THE DIAPHRAGM TABLE INDICATED.
2.) NAILING PATTERN IS ALSO APPLICABLE FOR 1/2"
PLYWOOD ON TOP OF 2x4 SLEEPERS.
5/8" CDX PLYWOOD
OR ZIP-SHEATHING
(TYP.)
2x6 STUD WALL /
(BEARING WALL, SHEAR
WALL)
WOOD TRUSSES OR
2x FRAMING
TYPICAL ROOF DIAPHRAGM NAIL SPACING DETAIL
SCALE: 3/4" = 1'-0"
WOOD TRUSSES OR
2x FRAMING
2
WOOD HEADER
(3) 2x COLUMN (SIZE TO
MATCH WALL STUD DEPTH)
TYPICAL WOOD HEADER-TO-COLUMN
CONNECTION DETAIL
SCALE: 1" = 1'-0"
NOTE :
THIS DETAIL APPLIES AT ALL LOCATIONS AT END OF LINTEL BEAMS U.O.N.
(2) 2x CONT. TOP PL.
2x STUD WALL
(SPACING VARIES
SEE PLAN)VARIESCOORD. VENT
DETAIL W/ ARCH.5/8" CDX
PLYWOOD OR
ZIP-SHEATHING
TYPICAL ROOF RIDGE DETAIL
SCALE: 3/4" = 1'-0"
2x6 MIN. BLOCKING BETWEEN TRUSS
TOP CHORD (TOE-NAIL TO TRUSS TOP
CHORD W/ (2)-10d NAILS EA. END)
WOOD TRUSS TOP
CHORD @ 2'-0" o.c.
2
ARCH.
WOOD TRUSS
CONT. RIM BOARD
3/4" CDX PLYWOOD
2x10 OUTRIGGER
COORD. W/
SIMPSON UPSIDE-
DOWN JOIST HANGER
TYPICAL OUTRIGGER DETAIL @ TRUSSES
SCALE: 3/4" = 1'-0"
GENERAL NOTES
A - CODES:
1.780 CMR (MASSACHUSETTS STATE BUILDING CODE, 9th. EDITION)
2.AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
3.AMERICAN CONCRETE INSTITUTE (ACI)
B - DESIGN LOADS:
1. SNOW LOAD:
GROUND SNOW LOAD 40 psf
EXPOSURE FACTOR 1.0
THERMAL FACTOR 1.0
RISK CATEGORY II
DESIGN SNOW LOAD 35 psf
DRIFTING AS PER 780 CMR 1610
2. SOLAR (ROOF)5 psf
3.FLOOR LIVE LOADS:
RESIDENTIAL 40 psf
ATTIC 20 psf
CONCRETE SLAB ON GRADE 100 psf
4.WIND LOAD:
BASIC WIND SPEED (ULTIMATE) 117 mph
EXPOSURE CATEGORY C
RISK CATEGORY II
5. SEISMIC LOADS:
R 6.5
Sds 0.285
Sd1 0.154
T 0.318
RISK CATEGORY II
SITE CLASSIFICATION E
SEISMIC DESIGN CATEGORY B
EQUIVALENT LATERAL FORCE METHOD
C - CAST-IN-PLACE CONCRETE:
1.ALL CONCRETE TO BE 4,000 PSI AT 28 DAYS. CONCRETE FOR EXTERIOR STOOPS TO BE 5,000 PSI AT 28 DAYS.
2.CONCRETE WORK TO CONFORM TO ACI-318 CODE, LATEST EDITION.
3.VAPOR BARRIER IS REQUIRED UNDER ALL SLABS ON GRADE.
4.DEPRESS TOP OF FOUNDATION WALLS AT DOORS (COORDINATE WITH ARCHITECT).
5.ALL CONCRETE TO BE STONE CONCRETE.
6.EXTERIOR FOUNDATION WALL FOOTINGS TO BE CARRIED 4'-0" MINIMUM BELOW FINISHED GRADE.
7.TOP OF WALLS SUPPORTING SLABS AND FOOTINGS SUPPORTING WALLS TO BE KEYED.
8.CONTROL JOINTS SAWED OR PREMOLDED (SEE PLANS FOR LOCATIONS).
9.GROUT SHALL BE FIVE STAR EPOXY GROUT BY US GROUT CORP., OR EQUAL.
D - CAST-IN-PLACE CONCRETE REINFORCING:
1. ALL CONCRETE REINFORCING TO COMPLY WITH LATEST EDITION OF CRSI.
2. CONCRETE REINFORCING TO BE NEW BILLET STEEL, GRADE 60.
3.WELDED WIRE FABRIC TO BE AS PER ASTM-A185.
4. REINFORCING STEEL CLEAR COVER TO BE AS FOLLOWS:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
FORMED CONCRETE SURFACES IN CONTACT WITH SOIL, WATER 2"
SLAB ON GRADE - TOP, INTERIOR FACE OF WALLS 3/4"
TIES IN PIERS 1-1/2"
5.CONDUITS RUN IN FLOOR SLAB-ON-GRADE TO BE CENTERED IN SLAB AND COVERED WITH 6X6-W2.9XW2.9 WELDED
WIRE FABRIC.
6.4" OR 6" THICK CONCRETE WALKS AND SLABS-ON-GRADE TO BE REINFORCED WITH 6X6-W2.9XW2.9 WELDED WIRE
FABRIC.
7. FURNISH AND INSTALL 2 - #5x4'-0" AT ALL CORNERS AND WALL JUNCTIONS AT SAME SPACING AS WALL
REINFORCING. WALLS NOT DETAILED SHALL HAVE 2 - #5's TOP AND BOTTOM.
E - WOOD:
1. ALL WOOD NAILERS TO BE PRESSURE TREATED UNLESS OTHERWISE NOTED.
2. ALL WOOD MEMBERS TO HAVE THE FOLLOWING MINIMUM ALLOWABLE STRESSES:
DIMENSION LUMBER (SPRUCE PINE FIR)LVL MEMBERS PSL COLUMNS
Fb = 875 psi Fb = 2,800 psi
Fv = 135 psi Fv = 285 psi Fc = 2,500 psi
E = 1,300,000 psi E = 1,900,000 psi E = 1,800,000 psi
3. WALL SHEATHING TO BE ZIP R-SHEATHING (R6).
4. ROOF SHEATHING TO BE 5/8" APA STRUCTURAL 1 RATED PLYWOOD SHEATHING EXP. 1 OR ZIP-SHEATHING WITH
CLIPS AT ALL JOINTS.
F - SOILS AND STRUCTURAL FILL:
1.SOIL BEARING DESIGN VALUE = 3,000 psf (ASSUMED).
2.UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL COMPACTED TO 95%
COMPACTION IN 8" LAYERS.
3.PLACE 12" COMPACTED GRAVEL UNDER ALL SLABS ON GRADE.
G - MISCELLANEOUS:
1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT.
2. SEE HVAC, PLUMBING, AND ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF CONCRETE PADS, BASES,
AND SLEEVES REQUIRED THROUGH FOUNDATION WALLS.
3. SEE HVAC DRAWINGS FOR LOCATION AND SIZE OF ALL FLOOR AND ROOF OPENINGS INCLUDING ROOF FANS.
4.NO MATERIAL SHALL BE FABRICATED UNTIL SHOP DRAWINGS ARE APPROVED. SHOP DRAWINGS SHALL BE SAME
SIZE AND CLARITY AS CONTRACT DRAWINGS, AND SHALL BE COORDINATED WITH OTHER RELATED SHOP
DRAWINGS.
5.NO PERMISSION WILL BE GRANTED FOR ANY STRUCTURAL DRAWINGS TO BE REPRODUCED FOR USE AS SHOP
DRAWINGS.
6. A MINIMUM OF FOUR HARD COPIES ARE REQUIRED FOR EACH SHOP DRAWING SUBMITTAL (ALL MATERIALS).
7. G.C. SHALL COORDINATE THE WORK OF ALL TRADES TO PROVIDE FUNCTIONAL AND DIMENSIONAL COMPATIBILITY
BETWEEN ALL COMPONENTS.
8. G.C. SHALL SUBMIT WOOD TRUSS SUBMITTAL (FLOOR TRUSSES AND ROOF TRUSSES) TO THE STRUCTURAL
ENGINEER-OF-RECORD FOR REVIEW. SUBMITTAL SHALL INCLUDE DESIGN CALCULATIONS AND SHOP DRAWINGS,
AND MUST BE STAMPED AND SIGNED BY A MASSACHUSETTS LICENSED STRUCTURAL ENGINEER PRIOR TO
SUBMISSION.
9. G.C. SHALL SUBMIT PRECAST CONCRETE SUBMITTAL TO THE STRUCTURAL ENGINEER-OF-RECORD FOR REVIEW.
SUBMITTAL SHALL INCLUDE DESIGN CALCULATIONS AND SHOP DRAWINGS, AND MUST BE STAMPED AND SIGNED
BY A MASSACHUSETTS LICENSED STRUCTURAL ENGINEER PRIOR TO SUBMISSION.
2
LVL BEAM (SIZE VARIES)
1/2"Ø THRU BOLT @
16" o.c. STAGGERED
TOP AND BOTTOM
TYPICAL CONNECTION DETAIL
FOR GREATER THAN 2 LVL's
SCALE: 3/4" = 1'-0"
TYPICAL GABLE TRUSS LOUVER DETAIL
SCALE: 3/4" = 1'-0"
2x10 MIN.
HEADER
2x6 MIN.
5/8" CDX PLYWOOD
OR ZIP-SHEATHING
WOOD TRUSS @ 2'-0" o.c.
NAILER PL.
- EA. SIDE
(TYP.)
2x4 @ 16" o.c.
(TYP.)
NOTE:
COORDINATE EXACT SIZE AND
LOCATION OF OPENING WITH
ARCHITECT/ MECHANICAL ENGINEER.
2x6 MIN.
2x8 MIN.
HEADER
COORD. DIM's W/
LOUVER MFR.
2
3 SIDES-TYP.
W16, W14, W12
W36,W33
W10, W8, W6
OR BEAM TO BEAM CONNECTIONS DETAIL
NON-COMPOSITE BEAM
W21
W18
W24
W27
W30
TUBULAR COLUMN
W SHAPE BEAM
SCALE: 1" = 1'-0"
TYPICAL MINIMUM BOLTS REQ'D. FOR
NON-MOMENT CONN. BEAM TO COLUMN
4 ROWS
3 ROWS
9 ROWS
8 ROWS
6 ROWS
5 ROWS
7 ROWS
2 ROWS
W SHAPE BEAM
W SHAPE BEAM
NOTES :
1.) MINIMUM CONNECTION (MOM.) 3/4"Ø HSB
A325 W/ STANDARD HOLES AND CLASS 'A'
CONDITION
2.) TRIM CLIP ANGLES AS REQUIRED TO
KEEP CLIP FROM OVERHANGING EDGE
OF TUBE ON SMALLER COLUMNS.
CL
(HSS COLUMN)
SCALE: 3/4"=1'-0"-0'-7" BELOW FIN. FL.1ST FLOOR LEVEL
COLUMN LENGTHBASE PLATE
FLOOR ELEVATION
TYPICAL COLUMN DETAIL
3" HOOK(4) ANCHOR BOLTS
CL
HSS COLUMN
3/4" CAP PLATE REQ'D
AT ALL COLUMNS
1/4" LEVELING PLATE
ON 3/4" MIN. GROUT
TOP OF PIER (SEE
FOUNDATION DWG'S)
FOR ELEVATIONS, SEE
COLUMN SCHEDULE
HSS
COLUMN
W-SHAPE
BEAM
TYPICAL MOMENT
CONNECTION DETAIL
SCALE: 1" = 1'-0"
1/2" KNIFE PL. W/ 3/4"Ø H.S.
A490 BOLTS PER TYP. BOLT
CONNECTION DETAIL
EA.
SIDE
REMOVE BACKER ROD
& PROVIDE (1) ADD'L
PASS OF WELD
3/4" CAP PL.
2x6 @ 12" OR 16" o.c.
(SEE PLAN)
HSS COLUMN
1/2"Ø THREADED ROD
SHOP WELDED TO COLUMN
@ 2'-0" o.c. (EA. SIDE)
(2) 2x6 STUDS EA.
SIDE OF COLUMN
TYPICAL STEEL COLUMN
BRACING DETAIL
SCALE: 1" = 1'-0"
HSS
COLUMN
W-SHAPE
BEAM
TYPICAL MOMENT
CONNECTION DETAIL
SCALE: 1" = 1'-0"
1/2" KNIFE PL. W/ 3/4"Ø H.S.
A490 BOLTS PER TYP. BOLT
CONNECTION DETAIL
EA.
SIDE
REMOVE BACKER ROD
& PROVIDE (1) ADD'L
PASS OF WELD
3/4" CAP PL.c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM11/9/2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
1/4" = 1'-0"
TPA/MLB S6.1
TYPICAL FRAMING DETAILS
(BUILDING B)
REVISED NOTES 10/7/20202
WOOD STUD SHEAR WALL CONSTRUCTION SCHEDULE
SIZE AND SPACING
BEARING WALL/WOOD STUD
JOINTS
Y
REQUIRED @
BLOCKING
END CONDITION
BASE CONNECTION
SHEAR WALL
EDGES FIELD EDGES FIELD
SW-1 2x4 @ 12" o.c.
3/4"Ø ANCHORS @ 16" o.c.
SW-2
SW-3
(2) 2x6; (3) SIMPSON
CS18 STRAPS
SW-4
SW-5
Y
(2) 16d NAILS @ 16" o.c.
(2) 2x4; (1) SIMPSON
CS16 STRAP
2x6 @ 16" o.c.
Y
N/A N/A
1 SIDE REQ'D
8d @ 7" o.c.
1 SIDE REQ'D
8d @ 12" o.c.
Y
Y
Y
Y
Y
N/A N/A
(2) 16d NAILS @ 16" o.c.N/A N/A
2x4 @ 12" o.c.N/A N/A 1 SIDE REQ'D
8d @ 4" o.c.
1 SIDE REQ'D
8d @ 12" o.c.
2x6 @ 16" OR 12" o.c.(2) 16d NAILS @ 9" o.c.
N/A N/A 2x6 @ 12" o.c.
ZIP SYSTEM (R-6) SHEATHING
(NAIL SIZE & SPACING)
1/2" MIN. "t" PLYWOOD
(NAIL SIZE & SPACING)
EDGES FIELD
N/A N/A
N/A N/A
5/8" MIN. "t" GYPSUM
(SCREW SIZE & SPACING)
N/A N/A (2) 16d NAILS @ 3" o.c.
1 SIDE REQ'D
16d @ 3" o.c.
1 SIDE REQ'D
16d @ 12" o.c.
(2) 16d NAILS @ 5" o.c.N/A N/A 2x6 @ 16" OR 12" o.c.
2x6 @ 16" o.c.
2x6 @ 16" OR 12" o.c.1 SIDE REQ'D
10d @ 3" o.c.
1 SIDE REQ'D
10d @ 12" o.c.N/A N/A N/A N/A
3/4"Ø ANCHORS @ 48" o.c.(2) 2x4; HD3B HOLD DOWN
W/ 5/8"Ø ANCHOR
(2) 2x6; (1) SIMPSON
CS18 STRAP
N/A N/AN/A N/A1 SIDE REQ'D
16d @ 3" o.c.
1 SIDE REQ'D
16d @ 12" o.c.
(2) 2x6; (2) SIMPSON
CS18 STRAPS
3/4"Ø ANCHORS @ 48" o.c.(3) 2x6; HD3B HOLD DOWN
W/ 5/8"Ø ANCHOR
1 SIDE REQ'D
16d @ 3" o.c.
1 SIDE REQ'D
16d @ 12" o.c.N/A N/A
1 SIDE REQ'D
8d @ 4" o.c.
1 SIDE REQ'D
8d @ 12" o.c.N/A N/ASW-6
N/A N/A 1 SIDE REQ'D
10d @ 3" o.c.
1 SIDE REQ'D
10d @ 12" o.c.
(3) 2x6; (5) SIMPSON
CS16 STRAPSSW-7
SW-8 (3) 2x6; HD12 HOLD DOWN
W/ 1"Ø ANCHOR
NOTE:
7/8"Ø CAST-IN-PLACE ANCHORS SHALL HAVE 18" EMBEDMENT + 3" HOOK OR ADHESIVE ANCHORS SHALL HAVE 15" EMBEDMENT.
FOR HOLD DOWNS, 5/8"Ø CAST-IN-PLACE ANCHORS SHALL HAVE 12" EMBEDMENT + 3" HOOK OR ADHESIVE ANCHORS SHALL HAVE 10" EMBEDMENT.
1"Ø CAST-IN-PLACE ANCHORS SHALL HAVE 24" EMBEDMENT + 3" HOOK OR ADHESIVE ANCHORS SHALL HAVE 18" EMBEDMENT.
SW-9
SW-10
2x6 @ 12" o.c.
2x6 @ 16" o.c.
Y
Y
1 SIDE REQ'D
10d @ 4" o.c.
1 SIDE REQ'D
10d @ 12" o.c.
1 SIDE REQ'D
8d @ 3" o.c.
1 SIDE REQ'D
8d @ 12" o.c.
N/A N/A
N/A N/A
N/A N/A
N/A N/A
3/4"Ø ANCHORS @ 24" o.c.
(2) 16d NAILS @ 3" o.c.
(3) 2x6; SEE DETAIL 13 ON
S6.2
(3) 2x6; HD7B HOLD DOWN
W/ 7/8"Ø ANCHOR
(COMMON "d" NAILS)
2
TYPICAL END OF SHEAR WALL CONSTRUCTION DETAILS
@ 6" o.c.
CORNER DETAIL
SCALE: 3/4"=1'-0"
16d NAILS
2 ROWS OF 12d
NAILS @ 6" o.c.
(TYP.)
SCALE: AS NOTED
2 ROWS OF 12d
NAILS @ 6" o.c.
SCALE: 3/4"=1'-0"
INTERSECTION DETAIL
END NOT @
(TYP.)
SIMPSON ANCHOR,
EACH END @ BASE
(SEE SHEAR WALL
SCH. FOR SIZE)
DOOR
OPENING
SIMPSON ANCHOR,
EACH END @ BASE
(SEE SHEAR WALL
SCH. FOR SIZE)
2x4's OR 2x6's
(SEE SHEAR WALL
SCH. FOR QTY.)2x4's OR 2x6's
(SEE SHEAR WALL
SCH. FOR QTY.)
SIMPSON ANCHOR W/ CAST-IN-PLACE
ANCHOR (12" + 3" HOOK) OR ADHESIVE
ANCHOR (10" MIN. EMBED.) TYP. @
ALL ENDS AND OPENINGS
3/4"Ø CAST-IN-PLACE ANCHOR
(12" + 3" HOOK) OR 3/4"Ø ADHESIVE
ANCHOR (10" MIN. EMBED.) TYP. (SEE
SHEAR WALL SCH. FOR SIZE & SPACING)
TYPICAL SHEARWALL ELEVATION DETAIL
SCALE: 1/4"=1'-0"
OPENING
3/4" CDX T&G PLYWOOD
EXTERIOR FACE
FLOOR FRAMING
FASTENER TO BE APPLIED TO BLOCKING,
VERTICAL STUDS, & TOP AND BOTTOM
WALL PLATES (SEE SHEAR WALL
SCHEDULE FOR SIZE & SPACING)
SEE SHEARWALL SCHEDULE FOR
FASTENER SIZE & SPACING
A
A
SEE SHEAR WALL SCHEDULE FOR
FASTENER SIZE & SPACING
FINISH PLYWOOD
(COORD. W/ ARCH.)
2x4 OR 2x6 @ 16" o.c.
SOLID BLOCKING (TYP. @
ALL SHEATHING JOINTS)
END CONDITIONS VARY (SEE END
OF SHEAR WALL CONSTRUCTION
DETAILS)
SEE PLAN FOR
LINTEL SIZE
(2) 2x4 OR 2x6
BOTTOM PLATE
(P.T.)
(2) 2x4 OR 2x6 TOP PLATE
OPENINGZIP SYZTEM (R-6), PLYWOOD, OR
GYPSUM SHEATHING
FLOOR FRAMING
2x4 OR
2x6 STUD
WALL
(SPACING
VARIES)
SIMPSON STRAPS
(EA. SIDE OF END
STUDS)
END CONDITIONS VARY
- SEE END OF SHEAR WALL
CONSTRUCTION DETAILS
SECTION A-A
SCALE: 3/4" = 1'-0"
2x4 OR
2x6 STUD
WALL
(SPACING
VARIES)
SOLID BLOCKING
AT SHEATHING JOINTS
SHEATHING JOINTS
2x4 or 2x6
SEE SHEAR WALL
DETAILS FOR
SHEATHING AND
NAIL SPACING
INFORMATION
SCALE: 1/4"=1'-0"
TYPICAL SHEAR WALL
BLOCKING DETAIL
STUD WALL
SEE SHEAR WALL
SCH. FOR SHEATHING
AND NAIL SPACING
INFORMATION
SCALE 1/2"=1'-0"
(2) 2x4 OR (2) 2x6
FOUNDATION WALL
SEE SECTIONS FOR
DIMENSIONS & REINF.
TYPICAL BASE CONDITION DETAIL FOR SHEAR WALLS
(P.T.) SILL PLATE
MINIMUM DOUBLE
STUD (TYP. @ ALL
ENDS & OPENINGS)
SIMPSON HOLD DOWN W/
CAST-IN-PLACE ANCHOR
(12" + 3" HOOK) OR ADHESIVE
ANCHOR (10" MIN. EMBED.)
TYP. @ ALL ENDS AND
OPENINGS
3/4"Ø CAST-IN-PLACE ANCHOR
(12" + 3" HOOK) OR 3/4"Ø OR
7/8"Ø ADHESIVE ANCHOR (10"
MIN. EMBED.) TYP. (SEE
SHEARWALL SCH. FOR SIZE &
SPACING)
2x4's OR 2x6's
(SPACING VARIES)
TOP OF SHEAR WALL DETAIL
(WOOD STUD SHEAR WALLS)
SCALE: 3/4" = 1'-0"
WOOD TRUSS
@ 2'-0" o.c.
5/8" PLYWOOD OR
ZIP-SHEATHING
EXTERIOR WALL
(COORD. W/ ARCH.)
2x6 @ 12" OR 16" o.c.
(SEE PLAN) BEARING
WALL/SHEAR WALL
COORD.
W/ ARCH.
COORD. SOFFIT
W/ ARCH.
CONT. RIM BOARD
SIMPSON H2.5T HURRICANE
TIE (EA. SIDE, STAGGERED)
(2) CONT. 2x6 TOP PL.
SOLID BLOCKING BETWEEN TRUSSES
ATTACHED W/ (3) 12d NAILS EA. END
U.O.N. IN SHEAR WALL DETAILS 2" GAP
2
1ST FL. EL.
= SEE PLAN
3/8" BENT PL.
(3) 5/8" Ø
THRU-BOLTS
CTR'D IN STUD
(4) 5/8" Ø
THRU-BOLTS
3"3"11
2"3"3"3"(2) 5/8"Ø THRU-BOLTS
BOLTS @ 2'-0" o.c.
(COUNTERSINK BOLT
HEAD AS REQ'D)
W16 BEAM
(2) CONT. 2x6
2x6 @ 16" o.c.(3) 2x6 STUDS
3/4" T&G CDX PLYWOOD
CONT. (2) 2x6 WOOD NAILER
(1) 2x6 CONT. SILL PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
INFILL BEAM WEB SOLID W/ CONT.
WOOD BLOCKING (EA. SIDE) ATTACH
W/ (2) 5/8" Ø THRU-BOLTS @ 2'-0" o.c.
(COUNTERSINK BOLT HEAD AS REQ'D)
DETAIL
SCALE: = 1'-0"
13
S2.13/4"
SEE TYP. MOMENT
CONNECTION
DETAIL FOR ADD'L
INFO.c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM11/9/2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
1/4" = 1'-0"
TPA/MLB S6.2
TYPICAL FRAMING DETAILS
(BUILDING B)
REVISED NOTES 10/7/20202
2x6 TOP CHORD (MIN.)12
12 (COORD.
W/ ARCH.)
5/8" PLYWOOD OR
ZIP-SHEATHING
CONT. WOOD BRACING
(TO BE DESIGNED BY
TRUSS MFR.) - TYP.
2x6 BOTTOM CHORD (MIN.)
WOOD TRUSS TYPE I
SCALE: 3/8" = 1'-0"
2x6 @ 16" o.c.
SIMPSON H2.5T HURRICANE
TIE (EA. SIDE, STAGGERED)
(2) CONT. 2x6 TOP PL.
COORD. SOFFIT
W/ ARCH.
19'-101
2"
2x4 @ 12" o.c.
SIMPSON H2.5T HURRICANE
TIE (EA. SIDE, STAGGERED)
(2) CONT. 2x4 TOP PL.
EQ.EQ.2x4 (MIN.)2
x
4
(M
IN
.
)2x4 (MIN.)2x6 TOP CHORD (MIN.)2x4 (MIN.)2x4 (MIN.)12 (COORD.
W/ ARCH.)
12
EQ.EQ.
5/8" PLYWOOD
SHEATHING
NOTES:
1. TRUSS - TO - TRUSS CONNECTION TO BE DESIGNED BY TRUSS MANUFACTURER.
2. TRUSS TO BE DESIGNED FOR AN ADDITIONAL 5 psf FOR FUTURE SOLAR.
2
2
WOOD TRUSS TYPE II
SCALE: 3/8" = 1'-0"
2x6 @ 16" o.c.
SIMPSON H2.5T HURRICANE
TIE (EA. SIDE, STAGGERED)
(2) CONT. 2x6 TOP PL.
COORD. SOFFIT
W/ ARCH.
39'-9"
EQ.EQ.EQ.2x4 (MIN.)2x4 (MIN.)2x4 (MIN.)2x
4
(
M
I
N
.
)
2
x
4
(M
IN
.
)
2x6 BOTTOM CHORD (MIN.)
2x6 T
O
P
C
H
O
R
D
(
MI
N
.)
12
5 3/8 (COORD.
W/ ARCH.)
5/8" PLYWOOD
SHEATHING
CONT. WOOD BRACING
(TO BE DESIGNED BY
TRUSS MFR.) - TYP.
2x6
T
O
P
C
H
O
R
D
(
M
I
N
.
)
3 1/8 (COORD.
W/ ARCH.)
12
2x4 (MIN.)2x4 (MI
N.)
6'-73
4"+/-
COORD. SOFFIT
W/ ARCH.
2x6 TO
P
C
H
O
R
D
(
M
I
N
.
)
5/8" PLYWOOD
SHEATHING
5 3/8 (COORD.
W/ ARCH.)
12
2x6 @ 16" o.c.
SIMPSON H2.5T HURRICANE
TIE (EA. SIDE, STAGGERED)
(2) CONT. 2x6 TOP PL.2x4 (MIN.)2x4 (MIN.)EQ.EQ.EQ.
2x4 (
MI
N.)
2x4 (M
I
N.
)
NOTES:
1. TRUSS - TO - TRUSS CONNECTION TO BE DESIGNED BY TRUSS MANUFACTURER.
2. TRUSS TO BE DESIGNED FOR AN ADDITIONAL 5 psf FOR FUTURE SOLAR.
2
5/8" PLYWOOD OR
ZIP-SHEATHING
2
WOOD TRUSS TYPE III
SCALE: 3/8" = 1'-0"
NOTES:
1. TRUSS - TO - TRUSS CONNECTION TO BE DESIGNED BY TRUSS MANUFACTURER.
2. TRUSS TO BE DESIGNED FOR AN ADDITIONAL 5 psf FOR FUTURE SOLAR.
2x6 @ 16" o.c.
SIMPSON H2.5T HURRICANE
TIE (EA. SIDE, STAGGERED)
(2) CONT. 2x6 TOP PL.
COORD. SOFFIT
W/ ARCH.
39'-9"
EQ.
2x6 @ 16" o.c.
BEARING WALL
(2) CONT. 2x6 TOP PL.
10'-21
2" (COORD. W/ ARCH.)
7'-6"
2x6 @ 16" o.c.
SIMPSON H2.5T HURRICANE
TIE (EA. SIDE, STAGGERED)
(2) CONT. 2x6 TOP PL.
COORD. SOFFIT
W/ ARCH.
2x12 @ 2'-0" o.c.
5/8" PLYWOOD SHEATHING
CONT. 2x12 LEDGER ATTACHED W/ (3)
1/4"Ø LAG SCREWS @ EA. TRUSS LOC.
JOIST HANGER
EQ.EQ.2x4 (MIN.)2x4 (MIN.)2x4 (MIN.)2x
4
(
M
I
N
.
)
2
x
4
(M
IN
.
)
2x6 BOTTOM CHORD (MIN.)
2x6 T
O
P
C
H
O
R
D
(
MI
N
.)
12
5 3/8 (COORD.
W/ ARCH.)
5/8" PLYWOOD
SHEATHING
CONT. WOOD BRACING
(TO BE DESIGNED BY
TRUSS MFR.) - TYP.
2x6
T
O
P
C
H
O
R
D
(
M
I
N
.
)
5 3/8 (COORD.
W/ ARCH.)
12
2x4 (MIN.)2x4 (MIN.)2x4 (
MI
N.)2x4 (MIN.)
EQ.EQ.EQ.2x4 (MIN.)2
5/8" PLYWOOD OR
ZIP-SHEATHING
2
WOOD TRUSS TYPE IV
SCALE: 3/8" = 1'-0"
EQ.EQ.EQ.2x4 (MIN.)2x4 (MIN.)2x4
(
M
I
N
.
)
2x6 BOTTOM CHORD (MIN.)
2x6 T
O
P
C
H
O
R
D
(
MI
N
.)
12
5 3/8 (COORD.
W/ ARCH.)
5/8" PLYWOOD
SHEATHING
CONT. WOOD BRACING
(TO BE DESIGNED BY
TRUSS MFR.) - TYP.
12
5 3/8 (COORD.
W/ ARCH.)
VARIES
EQ.
BEVEL BOTTOM
CHORD AS REQ'D 2x4 (MIN.)2x4 (MI
N.
)
NOTES:
1. TRUSS - TO - TRUSS CONNECTION TO BE DESIGNED BY TRUSS MANUFACTURER.
2. TRUSS TO BE DESIGNED FOR AN ADDITIONAL 5 psf FOR FUTURE SOLAR.
2
5/8" PLYWOOD OR
ZIP-SHEATHING
2
c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM11/9/2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
1/4" = 1'-0"
TPA/MLB S7.1
TRUSS ELEVATIONS
REVISED DIMENSIONS AND NOTES 10/7/20202
UPUPUPUPUPABCDE2134GARAGE001CENTRY002CGARAGE101DFLEX SPACE003CFLEX SPACE003DFLEX SPACE006BGARAGE001BENTRY002BGARAGE001AFLEX SPACE003A10' - 6"TYPE EUNIT A1TYPE BUNIT A2TYPE CUNIT A3TYPE DUNIT A4BUILDING ASPRINKLER CLOSETFOR13-R SYSTEM, 2 HOURRATING -SEE FP DRAWINGS& SPECIFICATIONS FORDETAILSBUILDING A PORCHSTRUCTURE -SEE ARCHSHEET FOR DETAILSHALL003BHALL003CHALL002DHALL002APEGOLA STRUCTURE -SEEARCHITECTURAL DETAILSHEET & CIVIL &LANDSCAPE DRAWINGSFOR DETAILSS1ABCDE2134GARAGE001CENTRY002CGARAGE101DFLEX SPACE003CFLEX SPACE003DTYPE AUNIT B1TYPE BUNIT B2TYPE CUNIT B3TYPE DUNIT B4BUILDING BFLEX SPACE006BGARAGE001BENTRY002BHALL003BGARAGE001AFLEX SPACE003ASPRINKLER CLOSETFOR13-R SYSTEM, 2 HOURRATING -SEE FP DRAWINGS& SPECIFICATIONS FORDETAILSPEGOLA STRUCTURE -SEEARCHITECTURAL DETAILSHEET & CIVIL &LANDSCAPE DRAWINGSFOR DETAILSS1c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20DescriptionDateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:08:13 PM1/8" = 1'-0"11/10/20ABKEY PLANA0.010 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/8" = 1'-0"KEY PLAN - GROUND FLOOR BUILDINGS A & BD1NOTE:BUILDING A AND BUILDING B ARE THE SAME, WITH THE EXCEPTION OF THE WESTERN-MOST UNITS, WHOSE FACADES DIFFER. THEREFORE THESE UNITS HAVE DIFFERENT UNIT TYPE DESIGNATIONS.UNIT TYPES B AND C ARE MIRROR IMAGES OF EACH OTHER.
ABCDETYPE DUNIT A4TYPE CUNIT A3TYPE BUNIT A2TYPE EUNIT A1BUILDING ABUILDING A PORCHSTRUCTURE -SEE ARCHSHEET FOR DETAILSABCDETYPE DUNIT B4TYPE CUNIT B3TYPE BUNIT B2TYPE AUNIT B1BUILDING BABCDETYPE DUNIT A4TYPE CUNIT A3TYPE BUNIT A2TYPE EUNIT A1BUILDING ABUILDING A PORCHSTRUCTURE -SEE ARCHSHEET FOR DETAILSSPRINKLER CLOSETFOR13-R SYSTEM, 2 HOURRATING -SEE FP DRAWINGS& SPECIFICATIONS FORDETAILSABCDETYPE DUNIT B4TYPE CUNIT B3TYPE BUNIT B2TYPE AUNIT B1BUILDING BSPRINKLER CLOSETFOR13-R SYSTEM, 2 HOURRATING -SEE FP DRAWINGS& SPECIFICATIONS FORDETAILSc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:08:17 PM1/8" = 1'-0"11/10/20ABKEY ELEVATIONS BUILDINGSA & BA0.110 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/8" = 1'-0"NORTH ELEVATION (FRONT) KEY PLAN BUILDINGS A & BB11/8" = 1'-0"SOUTH ELEVATION (REAR) KEY PLAN BUILDINGS A & BD1
UPUPUPUPA2.3A2.1D1D1ABCDE213442' - 0"77' - 0"18' - 11"18' - 11"19' - 7"19' - 7"GARAGE001CENTRY002CGARAGE101DFLEX SPACE003CFLEX SPACE003DD5A3.2D1A3.1D5A3.1FLEX SPACE006BGARAGE001BENTRY002BHALL003BFLEX SPACE003AGARAGE001A009C009B004C004B005C005B004A009A005D002D005A002A3' - 0"6' - 10"6' - 10"A5.1D1A5.1D510' - 3 1/8"9' - 3 7/8"9' - 1"9' - 1"3' - 0"9' - 3 7/8"10' - 3 1/8"2' - 0"11' - 0"13' - 2"8' - 4"7' - 6"42' - 0"13' - 4"6' - 3"5' - 0"7' - 8"6' - 3"6' - 3"7' - 8"5' - 0"6' - 3"13' - 4"19' - 7"18' - 11"18' - 11"19' - 7"77' - 0"002B002C010A010D4' - 10"AREA DESIGNED TOACCOMMODATE FUTUREELEVATOR -SEESTRUCTURAL DRAWINGS &MANUF. REQUIREMENTS001A001B001C001D009D006BCC2' - 0"11' - 0"13' - 2"8' - 4"7' - 6"8' - 5 1/2"HALL002ACLOSET004ACL.005ACLOSET005BCLOSET004CCLOSET003DCLOSET004DCC6' COMPOSITE PRIVACYFENCE012A011D010B010CS1MECHS1A5.8D4A5.1D5O.H.A5.1D1O.H.2' - 6"5' - 0"004D20' - 6"20' - 6"13' - 1"12' - 1 1/2"13' - 1"4' - 10"ALIGN20' - 6"1' - 0"ALIGN10' - 0 1/2"2' - 0"8' - 5 1/2"10' - 0 1/2"2' - 0"ALUMINUM DOWNSPOUT,BLACK, CONNECTED TOSUB DRAINAGE -SEE CIVILDRAWINGS FOR DETAILS.MECHS5CL.4' - 7 1/2"CL.4' - 9"1' - 6"SPRINKLER CLOSETFOR13-R SYSTEM, 2 HOURRATING -SEE FP DRAWINGS& SPECIFICATIONS FORDETAILSMINI SPLIT ON CONC. PAD -SEE HVAC DWGS FORDETAILSINSULATED STEEL GARAGEDOOR W/ COMPOSITEOVERLAY, SEE DOORSCHEDULE SHEET FORDETAILSINTERLOCKING CMURETAINING WALL, SEE LA &CIVIL DRAWINGS FORDETAILS2x2 CONCRETE PAVERS -SEE LA DRAWINGS FORDETAILSWATER HEATER -SEE HVACDWGS FOR DETAILSCCPRECAST CONCRETE PIERFOR DECK SUPPORTABOVE, SEE STRUCTURALDRAWINGSCL.4' - 7 1/2"CL.3' - 0"DECK -SEE SECTION &STRUCTURAL DRAWINGSFOR DETAILS5" REINFORCED CONCRETESTOOP5" REINFORCED CONCRETESTOOP12' - 1 1/2"1' - 0"19' - 0"19' - 0"AREA DESIGNED TOACCOMMODATE FUTUREELEVATOR -SEESTRUCTURAL DRAWINGS &MANUF. REQUIREMENTSPEGOLA STRUCTURE -SEEARCHITECTURAL DETAILSHEET & CIVIL &LANDSCAPE DRAWINGSFOR DETAILSPEGOLA STRUCTURE -SEEARCHITECTURAL DETAILSHEET & CIVIL &LANDSCAPE DRAWINGSFOR DETAILSCL.3' - 0"003ACONCRETE SIDEWALK -SEECIVIL DRAWINGS FORLOCATIONS & DETAILS132.4131.8133.4132.8133.8131.8133.7134.4133.726' - 0"6' - 0"8"4' - 10"1' - 0"5' - 0"3' - 3"133.9UNIT - TYPE AUNIT - TYPE BUNIT - TYPE CUNIT - TYPE D133.4SLOPE1/4/FTSLOPE1/4/FTPENT ROOF ABOVE GARAGEDOORS & ENTRY -SEESECTION FOR DETAILSSLOPE1/4/FTSLOPE1/4/FT20' - 6"DDDDDDCEEED.S.D.S.D.S.D.S.D.S.D.S.D.S.003D006CAREA FOR FUTURE BATHROOM -PROVIDE SUBSLAB PLUMBINGAREA FOR FUTURE BATHROOM -PROVIDE SUBSLAB PLUMBINGHALL003CHALL002D1' - 6"11' - 7"11' - 7"1' - 6"1' - 6"1' - 6"30" X 30" ACCESS PANEL TOSPACE BELOW STAIRS30" X 30" ACCESS PANEL TOSPACE BELOW STAIRSAREA FOR FUTURE BATHROOM -PROVIDE SUBSLAB PLUMBINGAREA FOR FUTURE BATHROOM -PROVIDE SUBSLAB PLUMBING4' - 7" CL.4' - 7" CL.CL.3' - 0"4' - 9" CL.BENCH AND HOOKS BYOWNER AT ALL UNITS,PROVIDE BLOCKING8' COMPOSITE PRIVACYSCREEN013A012B012C013DAWALL TYPE A:ALL INTERIOR PARTITIONS TO BE 2X4 WD STUDS 16" O.C. W/ 1/2" GWB EACH SIDE, UNLESS OTHERWISE NOTED. WALL TYPE NOTES:• PROVIDE TILE BACKER BOARD AT ALL LOCATIONS WHERE TILE IS INDICATED.• ALL BATHROOMS TO HAVE FIBERGLASS SOUND ATTENUATION BATTS IN WALL CAVITIES.• COORDINATE FRAMING IN WALLS WHERE MEDICINE CABINETS ARE LOCATED. • PROVIDE SOLID BLOCKING FOR BATHROOM ACCESSORIES, CABINETS, AND OTHER SYSTEMS NOTED IN DRAWINGS. BWALL TYPE B:2X6 WD STUDS 16" O.C. W/ 1/2" GWB EACH SIDE, UNLESS OTHERWISE NOTED. VERIFY WITH STRUCTURAL DRAWINGS.CWALL TYPE C:2X6 ELEVATOR MAST STRUCTURAL WALL -SEE STRUCTURAL DRAWINGS & ELEVATOR SHOP DRAWINGS FOR DETAILS.DWALL TYPE D:INSULATED GARAGE WALL. 2X6 WD 16" O.C. 1.5" ZIP R SHEATHING COLD SIDE W/ 5/8 TYPE X GWB.EWALL TYPE E:THE 2-HOUR AREA SEPARATION WALL SYSTEM IS A 2-HOUR FIRE WALL CONSISTING OF 2 IN. LIGHT-GAUGE STEEL H-STUDS THAT SECURE TWO LAYERS OF 1 IN. SHAFTLINER PANELS FRICTION-FIT BETWEEN STUDS AND A MINIMUM 3/4 IN. AIR SPACE ON EACH SIDE. UL FIRE RESISTANCE DIRECTORY DESIGN NO. U347WALL TYPE LEGENDc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:08:29 PMAs indicated11/10/20ABBLDG B -GROUND FLOORPLANA1.010 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"BLDG B - GROUND FLOORD1BUILDING PLAN NOTES: 1. ALL INTERIOR PARTITIONS CONIST OF 2X4 WOOD STUDS, 16" O.C. WITH 1/2" GYPSUM BOARD EACH SIDE, UNLESS NOTED OTHERWISE. SUBSTITUTE TILE BACKER BOARD FOR GYPSUM BOARD WHERE TILE IS SHOWN ON INTERIOR ELEVATIONS.2. ALL DIMENSIONS TO INTERIOR PARTITIONS ARE TAKEN FROM FACE OF STUD UNLESS OTHERWISE NOTED.3. VERIFY ALL SPOT ELEVATIONS WITH CIVIL DRAWINGS.
UPUPUPUPDNDNDNA2.2A2.3A2.1A2.3D1D1D3D1AABBCCDDEE22113344A1A3.1D5A3.2D1A3.1D5A3.1DINING102CDINING103DKITCHEN102DLIVING ROOM101DLIVING ROOM101CKITCHEN103CW.C.105DW.C.105CLIVING ROOM101BKITCHEN103BDINING102BLIVING ROOM101AKITCHEN102AW.C.105ADINING103AW.C.105BA4.3B1A4.1D1A4.1A1A4.1D1O.H.A4.3B1O.H.A4.1A1O.H.A5.2D177' - 0"101B101C105C105BA4.2B1A4.2B1SIM19' - 7"18' - 11"18' - 11"19' - 7"8' - 0"8' - 7"9' - 0"42' - 0"7' - 2"2' - 0"38' - 0"2' - 0"42' - 0"2' - 0"38' - 0"2' - 0"77' - 0"3' - 11"9' - 5"6' - 3"7' - 3 1/2"6' - 10 1/2"4' - 9"4' - 9"6' - 3"9' - 5"3' - 11"19' - 7"37' - 10"19' - 7"DEDBCIA5.1C1A5.1C513' - 4 1/2"101A101DCLOSET106ACLOSET106DD2A5.89' - 0"8' - 7"8' - 0"6' - 11"6' - 0"6' - 0"6' - 11"CCCI6' - 10 1/2"7' - 3 1/2"A4.4A1A3B1B3A4.4D3D4A4.4A3B3A4.4A1B1A4.4D4B3A3B3O.H.O.H.B3A3A4.6A1A3B1B2A4.6B5A4.6A3B2A4.6B1B2A3A1O.H.A4.6B5B2A3O.H.A4.41 3/4"105A106A7' - 2"BA5.1C5O.H.A5.1C1O.H.E*DECK -SEE SECTION &STRUCTURAL DRAWINGSFOR DETAILS12' - 6 1/2"13' - 4 1/2"13' - 4 1/2"12' - 6 1/2"UNIT - TYPE AUNIT - TYPE BUNIT - TYPE CUNIT - TYPE D105D106DBCCBEEE6"5' - 2"2' - 7"6"5' - 2"2' - 7"7' - 1"10"1' - 0"7' - 1"10"1' - 0"AREA FOR FUTURE ELEVATORAREA FOR FUTURE ELEVATORAREA FOR FUTURE ELEVATORAREA FOR FUTURE ELEVATORDNPENT ROOF ABOVE DECKS -SEE SECTION FOR DETAILSPENT ROOF ABOVE GARAGEDOORS & ENTRY -SEESECTION FOR DETAILSALUMINUM GUTTER, BLACKHH*A5.8D1A5.4B5c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:08:34 PM1/4" = 1'-0"11/10/20ABBLDG B -FIRST FLOOR PLANA1.110 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"BLDG B - FIRST FLOOR1BUILDING PLAN NOTES: 1. ALL INTERIOR PARTITIONS CONIST OF 2X4 WOOD STUDS, 16" O.C. WITH 1/2" GYPSUM BOARD EACH SIDE, UNLESS NOTED OTHERWISE. SUBSTITUTE TILE BACKER BOARD FOR GYPSUM BOARD WHERE TILE IS SHOWN ON INTERIOR ELEVATIONS.2. ALL DIMENSIONS TO INTERIOR PARTITIONS ARE TAKEN FROM FACE OF STUD UNLESS OTHERWISE NOTED.3. VERIFY ALL SPOT ELEVATIONS WITH CIVIL DRAWINGS.
DNDNDNDNA2.3A2.1D1D1AABBCCDDEE22113344M. BEDROOM201DCLOSET202DCLOSET203DM. BATH204DLAUNDRY206DBEDROOM208DHALL205DCLOSET202CM. BATH204CBEDROOM208CA1A3.1D5A3.2D1A3.1D5A3.1M.BEDROOM201CCL.203CLAUNDRY206CBATHROOM210CM. BEDROOM201BCLOSET202BBEDROOM208BBATHROOM210BLAUNDRY206BCL.203BHALL205BM. BATH204BBEDROOM208ABATHROOM210AM. BATH204AM. BEDROOM201ACLOSET203ACLOSET202AHALL205AHALL205C77' - 0"A4.3D1A4.3D1O.H.A5.2D2202C201C204C210C209C205C203C206C202B201B204B210B209B205B203B206BA4.2D1A4.2D1O.H.19' - 7"18' - 11"18' - 11"19' - 7"12' - 11"11' - 7"8' - 0"2' - 0"38' - 0"2' - 0"42' - 0"40' - 0"42' - 0"2' - 0"38' - 0"2' - 0"7' - 2"7' - 2"19' - 7"18' - 11"18' - 11"19' - 7"77' - 0"CFCFCF*CBBGA5.1B1A5.1B5208A201ALINEN211ACLOSET209ABATHROOM210DCLOSET209D202A203A204A206ALAUNDRY206ACLOSET209BCLOSET209CLINEN211D209A211A210ALINEN211BLINEN102F211C211BA4.5A2A3A4B3A4.5B4A4.5C3C2C1C4A4.5B3A2A3A4O.H.A4.5C1C2C3C4O.H.A4.6C1C2C3C4A4.6D1D2D3D47' - 2"7' - 2"8' - 0"11' - 7"GBBA4.6C1C4C3C2O.H.A4.6D1D4D3D2O.H.A5.2D410' - 9"4' - 0"5' - 1"6' - 6"6' - 8"7' - 0"CL.3' - 0"CL.3' - 0"5' - 1"2' - 2"1' - 8"CL.3' - 0"CL.5' - 0"8' - 6"3' - 10"5' - 1"2' - 2"1' - 8"10' - 8"12' - 0"7' - 0"7' - 3"10' - 8"12' - 0"7' - 0"7' - 3"6' - 7"6' - 7"2' - 10"2' - 10"6' - 8"6' - 8"5' - 9"HRV ABOVE CLOSET INAIR-SEALED BOX ABOVECLG PLANE, ACCESSIBLEFROM CLOSETA5.6D3PENT ROOF ABOVE DECKS -SEE SECTION FOR DETAILS12' - 11"6' - 0"FUNIT - TYPE AUNIT - TYPE BUNIT - TYPE CUNIT - TYPE DCL.3' - 0"2' - 6"2' - 6"3' - 11"6' - 1 1/2"5' - 5 1/2"3' - 6"5' - 9"CL.5' - 0"7' - 0"6' - 8"6' - 6"5' - 1"4' - 0"10' - 2"CL3' - 0"CL3' - 0"208D210D209D211D206D201D202D203DERV CLOSET200CERV CLOSET200B8' - 8"3' - 11"BCCBBEEEBBB2' - 10"2' - 10"2' - 10"2' - 10"3' - 7"5' - 4 1/2"6' - 1 1/2"3' - 11"AREA FOR FUTURE ELEVATORAREA FOR FUTURE ELEVATORAREA FOR FUTURE ELEVATORAREA FOR FUTURE ELEVATOR204DCABINET & COUNTERTOPNEXT TO STACKING W & DF*6' - 0"F*3' - 11"8' - 8"7' - 0"5' - 0"6' - 11"7' - 0"7' - 0"6' - 11"5' - 0"7' - 0"BB3' - 6"10' - 4"c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:08:42 PM1/4" = 1'-0"11/10/20ABBLDG B -SECOND FLOOR PLANA1.210 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"BLDG B - SECOND FLOORA1BUILDING PLAN NOTES: 1. ALL INTERIOR PARTITIONS CONIST OF 2X4 WOOD STUDS, 16" O.C. WITH 1/2" GYPSUM BOARD EACH SIDE, UNLESS NOTED OTHERWISE. SUBSTITUTE TILE BACKER BOARD FOR GYPSUM BOARD WHERE TILE IS SHOWN ON INTERIOR ELEVATIONS.2. ALL DIMENSIONS TO INTERIOR PARTITIONS ARE TAKEN FROM FACE OF STUD UNLESS OTHERWISE NOTED.3. VERIFY ALL SPOT ELEVATIONS WITH CIVIL DRAWINGS.
AB2134BALCONY ABV, TYPFLEX SPACE003A4' - 3 1/2"002A004A005A001A010AD001AA5.1D1O.H.D4A2.411' - 0"10' - 6"18' - 6"40' - 0"12' - 0"5' - 11 1/2"SLOPE1/4/FT11' - 0"5' - 5 1/2"4' - 8"011A012A003A013ACLOSET004AELEC CL.011ACOMMERCIAL SPACE375 SFAABBLIVING ROOM101AKITCHEN102AW.C.105ADINING103A115A104AICHD101AA4.4A1A3B1A4.4D3D4A4.4C3A4.4C3A3A4.2B1SIMA5.1C1O.H.105A106AD4A2.411' - 0"22' - 2"6' - 10"4' - 9"11' - 0"6' - 3"12' - 4"EQEQELEV / CL.104AA5.4B5A2.1D1AABB2134BEDROOM208ABATHROOM210AM. BATH204AM. BEDROOM201ACLOSET203ACLOSET202AHALL205ALAUNDRY206AA4.1A1O.H.O.H.CLOSET209ALINEN211AFDDA5.1B1SIMA4.2D1O.H.A4.5A2A3A4A4.5B4A4.5C3C2C1C44' - 0"6' - 10"22' - 2"7' - 0"6' - 3"EQEQ3' - 2 1/2"206A204A209A208A210A201AG202A203AELEV. / CL.207Ac Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:08:44 PM1/4" = 1'-0"11/10/20ABBLDG A, UNIT TYPE E -WESTUNIT PLANSA1.410 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"BLDG A, UNIT TYPE E - GROUND FLOORD11/4" = 1'-0"BLDG A, UNIT TYPE E - FIRST FLOORD31/4" = 1'-0"BLDG A, UNITY TYPE E - SECOND FLOORD5BUILDING PLAN NOTES: 1. ALL INTERIOR PARTITIONS CONIST OF 2X4 WOOD STUDS, 16" O.C. WITH 1/2" GYPSUM BOARD EACH SIDE, UNLESS NOTED OTHERWISE. SUBSTITUTE TILE BACKER BOARD FOR GYPSUM BOARD WHERE TILE IS SHOWN ON INTERIOR ELEVATIONS.2. ALL DIMENSIONS TO INTERIOR PARTITIONS ARE TAKEN FROM FACE OF STUD UNLESS OTHERWISE NOTED.3. VERIFY ALL SPOT ELEVATIONS WITH CIVIL DRAWINGS.STOREFRONT
AABBCCDDEE221133443 1/8" / 12"5 5/8" / 12"A1A3.1D5A3.2D1A3.1D5A3.1ALUMINUM DOWNSPOUT,BLACK, CONNECTED TOSUB DRAINAGE -SEE CIVILDRAWINGS FOR DETAILS.ALUMINUM GUTTER, BLACKD.S.77' - 0"19' - 7"18' - 11"18' - 11"19' - 7"2' - 0"38' - 0"2' - 0"42' - 0"D.S.D.S.12" / 12"5 5/8" / 12"12" / 12"5 5/8" / 12"5 5/8" / 12"3 1/8" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"D.S.(AT ROOF BELOW)(AT ROOF BELOW)D.S.4' - 0"4' - 0"PROVIDE FIRE CODE GYPSUM PANEL UNDER ROOF SHEATHING -4 FT ON EACH SIDE OF ALL DEMISING WALLS -TYPICAL CONTINUOUS VENTEDRIDGECONTINUOUS VENTEDRIDGEFUTURE PHOTOVOLTAICARRAY AREA -SEE PVSUBCONTRACTORDRAWINGSFUTURE PHOTOVOLTAICARRAY AREA -SEE PVSUBCONTRACTORDRAWINGSFUTURE PHOTOVOLTAICARRAY AREA -SEE PVSUBCONTRACTORDRAWINGSSNOWGUARDSSNOWGUARDSCONTINUOUS VENTEDRIDGECONTINUOUS RIDGED.S.D.S.D.S.D.S.CONTINUOUS VENTEDRIDGE4' - 0"4' - 0"8' - 0"4' - 0"4' - 0"8' - 0"4' - 0"4' - 0"PENT ROOF ABOVE DECKS -SEE SECTION FOR DETAILSPENT ROOF ABOVE GARAGEDOORS & ENTRY -SEESECTION FOR DETAILSTEMPORARY ENTRY ROOF,TO BE REPLACED BY ROOFCONNECTING BUILDINGS INPHASE 2c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:08:45 PM1/4" = 1'-0"11/10/20FVBLDG A & B -ROOF PLANA1.510 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"BLDG B - ROOF PLANA16 2 .0 0 °
2RD FLR EAST21' -9 1/4"1ST FLR EAST11' -5 3/8"GROUND FLR INT1' -0"ABCDEGRND FLR -WEST0"GRND FLR -EAST2' -0"19' - 7"18' - 11"18' - 11"19' - 7"77' - 0"1ST FLR WEST9' -5 3/8"2ND FLR WEST19' -9 1/4"1ST FLR INT10' -5 3/8"2ND FLR INT20' -9 1/4"D5A3.2D1A3.1D5A3.1T.O.W. WEST27' -10 3/8"T.O.W. EAST29' -10 3/8"T.O.W. INT28' -10 3/8"GICCCIC002B002C001C001D001AFIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTSFIBER-CEMENT PANEL W/1x3 BATTEN AT 12" O.C.FIBER-CEMENT CLAPBOARDW/ 5" EXPOSUREALUMINUM GUTTER, BLACK001BGINSULATED STEEL GARAGEDOOR W/ COMPOSITEOVERLAY, SEE DOORSCHEDULE SHEET FORDETAILSALUMINUM DOWNSPOUT,BLACK, CONNECTED TOSUB DRAINAGE -SEE CIVILDRAWINGS FOR DETAILS.CONTINUOUS RIDGE VENTBREAK IN HARDIE CEMENTPANEL W/ Z CLIPGABLE END VENT -SIZE TBD10' - 0"2' - 6"5" REINFORCED CONCRETESTOOPPENT ROOF ABOVE GARAGEDOORS & ENTRY -SEESECTION FOR DETAILS1x POLY-ASH FASCIA BOARDPT'D1x POLY-ASH FASCIA BOARDPT'D5/4 X8 POLY-ASH RABBETEDBELLY BOARD PT'D5/4 X6 POLY-ASH CORNERBOARD PT'DPOLY-ASH TRIM BOARD PT'DPOLY-ASH TRIM BOARD PT'D6X6 WOOD BRACKETPEGOLA STRUCTURE -SEEARCHITECTURAL DETAILSHEET & CIVIL &LANDSCAPE DRAWINGSFOR DETAILSHFH*F*B5A5.41/4" = 1'-0"NORTH ELEVATION (FRONT)D1c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:08:47 PM1/4" = 1'-0"11/10/20ABBLDG A & B -NORTHELEVATIONA2.110 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT19054
2RD FLR EAST21' -9 1/4"1ST FLR EAST11' -5 3/8"GROUND FLR INT1' -0"ABCDEGRND FLR -WEST0"GRND FLR -EAST2' -0"1ST FLR WEST9' -5 3/8"2ND FLR WEST19' -9 1/4"1ST FLR INT10' -5 3/8"2ND FLR INT20' -9 1/4"D5A3.2D1A3.1D5A3.1T.O.W. WEST27' -10 3/8"T.O.W. EAST29' -10 3/8"T.O.W. INT28' -10 3/8"CCCCEFEF*CDFDC010D101D009C101C101B009B010A101A6' COMPOSITE PRIVACYFENCEE*MINI SPLIT ON CONC. PAD -SEE HVAC DWGS FORDETAILSINTERLOCKING CMURETAINING WALL, SEE LA &CIVIL DRAWINGS FORDETAILSDECK -SEE SECTION &STRUCTURAL DRAWINGSFOR DETAILSCONTINUOUS VENTEDRIDGEFIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTS1x POLY-ASH FASCIA BOARDPT'DFIBER-CEMENT PANEL W/1x3 BATTEN AT 12" O.C.1x POLY-ASH FASCIA BOARDPT'DALUMINUM GUTTER, BLACKALUMINUM DOWNSPOUT,BLACK, CONNECTED TOSUB DRAINAGE -SEE CIVILDRAWINGS FOR DETAILS.5/4 X6 POLY-ASH CORNERBOARD PT'DPOLY-ASH TRIM BOARD PT'D5/4 X8 POLY-ASH RABBETEDBELLY BOARD PT'DBREAK IN HARDIE CEMENTPANEL W/ Z CLIP6x6 WOOD POSTGLULAM BEAM -SEESTRUCTURAL DRAWINGSF*c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:08:50 PM1/4" = 1'-0"11/10/20ABBLDG A & B -REAR ELEVATIONA2.210 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"SOUTH ELEVATION (REAR)D1
2RD FLR EAST21' -9 1/4"1ST FLR EAST11' -5 3/8"13GRND FLR -EAST2' -0"A1A3.1BBB009DCCSPRINKLER CLOSETFOR13-R SYSTEM, 2 HOURRATING -SEE FP DRAWINGS& SPECIFICATIONS FORDETAILSSNOWGUARDSALUMINUM GUTTER, BLACKALUMINUM DOWNSPOUT,BLACK, CONNECTED TOSUB DRAINAGE -SEE CIVILDRAWINGS FOR DETAILS.FIBER-CEMENT PANEL W/1x3 BATTEN AT 12" O.C.POLY-ASH TRIM BOARD PT'D5/4 X8 POLY-ASH RABBETEDBELLY BOARD PT'D5/4 X6 POLY-ASH CORNERBOARD PT'DFASCIA MOUNTED CABLERAILINGGLULAM BEAM -SEESTRUCTURAL DRAWINGS6' COMPOSITE PRIVACYFENCEFIBERGLASS INSULATEDDOOR -SEE DOORSELEVATION AND SCHEDULEPEGOLA STRUCTURE -SEEARCHITECTURAL DETAILSHEET & CIVIL &LANDSCAPE DRAWINGSFOR DETAILSFIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE9' - 5 3/8"10' - 3 7/8"19' - 11 3/4"39' - 9"5/4 X10 POLY-ASH MUDBOARD PT'D9' - 0"13GRND FLR -WEST0"1ST FLR WEST9' -5 3/8"2ND FLR WEST19' -9 1/4"A1A3.1CCBBB19' - 11 1/8"10' - 3 7/8"9' - 5 3/8"39' - 8 3/8"CONTINUOUS VENTEDRIDGEFIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTSSNOWGUARDSALUMINUM GUTTER, BLACKALUMINUM DOWNSPOUT,BLACK, CONNECTED TOSUB DRAINAGE -SEE CIVILDRAWINGS FOR DETAILS.POLY-ASH TRIM BOARD PT'D5/4 X8 POLY-ASH RABBETEDBELLY BOARD PT'D5/4 X6 POLY-ASH CORNERBOARD PT'DFASCIA MOUNTED CABLERAILINGFIBERGLASS INSULATEDDOOR -SEE DOORSELEVATION AND SCHEDULE6' COMPOSITE PRIVACYFENCE5/4 X10 POLY-ASH MUDBOARD PT'DFIBER-CEMENT CLAPBOARDW/ 5" EXPOSUREPEGOLA STRUCTURE -SEEARCHITECTURAL DETAILSHEET & CIVIL &LANDSCAPE DRAWINGSFOR DETAILSFIBER-CEMENT PANEL W/1x3 BATTEN AT 12" O.C.2' - 0" MAX1' - 10"1' - 10"3"3"45.00°4X4 CEDAR BRACKET5/12 ASPHALT SHINGLE ROOFSEE STRUCTURAL DRAWINGS FOR DETAIL ON FRAMING MEMBERS AND FASTENERS7 3/4"1X6 BORAL TRIM2 HOUR RATED WALL ASSEMBLYUL DESIGNATION -U301• 2 LAYERS DENS-GLASS, EXTERIOR• 2X6 WALL W/ ROCKWOOL INSULATION• 2 LAYER 5/8 TYPE X GWB ON INTERIOR• REFER TO UL DESIGN FOR ASSEMBLY CEMENT FIBER BOARD CLAPBOARD (NO RAINSCREEN)2 HOUR RATED STEEL INSULATED DOOR W/ AIR SEALING5' - 0 1/2"2' - 4 1/4"SPRINKLER ROOMSEE MECH DRAWINGS FOR EQUIPMENT LAYOUTc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:08:53 PMAs indicated11/10/20ABBLDG A / B -SIDE ELEVATIONSA2.310 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"EAST ELEVATIOND11/4" = 1'-0"WEST (HAWLEY STREET)D31 1/2" = 1'-0"SECTION DETAIL THRU SIDE ENTRY ROOFD51" = 1'-0"PLAN DETAIL - SPRINKLER ROOMD2
AGRND FLR -WEST0"1ST FLR WEST9' -5 3/8"2ND FLR WEST19' -9 1/4"3' - 2"A2.4C1A2.4D1A5.5C11' - 3 1/2"7' - 4 5/8"9 1/4"2' - 9 7/8"7' - 6"9' - 5 3/8"4' - 4"A2.4C2A2.4D24" CONCRETE SLAB ON 10MIL VAPOR BARRIER & 2"RIGID INSULATION -SEESTRUCTURAL DRAWINGSFOR DETAILSREINFORCED CONCRETEFOUNDATION WALL -SEESTRUCTURAL DRAWINGSFOR DETAILSFIBERGLASS INSULATEDDOOR -SEE DOORSELEVATION AND SCHEDULE5/8"GWB PT'D5/8"GWB PT'DSHOP-FABRICATED 14"DEEP WOOD FLOORTRUSSES, SEESTRUCTURAL DRAWINGSFOR DETAILSFIBERGLASS INSULATEDDOOR -SEE DOORSELEVATION AND SCHEDULE5/8"GWB PT'D5/8"GWB PT'DSHOP-FABRICATED 14"DEEP WOOD FLOORTRUSSES, SEESTRUCTURAL DRAWINGSFOR DETAILSSCHEDULED FLOORING -SEE ROOM SCHEDULE FORDETAILSFIBER-CEMENT PANEL W/1x3 BATTEN AT 12" O.C.FIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTSBEADBOARDCOMPOSITE RAILINGBEADBOARD1X POLY-ASH COLUMNWRAP OVER 1/2" FURRING1X POLY-ASH CHAMFEREDCOLUM BASE TRIM5" REINFORCED CONCRETESTOOP5' - 5 1/2"6"1 1/2"4' - 8"AT BACK COLUMNS- H.P.9 1/4"3/4"3/4"6 1/2"3/4"3/4"8"10"EQEQ5" REINFORCED CONCRETESTOOPREINFORCED CONCRETEFOUNDATION WALL -SEESTRUCTURAL DRAWINGSFOR DETAILS6x6 WOOD POST1X POLY-ASH COLUMNWRAP OVER 1/2" FURRING1X POLY-ASH CHAMFEREDCOLUM BASE TRIMAT FRONT COLUMNS - L.P.10 3/4"1 1/2"1ST FLR WEST9' -5 3/8"1' - 3 1/2"COMPOSITE 5X5 RAILINGPOST5/4 X 5 1/2 COMPOSITEDECK2X PT TAPERED SLEEPER -HEIGHT VARIES FROM 1 1/2"TO 2"-WRAPP IN SELFADHERED MEMBRANEED2X4 WOOD BLOCKINGBEADBOARD1X POLY-ASH CHAMFEREDCOLUM TRIM1X POLY-ASH CHAMFEREDCOLUM TRIMCONTINUOUS ALUM.FLASHING WITH DRIPEEDGE5/4 POLY-ASH FRIEZEBOARD TRIM1/2" PLYWOODICE AND WATER SHIELD -PROVIDE COMPLETE DECKSHEATHING COVERAGE-TURN UP AND SEAL UNDERDOOR THRESHOLDSELF ADHERED FLASHINGMEMBRANEROOFING MEMBRANE7 3/4"6"AIR SPACE1X POLY-ASH FRIEZEBOARD ON 1/2" PLYWOODFURRING1X4 WOOD FURRING STRIP5/4 POLY-ASH FRIEZEBOARD TRIM2 1/2"9 1/2"2 1/2"9 1/2"1"2 3/4"POLY-ASH TRIM BOARD PT'D5 1/2"1X WOOD BLOCKINGCUT TO FIT2X10 WOOD BLOCKING3/4"2X8 WOOD BLOCKING5 1/2"3 1/2"AGRND FLR -WEST0"FIBERGLASS INSULATEDDOOR -SEE DOORSELEVATION AND SCHEDULEALUMINUM THRESHOLD SETON BEAD OF EXTERIORGRADE SEALANTSCHEDULED FLOORING -SEE ROOM SCHEDULE FORDETAILS4" CONCRETE SLAB ON 10MIL VAPOR BARRIER & 2"RIGID INSULATION -SEESTRUCTURAL DRAWINGSFOR DETAILSREINFORCED CONCRETEFOUNDATION WALL -SEESTRUCTURAL DRAWINGSFOR DETAILS1/4" 12"13GRND FLR -WEST0"1ST FLR WEST9' -5 3/8"2ND FLR WEST19' -9 1/4"T.O.W. WEST27' -10 3/8"DDDD4A2.4FIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTSALUMINUM GUTTER, BLACKALUMINUM DOWNSPOUT,BLACK, CONNECTED TOSUB DRAINAGE -SEE CIVILDRAWINGS FOR DETAILS.5/4 X8 POLY-ASH RABBETEDBELLY BOARD PT'D5/4 X6 POLY-ASH CORNERBOARD PT'DFASCIA MOUNTED CABLERAILINGGLULAM BEAM -SEESTRUCTURAL DRAWINGS8' COMPOSITE PRIVACYSCREEN6' COMPOSITE PRIVACYFENCEFIBER-CEMENT PANEL W/1x3 BATTEN AT 12" O.C.5/4 X6 POLY-ASH CORNERBOARD PT'DFIBER-CEMENT CLAPBOARDW/ 5" EXPOSUREFIBER-CEMENT PANEL W/1x3 BATTEN AT 12" O.C.TRIPLE GLAZEDFIBERGLASS CLADWINDOWS, SEE WINDOWSCHEDULE FOR DETAILSCONTINUOUS VENTEDRIDGE3' - 1"7' - 6"6' - 8"9"5' - 11"001A115ASTOREFRONTJKA1ST FLR WEST9' -5 3/8"1 1/2"COMPOSITE 5X5 RAILINGPOST5/4 X 5 1/2 COMPOSITEDECK2X PT TAPERED SLEEPER -HEIGHT VARIES FROM 1 1/2"TO 2"-WRAPP IN SELFADHERED MEMBRANEEDROOFING MEMBRANEICE AND WATER SHIELD -PROVIDE COMPLETE DECKSHEATHING COVERAGE-TURN UP AND SEAL UNDERDOOR THRESHOLD3/4" PLYWOOD SHEATHING2X8 PT WOOD LEDGER2X4 WOOD BLOCKINGBEADBOARDPOLY-ASH TRIM BOARD PT'DFIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE1X4 WOOD FURRING STRIPZIP R WALL SHEATHING, R-6DENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-22CERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDER5/8"GWB PT'DSHOP-FABRICATED 14"DEEP WOOD FLOORTRUSSES, SEESTRUCTURAL DRAWINGSFOR DETAILS3/4" PLYWOODSCHEDULED FLOORING -SEE ROOM SCHEDULE FORDETAILSALUMINUM THRESHOLD SETON BEAD OF EXTERIORGRADE SEALANT2X CUT TO FITc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:08:56 PMAs indicated11/10/20FVBUILDING A -HAWLEY STREETELEVATIONA2.410 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/4" = 1'-0"BUILDING A PORCH SECTION DETAILD41 1/2" = 1'-0"BASE OF PORCH COLUMN DETAILD11 1/2" = 1'-0"DECK AT PORCH DETAILC11 1/2" = 1'-0"BUILDING TO PORCH TRANSITION DETAILD21/4" = 1'-0"WEST (BUILDING A)A11 1/2" = 1'-0"BUILDIING TO PORCH TRANSITION DETAILC2
241ST FLR INT10' -5 3/8"2ND FLR INT20' -9 1/4"2ND FLR INT20' -9 1/4"T.O.W. INT28' -10 3/8"A5.7A1A5.6D4A5.5C4DECK -SEE SECTION &STRUCTURAL DRAWINGSFOR DETAILSSHINGLE PENT ROOF W/CEMENT FIBERBOARDPANEL ON UNDERSIDE,SUPPORTED BY BRACKETSAS SHOWN -SEESTRUCTURAL DRAWINGSFOR DETAILS5/8" TYPE X GWB ON CLG6' COMPOSITE PRIVACYFENCEA5.6D4SIMA5.5D2SimROOF ASSEMBLY:-FIBERGLASS REINFORCED ASPHALT SHINGLES.-ROOF FELT-FULL COVERAGE.-ICE AND WATER SHIELD-FULL COVERAGE.-SHOP-FABRICATED WOOD TRUSSES SIZED TO ACCOMMODATE FUTURE SOLAR PANEL INSTALLATION -SEE STRUCTURAL DRAWINGS FOR DETAILS.EXTERIOR WALL ASSEMBLY:-FIBER-CEMENT CLAPBOARD W/ 5" EXPOSURE OR FIBER-CEMENT PANEL W/ BATTEN.-1X FURRING STRIPS.-ZIP R SHEATHING.-2X6 WOOD FRAMING WITH CELLULOSE IN CAVITY.-CERTAINTEED MEMBRAIN.-GYPSUM WALLBOARD, PT'D.4" CONCRETE SLAB ON 10MIL VAPOR BARRIER & 2"RIGID INSULATION -SEESTRUCTURAL DRAWINGSFOR DETAILS9' - 5 3/8"8' - 1 1/8"10' - 3 7/8"9' - 5 3/8"37' - 3 3/4"ZIP R WALL SHEATHING, R-6A3.2A5A5.8D3241ST FLR INT10' -5 3/8"2ND FLR INT20' -9 1/4"T.O.W. INT28' -10 3/8"A5.5A4A5.5D2A5.3D4TYPA5.3D2TYPA5.3A4TYPA5.3B2TYPA5.3C2TYPA5.5A2A5.6D4SIMA5.6D4SIMROOF ASSEMBLY:-FIBERGLASS REINFORCED ASPHALT SHINGLES.-ROOF FELT-FULL COVERAGE.-ICE AND WATER SHIELD-FULL COVERAGE.-SHOP-FABRICATED WOOD TRUSSES SIZED TO ACCOMMODATE FUTURE SOLAR PANEL INSTALLATION -SEE STRUCTURAL DRAWINGS FOR DETAILS.4" CONCRETE SLAB ON 10MIL VAPOR BARRIER & 2"RIGID INSULATION -SEESTRUCTURAL DRAWINGSFOR DETAILS9' - 5 3/8"8' - 1 1/8"10' - 3 7/8"9' - 5 3/8"37' - 3 3/4"WALL ASSEMBLIES DIFFER W/ REQUIREMENTS ON SHEAR STRENGTH -SEE STRUCTURAL DRAWINGS AND A5.3 & 5.42RD FLR EAST21' -9 1/4"1ST FLR EAST11' -5 3/8"ABCDEGRND FLR -WEST0"GRND FLR -EAST2' -0"1ST FLR WEST9' -5 3/8"2ND FLR WEST19' -9 1/4"T.O.W. WEST27' -10 3/8"T.O.W. EAST29' -10 3/8"A5.3D1A5.5D4A5.2C1A5.2C4A5.2B4A5.2C2A5.2B2A5.2B12" RIGID EPS INSULATIONUNDER SLAB4" CONCRETE SLAB ON 10MIL VAPOR BARRIER & 2"RIGID INSULATION -SEESTRUCTURAL DRAWINGSFOR DETAILS2-HOUR RATEDSEPERATION WALL,CONTINUOUS FROM FNDWALL TO UNDERSIDE OFROOF SHEATHING. SEEDETAIL SHEET FOR INFO.REINFORCED CONCRETEFOUNDATION WALL -SEESTRUCTURAL DRAWINGSFOR DETAILSOVER-FRAMING BETWEENTRUSSES, SEESTRUCTURAL DRAWINGSFOR DETAILSCONTINUOUS RIDGE VENTSOFFIT VENTA5.6D4SIMROOF ASSEMBLY:-FIBERGLASS REINFORCED ASPHALT SHINGLES.-ROOF FELT-FULL COVERAGE.-ICE AND WATER SHIELD-FULL COVERAGE.-SHOP-FABRICATED WOOD TRUSSES SIZED TO ACCOMMODATE FUTURE SOLAR PANEL INSTALLATION -SEE STRUCTURAL DRAWINGS FOR DETAILS.EXTERIOR WALL ASSEMBLY:-FIBER-CEMENT CLAPBOARD W/ 5" EXPOSURE OR FIBER-CEMENT PANEL W/ BATTEN.-1X FURRING STRIPS.-ZIP R SHEATHING.-2X6 WOOD FRAMING WITH CELLULOSE IN CAVITY.-CERTAINTEED MEMBRAIN.-GYPSUM WALLBOARD, PT'D.A5.2B2SimA5.2B2SimA5.5D4SimA5.2C4Sim11' - 10 5/8"8' - 1 1/8"10' - 3 7/8"9' - 5 3/8"39' - 9"11' - 10 5/8"8' - 1 1/8"10' - 3 7/8"9' - 5 3/8"39' - 9"BCONTINUOUS VENTEDRIDGEPROVIDE FIRE CODE GYPSUM PANEL UNDER ROOF SHEATHING -4 FT ON EACH SIDE OF ALL DEMISING WALLS -TYPICAL c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:08:58 PM3/16" = 1'-0"11/10/20FVBLDG B -BUILDING SECTIONSA3.110 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/16" = 1'-0"CROSS SECTION - INTERIOR UNIT @ HIGH ROOFD13/16" = 1'-0"CROSS SECTION - INTERIOR UNIT @ LOW ROOFD53/16" = 1'-0"LONGITUDINAL SECTION - BLDG BA1
2RD FLR EAST21' -9 1/4"13GRND FLR -EAST2' -0"T.O.W. EAST29' -10 3/8"A5.5C2A5.5C2SimSHOP-FABRICATED WOODTRUSSES SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILSFIBER-CEMENT PANEL W/1x3 BATTEN AT 12" O.C.TRIPLE GLAZEDFIBERGLASS CLADWINDOWS, SEE WINDOWSCHEDULE FOR DETAILSFASCIA MOUNTED CABLERAILINGGLULAM BEAM -SEESTRUCTURAL DRAWINGS6' COMPOSITE PRIVACYFENCE4" CONCRETE SLAB ON 10MIL VAPOR BARRIER & 2"RIGID INSULATION -SEESTRUCTURAL DRAWINGSFOR DETAILS2" RIGID EPS INSULATIONUNDER SLABREINFORCED CONCRETEFOUNDATION WALL -SEESTRUCTURAL DRAWINGSFOR DETAILSINSULATED STEEL GARAGEDOOR W/ COMPOSITEOVERLAY, SEE DOORSCHEDULE SHEET FORDETAILSTRIPLE GLAZEDFIBERGLASS CLADWINDOWS, SEE WINDOWSCHEDULE FOR DETAILS8' - 1 1/8"11' - 10 5/8"39' - 9"CONTINUOUS VENTEDRIDGEWALL ASSEMBLIES DIFFER W/ REQUIREMENTS ON SHEAR STRENGTH -SEE STRUCTURAL DRAWINGS AND A5.3 & 5.48"4"2"6"4 1/2"2"4"10"1' - 2"2 1/8"ZIP R WALL SHEATHING, R-6ZIP R WALL SHEATHING, R-65/8"GWB PT'D5/8"GWB PT'D2" THERMAL BREAKGARAGE SLABCONTINUOUS BEAD OF SEALANTc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:08:59 PMAs indicated11/10/20FVBLDG B -BUILDING SECTIONS(CONT)A3.210 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/16" = 1'-0"CROSS SECTION - END UNITD51 1/2" = 1'-0"SECTION DETAIL @ GARAGE WALLA5
A4.1C2D4D2C45' - 0"3' - 10" +/-EKITCHEN103BRANGE30"3' - 8"10' - 0"18"3' - 6"2' - 0"2' - 9"1' - 0 1/2"24"REFRIG3' - 0"2' - 6"1' - 3"PANTRY CAB3' - 0"18"ON WINDOWSINK CENTERED5' - 0"15"36"DW24"30"27 1/2"11' - 2"10' - 0"17' - 4"4' - 1"101B2' - 1"ALIGN1' - 5"11' - 5"A5.4B5A4.1A3A4.1B4A5NOTE: UNIT TYPE D IS OPPOSITE HAND OF VIEW SHOWN HEREA4.1B3A4.1B5CLEAR48"25"25"CLEAR50 1/2"13"24"30"36"24"42"12"36"24"24"30"24"24"36"GYPSUM BOARD SOFFIT ALIGNED WITH WING WALLSPWT-3 BACKSPLASHPANTRY CAB5' - 0 3/4"RANGE30"3' - 6"1' - 6"3' - 0"8' - 0"CAB & HOOD30"1 1/4" FILLER PANEL16' - 10"24"24"FILLERSIDE PANEL24"24"36"SIDE PANEL24"24"36"REFRIG.36"38"SINK2' - 6"1' - 0"3' - 0"DW2' - 0"2' - 0"STEEL SUPPORT ANGLECONTINUOUS BACK PANEL TO MATCH CABINET FINISHBASE TO MATCH CABINETSTWO HEIGHT COUNTERTOP15"SINK36"DW24"30"36"18"42"SOFFIT96"SOFFIT96"24"FILLER24"RANGE30"24"18"CAB & HOOD30"18"24"3 1/2"18"18"2' - 9"SOFFIT36"24"36"3' - 10"SOFFIT42"18"36"25"24" DEEP3' - 0"3/4"12" DEEP2' - 6"PWT-3 BACKSPLASH1' - 3"3' - 0"FILLER37"30"15"36"FILLERFILLER36"24"36"72"24"ALIGN FACE WITH BACK OF ADJACENT WALL TO PROVIDE CONSISTENT COUNTERTOP OVERHANG24"60"36"c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:08:59 PM3/8" = 1'-0"11/10/20ABENLARGED KITCHEN PLANS &ELEVATIONSA4.110 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/8" = 1'-0"UNIT TYPE B & C KITCHEND13/8" = 1'-0"UNIT TYPE A, D, & E KITCHENA13/8" = 1'-0"A, D, & E KITCHEN - EASTA33/8" = 1'-0"A, D, & E KITCHEN - WEST AT ISLANDA53/8" = 1'-0"A, D, & E KITCHEN - EAST AT ISLANDB43/8" = 1'-0"B & C KITCHEN - SOUTHC23/8" = 1'-0"B & C KITCHEN - WESTC43/8" = 1'-0"B & C KITCHEN - NORTHD23/8" = 1'-0"B & C KITCHEN - EASTD43/8" = 1'-0"B & C KITCHEN - SOUTH AT PENISSULAD53/8" = 1'-0"A, D & E KITCHEN - NORTHB33/8" = 1'-0"A, D, & E KITCHEN - SOUTHB5PWT-3 BACKSPLASHINTERIOR ELEVATION NOTES:• SEE SHEET A4.5 DETAIL D5 FOR TYPICAL INTERIOR TRIM DETAILS.• PROVIDE POLE AND SHOWER CURTAIN FOR ALL TUB/SHOWER UNITS & NECCESSARY BLOCKING.
NOTE: UNIT TYPE D IS OPPOSITE HAND OF VIEW SHOWN HEREA4.2C3C4C5C2A4.2D3D4D5D2A4.5A3B3204A211A209A210A208AVERIFY W/ MANUF.5' - 1"6' - 2 1/2"VANITY3' - 0"EQEQCLOSET209ABATHROOM210AM. BATH204A2' - 6"4' - 8"5' - 1"9' - 9"9' - 4 1/2"1' - 0"5' - 0"2' - 10"2' - 1"4' - 6"2' - 2"2' - 0"11"1' - 4"4' - 0"1' - 10"3' - 11"9' - 9"36" x 60" PRE-FORMEDSHOWER PANNOTE: UNIT TYPE D IS OPPOSITE HAND OF VIEW SHOWN HEREA4.2B2B3B4B53' - 4 1/2"5' - 1"1' - 3"3' - 7"1' - 4 1/2"4' - 10"VANITY2' - 1"CLOSET106A8' - 5 1/2"106AMIRROR1' - 8"1' - 6 1/2"4' - 0"3' - 1 1/2"12" HAND TOWEL BARWOOD 1X BASEBOARD3' - 4"4' - 0"2' -0" X 3' -0" RECESSEDMEDICINE CABINET.COORDINATE ROUGHOPENING WITH PRODUCTSPECIFICATIONS.WOOD 1X BASEBOARD32"TOILET TISSUE DISPENSERWOOD 1X BASEBOARD3' - 4"1' - 6"WOOD 1X BASEBOARDGLASS SHOWER DOOR &SIDE PANEL3' - 4"2' - 7"4"3' - 0"2' -0" X 3' -0" RECESSEDMEDICINE CABINET.COORDINATE ROUGHOPENING WITH PRODUCTSPECIFICATIONS.204A36" x 60" PRE-FORMEDSHOWER PANGLASS SHOWER DOOR &SIDE PANEL24" TOWEL BARWOOD 1X BASEBOARD60" x 30" BATHTUB W/INTEGRAL WALL SURROUNDDOUBLE ROBE HOOK60" x 30" BATHTUB W/INTEGRAL WALL SURROUND21" DEEP VANITY WITHBACK AND SIDESPLASHESWOOD 1X BASEBOARD60" x 30" BATHTUB W/INTEGRAL WALL SURROUNDTOILET TISSUE DISPENSER3' - 0"2' -0" X 3' -0" RECESSEDMEDICINE CABINET.COORDINATE ROUGHOPENING WITH PRODUCTSPECIFICATIONS.4' - 0"11"WOOD 1X BASEBOARDTOILET TISSUE DISPENSER12" HAND TOWEL BARc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:09:00 PM3/8" = 1'-0"11/10/20ABENLARGED BATHROOM PLANS& ELEVATIONS UNIT TYPES A,D, & EA4.210 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/8" = 1'-0"UNIT TYPES A, D, & E SECOND FLOOR BATHSD13/8" = 1'-0"UNIT TYPES A, D, & E FIRST FLOOR BATHB13/8" = 1'-0"UNIT TYPES A, D & E BATH FIRST FLOOR - NORTHB33/8" = 1'-0"UNIT TYPES A, D & E BATH FIRST FLOOR - EASTB43/8" = 1'-0"UNIT TYPES A, D & E BATH FIRST FLOOR - SOUTHB53/8" = 1'-0"UNIT TYPES A, D & E BATH FIRST FLOOR - WESTB23/8" = 1'-0"UNIT TYPES A, D & E BATH 2ND FLR MASTER- EASTC43/8" = 1'-0"UNIT TYPES A, D & E BATH 2ND FLR MASTER- SOUTHC53/8" = 1'-0"UNIT TYPES A, D & E BATH 2ND FLR MASTER- WESTC23/8" = 1'-0"UNIT TYPES A, D & E BATH 2ND FLR MASTER- NORTHC33/8" = 1'-0"UNIT TYPES A, D, & E BATH SECOND FLOOR - WESTD23/8" = 1'-0"UNIT TYPES A, D, & E BATH SECOND FLOOR - NORTHD33/8" = 1'-0"UNIT TYPES A, D, & E BATH SECOND FLOOR - EASTD43/8" = 1'-0"UNIT TYPES A, D, & E BATH SECOND FLOOR - SOUTHD5INTERIOR ELEVATION NOTES:• SEE SHEET A4.5 DETAIL D5 FOR TYPICAL INTERIOR TRIM DETAILS.• PROVIDE POLE AND SHOWER CURTAIN FOR ALL TUB/SHOWER UNITS & NECCESSARY BLOCKING.
A4.3B5B2B3B4NOTE: UNIT TYPE C IS OPPOSITE HAND OF VIEW SHOWN HERE3' - 1"EQEQ2' - 0"3' - 0"2' -0" X 3' -0" RECESSEDMEDICINE CABINET.COORDINATE ROUGHOPENING WITH PRODUCTSPECIFICATIONS.PWT-221" DEEP VANITY WITHBACK AND SIDESPLASHESFILLER PANELFILLER PANEL2' - 9"WOOD 1X BASEBOARD1' - 6"0"3' - 0"TOILET TISSUE DISPENSERWOOD 1X BASEBOARDWOOD 1X BASEBOARDA4.3C4A4.3D4D3D2D5C3C2C5NOTE: UNIT TYPE C IS OPPOSITE HAND OF VIEW SHOWN HERE6' - 6 1/2"3' - 0 1/2"4' - 2 1/8"5' - 1"3' - 6"4' - 0 1/2"204B206B210B205BEQEQ4' - 0"12" HAND TOWEL BARTOILET TISSUE DISPENSERWOOD 1X BASEBOARD8"2' - 7"3' - 0"60" x 30" BATHTUB W/INTEGRAL WALL SURROUNDWOOD 1X BASEBOARDTOILET TISSUE DISPENSER2' -0" X 3' -0" RECESSEDMEDICINE CABINET.COORDINATE ROUGHOPENING WITH PRODUCTSPECIFICATIONS.21" DEEP VANITY WITHBACK AND SIDESPLASHES60" x 30" BATHTUB W/INTEGRAL WALL SURROUND12" HAND TOWEL BARWOOD 1X BASEBOARD36" x 60" PRE-FORMEDSHOWER PAN5' - 0"DOUBLE ROBE HOOK1' - 5"WOOD 1X BASEBOARDGLASS SHOWER DOOR &SIDE PANELEQEQ10"1' - 0"4' - 0"12" HAND TOWEL BAR24" DOUBLE TOWEL BAR2' -0" X 3' -0" RECESSEDMEDICINE CABINET.COORDINATE ROUGHOPENING WITH PRODUCTSPECIFICATIONS.3' - 3"21" DEEP VANITY WITHBACK AND SIDESPLASHES1' - 0"4' - 0"DOUBLE ROBE HOOK24" TOWEL BARWOOD 1X BASEBOARD60" x 30" BATHTUB W/INTEGRAL WALL SURROUNDc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:09:02 PM3/8" = 1'-0"11/10/20ABENLARGED BATHROOM PLANS& ELEVATIONS UNITS TYPES B& CA4.310 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/8" = 1'-0"UNIT TYPES B & D FIRST FLOOR BATHB13/8" = 1'-0"UNIT TYPES B & C BATH FIRST FLOOR - WESTB23/8" = 1'-0"UNIT TYPES B & C BATH FIRST FLOOR - NORTHB33/8" = 1'-0"UNIT TYPES B & C BATH FIRST FLOOR - EASTB43/8" = 1'-0"UNIT TYPES B & C BATH FIRST FLOOR - SOUTHB53/8" = 1'-0"UNIT TYPE B & D SECOND FLOOR BATHSD13/8" = 1'-0"UNIT TYPES B & C BATH SECOND FLOOR - SOUTHD53/8" = 1'-0"UNIT TYPES B & C BATH SECOND FLOOR - WESTD23/8" = 1'-0"UNIT TYPES B & C BATH SECOND FLOOR - NORTHD33/8" = 1'-0"UNIT TYPES B & C BATH SECOND FLOOR MASTER - EASTC43/8" = 1'-0"UNIT TYPES B & C BATH SECOND FLOOR MASTER - SOUTHC53/8" = 1'-0"UNIT TYPES B & C BATH SECOND FLOOR MASTER - WESTC23/8" = 1'-0"UNIT TYPES B & C BATH SECOND FLOOR MASTER - NORTHC33/8" = 1'-0"UNIT TYPES B & C BATH SECOND FLOOR - EASTD4INTERIOR ELEVATION NOTES:• SEE SHEET A4.5 DETAIL D5 FOR TYPICAL INTERIOR TRIM DETAILS.• PROVIDE POLE AND SHOWER CURTAIN FOR ALL TUB/SHOWER UNITS & NECCESSARY BLOCKING.
A4.1A3A4.1B5A4.1B31ST FLR INT10' -5 3/8"1A5.14"1"3 1/2"1"10"PAINTED 1x12 SKIRT BOARD4x4 HARDWOOD POSTANCHOR POST TO WALL FRAMING5/4x5/4 PAINTED HARDWOOD BALLUSTERSCHAMFER TOP OF POST1/4" DADO GRASPABLE WOOD HANDRAIL T.B.D.c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:09:02 PMAs indicated11/10/20ABINTERIOR ELEVATIONS UNITTYPES A, D, & E FIRST FLOORA4.410 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/8" = 1'-0"UNIT TYPES A, D & E FIRST FLOOR - EASTA33/8" = 1'-0"UNIT TYPES A, D & E LIVING ROOM - SOUTHB13/8" = 1'-0"UNIT TYPES A & D FIRST FLOOR - WESTB33/8" = 1'-0"UNIT TYPES A, D & E LIVING ROOM - NORTHA13/8" = 1'-0"UNIT TYPES A, D & E DINING ROOM - SOUTHD33/8" = 1'-0"UNIT TYPES A, D & E DINING ROOM - NORTHD43/8" = 1'-0"UNIT TYPE E FIRST FLOOR - WESTC31 1/2" = 1'-0"DETAIL ELEVATION AT NEWELL POSTD1INTERIOR ELEVATION NOTES:• SEE SHEET A4.5 DETAIL D5 FOR TYPICAL INTERIOR TRIM DETAILS.• PROVIDE POLE AND SHOWER CURTAIN FOR ALL TUB/SHOWER UNITS & NECCESSARY BLOCKING.
202A203A204A201A208A209A210A5/4 X 6 HEAD CASING1 X 4 JAMB CASING5/4 STOOL1X4 APRON1X6 BASEBOARDc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:09:03 PMAs indicated11/10/20ABINTERIOR ELEVATIONS UNITTYPES A, D, & E SECONDFLOORA4.510 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/8" = 1'-0"UNIT TYPES A, D & E MASTER BEDROOM - EASTA33/8" = 1'-0"UNIT TYPES A, D & E MASTER BEDROOM - SOUTHA43/8" = 1'-0"UNIT TYPES A & D MASTER BEDROOM - WESTB33/8" = 1'-0"UNIT TYPES A, D & E MASTER BEDROOM - NORTHA23/8" = 1'-0"UNIT TYPE E MASTER BEDROOM - WESTB43/8" = 1'-0"UNIT TYPES A, D & E BEDROOM - WESTC43/8" = 1'-0"UNIT TYPES A, D & E BEDROOM - NORTHC13/8" = 1'-0"UNIT TYPES A, D & E BEDROOM - EASTC23/8" = 1'-0"UNIT TYPES A, D & E BEDROOM - SOUTHC3INTERIOR ELEVATION NOTES:• SEE SHEET A4.5 DETAIL D5 FOR TYPICAL INTERIOR TRIM DETAILS.• PROVIDE POLE AND SHOWER CURTAIN FOR ALL TUB/SHOWER UNITS & NECCESSARY BLOCKING.1/2" = 1'-0"ELEVATION - TYPICAL INTERIOR TRIMD5
A4.1D4A5.11104BA4.1C4A5.11203B201B204B202B209B210B205Bc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:09:04 PM3/8" = 1'-0"11/10/20ABINTERIOR ELEVATIONS UNITTYPES B & C FIRST ANDSECOND FLOORSA4.610 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/8" = 1'-0"UNIT TYPES B & C FIRST FLOOR - EASTA33/8" = 1'-0"UNIT TYPES B & C LIVING ROOM - SOUTHB13/8" = 1'-0"UNIT TYPES B & C FIRST FLOOR - WESTB23/8" = 1'-0"UNIT TYPES B & C LIVING ROOM - NORTHA13/8" = 1'-0"UNIT TYPES B & C DINING ROOM - NORTHB53/8" = 1'-0"UNIT TYPES B & C MASTER BEDROOM ROOM - EASTC23/8" = 1'-0"UNIT TYPES B & C MASTER BEDROOM ROOM - SOUTHC33/8" = 1'-0"UNIT TYPES B & C MASTER BEDROOM ROOM - WESTC43/8" = 1'-0"UNIT TYPES B & C MASTER BEDROOM ROOM - NORTHC13/8" = 1'-0"UNIT TYPES B & C BEDROOM ROOM - EASTD23/8" = 1'-0"UNIT TYPES B & C BEDROOM ROOM - SOUTHD33/8" = 1'-0"UNIT TYPES B & C BEDROOM ROOM - WESTD43/8" = 1'-0"UNIT TYPES B & C BEDROOM ROOM - NORTHD1
UPUPUPUPDNDNDNDNFLEX SPACE006BGARAGE001BENTRY002BHALL003BFLEX SPACE003AGARAGE001A009B004B005B004A009A005A002A002B010A001A001B006B007B008BHALL002ACLOSET004ACL.005ACLOSET005B012A010B010C011BELEC CL.011AELEVATOR ELEC CONTROLCLOSET -VERIFY SIZE WITHMANUFACTURER'SREQUIREMENTS003A007ABATHROOM006ANEW VERTICAL LIFT -SEEDETAIL SHEET ANDSTRUCTURAL DRAWINGSFOR DETAILSELEV. CL.011BBATHROOM008B013A012BLIVING ROOM101BKITCHEN103BDINING102BLIVING ROOM101AKITCHEN102AW.C.105ADINING103AW.C.105B101B105B104B104A101A105A106ANEW VERTICAL LIFT -SEEDETAIL SHEET ANDSTRUCTURAL DRAWINGSFOR DETAILSELEV / CL.104AELEV. / CL.104BA5.4B5M. BEDROOM201BCLOSET202BBEDROOM208BBATHROOM210BLAUNDRY206BCL.203BHALL205BM. BATH204BBEDROOM208ABATHROOM210AM. BATH204AM. BEDROOM201ACLOSET203ACLOSET202AHALL205A203C202B201B204B210B209B205B203B206B207A208B208A201ALINEN211ACLOSET209A202A203A204A206ALAUNDRY206ACLOSET209B209A211A210ALINEN211B211BNEW VERTICAL LIFT -SEEDETAIL SHEET ANDSTRUCTURAL DRAWINGSFOR DETAILSERV CLOSET200BELEV. / CL.207AELEV.207BWOOD 1X BASEBOARD32" X 32" PRE-FORMEDSHOWER PAN W/ INTEGRALSURROUND008B1' - 6"5' - 0"TOILET TISSUE DISPENSERDOUBLE ROBE HOOKWOOD 1X BASEBOARD32" X 32" PRE-FORMEDSHOWER PAN W/ INTEGRALSURROUND3' - 3"4' - 0"24" TOWEL BAR2' -0" X 3' -0" RECESSEDMEDICINE CABINET.COORDINATE ROUGHOPENING WITH PRODUCTSPECIFICATIONS.WOOD 1X BASEBOARDWOOD 1X BASEBOARDA4.7C4C3C2C5NOTE: UNIT TYPE C IS OPPOSITE HAND OF VIEW SHOWN HERE2' - 8"7' - 0"EQEQ32" X 32" PRE-FORMEDSHOWER PAN W/ INTEGRALSURROUND2' - 0"008B007BCLEAR2' - 8"3' - 5"2' - 1"CLOSET007BBATHROOM008BA4.7D4D2D3D5NOTE: UNIT TYPE D IS OPPOSITE HAND OF VIEW SHOWN HEREVANITY2' - 1"CL.3' - 0"8' - 8 1/2"012A006A6' - 5 1/2"3' - 4"36" X 36" PRE-FORMEDSHOWER PAN W/ INTEGRALSURROUND2' - 7 1/2"BATHROOM006A3' - 0"TOILET TISSUE DISPENSER6"1' - 6"36" X 36" PRE-FORMEDSHOWER PAN W/ INTEGRALSURROUND2' -0" X 3' -0" RECESSEDMEDICINE CABINET.COORDINATE ROUGHOPENING WITH PRODUCTSPECIFICATIONS.36" X 36" PRE-FORMEDSHOWER PAN W/ INTEGRALSURROUND36" X 36" PRE-FORMEDSHOWER PAN W/ INTEGRALSURROUND006AKUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comADBC1234512345ADBCc Kuhn Riddle Architects, Inc.This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:11/9/2020 8:09:08 PMAs indicated11/10/20AuthorUPGRADE PLANS &ELEVATIONSA4.710 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/16" = 1'-0"BLDG B - GROUND FLOOR - UPGRADESA13/16" = 1'-0"BLDG B - FIRST FLOOR - UPGRADESA33/16" = 1'-0"BLDG B - SECOND FLOOR - UPGRADESA53/8" = 1'-0"UNIT TYPES B & C BATH GROUND FLOOR - NORTHC33/8" = 1'-0"UNIT TYPES B & C BATH GROUND FLOOR - WESTC23/8" = 1'-0"UNIT TYPES B & C BATH GROUND FLOOR - EASTC43/8" = 1'-0"UNIT TYPES B & C BATH GROUND FLOOR - SOUTHC53/8" = 1'-0"UNIT TYPES B & C GROUND FLOOR BATHC13/8" = 1'-0"UNIT TYPES A, D, & E GROUND FLOOR BATHD13/8" = 1'-0"UNIT TYPES A, D & E BATH GROUND FLOOR - EASTD23/8" = 1'-0"UNIT TYPES A, D & E BATH GROUND FLOOR - NORTHD33/8" = 1'-0"UNIT TYPES A, D & E BATH GROUND FLOOR - SOUTHD43/8" = 1'-0"UNIT TYPES A, D & E BATH GROUND FLOOR - WESTD5
UPDN7654321151413121110DN1615141312111098765432DN16 15 1413121110987654UP7654321UP8765432187654321DNUP1514131211109A4.1A4.1D5D4C3A5.1D3A5.1A3A5.13 1/2"4' - 8"5 1/2"3' - 1"3' - 1"3 1/2"4' - 8"3 1/2"3' - 1"1A5.13' - 5"OPEN BALLUSTRADEB2A5.1D2A5.1ALIGN ELEVATOR WALLS WITH GROUND FLOOR ELEVATOR WALLS. SEE D1/A5.1 FOR DIMENSIONS.6' - 5 1/2"3 1/2"ALIGN HALF-WALL w/ BEDROOM WALL3' - 1"C3A5.1D3A5.1A3A5.13 1/2"4' - 8"5 1/2"3' - 1"3' - 1"3 1/2"4' - 8"3 1/2"3' - 1"WOOD HANDRAIL AT OUTSIDE EDGE OF STAIR RUN -TYPICAL AT ALL STAIR RUNSB2A5.1D2A5.13' - 1"3 1/2"3' - 1"6' - 5 1/2"3' - 11"3' - 1"C3A5.1D3A5.15 1/2"4' - 8 1/2"3 1/2"3' - 1"3 1/2"4' - 7 1/2"5 1/2"3' - 1"1' - 0"B2A5.1D2A5.1ALIGN ELEVATOR WALLS WITH GROUND FLOOR ELEVATOR WALLS. SEE D1/A5.1 FOR DIMENSIONS.3' - 1"3' - 1"3' - 1"3 1/2"6' - 5"3' - 1"3' - 1 1/2"OPEN BALLUSTRADE3' - 0"R.O.9' - 2"R.O.9' - 2"7 RISERS4' - 5 3/32" V.I.F.8 RISERS5' - 1 15/16" V.I.F.16 RISERS TOTAL10' - 3 7/8" V.I.F.15 RISERS TOTAL9' - 5 3/8" V.I.F.3' - 0"A5.12MIN. CLEAR6' - 8"MIN. CLEAR6' - 8"11 7/8"WOOD HANDRAIL -EXTEND (1) TREAD DEPTH BEYOND 1st RISER1x12 SKIRT BOARD, TYP.FURR-OUT FACE OF BEAM TO ALLIGN WITH FACE OF WALL FRAMING ABOVE11 7/8"ROUGH4' - 0"A4.4D1SimR.O.9' - 2"3' - 0"3' - 0"R.O.9' - 2"R.O.9' - 2"8 RISERS5' - 0 21/32" V.I.F.8 RISERS5' - 1 15/16" V.I.F.10' - 3 7/8"15 RISERS TOTAL9' - 5 3/4" V.I.F.MIN. CLEAR6' - 8"ROUGH3' - 4" V.I.F.ROUGH3' - 4" V.I.F.11 7/8"11 7/8"SEE STRUCTURAL DRAWINGS FOR LANDING FRAMINGSEE STRUCTURAL DRAWINGS FOR LANDING FRAMING1x12 SKIRT BOARD, TYP.6 RISERS3' - 10 15/32" V.I.F.7 RISERS4' - 5 3/32" V.I.F.CLEAR MIN.6' - 8"ROUGH3' - 8"3' - 4"ROUGH3' - 4"8' - 1"8' - 5 3/4"11 7/8"11 7/8"1ST FLR INT10' -5 3/8"2ND FLR INT20' -9 1/4"R.O.8' - 6"R.O.6' - 7"8 RISERS5' - 0 11/16" V.I.F.A5.1A57 RISERS4' - 6 7/32" V.I.F.1A5.1TYP.3' - 0"WOOD HANDRAIL -EXTEND (1) TREAD DEPTH BEYOND 1st RISERSKIRT FROM 1x12-TYP.CLEAR MIN.6' - 8"CLEAR MIN.6' - 8"A4.4D13' - 2 1/2"11 7/8"SEE STRUCTURAL DRAWINGS FOR LANDING FRAMINGSEE STRUCTURAL DRAWINGS FOR LANDING FRAMING11 7/8"3' - 2 1/2"R.O.5' - 5"3 RISERS1' - 11 7/32"ROUGH3' - 9"1"10"WOOD RISER-TYP.WOOD TREAD-TYP.L.V.L. STRINGER -TYP.SEE STRUCTURAL DRAWINGSSKIRT TRIM FROM 1x12 BEYONDPAINTED CAP FROM 5/4x6 POPLAR w/ 1/4" RABBETS @ BOTTOM.DRYWALL CORNER BEAD2x4 RAKING KNEE-WALL. SET T.O. KNEE-WALL FRAMING FLUSH w/ T.O. SKIRT BOARDPAINTED SKIRT BOARD FROM 1x12 POPLAR1/2" GYPSUM WALL BOARDWOOD STAIR TREADL.V.L. STRINGER -SEE STRUCTURAL DRAWINGS1" SQUARE, PAINTED WOOD BALLUSTERSWOOD RAILING T.B.D. EQEQ1"PAINTED CAP FROM 5/4 POPLAR w/ 1/4" RABBETS AT BOTTOM CORNERSDRYWALL CORNER BEAD1/2" GYPSUM WALL BOARD2x WALL FRAMINGc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:09:09 PMAs indicated11/10/20BHDETAILS -STAIRSA5.110 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/8" = 1'-0"FIRST FLOOR UNIT TYPES B & C STAIRC53/8" = 1'-0"SECOND FLOOR UNIT TYPES A, D, & E STAIRB13/8" = 1'-0"SECOND FLOOR UNIT TYPES B & C STAIRB53/8" = 1'-0"GROUND FLOOR UNIT TYPES A, D, & E STAIRD13/8" = 1'-0"GROUND FLOOR UNIT TYPES B & C STAIRD53/8" = 1'-0"FIRST FLOOR UNIT TYPES A, D, & E STAIRC13/8" = 1'-0"UNIT TYPES A, D, & E STAIR - 1st RUNB23/8" = 1'-0"UNIT TYPES A, D, & E STAIR - 2nd RUND23/8" = 1'-0"UNIT TYPES B & C STAIR - NORTH/SOUTH RUND33/8" = 1'-0"UNIT TYPES B & C STAIR - EAST/WEST RUNC33/8" = 1'-0"SECOND FLOOR RISERS - UNIT TYPE "b" & "b*" STAIRA31 1/2" = 1'-0"DETAIL AT STAIR TREAD/RISERA51 1/2" = 1'-0"DETAIL AT OPEN STAIR RAIL13" = 1'-0"DETAIL SECTION AT HALF-WALL CAP2
D342' - 0"1' - 0"1" GYPSUM LINER PANEL1" GYPSUM LINER PANEL2" H STUD AT 24" O.C.2x4 WOOD STUDS AT 12"O.C.AT GROUND FLOORONLY-16" O.C. ALL LEVELSABOVEAIR SPACE3" MINERAL WOOL BATTS2X6 WOOD STUDS AT 16"O.C.DENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-22ZIP R WALL SHEATHING, R-6FIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE1X4 WOOD FURRING STRIP7"7"5/4 X6 POLY-ASH CORNERBOARD PT'D3" MINERAL WOOL BATTS5 1/2"5 1/2"1X4 WOOD FURRING STRIPZIP R WALL SHEATHING, R-6FIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE ORFIBER-CEMENT PANEL W/BATTEN AS INDICATED ONEXTERIOR ELEVATIONS5 1/2"5/4 X6 POLY-ASH CORNERBOARD PT'DC47"2x4 WOOD STUDS AT 12"O.C.AT GROUND FLOORONLY-16" O.C. ALL LEVELSABOVE3" MINERAL WOOL BATTS5/8"GWB PT'D2X6 WOOD STUDS AT 16"O.C.CERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDERDENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-22ZIP R WALL SHEATHING, R-62" RUNNER CHANNEL2" H STUD AT 24" O.C.1" GYPSUM LINER PANEL1" GYPSUM LINER PANELFIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE1X4 WOOD FURRING STRIP2x4 WOOD STUDS AT 12"O.C.AT GROUND FLOORONLY-16" O.C. ALL LEVELSABOVEAIR SPACEAIR SPACE6"6"1' - 0"GROUND FLR INT1' -0"DGRND FLR -EAST2' -0"REINFORCED CONCRETEFOUNDATION WALL -SEESTRUCTURAL DRAWINGSFOR DETAILS4" CONCRETE SLAB ON 10MIL VAPOR BARRIER & 2"RIGID INSULATION -SEESTRUCTURAL DRAWINGSFOR DETAILS2" RIGID EPS INSULATIONUNDER SLAB2" RIGID EPS INSULATIONUNDER SLAB5/8"GWB PT'D1" GYPSUM LINER PANELAIR SPACE2" RUNNER CHANNEL SETONCONTINUOUS BEAD OFSEALANTSCHEDULED BASE -SEEROOM SCHEDULE FORDETAILSCOMPRESSIBLE FILLER ANDSEALANT4" CONCRETE SLAB ON 10MIL VAPOR BARRIER & 2"RIGID INSULATION -SEESTRUCTURAL DRAWINGSFOR DETAILS1X4 WOOD FURRING STRIPEXCEPT AT GARAGE WALLSSEE STRUCTURAL DRAWINGS FOR CONNECTION TO PREFAB CONC. WALL1' - 0"DT.O.W. EAST29' -10 3/8"T.O.W. INT28' -10 3/8"VALLEY TRUSS CLIPSHOP-FABRICATED WOODTRUSSES SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILS5/8" PLYWOOD SHEATHING1" GYPSUM LINER PANELALUMINUM BREAKAWAYCLIP2X6 WOOD BLOCKINGCONTINUOUS FIRE BLOCKING MATERIAL AND AIR SEALANT ON TOP AND BOTTOMALUMINUM BREAKAWAYCLIPALUMINUM BREAKAWAYCLIPCONTINUOUS FIRE BLOCKING MATERIALSHOP-FABRICATED WOODTRUSSES SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILS1X4 WOOD FURRING STRIP5/8"GWB PT'D5/8"GWB PT'D3" MINERAL WOOL BATTS2X4 WOOD TOP PLATECONTINUOUS JOINTSEALANT5/8"GWB PT'D1' - 0"1" GYPSUM LINER PANEL3" MINERAL WOOL BATTSSHOP-FABRICATED WOODTRUSSES SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILS5/8"GWB PT'DCLOSED CELL FLASH COAT@ CEILING W/ 18" LOOSECELLULOSE ABOVECONTINUOUS FIRE BLOCKING MATERIAL AND AIR SEALANT ON TOP AND BOTTOMALUMINUM BREAKAWAYCLIPCONTINUOUS CANT WOOD BLOCKING2X4 WOOD BLOCKING2X4 WOOD BLOCKINGD1" GYPSUM LINER PANELAIR SPACE2x4 WOOD STUDS AT 16"O.C.3" MINERAL WOOL BATTS5/8"GWB PT'D2x3 WOOD LEDGERSHOP-FABRICATED WOODTRUSSES SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILSFIRECODE GYPSUM PANEL (EXTEND 4 FT FROM DEMISING WALL)5/8" PLYWOOD SHEATHING30# ROOFING FELT, VERIFYCOMPATIBILITY W/ SHINGLEMANUF.ICE AND WATER SHIELD -PROVIDE COMPLETEROOFING SHEATHINGCOVERING-TURN UPTOPWALL 16" MIN.FIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTSCONTINUOUS VENTEDRIDGE1' - 0"3 1/2"5"3 1/2"-SEE ROOF PLAN FOR LOCATIONSBT.O.W. WEST27' -10 3/8"T.O.W. INT28' -10 3/8"1' - 0"1X4 WOOD FURRING STRIPALUMINUM BREAKAWAYCLIP5/8"GWB PT'D1" GYPSUM LINER PANEL1" GYPSUM LINER PANELCONTINUOUS CANT WOOD BLOCKING2X4 WOOD BLOCKINGVALLEY TRUSS CLIP5/8" PLYWOOD SHEATHINGSHOP-FABRICATED WOODTRUSSES WITH 18" RAISEDHEEL. SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILS1" GYPSUM LINER PANEL3" MINERAL WOOL BATTS5/8"GWB PT'DALUMINUM BREAKAWAYCLIP2X4 WOOD BLOCKINGCONTINUOUS JOINTSEALANT2X6 WOOD BLOCKING2X6 WOOD BLOCKINGCLOSED CELL FLASH COAT@ CEILING W/ 18" LOOSECELLULOSE ABOVE5/8"GWB PT'DSHOP-FABRICATED WOODTRUSSES WITH 18" RAISEDHEEL. SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILSCONTINUOUS FIRE BLOCKING MATERIALCONTINUOUS FIRE BLOCKING MATERIALCONTINUOUS CANT WOOD BLOCKING2X4 WOOD BLOCKING1ST FLR EAST11' -5 3/8"D1ST FLR INT10' -5 3/8"1' - 0"1" GYPSUM LINER PANEL5/8"GWB PT'DALUMINUM BREAKAWAYCLIP2X4 WOOD BLOCKINGCONTINUOUS JOINTSEALANT5/8"GWB PT'D2X4 WOOD BLOCKINGBETWEEN TRUSSESSHOP-FABRICATED 14"DEEP WOOD FLOORTRUSSES, SEESTRUCTURAL DRAWINGSFOR DETAILS2X4 WOOD BLOCKINGBETWEEN TRUSSESSCHEDULED FLOORING -SEE ROOM SCHEDULE FORDETAILSCONTINUOUS JOINTSEALANTSCHEDULED BASE -SEEROOM SCHEDULE FORDETAILSALUMINUM BREAKAWAYCLIPALUMINUM BREAKAWAYCLIP2X4 WOOD BLOCKINGCONTINUOUS JOINTSEALANT2X4 WOOD BLOCKINGBETWEEN TRUSSES2X4 WOOD BLOCKINGBETWEEN TRUSSES2X12 WOOD BLOCKING CUTTO FITSCHEDULED FLOORING -SEE ROOM SCHEDULE FORDETAILSCONTINUOUS JOINTSEALANTSCHEDULED BASE -SEEROOM SCHEDULE FORDETAILSALUMINUM BREAKAWAYCLIP3" MINERAL WOOL BATTS5/8"GWB PT'D1" GYPSUM LINER PANEL1" GYPSUM LINER PANEL1" GYPSUM LINER PANEL3 1/2"5"3 1/2"1' - 0"CT.O.W. INT28' -10 3/8"1' - 0"6"6"AIR SPACE2x4 WOOD STUDS AT 16"O.C.3" MINERAL WOOL BATTS2X4 WOOD TOP PLATECONTINUOUS JOINTSEALANT5/8"GWB PT'D5/8"GWB PT'D2X4 WOOD TOP PLATESHOP-FABRICATED WOODTRUSSES SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILSALUMINUM BREAKAWAYCLIPCONTINUOUS FIRE BLOCKING MATERIAL1" GYPSUM LINER PANEL1" GYPSUM LINER PANEL1" GYPSUM LINER PANEL1" GYPSUM LINER PANELALUMINUM BREAKAWAYCLIPSHOP-FABRICATED WOODTRUSSES SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILSE32X6 WOOD STUDS AT 16"O.C.DENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-22ZIP R WALL SHEATHING, R-6ZIP SHEATHING TAPED ATALL JOINTS & INSTALLEDPER MANUFACTURER'SREQUIRMENTSFIBER-CEMENT PANEL W/1x3 BATTEN AT 12" O.C.1X4 WOOD FURRING STRIPALUMINUM DOWNSPOUT,BLACK, CONNECTED TOSUB DRAINAGE -SEE CIVILDRAWINGS FOR DETAILS.5/4 X6 POLY-ASH CORNERBOARD PT'DCERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDER5/8"GWB PT'D5 1/2"5 1/2"7"5/4 X6 POLY-ASH CORNERBOARD PT'Dc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:09:10 PM1 1/2" = 1'-0"11/10/20FVDETAILS -DEMISING WALLSA5.210 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541 1/2" = 1'-0"PLAN DETAIL - S. WALL - OFFSET CORNER GRIDLINE D 3-4D11 1/2" = 1'-0"PLAN DETAIL - S. WALL - OFFSET CORNER GRIDLINE D xxD21 1/2" = 1'-0"TOP OF FOUNDATION WALL AT PARTY WALLC41 1/2" = 1'-0"UNDERSIDE OF TRUSS AT PARTY WALLB41 1/2" = 1'-0"ROOF AT PARTY WALLB21 1/2" = 1'-0"LOW TO MIDDLE CEIILING AT PARTYWALLB11 1/2" = 1'-0"FLOOR OFFSET AT PARTY WALLC11 1/2" = 1'-0"CEILING AT PARTY WALL - NO HEIGHT TRANSITIONC21 1/2" = 1'-0"TYPICAL CORNER DETAIL AT BOARD AND BATTEN SIDINGD41 ALL TRUSSES - DIAGRAMMATIC - SEE STRUCTURALDRAWINGS & MANUF. SHOP DWGS2 2X4 AT ALL DEMISING WALLS FRAMING TO BE AT 12"O.C. AT THE GROUND FLOOR.
EGRND FLR -EAST2' -0"REINFORCED CONCRETEFOUNDATION WALL -SEESTRUCTURAL DRAWINGSFOR DETAILSFIBERGLASS INSULATEDDOOR -SEE DOORSELEVATION AND SCHEDULESIDEWALK -SEE CIVIL ANDLANDSCAPE DRAWINGS4" CONCRETE SLAB ON 10MIL VAPOR BARRIER & 2"RIGID INSULATION -SEESTRUCTURAL DRAWINGSFOR DETAILSALUMINUM THRESHOLD SETON BEAD OF EXTERIORGRADE SEALANT3' - 3"5" REINFORCED CONCRETESTOOP10 1/4"4"2"2"6 1/4"8"4"2"4"2" RIGID THERMAL BREAK 4MIN.TYP.6"CONTINUOS SILL GASKETSET ON SEALANTSCHEDULED BASE -SEEROOM SCHEDULE FORDETAILSSCHEDULED FLOORING -SEE ROOM SCHEDULE FORDETAILS2x6 PT WOOD SILL PLATE3/4" SIDING VENT WITHINSECT SCREENFIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE1X4 WOOD FURRING STRIP5/4 X10 POLY-ASH MUDBOARD PT'DCONTINUOUS ALUM. BASEWALL FLASHINGZIP SYSTEM TAPE OVERADHESIVE BACKEDFLASHINGSTARTER STRIPDENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-227"9 1/4"6"4 1/4"10 1/4"2"4 1/2"1"41ST FLR INT10' -5 3/8"FIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE1X4 WOOD FURRING STRIPZIP R WALL SHEATHING, R-6LAMINATED VENEERLUMBER -SEE STRUCTURALDRAWINGS2X6 WOOD TOP PLATE2X6 WOOD STUDS AT 16"O.C.DENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-225/8"GWB PT'D1X4 WOOD FURRING STRIPNEW GWB CEILING ON 1XFURRING, SHIM TO PROVIDELEVEL SURFACESHOP-FABRICATED 14"DEEP WOOD FLOORTRUSSES, SEESTRUCTURAL DRAWINGSFOR DETAILS3/4" T&G CDX PLYWOODSUBFLOORSCHEDULED FLOORING -SEE ROOM SCHEDULE FORDETAILSCONTINUOUS JOINTSEALANTSCHEDULED BASE -SEEROOM SCHEDULE FORDETAILSCLOSED CELL FOAM FLASHCOAT AT BAND JOIST4DENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-22CERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDERCONTINUOUS JOINTSEALANTTRIPLE GLAZEDFIBERGLASS CLADWINDOWS, SEE WINDOWSCHEDULE FOR DETAILSCONTINUOUS JOINTSEALANTSELF ADHERED FLASHINGMEMBRANE1X4 WOOD FURRING STRIPSTARTER STRIP5 1/2"SELF ADHERED FLASHINGMEMBRANE1" RIGID FOAM BETWEEN 2XHEADERS OR 1/2" RIGIDFOAM BETWEEN LVLHEADERS4/4 BORAL CASINGALUM. FLASHING W/ DRIP EDGE1X BLOCKINGLOW EXPANSION FOAMSELF ADHERED FLASHINGMEMBRANE1/2" PLYWOOD BUCK3/4" SIDING VENT WITHINSECT SCREEN49 1/4"5 1/2"3/8"CONTINUOUS SEALANT3/4" PLYWOODDENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-22CERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDER5/8"GWB PT'DZIP R WALL SHEATHING, R-6FIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE ORFIBER-CEMENT PANEL W/BATTEN AS INDICATED ONEXTERIOR ELEVATIONSSELF ADHERED FLASHINGMEMBRANE1X6 WOOD BLOCKINGPOLY-ASH TRIM BOARD PT'DCONTINUOUS JOINTSEALANT1" FIBERGLASS FRAMEEXPANDERTRIPLE GLAZEDFIBERGLASS CLADWINDOWS, SEE WINDOWSCHEDULE FOR DETAILS7"3 1/2"1X WOOD WINDOW SILLSELF ADHERED FLASHINGMEMBRANELOW EXPANSION SPRAYFOAM AT ALL WINDOWSAND DOORS3/4" SIDING VENT WITHINSECT SCREEN41X4 WOOD FURRING STRIPFIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE7"ZIP R WALL SHEATHING, R-62X6 WOOD STUDS AT 16"O.C.DENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-22CERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDER5/8"GWB PT'DZIP R WALL SHEATHING, R-6FIBER-CEMENT PANEL W/1x3 BATTEN AT 12" O.C.1X4 WOOD FURRING STRIPFIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE5/4 X8 POLY-ASH RABBETEDBELLY BOARD PT'D2X2 POLY-ASH DRIP CAPCHAMFEREDCONTINUOS ALUM. ZFLASHINGDENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-222X6 WOOD STUDS AT 16"O.C.5/8"GWB PT'D3/4" SIDING VENT WITHINSECT SCREEN1X WOOD BLOCKINGRABBET CLEAR GAP3/4"1X4 WOOD FURRING STRIPCERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDER4ZIP R WALL SHEATHING, R-6CONTINUOUS JOINTSEALANTTRIPLE GLAZEDFIBERGLASS CLADWINDOWS, SEE WINDOWSCHEDULE FOR DETAILSCONTINUOUS JOINTSEALANTCONTINUOUS JOINTSEALANTDENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-22CERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDER9 1/4"SELF ADHERED FLASHINGMEMBRANELOW EXPANSION SPRAYFOAM AT ALL WINDOWSAND DOORSSELF ADHERED FLASHINGMEMBRANE4/4 BORAL CASING1X10 FURRING STRIPc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:09:11 PMAs indicated11/10/20ABDETAILS -EXT. WALLA5.310 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541 1/2" = 1'-0"THRESHOLD AT GROUND LEVEL EXTERIOR DOORD11 1/2" = 1'-0"TYPICAL TOP OF FOUNDATION WALLD21 1/2" = 1'-0"TYPICAL FLOOR/CEILING AT EXTERIOR WALLB23" = 1'-0"TYPICAL WINDOW HEADA43" = 1'-0"TYPICAL WINDOW SILLD41 1/2" = 1'-0"TYPICAL EXTERIOR WALLC21 1/2" = 1'-0"LAP SIDING TO BOARD AND BATTEN TRANSITION DETAILA23" = 1'-0"TYPICAL WINDOW JAMB DETAILC4TYPICAL DETAILS FOR NON SHEAR WALLLOCATIONSSEE STRUCTURAL DRAWINGS FOR LOCATIONS
41ST FLR INT10' -5 3/8"FIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE1X4 WOOD FURRING STRIPLAMINATED VENEERLUMBER -SEE STRUCTURALDRAWINGS2X6 WOOD TOP PLATE2X6 WOOD STUDS AT 16"O.C.DENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-225/8"GWB PT'DCONTINUOUS JOINTSEALANT1X4 WOOD FURRING STRIPNEW GWB CEILING ON 1XFURRING, SHIM TO PROVIDELEVEL SURFACESHOP-FABRICATED 14"DEEP WOOD FLOORTRUSSES, SEESTRUCTURAL DRAWINGSFOR DETAILS3/4" T&G CDX PLYWOODSUBFLOORSCHEDULED FLOORING -SEE ROOM SCHEDULE FORDETAILSCONTINUOUS JOINTSEALANTSCHEDULED BASE -SEEROOM SCHEDULE FORDETAILSCLOSED CELL FOAM FLASHCOAT AT BAND JOIST1" POLYISO RIGID INSULATION4MIN.TYP.6"CONTINUOS SILL GASKETSET ON SEALANTSCHEDULED BASE -SEEROOM SCHEDULE FORDETAILSSCHEDULED FLOORING -SEE ROOM SCHEDULE FORDETAILS2x6 PT WOOD SILL PLATE3/4" SIDING VENT WITHINSECT SCREENFIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE5/4 X10 POLY-ASH MUDBOARD PT'DCONTINUOUS ALUM. BASEWALL FLASHINGSTARTER STRIPDENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-227"9 1/4"6"4 1/4"10 1/4"2"1" MAXSUPERIOR WALL FOUNDATION SYSTEM -SEE SHOP DRAWINGS FOR DETAILS41X4 WOOD FURRING STRIPFIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE6"2X6 WOOD STUDS AT 16"O.C.DENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-22CERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDER5/8"GWB PT'D1" RIGID POLYISO INSULATION4CERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDERTRIPLE GLAZEDFIBERGLASS CLADWINDOWS, SEE WINDOWSCHEDULE FOR DETAILS1" RIGID FOAM BETWEEN 2XHEADERS OR 1/2" RIGIDFOAM BETWEEN LVLHEADERSCEMENT FIBER BOARD1X4 WOOD FURRING STRIP3/4" SIDING VENT W/ INSECT SCREEN1" POLYISO RIGID FOAM INSULATION1/2" STRUCTURAL PLYWOOD W/ TAPED SEAMS -SEE STRUCTURAL DRAWINGS FOR DETAILSSIDING STARTER STRIPALUM. FLASHING W/ DRIP EDGE4/4X6 BORAL CASINGSELF ADHERED FLASHING MEMBRANEWATER RESISTIVE BARRIERSELF ADHERED FLASHING MEMBRANE1/2" GWB, PT'DDENSE PACK CELLULOSEWD CASING, SEE ELEVATIONS FOR DETAILS1X6 BLOCKING4CEMENT FIBER BOARD1X10 WOOD FURRING STRIP1" POLYISO RIGID FOAM INSULATION1/2" PLYWOOD TAPED AT SEAMS -SEE STRUCTURAL DRAWINGS FOR DETAILSWATER RESISTIVE BARRIERSELF ADHERED FLASHING MEMBRANEBORAL 4/4X6 CASINGWOOD CASING AND SILL BELOW1/2"5 1/2"SELF ADHERED FLASHING MEMBRANE4CEMENT FIBER BOARD1X4 WOOD FURRING STRIP BEYOND1" POLYISO RIGID FOAM INSULATION1/2" PLYWOOD TAPED AT SEAMS -SEE STRUCTURAL DRAWINGS FOR DETAILS1X6 BLOCKING4/4X6 BORAL CASING SELF ADHERED FLASHING MEMBRANEWATER RESISTIVE BARRIERSELF ADHERED FLASHING MEMBRANE1/2" GWB, PT'DDENSE PACK CELLULOSEWD CASING, SEE ELEVATIONS FOR DETAILS3/4" SIDING VENT WITH INSECT SCREENFIBER-CEMENT PANEL W/1x3 BATTEN AT 12" O.C.1X4 WOOD FURRING STRIPFIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE5/4 X8 POLY-ASH RABBETEDBELLY BOARD PT'D2X2 POLY-ASH DRIP CAPCHAMFEREDCONTINUOS ALUM. ZFLASHINGDENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-222X6 WOOD STUDS AT 16"O.C.5/8"GWB PT'D3/4" SIDING VENT WITHINSECT SCREEN1X WOOD BLOCKINGRABBET CLEAR GAP3/4"1X4 WOOD FURRING STRIPCERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDERc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:09:11 PMAs indicated11/10/20AuthorDETAILS -EXT. SHEAR WALLA5.410 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541 1/2" = 1'-0"TYPICAL SHEAR WALL - FLOOR/CEILING AT EXTERIOR WALLB31 1/2" = 1'-0"TYPICAL T.O. FND WALL @ SHEAR WALLD31 1/2" = 1'-0"TYPICAL SHEAR WALL ASSEMBLYC33" = 1'-0"TYPICAL SHEAR WALL WINDOW HEADA53" = 1'-0"TYPICAL SHEARWALL WINDOW JAMB DETAILB53" = 1'-0"TYPICAL SHEAR WALL WINDOW SILLD51 1/2" = 1'-0"SHEAR WALL - LAP SIDING TO BOARD AND BATTEN TRANSITION DETAILA3TYPICAL DETAILS FOR SHEAR WALLLOCATIONSSEE STRUCTURAL DRAWINGS FOR LOCATIONS
ET.O.W. EAST29' -10 3/8"1' - 4"1 1/2"TRUSS HEEL HGT1' - 6"FIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTS30# ROOFING FELT, VERIFYCOMPATIBILITY W/ SHINGLEMANUF.ICE AND WATER SHIELD -PROVIDE COMPLETEROOFING SHEATHINGCOVERING-TURN UPTOPWALL 16" MIN.TRUSS TOP CHORDEXTENSION WITH PLUMBCUT -SEE STRUCTURALDRAWINGSCONTINUOUS METAL DRIPEDGEALUMINUM GUTTER, BLACK1x POLY-ASH FASCIA BOARDPT'D2x6 WOOD FASCIABLOCKING2X4 SOFFIT FURRINGFIBER-CEMENTPERFORATED SOFFITPANEL5/8"GWB PT'DSHOP-FABRICATED WOODTRUSSES WITH 18" RAISEDHEEL. SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILSACCUVENT VINYL SOFFITBAFFLE -SIZED FOR TRUSSSPACING & HEEL HEIGHTCERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDER12" 12"5/8" PLYWOOD SHEATHING5 1/2"7 1/4"7 1/4"2X BETWEEN TRUSSES -SEESTRUCTURAL DRAWINGS2T.O.W. WEST27' -10 3/8"1' - 4"1 1/2"5 1/2"5 5/8" 12"ICE AND WATER SHIELD -PROVIDE COMPLETEROOFING SHEATHINGCOVERING-TURN UPTOPWALL 16" MIN.5/8" PLYWOOD SHEATHINGCONTINUOUS METAL DRIPEDGEALUMINUM GUTTER, BLACK1x POLY-ASH FASCIA BOARDPT'D2x6 WOOD FASCIABLOCKING2X4 SOFFIT FURRINGFIBER-CEMENTPERFORATED SOFFITPANEL5/4 POLY-ASH RABBETEDFRIEZE BOARD PT'DFIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTS5/8"GWB PT'D5/8"GWB PT'DCONTINUOUS JOINTSEALANT3/4" SIDING VENT WITHINSECT SCREENCLOSED CELL ABOVECELING AND UNDERSIDE OFBAFFLE EXTENSION7 1/4"2X BETWEEN TRUSSES -SEESTRUCTURAL DRAWINGS1 1/2"2X8 SISTERED TO 2X12 RAFTER2X12 RAFTER2T.O.W. INT28' -10 3/8"TRUSS HEEL HIGH1' - 8 1/2"1 1/2"30# ROOFING FELT, VERIFYCOMPATIBILITY W/ SHINGLEMANUF.ICE AND WATER SHIELD -PROVIDE COMPLETEROOFING SHEATHINGCOVERING-TURN UPTOPWALL 16" MIN.CONTINUOUS METAL DRIPEDGEALUMINUM GUTTER, BLACK5/8" PLYWOOD SHEATHING1x POLY-ASH FASCIA BOARDPT'D2x6 WOOD FASCIABLOCKINGCONTINUOUS JOINTSEALANT2X4 SOFFIT FURRINGFIBER-CEMENTPERFORATED SOFFITPANEL5/4 POLY-ASH RABBETEDFRIEZE BOARD PT'DCERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDERFIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTS3 1/4" 12"3/4" SIDING VENT WITHINSECT SCREENACCUVENT VINYL SOFFITBAFFLE -SIZED FOR TRUSSSPACING & HEEL HEIGHT5 1/2"7 1/4"1' - 4"2X BETWEEN TRUSSES -SEESTRUCTURAL DRAWINGS2X BETWEEN TRUSSES -SEESTRUCTURAL DRAWINGSSHOP-FABRICATED WOODTRUSSES SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILS3FIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTS30# ROOFING FELT, VERIFYCOMPATIBILITY W/ SHINGLEMANUF.5/8" PLYWOOD SHEATHINGICE AND WATER SHIELD -PROVIDE COMPLETEROOFING SHEATHINGCOVERING-TURN UPTOPWALL 16" MIN.1' - 4"CONTINUOUS METAL DRIPEDGE1x POLY-ASH FASCIA BOARDPT'D1x POLY-ASH FASCIA BOARDPT'D2X FASCIA WOOD BLOCKINGCONTINUOUS JOINTSEALANTFIBER-CEMENTPERFORATED SOFFITPANEL5/4 POLY-ASH RABBETEDFRIEZE BOARD PT'DFIBER-CEMENT PANEL W/1x3 BATTEN AT 12" O.C.ZIP R WALL SHEATHING, R-6SHOP-FABRICATED WOODTRUSSES SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILS2X4 SOFFIT FURRINGJOIST HANGER -SEESTRUCTURAL DRAWINGSUPSIDE -DOWN4T.O.W. INT28' -10 3/8"5 1/2"1 1/2"1' - 4"1' - 8 7/8"5 5/8" 12"SHOP-FABRICATED WOODTRUSSES SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILSACCUVENT VINYL SOFFITBAFFLE -SIZED FOR TRUSSSPACING & HEEL HEIGHTCONTINUOUS 6" PLYWOODSTRIP TO SEAL WALL AIRBARRIERCERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDER5/8"GWB PT'DFIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTS30# ROOFING FELT, VERIFYCOMPATIBILITY W/ SHINGLEMANUF.ICE AND WATER SHIELD -PROVIDE COMPLETEROOFING SHEATHINGCOVERING-TURN UPTOPWALL 16" MIN.5/8" PLYWOOD SHEATHINGCONTINUOUS METAL DRIPEDGEALUMINUM GUTTER, BLACK1x POLY-ASH FASCIA BOARDPT'D2x6 WOOD FASCIABLOCKING2X4 SOFFIT FURRINGFIBER-CEMENTPERFORATED SOFFITPANELCONTINUOUS JOINTSEALANT3/4" SIDING VENT WITHINSECT SCREEN7 1/4"2X BETWEEN TRUSSES -SEESTRUCTURAL DRAWINGS2X BETWEEN TRUSSES -SEESTRUCTURAL DRAWINGSFIBER-CEMENT PANEL W/1x3 BATTEN AT 12" O.C.1x POLY-ASH FASCIA BOARDPT'DTIN ZINC METAL EAVERETURN ROOF1x POLY-ASH FASCIA BOARDPT'DALUMINUM GUTTER, BLACKFIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTSSNOWGUARDST.O.W. INT28' -10 3/8"CLOSED CELL ABOVECELING AND UNDERSIDE OFBAFFLE EXTENSION1X4 WOOD FURRING STRIP5/8"GWB PT'D1X4 WOOD FURRING STRIP5/8" PLYWOOD SHEATHINGICE AND WATER SHIELD -PROVIDE FULL ROOFSHEATHING COVERAGE30# ROOFING FELT, VERIFYCOMPATIBILITY W/ SHINGLEMANUF.FIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTS2X4 WOOD BLOCKINGSHOP-FABRICATED WOODTRUSSES SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILS5 5/8" 12"NAILED TO TRUSS 1' - 7"1/2" PLYWOOD1 1/2"2X12 RAFTERSITE MADE BAFFLE W/ 1/2 PLY AND 2X BLOCKINGA2ND FLR WEST19' -9 1/4"3' - 1 3/4"3' - 3"10" 12"7 1/4"2 1/2"FASCIA DRIP1/2"2X6 WOOD BLOCKING2x8 PT WOOD BLOCKINGSTEEL ANGLE WITH 1/2"THRU-BOLTS -SEESTRUCTURAL DRAWINGSBEADBOARD1X4 WOOD FURRING STRIP2x8 PT WOOD BLOCKINGSOFFIT VENT1X4 WOOD FURRING STRIP1X3 POLY-ASH FASCIABOARD -TYPICAL WHEREGUTTERS DON'T OCCUR1x POLY-ASH FASCIA BOARDPT'D2X8 WOOD BLOCKINGCONTINUOUS METAL DRIPEDGE2X4 WOOD BLOCKING5/8" PLYWOOD SHEATHINGICE AND WATER SHIELD -PROVIDE COMPLETEROOFING SHEATHINGCOVERING-TURN UPTOPWALL 16" MIN.30# ROOFING FELT, VERIFYCOMPATIBILITY W/ SHINGLEMANUF.FIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTSCONTINUOUS HEAD WALLALUM. FLASHINGFIBER-CEMENT PANEL W/1x3 BATTEN AT 12" O.C.c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:09:14 PM1 1/2" = 1'-0"11/10/20FVDETAILS -ROOFA5.510 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541 1/2" = 1'-0"EAVE AT END UNITSD41 1/2" = 1'-0"LOW ROOF EAVEA41 1/2" = 1'-0"EAVE AT LOW SLOPE ROOFC41 1/2" = 1'-0"RAKEC21 1/2" = 1'-0"TYPICAL EAVED2EAVE RETURN DETAILD11 1/2" = 1'-0"RAFTER TO TRUSS ROOF TRANSITION DETAILA21 1/2" = 1'-0"PORCH ROOF DETAILC1
47 1/4"3' - 2 1/4"45.00°2 1/2"5 1/2"3' - 0 1/2"5" 12"2x8 WOOD RAFTER5/8" PLYWOOD SHEATHINGICE AND WATER SHIELD -PROVIDE COMPLETEROOFING SHEATHINGCOVERING-TURN UPTOPWALL 16" MIN.FIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTSCONTINUOUS METAL DRIPEDGE1x POLY-ASH FASCIA BOARDPT'D2X FASCIA WOOD BLOCKINGCONTINUOUS JOINTSEALANT3/4" PLYWOOD1/2" PLYWOODAT BRACKETS ONLYPRE-ASSEMBLED 6X6DECORATIVE BRACKET2X6 WOOD BLOCKING5/4 X 10 BRACKET WOODBACK PANEL, PT'D3/4" PLYWOOD(BETWEEN 1X FURRING -AT BRACKETS LOCATION ONLY)3/4" PLYWOOD SHEATHING3/4" PLYWOOD SHEATHING2X6 WOOD BLOCKING2X8 WOOD BLOCKINGMETAL FLASHING8" MINIMUM3' - 0 1/2"STARTER STRIP3/4" SIDING VENT WITHINSECT SCREENCONTINUOUS ALUM.COUNTERFLASHINGCONTINUOUS FLASHINGTAPESCHEDULED FLOORING -SEE ROOM SCHEDULE FORDETAILSSCHEDULED BASE -SEEROOM SCHEDULE FORDETAILSSHOP-FABRICATED 14"DEEP WOOD FLOORTRUSSES, SEESTRUCTURAL DRAWINGSFOR DETAILSJOIST BRIDGING -FIRST TWO PARALLEL JOIST BAYS WHERE EXTERIOR SHED ROOFS OCCUR5/8"GWB PT'DDENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-222X6 WOOD STUDS AT 16"O.C.STEEL ANGLE WITH 1/2"THRU-BOLTS -SEESTRUCTURAL DRAWINGSSTEEL ANGLE WITH 1/2"THRU-BOLTS -SEESTRUCTURAL DRAWINGS1X3 POLY-ASH FASCIABOARD -TYPICAL WHEREGUTTERS DON'T OCCURBEADBOARD1/4" FASCIA DRIP1 3/4"SOFFIT VENTSLOT PLYWOOD WHERE SOFFIT VENTS OCCUR2ND FLR INT20' -9 1/4"3' - 7 1/4"9 1/4"5 1/2"1/2" plywood plate5/4 X 10 BRACKET WOODBACK PANEL, PT'DPRE-ASSEMBLED 6X6DECORATIVE BRACKET2X8 WOOD BLOCKING2x8 PT WOOD BLOCKING2x8 WOOD RAFTER2X8 WOOD BLOCKING5/8" PLYWOOD SHEATHINGICE AND WATER SHIELD -PROVIDE COMPLETEROOFING SHEATHINGCOVERING-TURN UPTOPWALL 16" MIN.30# ROOFING FELT, VERIFYCOMPATIBILITY W/ SHINGLEMANUF.FIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTSINSTALL THREE LAYERS OF 3/4" PLYWOOD BLOCKING AT THESE LOCATIONS TO ATTACH BRACKET TO EXTERIOR WALL FRAMING -SEE SECTION.c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:09:15 PM1 1/2" = 1'-0"11/10/20FVEXT DETAILS -PENT ROOFA5.610 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541 1/2" = 1'-0"BALCONY PENT ROOFD41 1/2" = 1'-0"BALCONY ROOF BRACKET ELEVATIOND31.THE SAME BRACKET AND ROOF FRAMING CONFIGURATION OCCUR ABOVE THE GARAGE DOORS AND THE LATERAL ENTRY OF THE BUILDING.2.THE ROOF LEVEL AND LOCATION VARIES THROUGH THE PROJECT. SIMILAR WOOD BLOCKING FOR STEEL ANGLES SUPPORT SHOULD BE INSTALLED WITHIN THE EXTERIOR WALL FRAMING AT ALL LOCATIONS AND AT DIFFERENT LEVELS -SEE ELEVATIONS FOR PENTHOUSE ROOF LOCATIONS.
41ST FLR INT10' -5 3/8"1/8" 12"4' - 0"2' - 0"A5.7C4A5.7C3A5.7D2A5.7C1D1A5.7MAX.3 1/2" TO FACEOF EXTERIOR WALLFASCIA MOUNTED CABLERAILING1 1/2" X 1 1/2" POWDERCOATED ALUMINUM RAILINGPOST WITH TOP ANDBOTTOM WELDEDALUMINUM CAP5/4 X 5 1/2 COMPOSITEDECK2X PT TAPERED SLEEPER -HEIGHT VARIES FROM 1 1/2"TO 2"-WRAPP IN SELFADHERED MEMBRANEEDROOFING MEMBRANEICE AND WATER SHIELD -PROVIDE COMPLETE DECKSHEATHING COVERAGE-TURN UP AND SEAL UNDERDOOR THRESHOLD3/4" PLYWOOD2X8 WOOD JOISTGLULAM BEAM -SEESTRUCTURAL DRAWINGSPOLY-ASH TRIM BOARD PT'DFIBER-CEMENT CLAPBOARDW/ 5" EXPOSUREA1A5.7Sim5 1/2"6x6 WOOD POSTCOLUMN FOUNDATION PIER5 1/2"8"8"A4A5.7Sim1ST FLR INT10' -5 3/8"TO FACE OF 2X8 BLOCKING8 3/4"A5.7C2TO EDGE OF DECK1' - 0"3' - 6"8"6x6 WOOD POSTBEADBOARD1x POLY-ASH FASCIA BOARDPT'D1x POLY-ASH FASCIA BOARDPT'D5/4 X 5 1/2 COMPOSITEDECK2X PT TAPERED SLEEPER -HEIGHT VARIES FROM 1 1/2"TO 2"-WRAPP IN SELFADHERED MEMBRANEED1 1/2" X 1 1/2" POWDERCOATED ALUMINUM RAILINGPOST WITH TOP ANDBOTTOM WELDEDALUMINUM CAPGLULAM BEAM -SEESTRUCTURAL DRAWINGSROOFING MEMBRANEICE AND WATER SHIELD -PROVIDE COMPLETE DECKSHEATHING COVERAGE-TURN UP AND SEAL UNDERDOOR THRESHOLD3/4" PLYWOOD1ST FLR INT10' -5 3/8"8 1/4"7 1/4"1"2"10 1/2"D3A5.73/4"POLY-ASH TRIM BOARD PT'DBEADBOARD1X4 WOOD FURRING STRIP2x8 PT WOOD BLOCKINGJOIST HANGER -SEESTRUCTURAL DRAWINGS3/4" PLYWOOD2X PT TAPERED SLEEPER -HEIGHT VARIES FROM 1 1/2"TO 2"-WRAPP IN SELFADHERED MEMBRANEED5/4 X 5 1/2 COMPOSITEDECKROOFING MEMBRANE TURNUP TO WALL 16" MIN.ICE AND WATER SHIELD -PROVIDE COMPLETE DECKSHEATHING COVERAGE-TURN UP AND SEAL UNDERDOOR THRESHOLD1 1/2" X 1 1/2" POWDERCOATED ALUMINUM RAILINGPOST WITH TOP ANDBOTTOM WELDEDALUMINUM CAP1x POLY-ASH FASCIA BOARDPT'D1x POLY-ASH FASCIA BOARDPT'DROOFING MEMBRANEICE AND WATER SHIELD -PROVIDE COMPLETE DECKSHEATHING COVERAGE-TURN UP AND SEAL UNDERDOOR THRESHOLD1/2"1x POLY-ASH FASCIA BOARDPT'D2X8 FASCIA WOODBLOCKING3/4"2X6 WOOD BLOCKINGP.T.EQEQ5 1/2"CONTINUOUS 3/4" DRAINAGE GAPICE AND WATER SHIELD -PROVIDE COMPLETE DECKSHEATHING COVERAGE-TURN UP AND SEAL UNDERDOOR THRESHOLDROOFING MEMBRANE1 1/2" X 1 1/2" POWDERCOATED ALUMINUM RAILINGPOST WITH TOP ANDBOTTOM WELDEDALUMINUM CAP1x POLY-ASH FASCIA BOARDPT'D41ST FLR INT10' -5 3/8"1 1/2"LAMINATED VENEERLUMBER -SEE STRUCTURALDRAWINGS3/4" PLYWOOD SHEATHINGPOLY-ASH TRIM BOARD PT'DBEADBOARD1X4 WOOD FURRING STRIPJOIST HANGER -SEESTRUCTURAL DRAWINGS2X8 PT WOOD LEDGER3/4" PLYWOODROOFING MEMBRANEICE AND WATER SHIELD -PROVIDE COMPLETEROOFING SHEATHINGCOVERING-TURN UPTOPWALL 16" MIN.5/4 X 5 1/2 COMPOSITEDECK2X PT TAPERED SLEEPER -HEIGHT VARIES FROM 1 1/2"TO 2"-WRAPP IN SELFADHERED MEMBRANEEDALUMINUM THRESHOLD SETON BEAD OF EXTERIORGRADE SEALANT3/4" T&G CDX PLYWOODSUBFLOORAT HIGH POINTSLEEPER DEPTH2 1/2"PROVIDE TWO 3/4" PLYWOOD LAYERS AT WOOD LEDGER LEVELPOLY-ASH TRIM BOARD PT'DBEADBOARD1X4 WOOD FURRING STRIP3 1/2"5 1/4"3 1/2"GLULAM BEAM -SEESTRUCTURAL DRAWINGS1ST FLR INT10' -5 3/8"TO 2" -L.PVARIES FROM1 1/2" - HPTO 9 1/4" -LPVARIES FROM9 3/4" - HP1"7 1/4"8 1/4"3/4"1/2"POLY-ASH TRIM BOARD PT'DBEADBOARD1X4 WOOD FURRING STRIP2x8 PT WOOD BLOCKING3/4" PLYWOODICE AND WATER SHIELD -PROVIDE COMPLETE DECKSHEATHING COVERAGE-TURN UP AND SEAL UNDERDOOR THRESHOLDROOFING MEMBRANE2X PT TAPERED SLEEPER -HEIGHT VARIES FROM 1 1/2"TO 2"-WRAPP IN SELFADHERED MEMBRANEED5/4 X 5 1/2 COMPOSITEDECK1 1/2" X 1 1/2" POWDERCOATED ALUMINUM RAILINGPOST WITH TOP ANDBOTTOM WELDEDALUMINUM CAP1x POLY-ASH FASCIA BOARDPT'DROOFING MEMBRANEICE AND WATER SHIELD -PROVIDE COMPLETE DECKSHEATHING COVERAGE-TURN UP AND SEAL UNDERDOOR THRESHOLD1x POLY-ASH FASCIA BOARDPT'D2 1/2"5 1/2"1 1/2"1"1 1/2" X 1 1/2" POWDERCOATED ALUMINUM RAILINGPOST WITH TOP ANDBOTTOM WELDEDALUMINUM CAPWOOD HANDRAIL1/2" T SHAPE ALUMINUMWELDED HANDRAILSTANDOFF1 1/2"1 1/2"2 3/4"2 3/4"3 1/2"3 1/2"1/4"1/4"1 1/4"1 1/4"1 1/2" X 1 1/2" POWDERCOATED ALUMINUM RAILINGPOST WITH TOP ANDBOTTOM WELDEDALUMINUM CAP1 1/2" X 1 1/2" POWDERCOATED ALUMINUM RAILINGPOST WITH TOP ANDBOTTOM WELDEDALUMINUM CAP5/4 X 5 1/2 COMPOSITEDECKBELOWc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:09:16 PMAs indicated11/10/20FVEXT DETAILS -BALCONYA5.710 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541 1/2" = 1'-0"BALCONY SECTIONA13" = 1'-0"BALCONY COLUMN PLAN DETAILD41 1/2" = 1'-0"BALCONY SECTION DETAILA43" = 1'-0"BALCONY EDGE SECTION DETAILC33" = 1'-0"BALCONY EDGE PLAN DETAILD33" = 1'-0"BALCONY TRANSITION DETAILC43" = 1'-0"BALCONY GLULAM CELING DETAILD23" = 1'-0"BALCONY EDGE DETAILC23" = 1'-0"BALCONY HANDRAIL DETAILC13" = 1'-0"BALCONY CORNER POST DETAILD1
B16' - 0"4' - 0"A5.8C45" THICK CAST IN PLACDE CONCRETE STOOPA5.8A4A5.8A31"X1" POWDER COATEDALUMINUM FLAT BAR1X TEAK HANDRAILSQUARE TUBE HANDRAIL, PT'D BLACK7" MIN.3" X 1 1/2" POWDER COATEDALUMINUM TUBENON-SHRINK EPOXY GROUT4" CONCRETE CORE1"X1" POWDER COATED ALUMINUM BARCONTINUOUS EXTERIOR GRADE SEALANTNON -SHRINK EPOXY GROUTALUMINUM DOWNSPOUT,BLACK, CONNECTED TOSUB DRAINAGE -SEE CIVILDRAWINGS FOR DETAILS.BOARD FORMED CONCRETE WALLALUMINUM HANDRAIL W/ TEAK CAPD2A5.84X4 CEDAR POST4X4 CEDAR TOP RAIL W/ ALUM. CAP W/ DRIP EDGEALTERNATING 1X6 CEDAR SLATS 1/4" GAPSIMPSON APVB44 POST BASE ANCHORED INTO DECK VERIFY W/ BUILT CONDITIONS8' - 3"VERIFY W/ BUILT CONDITIONS7' - 5 1/2"UPPER SCREEN LOWER SCREEN 1 1/2"C4D2A5.84x4 CEDAR POSTVERIFY W/ BUILT CONDITIONS5' - 4"3 1/2"3 1/2"3 1/2"3 1/2"EQEQ2x4 CEDAR INTERIOR POST1x6 CEDAR SLAT2x4 CEDAR INTERIOR POST4x4 CEDAR POST2x4 CEDAR INTERIOR POST1/4" GAP1/4"1/4" GAP1/4"C3 1/2"3 1/2"5 1/2"3 1/2"5 1/2"3 1/2"5 1/2"3 1/2"5 1/2"3 1/2"5 1/2"3 1/2"5 1/2"3 1/2"5 1/2"3 1/2"5 1/2"3 1/2"5 1/2"3 1/2"5"6"1 1/2" STAGGER3 1/2"1/2"1/4" GAPASSEMBLY ANCHORED INTO PENT ROOF ASSEMBLY4X4 CEDAR TOP RAIL W/ ALUM. CAP W/ DRIP EDGEALTERNATING 1X6 CEDAR SLATS, ANCHOR W/ STAINLESS STEEL FASTENERSVERIFY W/ BUILT CONDITIONS8' - 3"SIMPSON APVB44 POST BASE ANCHORED INTO DECK6X6 PT DECK POSTINTERIOR CEDAR RAIL ANCHORED INTO POSTGALV. STL ANGLE ANCHORED INTO WALL1x6 CEDAR SLATc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:09:17 PMAs indicated11/10/20FVEXT DETAILS -SCREEN &RAILINGA5.810 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541" = 1'-0"HANDRAIL AT UNIT B2 STOOP (UNIT B3 O.H.)D41 1/2" = 1'-0"STOOP RAILING ELEVATIONC43" = 1'-0"STOOP RAILINGPOST HANDRAIL CONNECTIONA43" = 1'-0"STOOP RAILING HANDRAIL TERMINATIONA33" = 1'-0"HANDRAIL POST BASE AT STOOP PLAN DETAILA5AXON - FRONT STOOPA13/4" = 1'-0"DETAIL ELEV - PRIVACY SCREENSD31 1/2" = 1'-0"PLAN DETAIL - UPPER SCREEND11 1/2" = 1'-0"SECTION DETAIL - UPPER SCREEND21 1/2" = 1'-0"PLAN DETAIL - LOWER SCREENB1
A5.7A3A5A5.77' - 4 3/4"7 1/4"8' - 0"3 1/2"10"6' - 0"10"7' - 8"7 1/4"7 1/4"4X4 CEDAR RAFTERS2X8 CEDAR BEAMASSEMBLY W/ ALUM. CAP &DRIP EDGEDECK JOIST TIE, SIMPSONAPVDJT2-65' - 6 1/2"5 1/2"5 1/2"4X6 CEDAR STRUT,THRU-BOLTED TO COLUMN6X6 CEDAR COLUMNPRECAST CONCRETE PIERW/ INTERGAL THREADEDANCHOR, COMPATIBLE W/SIMPSON POST BASEPOST BASE, SIMPSONAPVB66A5.7B3B5A5.79"6' - 0"9"7' - 6"3 1/2"7 1/4"5 1/2"1' - 0 1/4"5' - 10"8' - 0"1' - 1 1/4"1' - 1 1/4"1' - 0 1/4"EQEQ4X4 CEDAR RAFTERS2X8 CEDAR BEAMASSEMBLY W/ ALUM. CAP &DRIP EDGE4X6 CEDAR STRUT,THRU-BOLTED TO COLUMN6X6 CEDAR COLUMN6X6 CEDAR COLUMNPRECAST CONCRETE PIERW/ INTERGAL THREADEDANCHOR, COMPATIBLE W/SIMPSON POST BASEPOST BASE, SIMPSONAPVB664X6 CEDAR BEAM W/ ALUM.CAP & DRIP EDGE5' - 6 1/2"4X4 CEDAR RAFTERS2X8 CEDAR BEAMASSEMBLY W/ ALUM. CAP &DRIP EDGE6X6 CEDAR COLUMN4X6 CEDAR STRUT,THRU-BOLTED TO COLUMN4X6 CEDAR BEAM W/ ALUM.CAP & DRIP EDGEPRECAST CONCRETE PIERW/ INTERGAL THREADEDANCHOR, COMPATIBLE W/SIMPSON POST BASE1/2" GALVANIZED BOLT,THRU-BOLTED TO STRUT W/DECORATIVE WASHER(SIMPSON APVDW56)POST BASE, SIMPSONAPVB661' - 0 1/4"5 1/2"1' - 1 1/4"1"4X4 CEDAR RAFTERS2X8 CEDAR BEAMASSEMBLY W/ ALUM. CAP &DRIP EDGEDECK JOIST TIE, SIMPSONAPVDJT2-66X6 CEDAR COLUMN9"2"3 1/2"5 1/2"4X6 CEDAR STRUT,THRU-BOLTED TO COLUMN1/2" GALVANIZED BOLT,THRU-BOLTED TO STRUT W/DECORATIVE WASHER(SIMPSON APVDW56)4X6 CEDAR BEAM W/ ALUM.CAP & DRIP EDGESTRUT THRU-BOLTED TO 2X8 BEAM ASSEMBLY5 1/2"2X6 SOFFIT IN BOX BEAM6" STRONG DRIVE SDWH TIMBER HEX SCREWS, BEAD OF CAULK WHERE SCREW ENTERS FLASHING2X8 CEDAR BEAMASSEMBLY W/ ALUM. CAP &DRIP EDGEDECK JOIST TIE, SIMPSONAPVDJT2-66X6 CEDAR COLUMN4X4 CEDAR RAFTERS4X6 CEDAR STRUT,THRU-BOLTED TO COLUMN1' - 5 3/4"7 1/4"1' - 6 3/4"2' - 1"10"1"1/2" GALVANIZED BOLT,THRU-BOLTED TO STRUT W/DECORATIVE WASHER(SIMPSON APVDW56)2/31/31/34X4 CEDAR RAFTERS2X8 CEDAR BEAMASSEMBLY W/ ALUM. CAP &DRIP EDGEDECK JOIST TIE, SIMPSONAPVDJT2-66X6 CEDAR COLUMN4X6 CEDAR STRUT,THRU-BOLTED TO COLUMN1/32/31/39"5 1/2"1' - 0 1/4"1' - 1 1/4"4X6 CEDAR STRUT,THRU-BOLTED TO COLUMN4X6 CEDAR BEAM W/ ALUM.CAP & DRIP EDGE3 1/2"5 1/2"7 1/4"4X4 CEDAR RAFTERS2X8 CEDAR BEAMASSEMBLY W/ ALUM. CAP &DRIP EDGE4X6 CEDAR BEAM W/ ALUM.CAP & DRIP EDGE6X6 CEDAR COLUMN4X6 CEDAR STRUT,THRU-BOLTED TO COLUMN4X6 CEDAR STRUT,THRU-BOLTED TO COLUMNSTRUT THRU-BOLTED TO 2X8 BEAM ASSEMBLYBLOCKING IN BEAM ASSEMBLY2X6 CEDAR SOFFIT IN BOX BEAM, NOTCH TO ACCEPT STRUT5 1/2"5 1/2"5 1/2"3 1/2"3 1/2"3 1/2"c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCPERMIT CONFORM SET01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20DescriptionDateRev. No.10/6/2020 10:09:42 AMAs indicated10/6/20ABPERGOLA DETAILSA5.910 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541" = 1'-0"ELEVATION - FRONT OF PERGOLAA11" = 1'-0"PERGOLA ELEVATIOND1PERGOLA WORM'S EYE AXOND31 1/2" = 1'-0"SECTION DETAIL - THRU FRONT BEAMA51 1/2" = 1'-0"ELEVATION DETAIL - PERGOLA FRONTA31 1/2" = 1'-0"ELEVATION DETAIL - PERGOLA SIDEB31 1/2" = 1'-0"SECTION DETAIL - THRU SIDE BEAMB501 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/20
ACBFIBERGLASS INSULATED EXTERIORFIBERGLASS INSULATED EXTERIOR HINGED PATIO DOOREFLUSH 2 PANELSOLID CORE, PT'DFIBERGLASS INSULATED EXTERIORFDOUBLE FLUSH 2 PANELSOLID CORE, PT'DGPOCKETFLUSH 2 PANELSOLID CORE, PT'DJ2 BAY FIBERGLASS OVERHEAD DOORK1 BAY FIBERGLASS OVERHEAD DOORDFIBERGLASS PANELEDINSULATED DOOR20 MIN RATINGC2FIBERGLASS INSULATED EXTERIOR SLIDERD2GALV. STEELINSULATEDDOOR20 MIN RATINGISINGLE PANELACCESS DOORHDOUBLE BIFOLD DOORFROSTED GLASSA2' - 6"BCDE & E*F & F*GH & H*IFCA30204' - 6"2' - 6"2' - 6"4' - 0"2' - 0"1' - 6"2' - 0"3' - 0"2' - 0"2' - 0"2' - 0"1' - 6"4' - 6"IIFCA2626IFCA2640IFCA2616IFCA2636IFCA2616IFCA2616IFCA2646IFCA2616VARIES - SEE ELEVSVARIES - SEE ELEVS2' - 6"2' - 6"2' - 6"1' - 6"IFCA50362' - 6"5' - 0"2' - 6"10' - 0"2' - 6"2' - 6"2' - 6"2' - 6"3' - 6"1' - 6"7' - 6"2' - 6"5' - 0"2' - 6"10' - 0"2' - 6"2' - 6"2' - 6"2' - 6"IFCA50467' - 6"2' - 6"2' - 6"2' - 6"7' - 6"IFCA2636IFCA50365' - 0"2' - 6"3' - 6"5' - 0"2' - 6"IFCA2636IFCA50364' - 6"IFCA2646IFCA5046IFCA30209' - 0"VARIES - SEE ELEVS2' - 0"E* IS O.H.IFCA30203' - 0"3' - 0"3' - 0"KJ7' - 6"IFCA26365' - 0"2' - 6"IFCA26162' - 6"2' - 6"2' - 6"1' - 6"7' - 6"4' - 6"IFCA2646IFCA2646HAWLEY STREET ELEVATION ONLYHAWLEY STREET ELEVATION ONLYc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:09:19 PMAs indicated11/10/20ABDOOR & WINDOWSCHEDULESA6.110 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT19054DOOR SCHEDULE FOR UNIT TYPE A, D & ENUMBER TYPEDOOR MISCCOMMENTSWIDTH HEIGHT RATING HARDWARE001A J 16' - 0" 7' - 0" N/A ENTRY GARAGE DOOR002A D 3' - 0" 6' - 8" 20 MINUTE ENTRY ENTRY DOOR FROM GARAGE003A E 2' - 8" 6' - 8" N/A PRIVACY BEDROOM DOOR004A E 3' - 0" 6' - 8" N/A PASSAGE ELEVATOR / CLOSET DOOR005A E 2' - 6" 6' - 8" N/A PASSAGE CLOSET DOOR009A A 3' - 0" 6' - 8" N/A ENTRY SIDE ENTRY DOOR010A C2 6' - 0" 6' - 8" N/A ENTRY REAR ENTRY DOOR012A D2 2' - 6" 6' - 8" 20 MINUTE PASSAGE WATER HEATER - INSULATED &WEATHERSTRIPPED013A I 2' - 6" 3' - 0" N/A PASSAGE UNDER STAIR STORAGEACCESS101A C2 6' - 0" 6' - 8" N/A ENTRY ENTRY DOOR TO DECK105A E 2' - 6" 6' - 8" N/A PRIVACY BATHROOM DOOR106A E 2' - 0" 6' - 8" N/A PASSAGE CLOSET DOOR201A E 2' - 8" 6' - 8" N/A PRIVACY BEDROOM DOOR202A G 3' - 0" 6' - 8" N/A PASSAGE CLOSET DOOR203A G 3' - 0" 6' - 8" N/A PASSAGE CLOSET DOOR204A E 2' - 8" 6' - 8" N/A PRIVACY BATHROOM DOOR206A H 1' - 3" 6' - 8" N/A PASSAGE LAUNDRY DOOR208A E 2' - 8" 6' - 8" N/A PRIVACY BEDROOM DOOR209A E 2' - 6" 6' - 8" N/A PASSAGE CLOSET DOOR210A E 2' - 8" 6' - 8" N/A PRIVACY BATHROOM DOOR211A E 1' - 6" 6' - 8" N/A PASSAGE CLOSET DOOR1/4" = 1'-0"DOOR LEGEND3/8" = 1'-0"WINDOW LEGENDDOOR SCHEDULE FOR UNIT TYPE B & CNUMBER TYPEDOOR MISCCOMMENTSWIDTH HEIGHT RATING HARDWARE001B K 9' - 0" 7' - 0" N/A GARAGEDOORGARAGE DOOR002B A 3' - 0" 6' - 8" N/A ENTRY FRONT ENTRY DOOR004B D 3' - 0" 6' - 8" 20 MINUTE ENTRY ENTRY DOOR FROM GARAGE005B E 3' - 0" 6' - 8" N/A PASSAGE ELEVATOR / CLOSET DOOR006B E 2' - 8" 6' - 8" N/A PRIVACY FLEX SPACE DOOR009B C2 6' - 0" 6' - 8" N/A PASSAGE UNDER STAIR STORAGEACCESS010B D2 2' - 6" 6' - 8" 20 MINUTE PASSAGE WATER HEATER - INSULATED &WEATHERSTRIPPED012B I 2' - 6" 3' - 0" N/A PASSAGE UNDER STAIR STORAGEACCESS101B B 3' - 0" 7' - 0" N/A ENTRY ENTRY DOOR TO DECK105B E 2' - 8" 6' - 8" N/A PRIVACY BATHROOM DOOR201B E 2' - 8" 6' - 8" N/A PRIVACY BEDROOM DOOR202B G 3' - 0" 6' - 8" N/A PASSAGE CLOSET DOOR203B F 5' - 0" 6' - 8" N/A PASSAGE CLOSET DOOR204B E 2' - 8" 6' - 8" N/A PRIVACY BATHROOM DOOR205B E 2' - 8" 6' - 8" N/A PRIVACY BEDROOM DOOR206B E 3' - 0" 6' - 8" N/A PASSAGE LAUNDRY DOOR209B F 5' - 0" 6' - 8" N/A PASSAGE CLOSET DOOR210B E 2' - 8" 6' - 8" N/A PRIVACY BATHROOM DOOR211B E 2' - 0" 6' - 8" N/A PASSAGE CLOSET DOORUPGRADE DOOR SCHEDULE FOR UNIT TYPE A, D & ENUMBER TYPEDOOR MISCCOMMENTSWIDTH HEIGHT RATING HARDWARE006A E 2' - 8" 6' - 8" N/A PRIVACY OPTION - BATHROOM DOOR007A E 2' - 6" 6' - 8" N/A PASSAGE OPTION - CLOSET DOOR011A D2 3' - 0" 6' - 8" 20 MINUTE OPTION - ELEVATOR / CLOSETDOOR104A E 3' - 0" 6' - 8" N/A PASSAGE OPTION - ELEVATOR / CLOSETDOOR207A E 3' - 0" 6' - 8" N/A PASSAGE OPTION - ELEVATOR / CLOSETDOORUPGRADE DOOR SCHEDULE FOR UNIT TYPE B & CNUMBER TYPEDOOR MISCCOMMENTSWIDTH HEIGHT RATING HARDWARE007B E 2' - 8" 6' - 8" N/A PASSAGE OPTION - CLOSET DOOR008B E 2' - 8" 6' - 8" N/A PRIVACY OPTION - BATHROOM DOOR011B E 3' - 0" 6' - 8" N/A PASSAGE OPTION - ELEVATOR ELECCLOSET104B E 3' - 0" 6' - 8" N/A PASSAGE OPTION - ELEVATOR / CLOSETDOOR208B E 2' - 8" 6' - 8" N/A PASSAGE OPTION - ELEVATOR / CLOSETDOOR115AA3' -0"6' -8"N/AENTRYBALCONY DOORUNIT A ONLYS1D3' -0"6' -8"N/AENTRYSPRINKLER ROOM DOORSPRINKLER ROOM
c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:09:20 PM11/10/20KMROOM SCHEDULESA6.210 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT19054ROOM SCHEDULE - UNITS A, D & EROOM FLOOR BASE TRIM WALLS CEILINGSCOMMENTSNUMBER NAME MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH001A GARAGE CONCRETE SEALED N/A WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3002A HALL PORCELAIN FLOOR TILE PFT-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3003A FLEX SPACE CONCRETE SEALED WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3 ALT. SPACE004A CLOSET PORCELAIN FLOOR TILE PFT-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3005A CL. PORCELAIN FLOOR TILE PFT-1WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3101A LIVING ROOM WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1, 4 GWB-PAINTED PNT-3 PNT-4 ACCENT ON NORTH OR SOUTH NON-WINDOW WALL102A KITCHEN WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1/ PWT-3 GWB-PAINTED PNT-3 PWT-3 BACKSPLASH103A DINING WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTEDPNT-2 GWB-PAINTED PNT-1, 4 GWB-PAINTED PNT-3 PNT-4 ACCENT WALL TBD105A W.C. PORCELAIN FLOOR TILE PFT-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1/ PWT-2 GWB-PAINTED PNT-3106A CLOSET WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTEDPNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3201A M. BEDROOM WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1, 4 GWB-PAINTED PNT-3202A CLOSET WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTEDPNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3203A CLOSET WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTEDPNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3204A M. BATH PORCELAIN FLOOR TILE PFT-3 N/A WOOD-PAINTED PNT-2 GWB-PAINTED/ PORCELAIN WALL TILE PNT-1/ PWT-4 GWB-PAINTED PNT-3 PWT-4 IN SHOWER FULL HEIGHT AND WAINSCOT IN REMAINDER OF ROOM205A HALL WOOD PLANK FLOORING WPF-1WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3206A LAUNDRY LINOLEUM SHEET FLOOR LSF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3208A BEDROOM WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1, 4 GWB-PAINTED PNT-3209A CLOSET WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTEDPNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3210A BATHROOM PORCELAIN FLOOR TILE PFT-3 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3211A LINEN WOOD PLANK FLOORING WPF-1WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3ROOM SCHEDULE - UNITS B & CROOM FLOOR BASE TRIM WALLS CEILINGSCOMMENTSNUMBER NAME MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH001B GARAGE CONCRETE SEALED N/A WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3002B ENTRY PORCELAIN FLOOR TILE PFT-1 WOOD-PAINTED PNT-2 WOOD-PAINTEDPNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3003B HALL PORCELAIN FLOOR TILE PFT-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3005B CLOSET PORCELAIN FLOOR TILE PFT-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3006B FLEX SPACE CONCRETE SEALED WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3 ALT. SPACE101B LIVING ROOM WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1, 4 GWB-PAINTED PNT-3 PNT-4 ACCENT ON SOFA WALL102B DINING WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTEDPNT-2 GWB-PAINTED PNT-1, 4 GWB-PAINTED PNT-3 PNT-4 ACCENT WALL TBD103B KITCHEN PORCELAIN FLOOR TILE PFT-2 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED/ PORCELAIN WALL TILE PNT-1/ PWT-3 GWB-PAINTED PNT-3 PWT-3 BACKSPLASH105B W.C. PORCELAIN FLOOR TILE PFT-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3200B ERV CLOSET PLYWOOD SEALED WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3201B M. BEDROOM WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1, 4 GWB-PAINTED PNT-3202B CLOSET WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTEDPNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3203B CL. WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3204B M. BATH PORCELAIN FLOOR TILE PFT-3 N/A WOOD-PAINTED PNT-2 GWB-PAINTED/ PORCELAIN WALL TILE PNT-1/ PWT-4 GWB-PAINTED PNT-3 PWT-4 IN SHOWER FULL HEIGHT AND WAINSCOT IN REMAINDER OF ROOM205B HALL WOOD PLANK FLOORING WPF-1WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3206B LAUNDRY LINOLEUM SHEET FLOOR LSF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3208B BEDROOM WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3209B CLOSET WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTEDPNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3210B BATHROOM PORCELAIN FLOOR TILE PFT-3 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3211B LINEN WOOD PLANK FLOORING WPF-1WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3UPGRADE ROOM SCHEDULE - UNITS A, D & EROOM FLOOR BASE TRIM WALLS CEILINGSCOMMENTSNUMBER NAME MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH006A BATHROOM CONCRETE SEALED WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3 ALT. SPACE007A CLOSET CONCRETE SEALED WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3 ALT. SPACE011A ELEC CL. CONCRETE SEALED N/A PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3104A ELEV / CL. WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3207A ELEV. / CL. WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3UPGRADE ROOM SCHEDULE - UNITS B & CROOM FLOOR BASE TRIM WALLS CEILINGSCOMMENTSNUMBER NAME MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH007B CLOSET CONCRETE SEALED WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3 ALT. SPACE008B BATHROOM CONCRETE SEALED WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3 ALT. SPAC011B ELEV. CL. CONCRETE SEALED WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3104B ELEV. / CL. WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3207B ELEV. WOOD PLANK FLOORING WPF-1WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3
AABBCCDDEE22113344GARAGE001AENTRY002BGARAGE001BGARAGE001CENTRY002CGARAGE101DFLEX SPACE003CFLEX SPACE006BHALL003BCLOSET005BCLOSET004CFLEX SPACE003ACLOSET004AFLEX SPACE003DCLOSET004DBUILDING AHALL002AHALL002DMECHS1HALL003CBATHROOM OPTIONBATHROOM OPTIONBATHROOM OPTIONBATHROOM OPTIONc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:09:21 PM1/4" = 1'-0"11/10/20ABBLDG A & B -GROUND FLOORREFLECTED CEILING PLANA7.010 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"REFLECTED CEILING PLAN - BLDG A & B - GROUND FLOORA1RCP NOTES:• ALL CEILING SURFACES 1/2" DRYWALL ON STRUCTURE ABOVE UNLESS OTHERWISE NOTED.• DROPPED CEILINGS ARE INDICATED WITH DIAGONAL HATCH AND ARE NOTED WITH ELEVATION MARKER OFF FINISHED FLOOR.• SEE MEP DRAWINGS FOR LIGHTING, IN-CEILING MINI SPLIT CASSETTES, AND REGISTERS FOR ERV SYSTEM.
AABBCCDDEE22113344LIVING ROOM101ADINING103AW.C.105ALIVING ROOM101BKITCHEN103BDINING102BDINING102CKITCHEN103CW.C.105BW.C.105CLIVING ROOM101CLIVING ROOM101DW.C.105DKITCHEN102DDINING103D8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"SEE KITCHEN DETAIL SHEETS FOR DETAILS ON CABINET SOFFITSDROPPED FALSE BEAMDROPPED FALSE BEAMSDROPPED FALSE BEAMDROPPED FALSE BEAMSTABLE BELOWTABLE BELOWELEV.OPTIONCTOPBELOWREF.REF.ELEV.OPTIONISLAND BELOWELEV.OPTIONCTOPBELOWREF.REF.ELEV.OPTIONISLAND BELOWDINING103AA5.4B5c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC01 100% CD PRICING SET 5/4/2002 PERMIT SET 7/15/2003 PERMIT CONFORM SET 10/6/20Description DateRev. No.04 POST CONFORM SET 10/27/2005 REVISED PERMIT SET 11/10/2011/9/2020 8:09:22 PM1/4" = 1'-0"11/10/20AuthorBLDG A & B -FIRST FLOORREFLECTED CEILING PLANA7.110 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"REFLECTED CEILING PLAN - BLDG A & B - FIRST FLOORA5RCP NOTES:• ALL CEILING SURFACES 1/2" DRYWALL ON STRUCTURE ABOVE UNLESS OTHERWISE NOTED.• DROPPED CEILINGS ARE INDICATED WITH DIAGONAL HATCH AND ARE NOTED WITH ELEVATION MARKER OFF FINISHED FLOOR.• SEE MEP DRAWINGS FOR LIGHTING, IN-CEILING MINI SPLIT CASSETTES, AND REGISTERS FOR ERV SYSTEM.
AABBCCDDEE22113344M. BEDROOM201AM. BATH204AHALL205ABEDROOM208ALAUNDRY206ACLOSET209ABATHROOM210ACLOSET202ACLOSET203AM. BEDROOM201BM.BEDROOM201CCLOSET202BM. BATH204BCLOSET202CM. BATH204CBEDROOM208CBEDROOM208BBATHROOM210BBATHROOM210CLAUNDRY206CLAUNDRY206BCL.203BCL.203CM. BEDROOM201DBATHROOM210DBEDROOM208DHALL205DCLOSET209DM. BATH204DLAUNDRY206DCLOSET202DCLOSET203DERV CLOSET200BERV CLOSET200CSLOPESLOPE7' - 2"7' - 2"7' - 2"7' - 2"24" X 30" INSULATED HATCH W/ AIR SEALING GASKET 24" X 30" INSULATED HATCH W/ AIR SEALING GASKETSOFFITS DESIGNED FOR MECHANICAL VENTS -SEE MEP FOR DETAILS. ALL SOFFIT CEILINGS ON SECOND FLOOR SET AT 7-2 AFF.BED BELOWBED BELOWBED BELOWBED BELOWBED BELOWBED BELOWBED BELOWBED BELOWELEVOPTIONELEVOPTIONELEVOPTIONELEVOPTIONKUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comADBC1234512345ADBCc Kuhn Riddle Architects, Inc.This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:11/9/2020 8:09:23 PM1/4" = 1'-0"11/10/20ABBLDG B -SECOND FLOORREFLECTED CEILING PLANA7.210 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"REFLECTED CLG PLAN - BLDG A & B - SECOND FLOORA5RCP NOTES:• ALL CEILING SURFACES 1/2" DRYWALL ON STRUCTURE ABOVE UNLESS OTHERWISE NOTED.• DROPPED CEILINGS ARE INDICATED WITH DIAGONAL HATCH AND ARE NOTED WITH ELEVATION MARKER OFF FINISHED FLOOR.• SEE MEP DRAWINGS FOR LIGHTING, IN-CEILING MINI SPLIT CASSETTES, AND REGISTERS FOR ERV SYSTEM.
SYSTEM DESIGN DATA:OCCUPANCY CLASS: LIGHT HAZARD DESIGN APPLICATIONWATER RATE: .10/1500 SQ. FT. MINIMUM DENSITY: .10BRANCH LINEPIPE HANGERPROVIDE INVERTED "U" PIPECONNECTION EXTEND PIPE TOAVOID LIGHTS AND DIFFUSERSCEILING COVER PLATEFINISH CEILINGCONCEALEDPENDANT HEADTYPICAL CONCEALED PENDANT HEAD PIPING DETAILNOT TO SCALEBRANCH LINEPIPE HANGERFINISH WALLWALL COVER PLATESIDEWALL HEADTYPICAL SIDEWALL HEAD PIPING DETAILNOT TO SCALEEXISTING SPRINKLER PIPEFIRE PROTECTION LEGENDEXISTING SPRINKLER PIPE TO BE REMOVEDSPRINKLER PIPEEXISTING UPRIGHT HEADEXISTING PENDANT HEADEXISTING SIDEWALL HEADUPRIGHT HEADPENDANT HEADSIDEWALL HEADPIPE DOWNPIPE UPBACKFLOW PREVENTER ASSEMBLYVALVE WITH FLOW SWITCHFVALVE WITH TAMPER SWITCHTFIRE PROTECTION SYSTEM RISERFIRE DEPARTMENT CONNECTIONATTIC SPRINKLER HEADCONNECT TO EXISTINGSPRINKLER PIPE RISECONCEALED PENDANT HEADCLOW POINT DRAINPOST INDICATOR VALVETO FIRE DEPT.CONNECTIONCHECK VALVEMAIN DRAINWATER MOTORALARMFIRE DEPT.CONNECTIONMAIN DRAINWATER SERVICE TO 10'-0"OUTSIDE BUILDINGTAMPER SWITCHES ONBACKFLOW PREVENTER BYTHIS CONTRACTOR(TYP.)DOUBLE CHECK BACLFLOW PREVENTERSTRAINERWATER GUAGEMAIN DRAINVALVERETARDINGCHAMBERPRESSURESWITCHALARM TESTSHUTOFF VALVEWET PIPEALARM VALVEAUTOMATIC DRIPVALVESCHEMATIC DETAIL OF WET PIPE SPRINKLER ENTRANCENOT TO SCALESUPPORT PIPE ASREQUIRED. (TYP.)TT24"MOUNT DEVICE12" FROM WALLc Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SETAS NOTEDJGSFIRE PROTECTION LEGENDAND DETAILSFP0.0
FIRE PROTECTION - SECTION 210000PART 1 - GENERAL1.01 RELATED DOCUMENTSA.INCLUDE GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, APPLICABLE PARTS OF DIVISION 1, AND CONDITIONS OF THE CONTRACT AS PART OF THIS SECTION.B.EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS, WHICH AFFECT WORK UNDER THIS, SECTION WHETHER OR NOT, SUCH WORK IS SPECIFICALLYMENTIONED IN THIS SECTION.C.CO-ORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY THE WORK OF THIS SECTION. CO-OPERATE WITH SUCH TRADES TO ASSURE STEADYPROGRESS OF ALL WORK UNDER THE CONTRACT.1.02SCOPE OF WORKA.FURNISH ALL LABOR, MATERIALS, APPURTENANCES AND SERVICES NECESSARY FOR, AND REASONABLY INCIDENTAL TO, THE COMPLETE INSTALLATION OF ALL FIRE PROTECTIONWORK SPECIFIED HEREIN AND/OR INDICATED ON THE DRAWINGS, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING:1.FIRE PROTECTION - FURNISH AND INSTALL A NEW WET PIPE FIRE PROTECTION SYSTEM (INCLUDING A NEW 6” DEDICATED WATER SERVICE FROM THE MAIN IN THE STREET) TOSERVES ALL SPACES IN THE NEW DIALYSIS CENTER..2.THE FIRE PROTECTION SUBCONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS REQUIRED FOR HIS OWN HOISTING, RIGGING, AND SCAFFOLDING DURING THE ENTIRECOURSE OF THE PROJECT.3.NEW WET PIPE ALARM VALVE BACK FLOW PREVENTOR AND SERVICE PIPING..4.PROVIDE A COMPLETE SET OF DRAWINGS STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN MARYLAND.5.SUBMIT PLANS AND CALCULATIONS TO THE OWNER'S INSURANCE UNDERWRITER..B.RELATED WORK, TO BE PERFORMED UNDER OTHER SECTIONS OF HIS SPECIFICATION SHALL INCLUDE THE FOLLOWING:1.WIRING OF FLOW SWITCHES, TAMPER SWITCHES, ELECTRIC BELL AND CONTROL PANEL BACK TO THE FIRE ALARM PANEL SHALL BE BY THE ELECTRICAL SUBCONTRACTOR,COORDINATED AND AS DIRECTED BY THE FIRE PROTECTION SUBCONTRACTOR.2.CUTTING AND PATCHING.1.03SYSTEM DESIGNA.THE FIRE PROTECTION SUBCONTRACTOR SHALL PERFORM A WATER FLOW TEST, AND WITH THIS INFORMATION, SHALL CALCULATE PIPE SIZES, THE NUMBER AND LOCATION OFHEADS, AND ORIFICE SIZES IN ACCORDANCE WITH NFPA 13.B.SPRINKLER HEAD AND PIPE RUN LOCATIONS ARE TO BE DETERMINED BY THE CONTRACTOR BASED ON THE ENGINEERING CALCULATION AND COORDINATED WITH ALL OTHERTRADES. THE FIRE PROTECTION SUBCONTRACTOR SHALL PRODUCE A DESIGN BASED ON ACTUAL AVAILABLE WATER PRESSURE AND SUBMIT IT TO THE ARCHITECT FOR APPROVALBEFORE BEGINNING FABRICATION AND INSTALLATION.C.DESIGN CRITERIA: PIPE SIZING AND SPRINKLER HEAD LAYOUT SHALL BE DESIGNED BY THE CONTRACTOR AND SHALL INCLUDE PIPE ROUTING, ZONING, AND SPRINKLER HEADLOCATION. LOCATION OF PIPING AND HEADS SHALL BE COORDINATED WITH ALL OTHER TRADES. ACTUAL PIPE SIZING, TYPES OF HEADS, AND LAYOUT SHALL BE BASED ON AHYDRAULICALLY DESIGNED SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13. THE FOREST HILL FIRE DEPARTMENT, AND THE INSURANCE UNDERWRITER. LOCATIONOF SPRINKLER HEADS SHALL BE CENTERED IN TILES AND SPACING SHALL MEET NFPA-13. THE FIRE PROTECTION SUBCONTRACTOR SHALL PREPARE WORKING DRAWINGS ANDHYDRAULIC CALCULATIONS PER NFPA 13 AND SHALL OBTAIN FIRE DEPARTMENT AND INSURANCE UNDERWRITER APPROVAL PRIOR TO START OF WORK. THE FIRE PROTECTIONSUBCONTRACTOR SHALL PERFORM WATER FLOW TESTS OR OBTAIN WATER FLOW DATA IN WRITING FROM LOCAL AUTHORITY. CO-ORDINATE WORK OF THIS SECTION WITH ALLTRADES TO AVOID INTERFERENCE WITH DUCTWORK, HVAC AND PLUMBING, PIPING, ELECTRICAL WORK, STRUCTURE, ETC. FINAL SPRINKLER HEAD LOCATIONS SHALL BE SUBJECT TOARCHITECT'S APPROVAL.1.04QUALITY ASSURANCEA.MANUFACTURERS: FIRMS REGULARLY ENGAGED IN MANUFACTURE OF FIRE PROTECTION PIPING SYSTEMS PRODUCTS, OF TYPES, MATERIALS, AND SIZES REQUIRED, WHOSEPRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR NOT LESS THAN FIVE (5) YEARS.B.NFPA CODE: COMPLY WITH ANSI/NFPA 13, "INSTALLATION OF SPRINKLER SYSTEM".C.FM COMPLIANCE: COMPLY WITH FACTORY MUTUAL "APPROVAL GUIDE".D.FM LABELS: PROVIDE SPRINKLER PRODUCTS BEARING FM APPROVAL LABELS.E.UL LABELS: PROVIDE FIRE SPRINKLER PIPING PRODUCTS, WHICH HAVE BEEN APPROVED AND LABELED BY UNDERWRITERS LABORATORIES.F.LOCAL FIRE DEPARTMENT/MARSHALL REGULATIONS: COMPLY WITH GOVERNING REGULATIONS PERTAINING TO FIRE SPRINKLER PIPING. REVIEW PROPOSED SYSTEM WITH SAIDOFFICIALS PRIOR TO COMMENCING WORK.G.FINAL INSTALLATION OF SYSTEM IS SUBJECT TO APPROVAL BY OWNER'S INSURER'S RATING ORGANIZATION AND LOCAL FIRE DEPARTMENT.H.EQUALITY OF MATERIALS OR ARTICLES OTHER THAN THOSE NAMED OR DESCRIBED IN THIS SECTION WILL BE DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE GENERALREQUIREMENTS, EXCEPT THAT SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR ITEMS WHERE THE WORDS, "OR EQUAL" APPEAR IN THE PRODUCT SPECIFICATION.I.THE FIRE PROTECTION SUBCONTRACTOR SHALL AGREE TO ACCEPT AS FINAL THE RESULTS OF TESTS SECURED BY A QUALIFIED TESTING LABORATORY ENGAGED BY THE OWNER.TESTS WILL BE CONDUCTED IN ACCORDANCE WITH THE GENERAL REQUIREMENTS.1.05CODES, ORDINANCES AND INSPECTIONSA.ALL MATERIALS AND THE INSTALLATION THEREOF SHALL CONFORM TO THE REQUIREMENTS OF THE MARYLAND STATE BUILDING CODE, ELECTRICAL CODE, INTERNATIONAL FUEL GASAND PLUMBING CODE AND LOCAL LAWS, RULES, REGULATIONS, AND CODES PERTAINING THERETO. WHERE PROVISIONS OF THE CONTRACT DOCUMENTS CONFLICT WITH ANYCODES, RULES OR REGULATIONS, THE LATTER SHALL GOVERN.WHERE THE CONTRACT REQUIREMENTS ARE IN EXCESS OF APPLICABLE CODES, RULES OR REGULATIONS, THE CONTRACT PROVISIONS SHALL GOVERN UNLESS THEARCHITECT RULES OTHERWISE.B.THE FIRE PROTECTION SUBCONTRACTOR SHALL COMPLY WITH THE LOCAL CODE ENFORCEMENT OFFICIALS' INSTRUCTIONS AT NO ADDITIONAL COST TO THE OWNER. REVIEWPROPOSED SYSTEM WITH SAID OFFICIALS PRIOR TO COMMENCING WORK.1.06INSTALLATION REQUIREMENTSA.THE FIRE PROTECTION SUBCONTRACTOR SHALL EMPLOY ONLY COMPETENT AND EXPERIENCED WORKMEN AT A REGULAR SCHEDULE IN HARMONY WITH THE OTHER TRADESMEN ONTHE JOB. HE SHALL ALSO EXERCISE CARE AND SUPERVISION OF HIS EMPLOYEES IN REGARD TO PROPER AND EXPEDITIOUS LAYING OUT OF HIS WORK.B.THE FIRE PROTECTION SUBCONTRACTOR SHALL HAVE A FOREMAN OR SUPERINTENDENT ASSIGNED TO THE PROJECT WHO SHALL BE AUTHORIZED TO MAKE DECISIONS AND RECEIVEINSTRUCTIONS EXACTLY AS IF THE FIRE PROTECTION SUBCONTRACTOR HIMSELF WERE PRESENT. THE FOREMAN OR SUPERINTENDENT SHALL NOT BE REMOVED OR REPLACEDWITHOUT THE EXPRESS APPROVAL OF THE ARCHITECT AFTER CONSTRUCTION WORK BEGINS.C.THE FIRE PROTECTION SUBCONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY INJURIES OR DAMAGE DONE TO THE BUILDING PREMISES OR ADJOINING PROPERTY OR TO OTHERSUBCONTRACTORS' WORK RESULTING FROM THE EXECUTION OF HIS PART OF THE WORK IN ANY MANNER WHATSOEVER; AND IN CASE OF DISPUTE ARISING AS TO THE EXTENT ORSHARE OF RESPONSIBILITY INCURRED BY THE FIRE PROTECTION SUBCONTRACTOR, IT IS AGREED BETWEEN THE OWNER AND THE FIRE PROTECTION SUBCONTRACTOR THAT SUCHLIABILITY AND EXTENT OF DAMAGE SHALL BE FINALLY DETERMINED BY THE ARCHITECT WHOSE DECISION SHALL BE FINAL AND BINDING ON BOTH PARTIES TO THE CONTRACT FORTHE WORK IN QUESTION.D.THE FIRE PROTECTION SUBCONTRACTOR SHALL CO-OPERATE TO THE FULLEST EXTENT WITH ALL OTHER TRADES IN ORDER TO EXPEDITE THE PROGRESS OF THE WORK. HE SHALLFURNISH ALL INFORMATION PERTAINING TO HIS MATERIALS AS TO SIZES, LOCATIONS, AND MEANS OF SUPPORT, TO ALL OTHER TRADES REQUIRING SUCH INFORMATION. THE FIREPROTECTION SUBCONTRACTOR SHALL ALSO FURNISH ALL SLEEVES, FRAMES, BEAMS, SUPPORTS, INSERTS, ETC., HEREINAFTER SPECIFIED SO THAT THE GENERAL CONTRACTORMAY BUILD THEM IN PLACE. IN CASE OF FAILURE ON THE PART OF THE FIRE PROTECTION SUBCONTRACTOR TO GIVE PROPER INFORMATION, AS ABOVE, HE WILL BE REQUIRED TOBEAR THE EXTRA EXPENSE INVOLVED DUE TO SUCH FAILURE.E.THE ARRANGEMENT OF ALL PIPING, DUCTWORK, CONDUIT, WIRE AND CABLE INDICATED ON THE DRAWINGS IS DIAGRAMMATIC ONLY, AND INDICATES THE MINIMUM REQUIREMENTS OFTHIS WORK. CONDITIONS AT THE BUILDING SHALL DETERMINE THE ACTUAL ARRANGEMENT OF RUNS, BENDS, OFFSETS, ETC.F.THE FIRE PROTECTION SUBCONTRACTOR SHALL LAY OUT ALL HIS WORK AND BE RESPONSIBLE FOR THE ACCURACY THEREOF. CONDITIONS AT THE BUILDING SHALL BE THEDETERMINING FACTOR FOR ALL MEASUREMENTS. IN NO CASE SHALL PIPING BE INSTALLED LATERALLY IN THICKNESS OF SLAB OR DECK.G.ALL WORK SHALL BE LAID OUT AND INSTALLED SO AS TO REQUIRE THE LEAST AMOUNT OF CUTTING AND PATCHING. DRILLING OF ALL HOLES REQUIRED FOR THE INSTALLATION OFPIPES, CONDUIT, AND CABLE RUNS SHALL BE PERFORMED BY THE SUBCONTRACTOR INSTALLING SUCH ITEMS. ALL PIPING SHALL BE INSTALLED CONCEALED IN FINISHED SPACES.H.THE FIRE PROTECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER PROTECTION OF HIS WORK AND MATERIALS FROM INJURY OR LOSS AT THE HANDS OF OTHERSAND SHALL MAKE GOOD SUCH LOSS OR INJURY AT HIS OWN EXPENSE. ALL PIPES LEFT OPEN DURING THE PROGRESS OF THE WORK SHALL BE CAPPED OR PLUGGED AT ALL TIMES.ALL INSTRUMENTS AND OPERATING APPARATUS SHALL BE PROTECTED BY SUITABLE MEANS.I.THE FIRE PROTECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL EQUIPMENT AND MATERIALS INSTALLED UNDER THIS SECTION UNTIL THE FINAL ACCEPTANCE OF THEPROJECT BY THE OWNER.J.THE FIRE PROTECTION SUBCONTRACTOR SHALL CHECK ALL OF THE ARCHITECTURAL PLANS AND SPECIFICATIONS AND SHALL FIELD VERIFY ALL EXISTING CONDITIONS BEFOREORDERING ANY MATERIALS AND THE INSTALLATION OF WORK. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.1.07PRODUCTSA.WITH THE EXCEPTION OF ITEMS SPECIFICALLY NOTED OTHERWISE, ALL MATERIALS USED SHALL BE U.S. MADE, NEW, FULL WEIGHT, AND FIRST CLASS IN EVERY RESPECT, WITHOUTDEFECTS, AND DESIGNED TO FUNCTION PROPERLY IN THAT PORTION OF THE WORK FOR WHICH THEY ARE INTENDED, AND WITH THE SAME BRAND OF MANUFACTURERS FOR EACHCLASS OF MATERIAL OR EQUIPMENT. ELECTRICAL MATERIALS AND EQUIPMENT OF TYPES FOR WHICH THERE ARE UNDERWRITERS LABORATORIES STANDARD REQUIREMENTS,LISTINGS, OR LABELS SHALL CONFORM TO THEIR REQUIREMENTS AND BE SO LABELED.1.08SUBMITTALSA.BEFORE ORDERING MATERIALS SHIPPED TO THE JOB, THE FIRE PROTECTION SUBCONTRACTOR SHALL SUBMIT TO THE ARCHITECT EIGHT (8) SETS OF CATALOGUE CUTS ORMANUFACTURERS' DATA SHEETS, GIVING ALL DETAILS, DIMENSIONS, CAPACITIES, ETC. OF ALL MATERIALS TO BE FURNISHED.B.SUBMIT HYDRAULIC CALCULATIONS AND SCALED LAYOUT DRAWINGS FOR FIRE PROTECTION PIPE AND FITTINGS INCLUDING, BUT NOT NECESSARILY LIMITED TO, PIPE AND TUBESIZES, LOCATIONS, ELEVATIONS AND SLOPES OF HORIZONTAL RUNS, WALL AND FLOOR PENETRATIONS, AND CONNECTIONS. SHOW INTERFACE AND SPATIAL RELATIONSHIPBETWEEN PIPING AND PROXIMATE EQUIPMENT.1.SHOP DRAWINGS ARE SUBJECT TO REVIEW AND WILL REQUIRE APPROVAL BY OWNER'S INSURER'S RATING ORGANIZATION AND THE FOREST HILL FIRE DEPARTMENT PRIOR TOSUBMITTING TO THE ARCHITECT FOR APPROVAL.2.THE FIRE PROTECTION SUBCONTRACTOR SHALL CHECK THE SHOP DRAWINGS THOROUGHLY FOR COMPLIANCE WITH THE PLANS AND SPECIFICATIONS BEFORE SUBMITTING THEMTO THE ARCHITECT FOR REVIEW, MAKING ANY AND ALL CHANGES, WHICH MAY BE REQUIRED.3.THE REVIEW OF SHOP DRAWINGS BY THE ARCHITECT SHALL NOT RELIEVE THE FIRE PROTECTION SUBCONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK STRICTLY INACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS. THE RESPONSIBILITY FOR ERRORS IN SHOP DRAWINGS SHALL REMAIN WITH THE INDIVIDUAL SUBCONTRACTOR.4.IN THE EVENT THAT MATERIALS ARE BEING DELIVERED TO OR INSTALLED ON THE JOB FOR WHICH SHOP DRAWINGS OR SAMPLES HAVE NOT BEEN APPROVED AND/OR WHICH ARENOT IN ACCORDANCE WITH THE SPECIFICATIONS, THE FIRE PROTECTION SUBCONTRACTOR WILL BE REQUIRED TO REMOVE SUCH MATERIALS AND SUBSTITUTE APPROVED MATERIALSAT HIS OWN EXPENSE AND AS DIRECTED BY THE ARCHITECT.5.SUBMIT CERTIFICATE UPON COMPLETION OF FIRE PROTECTION PIPING WORK, WHICH INDICATES THAT WORK HAS BEEN TESTED IN ACCORDANCE WITH ANSI/NFPA 13, AND ALSOTHAT SYSTEM IS OPERATIONAL, COMPLETE, AND HAS NO DEFECTS.1.09PERMITS, FEES AND INSPECTIONSA.THE FIRE PROTECTION SUBCONTRACTOR SHALL SECURE ALL PERMITS AND PAY ALL FEES REQUIRED FOR HIS WORK. HE SHALL BE REQUIRED TO SECURE ALL OTHER PERMITS ANDPAY ALL OTHER FEES AND CHARGES INCIDENTAL TO THE PROPER CARRYING OUT OF THE CONTRACT. HE IS TO ASSUME ALL RESPONSIBILITY REGARDING THE OBSERVANCE OF THERULES AND REGULATIONS SO FAR AS THEY RELATE TO HIS PART OF THE WORK.B.THE FIRE PROTECTION SUBCONTRACTOR SHALL ARRANGE AND PAY FOR ALL REQUIRED INSPECTIONS OF HIS WORK.1.10TEMPORARY HOOK-UPSA.THE GENERAL CONTRACTOR WILL PROVIDE ANY TEMPORARY HOOK-UPS REQUIRED FOR THE USE OF WATER OR SANITARY FOR CONSTRUCTION PURPOSES AND TESTING OUTAPPARATUS AS SPECIFIED IN DIVISION 1.1.11PLANS AND SPECIFICATIONSA.THE FIRE PROTECTION SUBCONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS OF INTERIOR DETAILS, PLANS, ELEVATIONS, AND STRUCTURAL LAYOUT IN PREPARINGHIS BID. THESE DOCUMENTS ARE INTENDED TO SUPPLEMENT THE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS AND ANY APPLICABLE WORK INDICATED OR IMPLIEDTHEREON IS TO BE CONSIDERED A PART OF THE CONTRACT REQUIREMENTS.B.THE SPECIFICATIONS AND PLANS ARE COMPLEMENTARY AND ANYTHING CALLED FOR, OR REASONABLY IMPLIED, IN THE PLANS AND NOT IN THE SPECIFICATIONS, OR VICE VERSA,SHALL BE CONSIDERED AS CALLED FOR OR REASONABLY IMPLIED IN BOTH.C.THE FIRE PROTECTION SUBCONTRACTOR SHALL NOT SCALE THE DRAWINGS.D.BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS AND ACCESSORIES THAT MAY BE REQUIRED. THE FIRE PROTECTIONSUBCONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISH CONDITIONS AFFECTING ALL HIS WORK AND SHALL ARRANGE SUCH WORK ACCORDINGLY,FURNISHING SUCH FITTINGS, TRAPS, OFFSETS, VALVES, AND ACCESSORIES AS MAY BE REQUIRED TO MEET SUCH CONDITIONS, AT NO ADDITIONAL COST.1.12PRODUCT HANDLINGA.THE FIRE PROTECTION SUBCONTRACTOR SHALL PROVIDE FOR THE DELIVERY OF ALL HIS MATERIALS AND EQUIPMENT TO THE BUILDING SITE WHEN REQUIRED, SO AS TO CARRY ONHIS WORK EFFICIENTLY AND TO AVOID DELAYING HIS WORK AND THAT OF OTHER TRADES.1.13ENVIRONMENTAL CONDITIONSA.ALL NECESSARY TOOLS MACHINERY, SCAFFOLDING, AND TRANSPORTATION FOR COMPLETION OF HIS CONTRACT SHALL BE PROVIDED BY THE FIRE PROTECTION SUBCONTRACTOR.B.THE FIRE PROTECTION SUBCONTRACTOR SHALL PROVIDE HIS OWN PORTABLE EXTENSION LINES AND OBTAIN 120 VOLT, 60 CYCLE, SINGLE PHASE ELECTRIC ENERGY FROM THEGENERAL CONTRACTOR TO DRIVE HIS MACHINES AND LIGHT HIS WORK. HE SHALL PROVIDE HIS OWN LIGHT BULBS, PLUGS, SOCKETS, ETC.C.ALL BROKEN OR WASTE MATERIAL, RAGS, PACKING, ETC., RESULTING FROM HIS WORK SHALL BE REMOVED BY THE INDIVIDUAL SUBCONTRACTOR.1.14WORK CONCEALEDA.ALL PIPING SHALL BE INSTALLED EXPOSED EXCEPT WHERE PIPING IS TO BE INSTALLED ABOVE NEW ACOUSTIC CEILINGS. WHERE CEILINGS ARE INSTALLED SPRINKLERS SHALL BEINSTALLED ABOVE AND BELOW THE CEILING.B.PIPING CONTAINING WATER SHALL NOT BE INSTALLED CONCEALED IN WALLS HAVING AN EXTERIOR EXPOSURE ABOVE GRADE.1.15OPERATING AND MAINTENANCE MANUALSA.AFTER ALL FINAL TESTS AND ADJUSTMENTS HAVE BEEN COMPLETED, FULLY INSTRUCT THE PROPER OWNER'S REPRESENTATIVE IN ALL DETAILS OF OPERATION OF EQUIPMENTINSTALLED. SUPPLY QUALIFIED PERSONNEL TO OPERATE EQUIPMENT FOR SUFFICIENT LENGTH OF TIME TO ASSURE THAT OWNER'S REPRESENTATIVE IS PROPERLY QUALIFIED TOTAKE OVER OPERATION AND MAINTENANCE PROCEDURES.B.FURNISH THE ARCHITECT, FOR HIS APPROVAL, THREE (3) COPIES OF AN OPERATION AND MAINTENANCE MANUAL. INSCRIBE THE FOLLOWING IDENTIFICATION ON THE COVER: THEWORDS, "OPERATION AND MAINTENANCE MANUAL", THE NAME AND LOCATION OF THE EQUIPMENT OR THE BUILDING, THE NAME OF THE SUBCONTRACTOR, AND THE CONTRACTNUMBER. THE MANUAL SHALL HAVE A TABLE OF CONTENTS WITH TAB SHEETS PLACED BEFORE EACH SECTION. THE INSTRUCTIONS SHALL BE LEGIBLE AND EASILY READ, WITHLARGE SHEETS OF DRAWINGS FOLDED IN. THE MANUALS SHALL BE BOUND IN HARD BINDERS OR AN APPROVED EQUIVALENT.C.THE MANUAL SHALL INCLUDE THE FOLLOWING INFORMATION:1.DESCRIPTION OF SYSTEMS.2.DESCRIPTION OF START-UP, OPERATION, AND SHUTDOWN.3.SCHEDULE OF ADJUSTMENT, CARE, AND ROUTINE MAINTENANCE FOR EACH ITEM OF EQUIPMENT.4.LUBRICATION CHART.5.WIRING AND CONTROL DIAGRAMS WITH DATA TO EXPLAIN DETAILED OPERATION AND CONTROL OF EACH ITEM OF EQUIPMENT.6.VALVE CHART.7.LIST OF RECOMMENDED SPARE PARTS.8.COPIES OF ALL SERVICE CONTRACTS.9.PERFORMANCE CURVES FOR PUMPS, ETC.10.LISTS OF ALL NAMES, ADDRESSES, AND PHONE NUMBERS OF ALL SUBCONTRACTORS AS WELL AS THE LOCAL REPRESENTATIVE FOR EACH ITEM OF EQUIPMENT.1.16GUARANTEEA.THE FIRE PROTECTION SUBCONTRACTOR SHALL GUARANTEE THE SATISFACTORY OPERATION OF HIS WORK IN ALL PARTS FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF FINALACCEPTANCE, AND SHALL AGREE TO PROMPTLY REPAIR OR REPLACE ANY ITEMS OF HIS WORK WHICH ARE FOUND TO BE DEFECTIVE DURING THIS PERIOD.B.THE FIRE PROTECTION SUBCONTRACTOR SHALL PAY FOR REPAIR OF DAMAGE TO THE BUILDING CAUSED BY DEFECTS IN HIS WORK AND FOR REPAIR TO PLASTER, WOOD, AND OTHERMATERIALS OR EQUIPMENT CAUSED BY REPLACEMENT OR REPAIRS TO THE ENTIRE SATISFACTION OF THE ARCHITECT.C.ANY PART OF THE WORK INSTALLED UNDER THIS CONTRACT REQUIRING EXCESSIVE MAINTENANCE SHALL BE CONSIDERED AS BEING DEFECTIVE.1.17RECORD DRAWINGSA.REFER TO DIVISION 1 FOR RECORD DRAWINGS.B.RECORD DRAWINGS SHALL REFLECT ALL CHANGES FROM THE CONTRACT DRAWINGS WHETHER BY CHANGE ORDER OR BY FIELD CONDITIONS. PRINCIPAL DIMENSIONS SHALL BEINDICATED OF CONCEALED WORK, FIRE PROTECTION LINES, VALVES, AND ZONE FLOW SWITCHES. ALL CHANGES MUST BE CLEARLY MARKED WITH A BUBBLE DRAWN AROUND THEAREA OF WORK EFFECTED BY THE CHANGE.C.CO-ORDINATION OF TRADES1.THE FIRE PROTECTION SUBCONTRACTOR SHALL GIVE FULL CO-OPERATION TO THE SUBCONTRACTORS OF OTHER TRADES, AND SHALL FURNISH ANY INFORMATION NECESSARY TOPERMIT THE WORK OF ALL TRADES TO BE INSTALLED SATISFACTORILY AND WITH LEAST POSSIBLE INTERFERENCE OR DELAY.2.IN AREAS WHERE CONFLICTS MAY OCCUR, IF SO DIRECTED BY THE ARCHITECT, THIS SUBCONTRACTOR SHALL PREPARE COMPOSITE SKETCHES AT A SUITABLE SCALE, NOT LESSTHAN 1/4" = 1'_0", CLEARLY SHOWING HOW HIS WORK IS TO BE INSTALLED IN RELATION TO THE WORK OF OTHER TRADES.3.PIPING AND OTHER EQUIPMENT SHALL NOT BE INSTALLED IN CONGESTED AND POSSIBLE PROBLEM AREAS BY THIS SUBCONTRACTOR WITHOUT FIRST COORDINATING THEINSTALLATION OF SAME WITH OTHER TRADES AND THE ARCHITECT. THIS SUBCONTRACTOR, AT HIS OWN EXPENSE, SHALL RELOCATE ALL UNCOORDINATED PIPING AND OTHEREQUIPMENT INSTALLEDSHOULD THEY INTERFERE WITH THE PROPER INSTALLATION AND MOUNTING OF ELECTRICAL EQUIPMENT, DUCTWORK, PIPING, HUNG CEILINGS, AND OTHER STRUCTURALFINISHES INSTALLED BY OTHER TRADES.4.THIS SUBCONTRACTOR SHALL CO-ORDINATE THE ELEVATIONS OF ALL PIPING AND EQUIPMENT IN HUNG CEILINGS FOR THE INSTALLATION OF RECESSED LIGHTING FIXTURES, DUCTBOXES, ETC. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR A DECISION BEFORE THE PIPING AND/OR EQUIPMENT OF OTHER TRADES IS INSTALLED.5.IN AREAS WHERE, DUE TO CONSTRUCTION CONDITIONS, MORE THAN ONE TRADE IS REQUIRED TO USE COMMON OPENINGS IN CHASES, SHAFTS AND SLEEVES FOR THE PASSAGEOF CONDUITS, RACEWAYS, PIPING, DUCTWORK AND OTHER MATERIALS, THIS SUBCONTRACTOR MUST PLAN AND LOCATE THE POSITIONS OF EQUIPMENT TO BE FURNISHED UNDER THISSECTION SO THAT ALL ITEMS INCLUDING PIPING AND/OR EQUIPMENT OF OTHER TRADES MAY BE ACCOMMODATED WITHIN THE SPACE AVAILABLE. LOCATION AND POSITIONING SHALL BEDONE PRIOR TO INSTALLATION OF SAME AND TO THE SATISFACTION OF THE ARCHITECT.6.THIS SUBCONTRACTOR, BEFORE INSTALLING HIS WORK, SHALL SEE THAT IT DOES NOT INTERFERE WITH THE CLEARANCES REQUIRED FOR FINISHED COLUMNS, PILASTERS,PARTITIONS OR WALLS, AS SHOWN ON THE CONTRACT ARCHITECTURAL OR STRUCTURAL DRAWINGS SHOWING FOUNDATIONS, FLOOR PLANS, ROOF PLANS, AND DETAILS.7.PIPING WORK THAT IS INSTALLED UNDER THIS CONTRACT WHICH INTERFERES WITH THE ARCHITECTURAL DESIGN OR BUILDING STRUCTURE, SHALL BE CHANGED AS DIRECTED BYTHE ARCHITECT, AND ALL COSTS INCIDENTAL TO SUCH CHANGES SHALL BE PAID BY THIS SUBCONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.PART 2 - MATERIALS2.01FIRE PROTECTION PIPING MATERIALS AND PRODUCTSA.PROVIDE PIPING MATERIALS AND FACTORY-FABRICATED PIPING PRODUCTS OF SIZES, TYPES, PRESSURE RATINGS, TEMPERATURE RATINGS, AND CAPACITIES AS INDICATED. WHERENOT INDICATED, PROVIDE PROPER SELECTION AS DETERMINED BY INSTALLER TO COMPLY WITH INSTALLATION REQUIREMENTS. PROVIDE SIZES AND TYPES MATCHING PIPING ANDEQUIPMENT CONNECTIONS; PROVIDE FITTINGS OF MATERIALS, WHICH MATCH PIPE MATERIALS USED IN FIRE PROTECTION PIPING SYSTEMS. WHERE MORE THAN ONE TYPE OFMATERIAL OR PRODUCT IS INDICATED, SELECTION IS INSTALLER'S OPTION.B.BASIC IDENTIFICATION1.SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE MECHANICAL IDENTIFICATION MATERIALS OF ONE OF THE FOLLOWING:ALLEN SYSTEMS, INC.BRADY (W. H.) CO.; SIGNMARK DIV.INDUSTRIAL SAFETY SUPPLY CO., INC.SETON NAME PLATE CORP.2.PROVIDE MANUFACTURER'S STANDARD PRE-PRINTED, SEMI-RIGID, SNAP-ON, COLOR-CODED PIPE MARKERS, COMPLYING WITH ANSI A13.1.a.FOR EXTERNAL DIAMETERS LESS THAN 6", PROVIDE FULL-BAND PIPE MARKERS, EXTENDING 360O AROUND PIPE AT EACH LOCATION, FASTENED AS FOLLOWS:SNAP-ON APPLICATION OF PRE-TENSIONED, SEMI-RIGID PLASTIC PIPE MARKER.b.LETTERING: MANUFACTURER'S STANDARD PRE-PRINTED NO-MENCLATURE, WHICH BEST DESCRIBES PIPING SYSTEM IN EACH INSTANCE, AS SELECTED BY ARCHITECT.c.LOCATE PIPE MARKERS AS FOLLOWS:(1)NEAR EACH VALVE AND CONTROL DEVICE.(2)SPACED INTERMEDIATELY AT MAXIMUM SPACING OF 50' ALONG EACH PIPING RUN, EXCEPT REDUCE SPACING TO 25' IN CONGESTED AREAS OF PIPING AND EQUIPMENT.(3)BRANCH PIPING NEED NOT BE MARKED.3.PROVIDE MANUFACTURER'S STANDARD SOLID BRASS VALVE TAGS WITH PRINTED ENAMEL LETTERING, WITH PIPING SYSTEM ABBREVIATION IN APPROXIMATELY 3/16" HIGH LETTERSAND SEQUENCED VALVE NUMBERS APPROXIMATELY 3/8" HIGH, AND WITH 5/32" HOLE FOR FASTENER. PROVIDE TAGS ON ALL VALVES AND CONTROL DEVICES.a.PROVIDE 1-1/8" SQ. BRASS TAGS WITH BLACK LETTERING.b.PROVIDE MANUFACTURER'S STANDARD SOLID BRASS CHAIN (WIRE LINK OR BEADED TYPE), OR SOLID BRASS S_HOOKS OF THE SIZES REQUIRED FOR PROPER ATTACHMENT OFTAGS TO VALVES, AND MANUFACTURED SPECIFICALLY FOR THAT PURPOSE.c.SUBMIT VALVE SCHEDULE FOR PIPING SYSTEM, TYPEWRITTEN AND REPRODUCED ON 8_1/2" X 11" BOND PAPER. TABULATE VALVE NUMBER, PIPING SYSTEM, SYSTEM ABBREVIATION(AS SHOWN ON TAG), LOCATION OF VALVE (ROOM OR SPACE), AND VARIATIONS FOR IDENTIFICATION (IF ANY). MARK VALVES, WHICH ARE INTENDED FOREMERGENCY SHUT-OFF AND SIMILAR SPECIAL USES, BY SPECIAL "FLAGS", IN MARGIN OF SCHEDULE. IN ADDITION TO MOUNTED COPIES, FURNISH EXTRA COPIESFOR MAINTENANCE MANUALS AS SPECIFIED IN DIVISION 1.d.FOR EACH PAGE OF VALVE SCHEDULE, PROVIDE GLAZED DISPLAY FRAME, WITH SCREWS FOR REMOVABLE MOUNTING ON MASONRY WALLS. PROVIDE FRAMES OF FINISHEDHARDWOOD OR EXTRUDED ALUMINUM, WITH SSB_GRADE SHEET GLASS.e.MOUNT VALVE SCHEDULE FRAMES AND SCHEDULES IN ROOMS WHERE INDICATED OR, IF NOT OTHERWISE INDICATED, WHERE DIRECTED BY ARCHITECT.f.FURNISH COMPLETE CHART AND FLOW DIAGRAM OF ENTIRE SYSTEM LISTING THE VALVE NUMBER, FLUID CONTROLLED, AND ZONE REFERENCE LOCATION FOR ALL VALVESCORRESPONDING TO THE TAG NUMBERS. THE CHART SHALL BE FRAMED UNDER GLASS AND HUNG IN THE FIRE PROTECTION EQUIPMENT ROOM WHERE DIRECTED.FURNISH TWO (2) EXTRA COPIES OF THE CHART TO THE ARCHITECT.g.FURNISH AND INSTALL A LAMINATED RED PHENOLIC PLATE WITH ENGRAVED WHITE LETTERING FOR EACH ZONE CONTROL FLOW SWITCH AND ISOLATION VALVE. NAMEPLATESSHALL BE LOCATED ADJACENT TO ALL EXPOSED AND CONCEALED VALVES, APPROXIMATELY 12" BELOW FINISHED CEILING.2.02PIPE, TUBE, AND FITTINGSA.INTERIOR PIPING1.BLAZE MASTER: PVC, A 106 OR A 120: EXCEPT COMPLY WITH ASTM A 53 OR A 106 WHERE CLOSE COILING OR BENDING IS REQUIRED.2.BLAZE MASTER: PVC.a.PIPE WEIGHT: SCHEDULE 40.b.FITTINGS: CLASS 125, GLUED.c.FITTINGS: GLUED OR MECHANICAL COUPLING.(1)COUPLING HOUSINGS DESCRIPTION: GROOVED MECHANICAL TYPE, WHICH ENGAGES GROOVED OR SHOULDERED PIPE ENDS, ENCASING AN ELASTOMERIC GASKET WHICHBRIDGES PIPE ENDS TO CREATE SEAL. CAST IN TWO OR MORE PARTS, SECURE TOGETHER DURING ASSEMBLY WITH NUTS AND BOLTS. PERMIT DEGREE OF CONTRACTION ANDEXPANSION AS SPECIFIED IN MANUFACTURER'S LATEST PUBLISHED LITERATURE.(2)GASKETS: MECHANICAL GROOVED COUPLING DESIGN, PRESSURE RESPONSIVE SO THAT INTERNAL PRESSURE SERVES TO INCREASE SEAL'S TIGHTNESS, CONSTRUCTED OFELASTOMERS HAVING PROPERTIES AS DESIGNATED BY ASTM D 2000.(3)BOLTS AND NUTS: HEAT-TREATED CARBON STEEL, ASTM A 183, MINIMUM TENSILE 110,000-PSI.(4)BRANCH STUB-INS: UPPER HOUSING WITH FULL LOCATING COLLAR FOR RIGID POSITIONING ENGAGING MACHINE-CUT HOLE IN PIPE, ENCASING ELASTOMERIC GASKETCONFORMING TO PIPE OUTSIDE DIAMETER AROUND HOLE, AND LOWER HOUSING WITH POSITIONING LUGS, SECURED TOGETHER DURING ASSEMBLY WITH NUTS AND BOLTS.(5)FITTINGS: GROOVED OR SHOULDERED END DESIGN TO ACCEPT GROOVED MECHANICAL COUPLINGS.MALLEABLE IRON: ASTM A 47.DUCTILE IRON: ASTM A 536.(6)FLANGES: CONFORM TO CLASS 125 CAST IRON AND CLASS 150 STEEL BOLT HOLE ALIGNMENT.MALLEABLE IRON: ASTM 47.DUCTILE IRON: ASTM A 536.(7)GROOVES: CONFORM TO THE FOLLOWING:STANDARD STEEL: SQUARE CUT.LIGHTWEIGHT STEEL: ROLL GROOVED.(8)MANUFACTURER: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE GROOVED PIPING PRODUCTS OF THE FOLLOWING:ITT GRINNELL CORP.VICTAULIC CO.B.PIPING ABOVE GROUND AND WITHIN THE BUILDING SHALL CONFORM TO ALL REQUIREMENTS OF NFPA 13 AND SHALL BE AS FOLLOWS:1.EXPOSED SPRINKLER PIPING, SUBJECT TO VANDALISM (STAIR HALLS AND SIMILAR AREAS), SHALL BE SCHEDULE 40 PVC, WELDED, SUITABLE FOR 175 PSI. WORKING WATERPRESSURE.2.ALL CONCEALED PIPING AND ALL EXPOSED SPRINKLER PIPING IN MECHANICAL EQUIPMENT ROOMS 1_1/2" AND SMALLER, SHALL BE AT THE OPTION OF THE FIRE PROTECTIONSUBCONTRACTOR, EITHER SCHEDULE 40 PVC WITH GLUED FITTINGS OR STANDARD WEIGHT ROLL GROOVED PIPE WITH GROOVED FITTINGS.3.ALL EXPOSED SPRINKLER PIPING, 1_1/2" AND SMALLER, SHALL BE SCHEDULE 40 PVC WITH SCREWED FITTINGS.4.SCHEDULE 40 SEAMLESS RED BRASS PIPE WITH BRASS SCREWED FITTINGS SUITABLE FOR 175 PSI. WORKING WATER PRESSURE.5.TYPE "L" SEAMLESS DRAWN HARD COPPER TUBING WITH SOLDER-JOINT PRESSURE FITTINGS, WHERE NOTED ON THE DRAWINGS.C.INSTALL PIPES AND PIPE FITTINGS IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES WHICH WILL ACHIEVE PERMANENTLY LEAK PROOF PIPING SYSTEMS, CAPABLE OFPERFORMING EACH INDICATED SERVICE WITHOUT PIPING FAILURE. INSTALL EACH RUN WITH MINIMUM JOINTS AND COUPLINGS, BUT WITH ADEQUATE AND ACCESSIBLE UNIONS FORDISASSEMBLY AND MAINTENANCE/REPLACEMENT OF VALVES AND EQUIPMENT. REDUCE SIZES (WHERE INDICATED) BY USE OF REDUCING FITTINGS. ALIGN PIPING ACCURATELY ATCONNECTIONS, WITHIN 1/16" MISALIGNMENT TOLERANCE. COMPLY WITH ANSI B31 CODE FOR PRESSURE PIPING.D.LOCATE PIPING RUNS, EXCEPT AS OTHERWISE INDICATED, VERTICALLY AND HORIZONTALLY (PITCHED TO DRAIN) AND AVOID DIAGONAL RUNS WHEREVER POSSIBLE. ORIENTHORIZONTAL RUNS PARALLEL WITH WALLS AND COLUMN LINES. LOCATE RUNS AS SHOWN OR DESCRIBED BY DIAGRAMS, DETAILS AND NOTATIONS OR, IF NOT OTHERWISEINDICATED, RUN PIPING IN SHORTEST ROUTE WHICH DOES NOT OBSTRUCT USABLE SPACE OR BLOCK ACCESS FOR SERVICING BUILDING AND ITS EQUIPMENT.HOLD PIPING CLOSE TO WALLS, OVERHEAD CONSTRUCTION, COLUMNS AND OTHER STRUCTURAL AND PERMANENT-ENCLOSURE ELEMENTS OF BUILDING. WHEREVERPOSSIBLE IN FINISHED AND OCCUPIED SPACES, CONCEAL PIPING FROM VIEW, BY LOCATING IN COLUMN ENCLOSURES, IN HOLLOW WALL CONSTRUCTION OR ABOVESUSPENDED CEILINGS; DO NOT ENCASE HORIZONTAL RUNS IN SOLID PARTITIONS, EXCEPT AS INDICATED.E.ELECTRICAL EQUIPMENT SPACES: DO NOT RUN PIPING THROUGH TRANSFORMER VAULTS, ELEVATOR MACHINE ROOM, AND OTHER ELECTRICAL OR ELECTRONIC EQUIPMENT SPACESAND ENCLOSURES UNLESS UNAVOIDABLE. INSTALL DRIP PAN UNDER PIPING THAT MUST BE RUN THROUGH ELECTRICAL SPACES. ANY PIPING INTENDED TO BE RUN THROUGHELECTRICAL SPACES SHALL BE REVIEWED BY THE ARCHITECT PRIOR TO INSTALLATION.F.THREAD PIPE IN ACCORDANCE WITH ANSI B2.1; CUT THREADS FULL AND CLEAN USING SHARP DIES. REAM THREADED ENDS TO REMOVE BURRS AND RESTORE FULL INSIDEDIAMETER. APPLY PIPE JOINT COMPOUNDER PIPE JOINT TAPE (TEFLON) WHERE RECOMMENDED BY PIPE/FITTING MANUFACTURER, ON MALE THREADS AT EACH JOINT AND TIGHTENJOINT TO LEAVE NOT MORE THAN 3 THREADS EXPOSED.G.FLANGED JOINTS: MATCH FLANGES WITHIN PIPING SYSTEM, AND AT CONNECTIONS WITH VALVES AND EQUIPMENT. CLEAN FLANGE FACES AND INSTALL GASKETS. TIGHTEN BOLTS TOPROVIDE UNIFORM COMPRESSION OF GASKETS.H.GROOVED PIPE JOINTS: COMPLY WITH FITTING MANUFACTURER'S INSTRUCTIONS FOR MAKING GROOVES IN Pc Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SETAS NOTEDJGSFIRE PROTECTIONSPECIFICATIONSFP0.1
UPUPUPUPBLDG B - FIRE PROTECTION GROUND FLOOR PLAN1/4" = 1'-0"1DRAWING NOTES:1 12" ZONE VALVE WIRE TO FIRE ALARM1 12"-UPDRY SIDEWALL HEAD2FFFF22111122333333333333311111111c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - FIRE PROTECTIONGROUND FLOOR PLANFP1.01REVISION # 110/2/2020
BLDG B - FIRE PROTECTION FIRST FLOOR PLAN1/4" = 1'-0"UPUPUPUPDNDNDN1DRAWING NOTES:1 12"FP-DN1 12"FP-UP2111122c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - FIRE PROTECTIONFIRST FLOOR PLANFP1.1
BLDG B - FIRE PROTECTION SECOND FLOOR PLAN1/4" = 1'-0"DNDNDNDN1DRAWING NOTES:1 12"FP-DN111111111111c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - FIRE PROTECTIONSECOND FLOOR PLANFP1.21REVISION # 110/2/2020
BLDG B - FIRE PROTECTION GROUND FLOOR UPGRADE1/4" = 1'-0"1DRAWING NOTES:1 12" ZONE VALVE WIRE TO FIRE ALARM1 12"-UP2UPUPFF11223311c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - FIRE PROTECTIONGROUND FLOOR UPGRADEFP1.31REVISION # 110/2/2020
BLDG B - FIRE PROTECTION FIRST FLOOR UPGRADE1/4" = 1'-0"1DRAWING NOTES:1 12"FP-DN1 12"FP-UP2112UPUPDNDNc Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - FIRE PROTECTIONFIRST FLOOR UPGRADEFP1.4
BLDG B - FIRE PROTECTION SECOND FLOOR UPGRADE1/4" = 1'-0"1DRAWING NOTES:1 12"FP-DN11DNDN1111c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - FIRE PROTECTIONSECOND FLOOR UPGRADEFP1.51REVISION # 110/2/2020
PLUMBING FITTINGS AND VALVES LEGENDBALL VALVEPLUG VALVEGATE VALVETHREE WAY VALVEPRESSURE REGULATING VALVEEND OF LINE CLEAN OUTBALANCING VALVECHECK VALVEPRESSURE RELIEF VALVEMWATER METERUNIONCLEAN OUT TO GRADEWYE PLUS EIGHTH BENDDOUBLE WYE PLUS EIGHTH BENDWYETRAPEND CAPPIPE BREAKCONNECT TO EXISTINGDOWNSPOUT NOZZLETHERMOMETERPRESSURE GAUGEWALL HYDRANTHOSE BIBBRECIRCULATING PUMPEXISTING PIPING / EQUIPMENT TO BE REMOVEDPIPE HANGER ATTACHMENTSNOT TO SCALEHEAVY DUTYCLEVIS HANGERMIN. 9 PCF DENSITYRIGID INSULATIONAT SHIELDNOTE:1. SEE SPECIFICATION FOR HANGER SIZES.2. PIPE 8' AND LARGER SHALL HAVE ROLLERSUPPORTED BY DUAL RODS.LOCKING NUT (TYP.)SUPPORT NUT (TYP.)CLEVIS HANGER(FOR 1/2", 3/4", 1", 1-1/4",1-1/2", 2", 2-1/2" & 3" PIPE)ADJ. HANGER W/ ROLLER(FOR 4", 5" & 6" PIPE)INSULATIONPIPEPIPE COVERINGPROTECTIONSADDLE 16 GA.GALVANIZEDINSUALATIONSHIELD 12" LONGMIN. 9 PCF DENSITYRIGID INSULATIONAT SHIELDPLUMBING PIPING LEGENDPIPING SYSTEMSYSTEM LABELLINETYPEDOMESTIC COLD WATERCWDOMESTIC HOT WATERDOMESTIC RETURN HOT WATERHWRHWSANITARY (ABOVE GRADE)SANITARY (BELOW GRADE)SSVENT (ABOVE GRADE)VENT (BELOW GRADE)VVWATER SERVICE PIPINGWTRAP PRIMERCOLD WATER MAKE-UPTPCWMUTWTEMPERED WATERWATER SERVICE DETAILNOT TO SCALEM2" DOMESTICWATERSERVICEUNION (TYP.)PLUMBING FIXTURE SCHEDULEFURNISHED AND INSTALLED BY THE PLUMBING CONTRACTORNO.FIXTUREMFG.TYPE AND MODEL NO.TRIM NO.SUPPLY PIPE NO.TRAP NO.SUPPORT NO.PIPE SIZESREMARKSTRAPWASTEVENTCWHWP-1WATER CLOSETKOHLERWELLWORTH HIGHLINETANK/FLOOR K-3999-0SEAT QUICK RELEASE COVERBREVIA Q2 ADVANTAGE K-4774-0MCGUIRE LF172INTEGRALFLOOR-4"2"12"-WITH WAX SEALP-2LAVATORYKOHLERPENNINGTON DROP-INK-2196-4-0CORALIAS K-15241-4RA-CPMCGUIRE LF170MCGUIRE MCT125COUNTER112"112"1 14"12"12"DROP-INP-3KITCHEN SINKELKAYOMNI OM2522-8-4KOHLER CORALIAS K-15172-F-CPMCGUIRE LF170MCGUIRE MCT125COUNTER112"-1 14"12"12"WITH DEARBORN 15 SNAP-N-TITE BASKET STRAINER. WITH IN-SINK-ERATORBADGER GARBAGE DISPOSAL.P4BATH / SHOWERKOHLERSTERLING E32LH-0KOHLER CORALIASK-PS15601-4S-CP-GERBER 41-818-2"-112"12"12"LOW FLOW SHOWER HEADP-4ASHOWERKOHLERSTERLING 72181110-0KOHLER CORALIAS K-PS15611-4-CP---2"-112"12"12"60" x 32" SHOWER BASEP-4BSHOWERKOHLERSTERLING ENSEMBLEKOHLER CORALIAS K-PS15611-4-CP---2"-112"12"12"36" x 36" SHOWER BASE WITH WALL SURROUND 72105100,72102100P-4BSHOWERDREAMLINEDL-6195KOHLER CORALIAS K-PS15611-4-CP---2"-112"12"12"32x32 SHOWER BASE WITH WALL SURROUND "Q-WALL-5"P-5WASHING MACHINEZURN----------WATER HEATER SCHEDULETAGMANUFACTURERMODELCAPACITYRECOVERYAUX. HEATBOILER WATERREMARKSEWTLWTWH-1RHEEMMR5024550 GALLON50 GPH4.5 KW ELEC.55140REMARKS:R = 31 INSULATIONAUX. ELEC. HEATER1212MMM1 1/4" BALLVALVE (TYP.)1" METER (TYP.)1" BALL VALVE(TYP.)1" PRV (TYP.)1 1/4" BALLVALVE (TYP.)PRESSUREGAUGE (TYP.)1 1/4"1 1/4"1 1/4"1 1/4"4" FIREPROTECTIONSERVICEAHOT WATER RECIRCULATION PUMP SCHEDULETAGMFG. /MODEL NO.SERVESTYPEFLANGEDIAMETERGPMHEAD (FT)MOTORACCESSORIESHPVOLTSPHASECP-1TACO HLPE-1DOMESTIC HOT WATERINLINE0'-0 3/4"1015.251201HOT LINK PLUSIMMERSION AQUASTATHOT WATER RETURNHOT WATER SUPPLYCOLD WATER SUPPLYTHERMOMETERTEMPERATURE & PRESSURERELIEF VALVEPIPE FULL SIZE TO DRAINWATER HEATERTANK DRAINFINISHED FLOORTHERMOMETERCIRCULATOR6" MAXPRESS.GAUGEVACUUM RELIEF VALVEBALL VALVE (TYPICAL)CHECK VALVEBALL VALVEWATER HEATER DETAILNOT TO SCALECHECK VALVEUNION (TYPICAL)22c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SETAS NOTEDJGSPLUMBING LEGENDAND DETAILSP0.01REVISION # 110/2/20202REVISION # 211/9/2020
SECTION 15400-PLUMBINGPART 1 – GENERAL1.01RELATED DOCUMENTSA.ALL OF THE CONTRACT DOCUMENTS, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1, GENERAL REQUIREMENTS, AREHEREBY MADE A PART OF THE WORK OF THIS SECTION 1, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN.B.ALL WORK SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES AND ANY OTHER AUTHORITIES HAVING JURISDICTION.1.02SUMMARYA.PERFORM WORK AND PROVIDE MATERIALS AND EQUIPMENT AS REQUIRED FOR A COMPLETE AND OPERATIONAL PLUMBING SYSTEM AS SHOWNON THE DRAWINGS AND AS SPECIFIED IN THIS SECTION. COMPLETELY COORDINATE WITH WORK OF OTHER TRADES AND PROVIDE FOR&203/(7($1')8//<)81&7,21$/,167$//$7,21:+(17+(:25'³3529,'(´,686(',17+,663(&,),&$7,21,76+$//0($172)851,6+AND INSTALL.B.THE WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING MAJOR ITEMS OF WORK:1.COMPLETE PLUMBING SYSTEM FOR THE BUILDING. DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE NASSACHUSETTSSTATE BUILDING CODE. SYSTEMS SHALL BE CAPABLE OF PROVIDING 110 DEG. F. HOT WATER, PROVIDE TRAP PRIMERS FOR ALL WATERAND SEWER SERVICES.2.THE PIPING SYSTEM SHALL BE INSTALLED SO THAT THE ENTIRE PIPING SYSTEM CAN BE DRAINED AND WINTERIZED.3.INDIRECT WATER HEATERS CONNECTED TO BOILERS..4.ALL SANITARY, DRAIN, WASTE AND VENT SYSTEMS AND PIPING INSIDE THE BUILDING AND CONNECTION TO SITE SANITARY SEWER ANDSTORM DRAIN SYSTEMS OUTSIDE OF BUILDING, OR AS SPECIFICALLY CALLED OUT ON THE DRAWINGS.5.ALL HOT AND COLD WATER DISTRIBUTION AND HOT WATER RE-CIRCULATION SYSTEMS. FURNISH ALL PIPING, FITTINGS, INSULATION,SUPPORTS, VALVES, AND PUMPS.6.ALL NATURAL GAS PIPING SYSTEMS PER CONNECTICUT FUEL GAS CODE, INCLUDING CONNECTIONS TO KITCHEN AND AIR-HANDLING UNITS.7.PLUMBING FIXTURES, TRIM AND SUPPORTS.8.CONNECTIONS TO FIXTURES AND EQUIPMENT FURNISHED AND INSTALLED BY OTHERS REQUIRING WATER, GAS, DRAINS, AND WASTE.9.PROVIDE AND INSTALL WATER METER, AND PRESSURE REDUCING VALVE STATION AT DOMESTIC WATER SERVICE ENTRY.10.PROVIDE BACKWATER PREVENTERS (POINT-OF-USE TYPES) WHERE SHOWN ON DRAWINGS, SPECIFIED, OR REQUIRED.11.FURNISH ACCESS PANELS.12.ARRANGE FOR INSPECTIONS AND PERFORM CLEANING AND TESTING.13.EQUIPMENT BASES AND SUPPORTS.14.ALL RIGGING AND HOISTING OF EQUIPMENT AS REQUIRED.15.ACCESS DOORS AT ALL WALLS AND CEILING WHERE REQUIRED.16.DISCONNECT AND LEGALLY REMOVE ALL EXISTING PLUMBING SYSTEMS MADE OBSOLETE BY NEW CONSTRUCTION.C.RELATED WORK SPECIFIED UNDER OTHER DIVISIONS1.'LYLVLRQ±3RZHU:LULQJ2.'LYLVLRQ±+9$&D.THIS CONTRACTOR IS RESPONSIBLE FOR SLEEVING ALL HOLES REQUIRED OF HIS WORK PRIOR TO POURING OF THE CONCRETE SLABS. ALL+2/(6/(667+$125(48$/72´´6+$//%(7+(5(63216,%,/,7<2)7+,6&2175$&72572&25(6,=(6/$5*(56+$//%(&25('7+(G.C. HOWEVER, IF CORING IS REQUIRED DUE TO FAILURE OF THIS CONTRACTOR TO SET A SLEEVE PRIOR TO POURING THAN THIS CONTRACTORSHALL BE RESPONSIBLE FOR BEARING THE COST OF ANY OF THIS ADDITIONAL WORK REQUIRED OF THE G.C.E. CONTRACTOR IS RESPONSIBLE FOR CORING AND FIRE-STOPPING ALL RATED PENETRATIONS OF THE STRUCTURE.1.03SUBMITTALSA.352'8&7'$7$ :,7+,1&$/(1'$5'$<6$)7(57+(&2175$&725+$65(&(,9('7+(2:1(5¶6127,&(72352&(('68%0,77+(FOLLOWING. REFER TO DIVISION 1 REQUIREMENTS FOR COPY QUANTITY OF SUBMITTALS OR IF NOT SPECIFIED SUBMIT SEVEN (7) COPIES.1.IT IS EXPECTED THAT THE CONTRACTOR SHALL PROVIDE THE ARCHITECTURAL DESIGN TEAM, WITH A SET OF CONTRACT DRAWINGSSTAMPED BY A PROFESSIONAL ENGINEER REGISTERED WITHIN THE COMMONWEALTH OF MASSACHUSETTS FOR PERMIT ANDCONSTRUCTION. FOR ESTIMATING PURPOSES, THE CONTRACTOR SHALL USE THE GUIDELINES DESCRIBED HEREIN FOR SIZING ANDSELECTING THE SYSTEM COMPONENTS.2.COORDINATED SHOP DRAWINGS, SHOWING PROPOSED LAYOUT OF EQUIPMENT AND PIPING AND OTHER COMPONENTS OF THE6<67(0&225',1$7,21'5$:,1*66+$//%('21($7ó´ ¶´68%0,7&876+((7621),;785(63,3,1*(7&«3.MANUFACTURER CATALOGS, SAMPLES, AND OTHER ITEMS NEEDED TO FULLY DEMONSTRATE THE QUALITY OF THE PROPOSED MATERIALSAND EQUIPMENT. IN ADDITION TO THE SUBMITTALS FORMERLY MENTION HEREIN EQUIPMENT SPECIFICATION SHEETS AND DIMENSIONALDATA ON THE FOLLOWING:A.PLUMBING FIXTURES AND SUPPORTS.B.WATER HEATERS.C.VALVES AND FITTINGSD.PIPING AND ACCESSORIES.B. RECORD DRAWINGS1.INCLUDE A COPY OF THE RECORD DRAWINGS (AS-BUILTS) IN EACH COPY OF THE OPERATION AND MAINTENANCE MANUAL DESCRIBEDBELOW.C. TESTING AND BALANCING REPORTS1.SUBMIT FOUR (4) COPIES OF A CERTIFIED TESTING AND WATER PIPING STERILIZATION REPORT TO THE ARCHITECT FOR REVIEW ANDAPPROVAL.D. OPERATING INSTRUCTIONS1.PRIOR TO THE COMPLETION OF ALL WORK AND THE FINAL INSPECTION OF THE INSTALLATION BY THE OWNER, THREE (3) COPIES OF ACOMPLETE INSTRUCTION MANUAL, BOUND IN BOOKLET FORM AND SUITABLY INDEXED, SHALL BE SUBMITTED TO THE ARCHITECT FORREVIEW AND APPROVAL. ALL WRITTEN MATERIAL CONTAINED IN THE MANUAL SHALL BE TYPEWRITTEN OR PRINTED.1.04INSTRUCTION OF OWNER’S PERSONNELA.AFTER COMPLETION OF ALL WORK AND ALL TESTS AND AT SUCH TIME AS DESIGNATED BY THE OWNER, PROVIDE THE NECESSARY SKILLEDPERSONNEL TO OPERATE THE ENTIRE INSTALLATION FOR A PERIOD OF SIXTEEN (16) HOURS.B.'85,1*7+(23(5$7,1*3(5,2')8//<,16758&77+(2:1(5¶65(35(6(17$7,9(,17+(&203/(7(23(5$7,21$'-8670(17$1'MAINTENANCE OF THE ENTIRE INSTALLATION.1.05QUALITY ASSURANCEA.USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHOARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK INTHIS SECTION.B.7+(&2175$&725¶6683(5,17(1'(176+$//&21'8&7$//&225',1$7,21%(7:((17+(&2175$&7257+($5&+,7(&77+((1*,1((56(7&$1'6+$//)8//<5(35(6(177+(&2175$&725¶6326,7,21,1+,6$%6(1&($//'(&,6,216%<7+(683(5,17(1'(17SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND BINDING TO THE CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FORTHE DRAWINGS, AND THAT WHICH IS WRITTEN OR IMPLIED IN THE SPECIFICATIONS.C.WITHOUT ADDITIONAL COST TO THE OWNER, PROVIDE SUCH OTHER LABOR AND MATERIALS AS ARE REQUIRED TO COMPLETE THE WORK OFTHIS SECTION IN ACCORDANCE WITH THE REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, REGARDLESS OF WHETHERSUCH MATERIALS AND ASSOCIATED LABOR ARE CALLED FOR ELSEWHERE IN THESE CONTRACT DOCUMENTS.D.BEFORE SUBMITTING THE FINAL PROPOSAL EXAMINE THE SITE OF THE PROPOSED WORK TO DETERMINE EXISTING CONDITIONS THAT MAYEFFECT THE WORK, AS THIS SECTION WILL BE HELP RESPONSIBLE FOR ANY ASSUMPTION IN REGARD THERETO.1.06GUARANTEEE.THE CONTRACTOR SHALL GUARANTEE EVERY COMPONENT PART OF EACH SYSTEM FOR A MINIMUM OF ONE-YEAR PARTS AND LABOR. THECONTRACTOR SHALL ALSO PROVIDE THE OWNER WITH FACTORY WARRANTIES FOR ALL EQUIPMENT. FOR EQUIPMENT WITH COMPRESSORS,PROVIDE EXTENDED FIVE-YEAR WARRANTY ON ENTIRE SEALED SYSTEM.1.07PERMITS, FEES, AND INSPECTIONSA.THE PLUMBING SUBCONTRACTOR SHALL SECURE ALL PERMITS AND PAY ALL FEES REQUIRED FOR HIS WORK. HE SHALL BE REQUIRED TOSECURE ALL OTHER PERMITS AND PAY ALL OTHER FEES AND CHARGES INCIDENTAL TO THE PROPER CARRYING OUT OF THE CONTRACT. HE ISTO ASSUME ALL RESPONSIBILITY REGARDING THE OBSERVANCE OF THE RULES AND REGULATIONS SO FAR AS THEY RELATE TO HIS PART OFTHE WORK.B.THE PLUMBING SUBCONTRACTOR SHALL ARRANGE AND PAY FOR ALL REQUIRED INSPECTIONS OF HIS WORK.1.08TEMPORARY HOOK-UPSA.THE PLUMBING SUBCONTRACTOR SHALL PROVIDE ANY TEMPORARY HOOK-UPS REQUIRED FOR THE USE OF WATER OR SANITARY FORCONSTRUCTION PURPOSES AND TESTING OUT APPARATUS.PART 2 – PRODUCTS2.01PIPING MATERIALSA.ALL SOIL, WASTE AND VENT LINES IN ACCESSIBLE AREAS 2" AND LARGER SHALL BE CAST IRON "NO-HUB," ASA GROUP 022 PIPE AND FITTINGSJOINED WITH CAST IRON CLAMPS AS MANUFACTURED BY "MG" COUPLING OR "CLAMP-ALL". SCHEDULE 40 PVC MAY BE USED WHERE ALLOWEDBY CODE. ALL BURIED SOIL, WASTE, AND VENT LINES SHALL BE SERVICE WEIGHT CAST IRON PIPE WITH ALL FITTINGS CAREFULLY FITTED ANDCAULKED TOGETHER WITH OAKUM AND LEAD, SEALED GAS AND WATER TIGHT. MINIMUM SIZE OF PIPING BELOW GROUND SHALL BE 2". WHEREIT IS IMPRACTICAL TO INSTALL CAST IRON PIPE, AS IN TIGHT PARTITION WORK OR WHERE THE SIZES OF LINES ARE SMALLER THAN 2", TYPE "L"COPPER TUBING SHALL BE USED CONFORMING TO ASTM SPECIFICATION WITH SWEAT TYPE FITTING USING LEAD FREE SOLDER ANDNON-CORROSIVE FLUX, "NON-KORRODE", OR APPROVED EQUAL CONFORMING TO ASTM SPECIFICATION B 32 ALLOY 50A. IN LIEU OF OAKUM ANDLEAD JOINTS, "PUSH-ON TYPE" RESILIENT GASKET FITTINGS MAY BE USED ON BURIED PIPE ONLY. PROVIDE EXTRA HEAVY CAST IRON FORURINAL CONNECTIONS.B.ALL VENT LINES 2" AND SMALLER SHALL BE TYPE "L" COPPER, OR DWV, EXCEPT MINIMUM SIZE BELOW GROUND SHALL BE 2". MINIMUM VENTTERMINAL THROUGH ROOF SHALL BE 4" EXCEPT OTHERWISE NOTED. VENT FLASHING AT THE ROOF SHALL BE BY THE ROOFINGSUBCONTRACTOR.C.ALL HOT, COLD WATER, AND HOT WATER RECIRCULATING PIPING WITHIN THE BUILDING SHALL BE HARD COPPER TYPE "L" SEAMLESS DRAWNTUBING ASSEMBLED WITH PROPRESS FITTINGS. PEX AND/OR FLO GAURD PVC TUBING MAY BE USED WHERE ALLOWED BY CODE. ALL SOLDERUSED SHALL BE LEAD FREE, CADMIUM FREE, "SILVERBRITE - 100" OR EQUAL, COMPLYING WITH THE LATEST ISSUE OF ANSI A-5.8 PUBLICATION.ALL EXPOSED RUNS TO ALL TOILET FIXTURES AND SINKS SHALL BE CHROME PLATED, INCLUDING ALL EXPOSED PIPING IN KITCHEN. ALL BELOWSLAB TRAP PRIMER FEED PIPING SHALL BE TYPE "K" SOFT ROLLED WITH SILVER SOLDER JOINTS.2.02VALVESA.VALVES SHALL BE MANUFACTURED BY FAIRBANKS, JENKINS, LUNKENHEIMER, HAMMOND, CRANE, POWELL, OR STOCKHAM. (FEDERAL63(&,),&$7,216 ::9&&/$66$7<3( 1.CHECK: 125 LB. WSP, ALL BRONZE HORIZONTAL SWING TYPE, SCREWED CAPS, BRONZE DISC DESIGNED TO PERMIT REGRINDING OF SEAT WITHOUT REMOVAL OF BODY, LUNKENHEIMER CAT. NO. 2145, OR EQUAL.B.IN LIEU OF GATE VALVES ON WATER LINES, THE PLUMBING SHALL INSTALL BALL VALVES "APOLLO" OR EQUAL BRASS OR BRONZE SOLDER ENDBALL VALVES, WITH TEFLON SEATS AND FULL LINE SIZE PORTS, UNLESS SPECIFICALLY NOTED OTHERWISE.1.ON WATER LINES INSIDE BUILDING; BALL VALVES 3" AND SMALLER SHALL BE AS MANUFACTURED BY CONBRACO INDUSTRIES, INC.'S "APOLLO", SERIES 95-200 STOP AND DRAIN, WITH 1-1/4" EXTENDED STEMS FOR PIPING 1/2" TO 1" SIZE; SERIES 70-100/200 WITH 1-1/4" EXTENDED STEMS FOR PIPING 1-1/4" TO 3" SIZE. VALVES SHALL BE PROVIDED WITH STAINLESS STEEL BALL, REINFORCED TEFLON SEATS AND SEALS, BRONZE BODY, 400 PSI WOG, POSITIVE 100% SHUTOFF.2.DRAIN VALVES AT ALL LOW POINTS SHALL BE "APOLLO" 78-100 OR 78-200 SERIES, 1/2" OR 3/4" SOLDER BY 3/4" HOSE END WITH ATTACHED CAP AND CHAIN.3.9$/9(621*$6/,1(6´$1'60$//(56+$//%(8//,67('36,/3*$65$7('³$32//2´<5396(5,(6:,7+7(( HANDLE, AS APPROVED BY THE MASSACHUSETTS FUEL GAS CODE.4.BALL VALVES SHALL BE OF ONE MANUFACTURER, CONBRACO INDUSTRIES, INC., "APOLLO," WATTS REGULATOR, NIBCOSCOTT, OR APPROVED EQUAL.C.CHECK VALVES1.CHECK VALVES SHALL BE FURNISHED AND INSTALLED WHERE INDICATED ON THE DRAWINGS. VALVES UP TO 3" SHALL BE CLASS 125, SOLDER ENDS, BRONZE BODY, SWING TYPE DISC, STOCKHAM FIGURE B-309.2.CHECK VALVES 4" AND LARGER SHALL BE IRON BODY, BRONZE MOUNTED WITH BODY AND CAP CONFORMING TO ASTM A 126 CLASS B CAST-IRON, FLANGED, SWING TYPE DISC, STOCKHAM FIGURE G-931.3.CHECK VALVES SHALL BE AS MANUFACTURED BY STOCKHAM, JENKINS, LUNKENHEIMER, OR EQUAL.2.03HANGERSA. HANGERS SHALL BE AS MANUFACTURED BY GRINNELL COMPANY, CARPENTER & PATERSON, OR FEE & MASON.B.FOR CAST IRON AND GALVANIZED STEEL PIPING - GRINNELL COMPANY'S FIGURE NO. 260, ONE TO EACH LENGTH OF CAST IRON PIPE, AT 12 FT.INTERVALS FOR THREADED PIPING; FOR COPPER TUBING - GRINNELL CO.'S FIGURE CT-65 AT 8 FT. INTERVALS FOR TUBING UP TO 2"; 10 FT.INTERVALS FOR TUBING 2-1/2" AND ABOVE.C.GAS PIPING SHALL BE SUPPORTED BY STEEL CLEVIS PIPE HANGERS, ONE TO EACH 8'-0" OF PIPE.D.FOR HOT, HOT WATER CIRCULATING, AND COLD WATER PIPING - GRINNELL COMPANY'S FIGURE NO. CT-99 HEAVILY COPPER PLATED AT 6 FT.INTERVALS FOR COPPER TUBING 1-1/4" OR LESS, 10 FT. INTERVALS FOR PIPING 1-1/2" AND LARGER. PROVISION SHALL BE MADE TO ALLOW FOREXPANSION AND CONTRACTION OF ALL PIPING.E.HANGERS OR SUPPORTS SHALL BE PLACED WITHIN 1 FT. OF EACH HORIZONTAL ELBOW. VERTICAL RUNS OF PIPE NOT OVER 5 FT. IN LENGTHSHALL BE SUPPORTED ON HANGERS PLACED NOT OVER 12" FROM THE ELBOW ON THE CONNECTING HORIZONTAL RUN.2.04TRAPSA.TRAPS AT FIXTURES SHALL BE AS LISTED IN THE FIXTURE SCHEDULE. EXPOSED TRAPS SHALL BE CHROME PLATED.B.TRAPS SHALL BE EXTRA HEAVY CAST IRON WHERE BURIED IN FLOORS OR SERVING FLOOR DRAINS. WHERE TRAPS ARE NOT CONNECTEDDIRECTLY UNDER THE DRAIN THEY SERVE IN THE FLOOR, THEY SHALL BE FITTED WITH TOP CLEANOUTS AND EXTENSIONS TO THE FLOOR WITHACCESS COVERS AND PLATES.C.FURNISH AND INSTALL TRAPS AS REQUIRED FOR ALL ITEMS OF EQUIPMENT FURNISHED UNDER OTHER SECTIONS OF THESE SPECIFICATIONS,AND/OR BY THE OWNER.2.05INSULATIONA.ALL WATER PIPING SHALL BE INSULATED WITH HEAVY DENSITY FIBERGLASS PIPE INSULATION WITH SELF-SEALING LAP, 1" THICK FOR HOTWATER AND RETURN HOT WATER UP TO 1-1/2" AND 1-1/2" THICK INSULATION ON PIPING 2" AND LARGER, 1/2 " THICK FOR COLD WATER.INSULATION SHALL BE ONE PIECE SNAP-ON TYPE, CERTAINTEED "500O SNAP-ON" OR EQUAL BY KNAUF, MANVILLE, OR OWENS-CORNING.B.FITTINGS SHALL BE INSULATED WITH PVC JACKETS APPLIED OVER FIBERGLASS BLANKET WITH JOINTS TAPED. COLD WATER PIPING SHALLALSO HAVE MASTIC APPLIED TO ALL OVERLAPPING SURFACES TO FORM A VAPOR BARRIER. JACKETS SHALL BE CERTAINTEED "SNAP-ON" OREQUAL.C. INSULATION AND FITTING JACKETS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ANY GAPS ORFISHMOUTHS SHALL BE REMADE.D.INSTALL AN 18" LENGTH OF RIGID (LOAD BEARING) INSULATION AT EACH HANGER; INSULATION SHALL RUN CONTINUOUS THROUGH THE HANGER.TO BE CALCIUM SILICATE, OR EQUAL.E.ALL EXPOSED DRAIN AND WATER PIPING AT HANDICAPPED LAVATORIES SHALL BE INSULATED WITH TRUEBRO "HANDI LAV-GUARD" INSULATIONSYSTEM, MODEL 102 W/105 OFFSET, OR EQUAL.F.RANGES SHALL BE MANUFACTURER'S STANDARD CLOSEST TO THE FOLLOWING:1.+27:$7(5 ))2.&2/':$7(5 ))2.06PLUMBING FIXTURESA.GENERAL REQUIREMENTS: REFERENCES MADE HEREIN ARE TO ESTABLISH TYPE AND QUALITY OF MATERIALS. EXPOSED TRAPS AND SUPPLYPIPES FOR ALL FIXTURES SHALL BE CHROME PLATED AND CONNECTED TO THE ROUGH PIPING SYSTEMS AT THE WALL. WALL ESCUTCHEONSSHALL BE CHROMIUM PLATED ON NICKEL PLATED BRASS WITH POLISHED, BRIGHT SURFACES. VITREOUS CHINA AND ACID-RESISTINGENAMELED CAST IRON FIXTURES SHALL BE SLOAN, AMERICAN STANDARD OR APPROVED EQUAL; TOILET SEATS TO BE CHURCH, OR OLSONITE;STAINLESS STEEL SINKS SHALL BE ELKAY OR APPROVED EQUAL. FLOOR DRAINS AND CARRIERS SHALL BE J.R. SMITH, ZURN, OR WADE.2.07ACCESS PANELSA.FURNISH ACCESS PANELS FOR ALL LOCATIONS WHERE CLEANOUTS, VALVES, SHOCK ABSORBERS, OR OTHER ITEMS REQUIRING OPERATION ORMAINTENANCE ARE LOCATED IN FINISH WALLS. ACCESS PANELS WILL BE FURNISHED BY THIS SUBCONTRACTOR AND INSTALLED BY THEGENERAL CONTRACTOR. THIS SUBCONTRACTOR SHALL CO-ORDINATE LOCATION.B.$&&(663$1(/66+$//%(%2,&267</(&25(48$/6,=(;25/$5*(52.08EQUIPMENT CONNECTIONSA.MAKE FINAL HOT WATER, COLD WATER, WASTE, AND GAS CONNECTIONS TO ALL EQUIPMENT.2.09TRAP PRIMERA.FURNISH AND INSTALL ALL BRASS AUTOMATIC TRAP PRIMERS ON ALL FLOORS DRAINS AND WHERE REQUIRED BY CODE. PRIMER SHALLINCLUDE AUTOMATIC PRESSURE ACTIVATED BRASS VALVE WITH VACUUM BREAKER, AND COPPER DUPLEX MANIFOLD DISTRIBUTION RESERVOIRAS INDICATED ON THE DRAWINGS. VALVE SHALL CONFORM WITH A.S.S.E. STANDARD 1018.B.VALVE SHALL BE PRECISION PLUMBING PRODUCTS, INC., OR EQUAL.2.10VACUUM BREAKERSA.FURNISH AND INSTALL VACUUM BREAKERS AS MANUFACTURED BY WATTS OR APPROVED EQUAL.B.TYPE "A" - PRESSURE TYPE WATTS MODEL 800 QT WITH TEST COCKS AND BALL VALVES.C.TYPE "B" - ATMOSPHERIC TYPE, MODEL 288A CHROME PLATED, WHEN SUPPLY IS NOT UNDER CONSTANT PRESSURE.2.11 SEWER AND WATER SERVICEA.APPLY FOR AND CO-ORDINATE THE INSTALLATION OF THE NEW SEWER AND WATER SERVICE WITH DPW AND WATER COMPANY. THEDPW AND WATER DEPARTMENT COMPANY SHALL BILL THE OWNER DIRECTLY FOR ANY CHANGES ASSOCIATED WITH THE NEW SERVICE.B.ALL LABOR AND MATERIALS REQUIRED FOR A COMPLETE INSTALLATION WHICH ARE NOT FURNISHED BY THE UTILITY COMPANY SHALLBE FURNISHED BY THE PLUMBING SUBCONTRACTOR AT NO EXTRA COST TO THE OWNER.2.13 ELECTRICAL WORKA.THE PLUMBING CONTRACTOR SHALL PROVIDE ALL WIRING FOR THE WATER HEATER SYSTEMS ETC. EXCEPT AS OTHERWISE SPECIFIEDHEREIN.PART 3 - EXECUTION3.01 SOIL, WASTE, DRAIN AND VENT PIPINGA.INSTALLATION:1.'5$,1$*($1'9(173,3(6 +25,=217$/62,/$1':$67(3,3(66+$//+$9($0,1,080*5$'(2)ó´3(5)227)25PIPING 212$1'/(66$1'´3(5)227)253,3,1*/$5*(57+$1+25,=217$/:$67(/,1(65(&(,9,1*7+(',6&+$5*(FROM TWO OR MORE FIXTURES SHALL BE PROVIDED WITH END VENTS UNLESS SEPARATE VENTING OF FIXTURES IS NOTED.2.FITTINGS: CHANGES IN PIPE SIZE ON SOIL, WASTE, AND DRAIN LINES SHALL BE MADE WITH REDUCING FITTINGS. CHANGES INDIRECTION SHALL BE MADE BY THE APPROPRIATE USE OF 45O WYES, LONG OR SHORT SWEEP 1/4 BENDS, 1/6, 1/8, OR 1/16 BENDS,OR BY A COMBINATION OF THOSE OR EQUIVALENT FITTINGS. SINGLE AND DOUBLE SANITARY TEES AND 1/4 BENDS MAY BE USEDIN DRAINAGE LINES ONLY WHERE THE DIRECTION OF FLOW IS FROM HORIZONTAL TO VERTICAL.3.UNION CONNECTIONS: SLIP JOINTS WILL BE PERMITTED ONLY IN TRAP SEALS OR ON THE INLET SIDE OF THE TRAPS. USE OFBUSHINGS WILL NOT BE PERMITTED.B.JOINTS: INSTALLATION OF PIPE AND FITTINGS SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.MITERING OF JOINTS FOR ELBOWS AND NOTCHING OF STRAIGHT RUNS OF PIPE FOR TEES WILL NOT BE PERMITTED. THREADED JOINTSSHALL HAVE AMERICAN NATIONAL TAPER PIPE THREADS CONFORMING TO NATIONAL BUREAU OF STANDARDS HANDBOOK H28, WITHGRAPHITE OR INERT FILLER AND OIL, WITH AN APPROVED GRAPHITE COMPOUND, OR WITH POLYTETRAFLUORETHYLENE TAPE APPLIEDTO THE MALE THREADS.3.02 WATER PIPE FITTINGS AND CONNECTIONSA.MAINS, BRANCHES AND RUNOFFS: PIPING SHALL BE INSTALLED AS INDICATED. PIPE SHALL BE CUT ACCURATELY TO MEASUREMENTSESTABLISHED AT THE BUILDING BY THE PLUMBING CONTRACTOR AND SHALL BE WORKED INTO PLACE WITHOUT SPRINGING ORFORCING. CARE SHALL BE TAKEN NOT TO WEAKEN STRUCTURAL PORTIONS OF THE BUILDING. ABOVE GROUND PIPING SHALL BE RUNPARALLEL WITH THE LINES OF THE BUILDING UNLESS OTHERWISE INDICATED. BRANCH PIPES FROM SERVICE LINES MAY BE TAKENFROM TOP, BOTTOM OR SIDE OF MAIN, USING SUCH CROSSOVER FITTINGS AS MAY BE REQUIRED BY STRUCTURAL OR INSTALLATIONCONDITIONS. SUPPLY PIPES, VALVES AND FITTINGS SHALL BE KEPT A SUFFICIENT DISTANCE FROM OTHER WORK AND OTHER6(59,&(6723(50,7127/(667+$1ò´%(7:((1),1,6+('&29(5,1*217+(',))(5(176(59,&(6B.ALL INTERIOR WATER PIPING SHALL BE INSTALLED WITHOUT TRAPS OR POCKETS AND SHALL PITCH TO DRAW-OFFS SO THAT THEWHOLE SYSTEM OR INDIVIDUAL SECTIONS CAN BE PROPERLY DRAINED.C.PIPING SHALL BE SLOPED TO ALLOW FOR COMPLETE DRAINAGE OF THE SYSTEM WITH DRAIN VALVES IN ALL LOW POINTS NOT CAPABLEOF BEING DRAINED BY GRAVITY.D.ALL DRAW-OFF VALVES SHALL HAVE HOSE END WHICH SHALL BE CAPPED.E.PIPING SHALL BE PITCHED UP TOWARD RISERS AND FIXTURES FOR PROPER AIR RELIEF.F.EXPANSION AND CONTRACTION OF PIPE: ALLOWANCE SHALL BE MADE THROUGHOUT FOR EXPANSION AND CONTRACTION OF PIPE.3.03 VALVESA.ALL PIPING SYSTEMS SHALL BE PROVIDED WITH VALVES SO LOCATED THAT THEY CAN BE OPERATED, REPLACED, REPAIRED AND OFFERCOMPLETE CONTROL TO EACH GROUP OF FIXTURES, APPLIANCE, EQUIPMENT, AND EACH HOT AND COLD WATER BRANCH.B.EACH FIXTURE, APPLIANCE OR PIECE OF EQUIPMENT SHALL HAVE A SEPARATE SHUT_OFF VALVE, FURNISHED AND INSTALLED, OFAPPROVED TYPE, FOR SERVICE TO BE CONNECTED TO.C.DRAIN VALVES ON SYSTEMS CONTAINING WATER SHALL BE INSTALLED AT THE BASE OF EACH RISER (AFTER THE SHUT_OFF VALVE), ONDOWNFED FIXTURES AND AT EQUIPMENT, ALSO AT SUCH OTHER LOCATIONS AS REQUIRED TO ALLOW FOR COMPLETE DRAINAGE OFTHE SYSTEM.3.04 TESTINGA.TESTS FOR PLUMBING SYSTEMS: SOIL, WASTE, VENT AND WATER PIPING SHALL BE TESTED BY THE PLUMBING SUBCONTRACTOR ANDAPPROVED BEFORE ACCEPTANCE. UNDERGROUND PIPING SHALL BE TESTED PRIOR TO BACKFILLING. EQUIPMENT REQUIRED FORTESTS SHALL BE FURNISHED BY THE SUBCONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL TESTS SHALL BE WITNESSEDAND APPROVED BY THE LOCAL PLUMBING INSPECTOR, AND SHALL BE PERFORMED AS REQUIRED BY THE PLUMBING CODE.3.05 CLEANING UPA.AFTER ALL THE FIXTURES HAVE BEEN SET AND READY FOR USE, AND BEFORE LEAVING THE JOB, THOROUGHLY CLEAN ALL FIXTURESINSTALLED UNDER THIS CONTRACT, REMOVING ALL PLASTER, STICKERS, RUST STAINS, AND ANY FOREIGN MATTER OR DISCOLORATIONOF FIXTURES, LEAVING EVERY PART IN PERFECT CONDITION AND READY FOR USE.3.06 DISINFECTIONA.FLUSH OUT ENTIRE SYSTEM.B.INTRODUCE CHLORINE OR SOLUTION OF CALCIUM HYPOCHLORITE OR SODIUM HYPOCHLORITE. FILL LINES SLOWLY AND APPLY AGENTAT RATE WHICH WILL PRODUCE 50 PARTS PER MILLION OF CHLORIDE AS DETERMINED BY RESIDUAL CHLORINE TESTS AT END OF LINES.OPEN AND CLOSE VALVES AND HYDRANTS WHILE SYSTEM IS BEING CHLORINATED.C.AFTER TWENTY-FOUR (24) HOURS TEST FOR RESIDUAL CHLORINE. IF MORE THAN 5 PPM ARE PRESENT, FLUSH OUT SYSTEM UNTIL ALLTRACES ARE REMOVED.D.AFTER DISINFECTION, FLUSH TREATED WATER FROM SYSTEM THROUGH ITS EXTREMITIES. CONTINUE FLUSHING UNTIL SAMPLES OFWATER ARE SATISFACTORY TO LOCAL AUTHORITIES HAVING JURISDICTION. REPEAT FLUSHING IF SAMPLES TAKEN DAILY OVER NEXTTHREE (3) DAYS INDICATE THAT QUALITY OF WATER IS NOT BEING MAINTAINED. DO NOT DRAW SAMPLES FROM HYDRANTS ANDUNDISINFECTED HOSE.E.SUBMIT TEST RESULTS TO OWNER.c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SETAS NOTEDJGSPLUMBING SPECIFICATIONSP0.1
UPUPUPUPBLDG B - PLUMBING GROUND FLOOR PLAN1/4" = 1'-0"WH1WH14" S TO 10'-0"OUTSIDEBUILDING4" S TO 10'-0"OUTSIDEBUILDINGFLCOFLCOco4"S UP4" S BELOWSLAB4" S BELOWSLAB4" S BELOWSLAB1DRAWING NOTES:4" S DN.4" S & 2" V UP.2" S UP.1 1/2" S & 1/2" H&CW DN; 1 1/2" V RISE.3" S & 1/2" H&CW DN; 2" V RISE.1" CW UP WITH ISOLATION VALVE AT ACCESS PANEL.4" S & 2" V CAPPED FOR FUTURE WATER CLOSET.1" H&CW & 3/4" RHW UP.2" S & 2" V CAPPED FOR FUTURE SHOWER.2" S CAPPED FOR FUTURE LAVATORY.2345678coco3" ScoMMMM1 1/4" BURIEDWATER LINE1 1/4" BURIEDWATER LINE1 1/4" BURIEDWATER LINEWH4" S4" S BELOWSLAB2" SCP1WH3/4"CP1WHWH3/4"3/4"3/4"WH1WH14" S TO 10'-0"OUTSIDEBUILDING4" S TO 10'-0"OUTSIDEBUILDINGFLCOFLCOco4"S UP4" S BELOWSLAB4" S BELOWSLAB4" S BELOWSLABcoco3" ScoWH4" S4" S BELOWSLAB2" SCP1WH3/4"CP1WHWH3/4"3/4"3/4"66667232311818142818110997109107910c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - PLUMBINGGROUND FLOOR PLANP1.0
BLDG B - PLUMBING FIRST FLOOR PLAN1/4" = 1'-0"UPUPUPUPDNDNDN1DRAWING NOTES:2" S & 1/2" H&CW DN., 1-1/2 V RISE.3" S & 2" V UP, 1/2" CW DN.1-1/2" S & 1/2" H&CW DN., 1-1/2" V RISE.2" S & 2" BOW VENT DN., 1/2" H&CW DN.FINAL CONNECT 1" S & 1/2" HW TO DISHWASHER.1-1/2" S & 1/2" H&CW UP.1-1/4" CW, 1" HW & 1/2" RHW DN.2" V RISE, 1/2" CW DN.4" S STACK UP & DN.4" S, 2" V & 1/2" CW UP.3" S & 1/2" H&CW UP.2" S, 2" V & 1/2" H&CW UP.2" V DN; 2" V RISE.2345P-3P-3P-2P-1P-1P-1P-2P-2P-3P-3678910coco662"1/2"H&CW &1/2"RHW1/2"10co1"H&CW &1/2"RHW1 1/4"CW,1"HW &1/2"RHW710co51 1/2"V UP671 1/4"CW,1"HW &1/2"RHW1111121231 1/2"V UP2"V UP84"4"123/4"1/2"2"4"9co61010co12co66451233/4"H&CW &1/2"RHWco2"V UP1113133"4"4"1 1/2"coco662"1/2"H&CW &1/2"RHW1/2"10co1"H&CW &1/2"RHW1 1/4"CW,1"HW &1/2"RHW710co1 1/2"V UP67111231 1/2"V UP2"V UP84"4"123/4"1/2"2"4"9co61010co12co66451233/4"H&CW &1/2"RHWco2"V UP11133"4"4"1 1/2"52"P-2P-12"1 1/4"CW,1"HW &1/2"RHW111111c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - PLUMBINGFIRST FLOOR PLANP1.11REVISION # 110/2/2020
BLDG B - PLUMBING SECOND FLOOR PLAN1/4" = 1'-0"DNDNDNDN1DRAWING NOTES:3" S & 1/2" H&CW DN., 2" V RISE. 3" STANDPIPE ATLAUNDRY BOX.2" V DN.1-1/2" V DN.4" VENT THRU ROOF.1-1/2" S & 1/2" H&CW DN., 1-1/2" V RISE.2" V & 1/2" CW DN.2" S & 1/2" H&CW DN., 1-1/2 RISE.4" S & 1/2" CW DN., 4" V RISE.4" S DN., 4" V RISE.(2) 2" V DN.2345P-2P-2P-2P-2P-2P-2P-2P-2P-2P-2P-1P-1P-1P-1P-1P-1P-1P-4AP-1P-4P-4P-4P-4P-4AP-4AP-4A2"312441P-5P-5567365577895104"2"2"1-1/2"2"2"1-1/2"6789102"3125441567365577895104"2"2"1-1/2"2"2"1-1/2"P-55755P-2P-2611111111c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - PLUMBINGSECOND FLOOR PLANP1.21REVISION # 110/2/2020
BLDG B - PLUMBING GROUND FLOOR UPGRADE1/4" = 1'-0"P-2P-1P-1P-4BP-2P-4CWH1WH14" S TO 10'-0"OUTSIDEBUILDING4" S TO 10'-0"OUTSIDEBUILDINGFLCOFLCOco4"S UP4" S BELOWSLAB4" S BELOWSLAB4" S BELOWSLAB1DRAWING NOTES:4" S DN.4" S & 2" V UP.2" S UP.1 1/2" S & 1/2" H&CW DN; 1 1/2" V RISE.3" S & 1/2" H&CW DN; 2" V RISE.1" CW UP WITH ISOLATION VALVE AT ACCESS PANEL.4" S & 2" V CAPPED FOR FUTURE WATER CLOSET.1" H&CW & 3/4" RHW UP.2" S & 2" V CAPPED FOR FUTURE SHOWER.2" S CAPPED FOR FUTURE LAVATORY.2345678coco3" Sco1 1/4" BURIEDWATER LINE1 1/4" BURIEDWATER LINEWH4" S4" S BELOWSLAB2" SCP1WH3/4"CP1WHWH3/4"3/4"3/4"6623145 818142910UPUP11c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - PLUMBINGGROUND FLOOR UPGRADEP1.31REVISION # 110/2/2020
BLDG B - PLUMBING FIRST FLOOR UPGRADE1/4" = 1'-0"1DRAWING NOTES:2" S & 1/2" H&CW DN., 1-1/2 V RISE.3" S & 2" V UP, 1/2" CW DN.1-1/2" S & 1/2" H&CW DN., 1-1/2" V RISE.2" S & 2" BOW VENT DN., 1/2" H&CW DN.FINAL CONNECT 1" S & 1/2" HW TO DISHWASHER.1-1/2" S & 1/2" H&CW UP.1-1/4" CW, 1" HW & 1/2" RHW DN.2" V RISE, 1/2" CW DN.4" S STACK UP & DN.4" S, 2" V & 1/2" CW UP.3" S & 1/2" H&CW UP.2" S, 2" V & 1/2" H&CW UP.2" V DN; 2" V RISE.2345P-3P-2AP-1P-1P-2P-3678910coco662"1/2"H&CW &1/2"RHW1/2"10co1"H&CW &1/2"RHW1 1/4"CW,1"HW &1/2"RHW710co51 1/2"V UP671 1/4"CW,1"HW &1/2"RHW1111121231 1/2"V UP2"V UP84"4"123/4"1/2"2"4"9co61010co12co66451233/4"H&CW &1/2"RHWco2"V UP1113133"4"4"1 1/2"2"UPUPDNDN11c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - PLUMBINGFIRST FLOOR UPGRADEP1.41REVISION # 110/2/2020
BLDG B - PLUMBING SECOND FLOOR UPGRADE1/4" = 1'-0"1DRAWING NOTES:3" S & 1/2" H&CW DN., 2" V RISE. 3" STANDPIPE ATLAUNDRY BOX.2" V DN.1-1/2" V DN.4" VENT THRU ROOF.1-1/2" S & 1/2" H&CW DN., 1-1/2" V RISE.2" V & 1/2" CW DN.2" S & 1/2" H&CW DN., 1-1/2 RISE.4" S & 1/2" CW DN., 4" V RISE.4" S DN., 4" V RISE.(2) 2" V DN.2345P-2P-2P-2P-2P-2P-2P-1P-1P-1P-4AP-1P-4P-4P-4AP-5P-56789102"3125441567365577895104"2"2"1-1/2"2"2"1-1/2"57DNDN1111c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - PLUMBINGSECOND FLOOR UPGRADEP1.51REVISION # 110/2/2020
ENERGY RECOVERY VENTILATOR SCHEDULETAGMFRMODELSUPPLY FANDATAEXHAUST FANDATAELECTRICAL DATAREMARKSCFMESPHPCFMESPHPVOLTSPHASEERV-1ZEHNDERQ350 TR ERV90.70.3485.40.341201ERV-2ZEHNDERQ350 TR ERV90..70.3485.401201REMARKS:WITH DEFROST CONTROLWITH 5.0 KW COIL1212ERV1DUCTLESS HEAT PUMP SPLIT EQUIPMENT SCHEDULECONDENSING UNITSTAGMODEL NUMBERCOOLINGCAPACITY(MBH)HEATINGCAPACITY(MBH)EER / SEEROR IPLVCOP /HSPFRATINGOAT (°F)MAX LwSOUNDPWR (dBA)MAXIMUM# OF TUSOP WT(LB)REF. WT(LB-OZ)ELECTRICALTAG NOTESVPHMCAMOCPCU-1PUHY-P14416818817- / 8.595582-26205-15208 / 23034250A,B,CTERMINAL UNITSTAGMODEL NUMBERTYPEAIR FLOWRANGE(CFM / ESP)A/CORHPCOOLINGCAPACITY(MBH)HEATINGCAPACITY(MBH)UNITWEIGHT(LB)LIQSIZE(IN)SUCSIZE(IN)LwSOUNDPWR (dBA)ELECTRICALTAG NOTESVPHMCAMOCPHP-1PKFY-P06WALL MTD.175 - 280HP6.06.722141231-37208 / 23011.0NOD,EHP-2PFFY-P06FLOOR MOUNTED175-280HP6.06.751141239-43208 / 23011.815D,EHP-3PKFY-P15WALL MTD.320-405HP15.017.029141231-36208 / 2301.315D,EHP-4PKFY-P06WALL MTD.175 - 280HP6.06.722141231-37208 / 2301.315D,EHP-5PKFY-P06WALL MTD.175-280HP6.06.722141231-37208 / 2301.315D,EHP-6PKFY-P12WALL MTD.320-405HP12.013.529141231-36208 / 2301.315D,EHP-7PKFY-P06WALL MTD.160 - 260HP6.06.722141231-36208 / 2301.315D,EHP-8PKFY-P08WALL MTD.160 - 260HP8.09.022141231-36208 / 2301.318D,EHP-9PKFY-P06WALL MTD.160 - 260HP6.06.722141231-36208 / 2301.318D,EGENERAL NOTES:1. BASIS OF DESIGN DAIKIN2. PROVIDE MINIMUM 5 YEAR COMPRESSOR WARRANTY3. PROVIDE EACH TERMINAL UNIT WITH THE FOLLOWING OPTIONAL EQUIPMENT3.1 REMOTE WIRED CONTROL4. PROVIDE EACH UNIT WITH A SINGLE POINT POWER SUPPLY5. HEATING CAPACITY RATED AT 47°F OUTDOOR AIR TEMPERATURE, U.O.N.6. REFRIGERANT SHALL BE R-410A, U.O.N.TAG NOTES:A. INVERTER CONTROLLED COMPRESSORB. PROVIDE LOW AMBIENT OPERATION PACKAGEC. INSTALL ON CONCRETE PAD ON GRADED. PROVIDE REMOTE WIRED CONTROLE. PROVIDE INTEGRATED CONDENSATE PUMPHP1CU1LOWERLEVELLEVEL 1LEVEL 2ELECTRIC HEATER SCHEDULETAGMANUFACTURERMODELLENGTHWATTSBTUHELECTRICALSTYLEREMARKSVOLTSPHASEAMPSEH-1QMARKHBB-5002'-6"500170612014.2BASEBOARDEH-2QMARKHBB-5004'-0"5006826120114.4PEDESTALEH-3QMARKHBB-5005'-0"500640024017.2PEDESTALEH1123412341234REMARKS:ARCHITECTURAL COVER - COLOR BY ARCH.ALUMINUM BAR GRILLEBUILDING THERMOSTATDISCONNECT SWITCH1234TRADIATOR COVERHOT WATER SUPPLY(BELOW FLOOR)HOT WATER SUPPLY(ABOVE FLOOR)AHUAIR HANDLING UNITTHERMOSTATFOSFORGRAVITY BACKDRAFT DAMPERDIRECT EXPANSION REFRIGERANT COILEXHAUST AIR DUCTCEILING EXHAUST REGISTERBOTTOM RETURN REGISTER (12"AFF)AIR SPLITTER DAMPERAIR VOLUME DAMPERTOP RETURN REGISTER (12" BELOW CLG)CEILING DIFFUSERRETURN AIR DUCTSUPPLY AIR DUCTFRESH AIR INTAKETOP SUPPLY REGISTERSELF-CONTAINED CONTROL VALVECDBDDDXFAITSRCVSCCVCONVECTORVDFDSDEADRADBRRTRRCERSADFIRE DAMPERCDFUEL OIL SUPPLYFUEL OIL RETURNPIPE UPCONDENSATE DRAIN PIPINGPIPE DOWNCONTROL VALVEO.S.&Y. VALVECHECK VALVEGATE VALVEBALANCING VALVEBALL VALVEH V A C L E G E N DACOUSTICALLY LINED DUCTWORKSUPPLY, RETURN OR EXHAUST DUCTWORKUHEFUNIT HEATEREXHAUST FANWWMWELDED WIRE MESH1-1/2WDOUBLE THICKNESSTURNING VANESAIRFLOW1" IN 7"SLOPEAIRFLOWAIRFLOWAIRFLOWAIRFLOWLONG RADIUS TEESUPPLY DUCTS ONLYLONG RADIUS TEERETURN DUCTS ONLYTAKE-OFFS SUPPLYDUCTS ONLYTAKE-OFFS RETURNDUCTS ONLYTAKE-OFF SUPPLYDUCTS ONLYTYPICAL TURNING VANE SUPPLYAND RETURN DUCTSFULL RADIUS ELBOW SUPPLYAND RETURN DUCTSSQUARE ELBOW SUPPLY ANDRETURN DUCTSDUCT DETAILSNO SCALETYPICAL CONDENSATE DRAIN PIPING DETAILNOT TO SCALE DRAINCONNECTION(3/4") FPT MINIMUMALLOW SUFFICIENT SPACE BELOW DRAIN PAN FORTRAP.PITCH DRAIN FOR PROPER RUNOFF.MANUALLY PRIME FILL TRAP BEFORE START-UP TOFORM INITIAL DRAIN SEAL.NOTES:1.2.3.NIPPLETEECLEANOUT PLUG3/4" VENT LINE - TERMINATE 6"ABOVE FLOOD LEVEL RIM OF DRAINPANDISCHARGE MUST BEBELOW LEVEL OF DRAINPANPITCH DOWNPITCHDRAIN PANC.O.C.O.X"1/2X"=MIN. DROPRETURN BENDX=TOTAL STATICPRESSURE OF FAN1. SEE SPECIFICATION FOR HANGER SIZES.HEAVY-DUTYCLEVIS HANGERNOTE:1/2" WIDE X 3" LONGVAPOR BARRIER MASTICWOOD BLOCKPIPEFIBERGLASSSUPPORT NUT (TYP)LOCKING NUT (TYP)PIPE INSULATIONPIPE HANGER DETAILNO SCALEGALVANIZED INSULATIONSHIELD - 12" LONGDUCTLESS A/C AIR COOLED CONDENSER ROOF MOUNTING DETAILNO SCALEHEAT PUMP UNITINSULATED LIQUIDLINE & SUCTION LINETO CHASE HOUSINGPIPING SUPPORT. BASED ON DURA BLOKPRODUCTS. BASE SHALL HAVE 1" GALVANIZEDCHANNEL. COORDINATE BLOCK LENGTH WITHNUMBER OF PIPING CIRCUITS. BASED ON DURABLOK DB6 SERIES. PROVIDE B2400 PIPE CLAMPPIPING NOTE:ALL REFRIGERANT PIPING SHALL BE INSTALLED,SIZED AND INSULATED ACCORDING TOMANUFACTURER'S SPECIFICATIONSPIPING SUPPORT. BASED ON DURABLOK PRODUTS. BASE SHALL HAVE 1"GALVANIZED CHANNEL. COORDINATEBLOCK LENGTH WITH NUMBER OFPIPE CIRUITSPIPE CHASE HOUSING BASED ONALTA PRODUCTS MODEL AL-201412.PROVIDE EXIT SEALSEQUIPMENT STAND SPECIFICATIONS1.6"x6" FEET WITH RUBBER PADS.2.FEET ADJUSTABLE TO 1.25" IN HEIGHT.3.HOLES FOR MOUNTING.4.14 GA. TUBING. 500 LB LOADING.5.PWDER COATED.6.MULTI-POSITION CLIPS FOR MOUNTING.7.18" FIXED HEIGHT. ADJUSTABLE WIDTH& LENGTH.PROVIDE HEAT PUMP EQUIPMENTSTAND. SECURE UNIT TO STAND.EQUIPMENT STAND SHALLELEVATE UNIT MINIMUM 18"ABOVE ROOF. BASED ONQUICK-SLING MODEL QSTD3000SECURE UNIT TO 6"x6" PRESSURETREATED WOOD SLEEPERS.RUBBER PADS SHALL NOT BECOMPRESSED BEYOND 1/6" TOMAINTAIN ISOLATIONINSTALLATION NOTE:ACTUAL INSTALLATION REQUIREMENTS MAYVARY BETWEEN MANUFACTURERS AND MODELS.REFER TO INSTALLATION MANUAL FOR ALLINSTALL INSTRUCTIONS AND RECOMMENDATIONS3c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SETAS NOTEDJGSHVAC LEGENDAND DETAILSH0.02REVISION #29/21/20203REVISION #311/9/2020
HVAC - SECTION 2300003$57±*(1(5$/1.01RELATED DOCUMENTSA. ALL WORK SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES AND ANY OTHER AUTHORITIES HAVING JURISDICTION.1.02SUMMARYA. PERFORM WORK AND PROVIDE MATERIALS AND EQUIPMENT AS REQUIRED FOR A COMPLETE AND OPERATIONAL HVAC SYSTEM AS SHOWN ON THE DRAWINGSAND AS SPECIFIED IN THIS SECTION. COMPLETELY COORDINATE WITH WORK OF OTHER TRADES AND PROVIDE FOR COMPLETE AND FULLY FUNCTIONALINSTALLATION. WHEN THE WORD “PROVIDE” IS USED IN THIS SPECIFICATION, IT SHALL MEAN TO FURNISH AND INSTALL.B. THE WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING MAJOR ITEMS OF WORK:1. COMPLETE HVAC SYSTEM. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE2. COMPLETE ROOF MOUNTED HVAC DUCT SYSTEM CONNECTED TO THE EXISTING3. MISCELLANEOUS STEEL, DUNNAGE, SUPPORTS, HANGERS, PADS, ETC., AS SHOWN, AND AS REQUIRED4. EXHAUST FANS.5. AUTOMATIC TEMPERATURE CONTROLS - CONNECT TO EXISTING CAMPUS EMS(AUTOMATED LOGIC)6. INSTRUCTION MANUALS AND STARTUP INSTRUCTIONS7. ALL RIGGING AND HOISTING OF EQUIPMENT AS REQUIRED8. ACCESS DOORS ON SHEET METAL DUCTWORK, SHEET METAL PANELS AND ENCLOSURES9. PRE-FABRICATED OR FIELD ERECTED CURBS10. BALANCING FOR NEW EXHAUST SYSTEM11. CLEAN AND ADJUST NEW EXHAUST FANS12.TESTING AND BALANCING OF NEW EXHAUST SYSTEMS13. DISCONNECT AND REMOVE ALL EXISTING HVAC DUCTWORK, PIPING, AND EQUIPMENT MADE OBSOLETE BY NEW CONSTRUCTION14. ELECTRICAL POWER WIRING. CONNECTING NEW FANS TO EXISTING POWER CIRCUITS, OR NEW CIRCUITS WITH IN THE BUILDINGC. THIS CONTRACTOR IS RESPONSIBLE FOR SLEEVING ALL HOLES REQUIRED OF HIS WORK PRIOR TO POURING OF THE CONCRETE SLABS. ALL HOLES LESS THAN OREQUAL TO 5” SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO CORE. SIZES LARGER SHALL BE CORED THE G.C. HOWEVER, IF CORING IS REQUIRED DUE TOFAILURE OF THIS CONTRACTOR TO SET A SLEEVE PRIOR TO POURING THAN THIS CONTRACTOR SHALL BE RESPONSIBLE FOR BEARING THE COST OF ANY OF THISADDITIONAL WORK REQUIRED OF THE G.C.D. CONTRACTOR IS RESPONSIBLE FOR FIRE-STOPPING ALL RATED PENETRATIONS OF THE STRUCTURE.1.03SUBMITTALSA. PRODUCT DATA: WITHIN 5 CALENDAR DAYS AFTER THE CONTRACTOR HAS RECEIVED THE OWNER’S NOTICE TO PROCEED, SUBMIT THE FOLLOWING. REFER TODIVISION 1 REQUIREMENTS FOR COPY QUANTITY OF SUBMITTALS OR IF NOT SPECIFIED SUBMIT SEVEN (7) COPIES.1. COORDINATED SHOP DRAWINGS, SHOWING PROPOSED LAYOUT OF EQUIPMENT, PIPING AND DUCTWORK, CONTROLS, AND OTHER COMPONENTS OF THESYSTEM. DUCTWORK SHOP DRAWINGS SHALL BE DONE AT ¼” =1’-0”. SUBMIT CUT SHEETS ON DUCTWORK, CONNECTIONS, FITTINGS, AIR TERMINALS, FIREDAMPERS, ETC…2. MANUFACTURER CATALOGS, SAMPLES, AND OTHER ITEMS NEEDED TO FULLY DEMONSTRATE THE QUALITY OF THE PROPOSED AND DIMENSIONAL DATA ONTHE FOLLOWING:A. NEW EXHAUST FANB. TEMPERATURE CONTROLSC. DUCT WORK AND DUCT SUPPORTSD. ELECTRICAL POWER WIRINGB. RECORD DRAWINGS1. INCLUDE A COPY OF THE RECORD DRAWINGS (AS-BUILTS) IN EACH COPY OF THE OPERATION AND MAINTENANCE MANUAL DESCRIBED BELOW.C. TESTING AND BALANCING REPORTS1. SUBMIT FOUR (4) COPIES OF A CERTIFIED TESTING AND BALANCING REPORT TO THE ENGINEER FOR REVIEW AND APPROVAL. INCLUDE ALL AIRFLOW ANDTEMPERATURE READINGS AS OUTLINED HEREIN.D. OPERATING INSTRUCTIONS1. PRIOR TO THE COMPLETION OF ALL WORK AND THE FINAL INSPECTION OF THE INSTALLATION BY THE OWNER, THREE (3) COPIES OF A COMPLETEINSTRUCTION MANUAL, BOUND IN BOOKLET FORM AND SUITABLY INDEXED, SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. ALL WRITTENMATERIAL CONTAINED IN THE MANUAL SHALL BE TYPEWRITTEN OR PRINTED.1.04,16758&7,212)2:1(5¶63(56211(/A. AFTER COMPLETION OF ALL WORK AND ALL TESTS AND AT SUCH TIME AS DESIGNATED BY THE OWNER, PROVIDE THE NECESSARY SKILLED PERSONNEL TODEMONSTRATE THE OPERATION THE ENTIRE INSTALLATION FOR A PERIOD OF EIGHT (8) HOURS.B. DURING THE OPERATING PERIOD, FULLY INSTRUCT THE OWNER’S REPRESENTATIVE IN THE COMPLETE OPERATION, ADJUSTMENT AND MAINTENANCE OF THEENTIRE INSTALLATION.1.05QUALITY ASSURANCEA. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELYFAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK IN THIS SECTION.B. THE CONTRACTOR’S SUPERINTENDENT SHALL CONDUCT ALL COORDINATION BETWEEN THE CONTRACTOR, THE ARCHITECT, THE ENGINEERS, ETC., AND SHALLFULLY REPRESENT THE CONTRACTOR’S POSITION IN HIS ABSENCE. ALL DECISIONS BY THE SUPERINTENDENT SHALL BECOME THE RESPONSIBILITY OF THECONTRACTOR AND BINDING TO THE CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DRAWINGS, AND THAT WHICH IS WRITTEN OR IMPLIED IN THESPECIFICATIONS.C. WITHOUT ADDITIONAL COST TO THE OWNER, PROVIDE SUCH OTHER LABOR AND MATERIALS AS ARE REQUIRED TO COMPLETE THE WORK OF THIS SECTION INACCORDANCE WITH THE REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, REGARDLESS OF WHETHER SUCH MATERIALS AND ASSOCIATEDLABOR ARE CALLED FOR ELSEWHERE IN THESE CONTRACT DOCUMENTS.D. BEFORE SUBMITTING THE FINAL PROPOSAL EXAMINE THE SITE OF THE PROPOSED WORK TO DETERMINE EXISTING CONDITIONS THAT MAY EFFECT THE WORK, ASTHIS SECTION WILL BE HELP RESPONSIBLE FOR ANY ASSUMPTION IN REGARD THERETO.1.06 GUARANTEEA. THE CONTRACTOR SHALL GUARANTEE EVERY COMPONENT PART OF EACH SYSTEM FOR A MINIMUM OF ONE-YEAR PARTS AND LABOR. THE CONTRACTOR SHALLALSO PROVIDE THE OWNER WITH FACTORY WARRANTIES FOR ALL EQUIPMENT. FOR EQUIPMENT WITH COMPRESSORS, PROVIDE EXTENDED FIVE-YEAR WARRANTYON ENTIRE SEALED SYSTEM.3$57±352'8&762.01 DUCTWORKA. ALL NEW ROOF MOUNTED DUCTWORK, SHALL BE ALUMINUM SHEET METAL DUCTS FABRICATED AND INSTALLED TO PERTINENT ASHRAE AND SMACNA STANDARDS,EXCEPT AS OTHERWISE INDICATED. ALUMINUM DUCTWORK SHALL CONFORM TO ASTM A527 (G-90) HAVING NOT LESS THAN 1.25 OZ. OF ZINC ON EACH SIDE OF EACHSQUARE FOOT OF SHEET. DUCT SYSTEMS SHALL COMPLY WITH THE PRESSURE VELOCITY CLASSIFICATION IN COMPLIANCE WITH THE SMACNA HVAC DUCTCONSTRUCTION STANDARDS, 1985 FIRST EDITION. MINIMUM PRESSURE CLASSIFICATIONS SHALL BE 2” W.G. DUCTS FOR HOOD SHALL BE WELDED STEEL WITH FIREWRAP INSULATION.B. FURNISH AND INSTALL THE SIZE, CONNECTIONS AND RUN OF DUCTS AS INDICATED ON THE DRAWINGS. DRAWINGS INDICATE INSIDE CLEAR DIMENSIONS.C. THE SHEET METAL DUCTWORK SHALL, WHETHER INDICATED OR NOT, RISE AND DROP AND CHANGE IN SHAPE TO CLEAR LIGHTING FIXTURES, PLUMBING ANDSTRUCTURAL FRAMING ETC., TO MAINTAIN THE DESIRED CLEARANCES WITHIN THE SPACES.D. THE DUCTWORK SHALL BE CONTINUOUS WITH AIRTIGHT JOINTS AND SEAMS PRESENTING A SMOOTH SURFACE ON THE INSIDE AND NEATLY FINISHED ON THEOUTSIDE. DUCTS SHALL BE CONSTRUCTED WITH CURVES AND BENDS SO AS TO EFFECT AN EASY FLOW OF AIR. UNLESS OTHERWISE SHOWN ON THE DRAWINGS,THE INSIDE RADIUS OF ALL CURVES AND BENDS SHALL BE NOT LESS THAN WIDTH OF DUCTS IN PLANE OF BEND.E. ALL DUCTWORK, UNLESS OTHERWISE NOTED, SHALL BE BUILT FROM ALUMINUM SHEET THOROUGHLY BRACED AND STIFFENED. ALL DUCTWORK SHALL BE OF THEGAUGE RECOMMENDED BY SMACNA EXCEPT THAT THE MINIMUM GAUGE THICKNESS FOR ANY DUCT SHALL BE NO LESS THAN 24.F. SEAL ALL DUCTS SEAMS, TRANSVERSE AND LONGITUDINAL, AIR TIGHT WITH 3M “ED800” OR EQUAL DUCT SEALING COMPOUND.3$57±(;(&87,213.01 CLEANING AIR SYSTEMA.NO AIR-HANDLING UNITS SHALL BE RUN FOR TEMPORARY HEATING, VENTILATING, TESTING, OR OTHERWISE WITHOUT FILTERS IN PLACE.B.UPON COMPLETION OF CONSTRUCTION AND BEFORE TESTING, THE INTERIOR OF ALL AIR HANDLING UNITS AND PLENUMS SHALL BE VACUUM CLEANED TOREMOVE ALL CONSTRUCTION DIRT, DUST, ETC. BEFORE THE UNITS ARE TURNED ON, AND CLEAN FILTERS SHALL BE INSTALLED.3.02 CUTTING, PATCHING AND DRILLINGA.DRILLING OF ALL HOLES 4" DIAMETER AND SMALLER REQUIRED FOR THE INSTALLATION OF HEATING AND VENTILATING PIPING AND EQUIPMENT SHALL BEPERFORMED BY THE HVAC SUBCONTRACTOR.CUTTING AND PATCHING OF HOLES LARGER THAN 4” DIAMETER SHALL BE PERFORMED BY THE GENERAL CONTRACTOR IN ACCORDANCE WITH THE GENERALCONDITIONS.ALL WORK AND MATERIALS SHALL BE INSTALLED IN SUCH A MANNER AND AT SUCH TIME TO KEEP CUTTING AND PATCHING TO A MINIMUM. LOCATION FORCHASES, OPENINGS, ETC. SHALL BE CHECKED BY THE HVAC SUBCONTRACTOR, AND ERROR DUE TO FAILURE TO CO-ORDINATE WORK WITH OTHER DIVISIONSSHALL BE THE RESPONSIBILITY OF THE HVAC SUBCONTRACTOR, WHO SHALL MAKE THE CORRECTIONS AS HIS OWN EXPENSE.B.WORK SHALL INCLUDE FURNISHING AND LOCATING INSERTS REQUIRED BEFORE THE FLOORS AND WALLS ARE BUILT, OR BE RESPONSIBLE FOR THE COST OFCUTTING AND PATCHING REQUIRED FOR PIPES WHERE SLEEVES AND INSERTS WERE NOT INSTALLED, OR WHERE INCORRECTLY LOCATED. THE HVACSUBCONTRACTOR SHALL DO ALL DRILLING REQUIRED FOR THE INSTALLATION OF HANGERS. PATCHING OF ALL HOLES, AFTER INSTALLATION OF PIPING OREQUIPMENT SHALL BE PERFORMED BY THE GENERAL CONTRACTOR.C.AS THE WORK NEARS COMPLETION, ALL PIPE CUTTING AND THREADING, ETC. SHALL BE DONE IN A LOCATION APPROVED BY THE ARCHITECT.D.NO PIPE CUTTING OR THREADING SHALL BE DONE IN AREAS WHERE COMPLETED CONCRETE FLOOR SLAB IS TO REMAIN AS FINISHED OR BE PAINTED LATER.SHOULD USE OF SUCH AN AREA BE NECESSARY, THE HVAC SUBCONTRACTOR SHALL COVER THE WORKING AREA WITH CANVAS TARPAULINS IN AN APPROVEDMANNER.3.03 SYSTEM TESTS AND CLEAN-UPA.THE ENTIRE HVAC SYSTEM SHALL BE TESTED AT COMPLETION OF THE BUILDING, AND IT SHALL BE ESTABLISHED THAT ALL CONTROLS ARE CALIBRATEDACCURATELY AND PERFORMING SATISFACTORILY AND THAT ALL UNITS ARE HVAC SATISFACTORILY. THE SYSTEMS SHALL BE CHECKED FOR VIBRATION ANDEXCESSIVE NOISE AND ALL SUCH CONDITIONS CORRECTED.B.AT THE COMPLETION OF ALL WORK, ALL EQUIPMENT ON THE PROJECT SHALL BE CHECKED AND THOROUGHLY CLEANED INCLUDING COILS, PLENUMS, UNDEREQUIPMENT AND ANY AND ALL OTHER AREAS AROUND OR IN EQUIPMENT PROVIDED UNDER THIS SECTION. ANY FILTERS USED DURING CONSTRUCTION SHALLBE REPLACED WITH NEW FILTERS DURING FINAL CLEAN-UP.C.AT THE COMPLETION OF ALL WORK, ALL EQUIPMENT ON THE PROJECT SHALL BE CHECKED FOR PAINTING DAMAGE, AND ANY FACTORY FINISHED PAINT THATHAS BEEN DAMAGED SHALL BE REPAIRED TO MATCH THE ADJACENT AREAS.D.ANY METAL OR ESPECIALLY COVERED AREAS THAT HAVE BEEN DEFORMED SHALL BE REPLACED WITH NEW MATERIAL AND REPAINTED TO MATCH THEADJACENT AREAS.3.04 SPARE PARTSA.FAN BELTS: THIS CONTRACTOR SHALL PROVIDE ONE (1) SPARE FAN BELT OF EACH BELT DRIVEN FAN INSTALLED.B.FURNISH A TYPEWRITTEN CERTIFICATE CONFIRMING THE ABOVE AND STATING THE OWNER DESIGNATED LOCATION TO WHICH THE SPARE PARTS HAVE BEENDELIVERED.DELIVERY OF PARTS SHALL BE CONFIRMED BY THE OWNER'S REPRESENTATIVE, WHO SHALL COUNTERSIGN THE CERTIFICATE.G. AT BRANCH DUCTS, PROVIDE MANUALLY OPERATED DAMPERS OF THE TYPE AND ARRANGEMENT SHOWN ON THE DRAWINGS, TWO GAUGES HEAVIER THAT THE DUCT INWHICH INSTALLED AND EQUIPPED WITH LOCKING QUADRANTS. ALL BRANCH TAKE-OFFS SHALL BE MADE WITH 45 OR FULL BELLMOUTH TYPE FITTINGS.H. VOLUME DAMPERS, PROVIDE SINGLE AND MULTI BLADE MANUALLY ADJUSTABLE DAMPERS AS SHOWN ON DRAWINGS IN ALL DUCT SPLITS AND BRANCH CONNECTION OFSUPPLY AND EXHAUST AIR SYSTEMS.I. TURNING VANES, PROVIDE AND INSTALL AIRFOIL VANES AT SQUARE DUCT ELBOWS AND AS NOTED ON DRAWINGS. VANE LENGTH NOT TO EXCEED 36 INCHES. PROVIDESEPARATE EQUAL SIZE SECTIONS FOR GREATER LENGTHS.J. FLEXIBLE DUCT SHALL BE 1” THICK INSULATED LOW PRESSURE TYPE WITH VAPOR BARRIER AS MANUFACTURED BY AUTOMATION INDUSTRIES. THERMOFLEX TYPE MKE OREQUAL. MAXIMUM LENGTH OF FLEX DUCT IS 5 FEET. SECURE WITH TIE STRAPS SCREWED TO DUCT AND DUCT SEALER. FLEXIBLE DUCTWORK SHALL ONLY BE ALLOWED ATCONNECTIONS TO DIFFUSERS, REGISTERS, AND GRILLES WHERE THE DUCTWORK IS LOCATED ABOVE AN ACOUSTICAL CEILING.2.02EXHAUST FANSA. EXHAUST FANS SHALL BE OF THE TYPE AND CAPACITY SHOWN ON THE DRAWINGS; COOK, GREENHECK, , PENN, OR EQUAL. FAN SHALL BE TESTED IN ACCORDANCE WITHAMCA AND BEAR THE AMCA CERTIFIED PERFORMANCE RATING SEAL; FANS SHALL BE UL LISTED. ALL FANS SHALL COME EQUIPPED WITH FACTORY WIRED AND MOUNTEDDISCONNECT SWITCHES AND BACK DRAFT DAMPERS.B. LAB EXHAUST FANS SHALL BE FORWARD CURVED CENTRIFUGAL WHEEL WITH BY PASS DAMPER AND MIXING BOX MOTOR AND FAN SHALL BE REMOVABLE FROM HOUSING,MOTOR SHALL HAVE BALL BEARINGS AND HAVE BUILT IN OVERLOAD PROTECTION. HOUSINGS SHALL BE STEEL WITH SPUN ALUMINUM HOUSING. PROVIDE FACTORYMOUNTED DISCONNECT SWITCH AND BACKDRAFT DAMPERS AND SPEED CONTROL SWITCH MOUNT FAN WITH VIBRATION ISOLATORS.2.03PROJECT SCHEDULEA. WORK SHALL START NO LATER THAN JULY 19,2015AND MUST BE SUBSTANTIALLY COMPLETE NO LATER THAN AUGUST 21,2015.EF-4 SHALL BE FULLY OPERATIONAL BYAUGUST 21,2015, QUICK SHIP ON FANS IS REQUIRED TO . THE DEMOLITION OF THE EXISTING LAB EXHAUST FAN AND DUCT WORK MUST BE CAREFULLY TIMED WITH THEINSTALLATION OF THE NEW SYSTEM TO MINIMIZE SYSTEM SHUT DOWN TO 4 HRS OR LESS.2.04ELECTRICAL WORKA. THIS CONTRACTOR SHALL FURNISH AND INSTALL NEW FUSED DISCONNECT SWITCHES FOR ALL NEW FANS AND EXTEND EXISTING FEEDERS AS REQUIRED. EF-4 SHALL BEFED FROM A NEW 20 AMP 3 POLE BREAKER AND NEW FEEDS FROM THE MDP IN THE BASEMENT ELECTRICAL ROOM. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLEFOR DISCONNECTING AND RECONNECTING POWER TO ALL EQUIPMENT, AND SHALL COORDINATE WITH THE ATC CONTRACTOR OF THE INSTALLATION AND WIRING OF VFD ONALL FANS.2.05AUTOMATIC TEMPERATURE CONTROLSA. FURNISH AND INSTALL ALL CONTROL COMPONENTS NECESSARY TO OBTAIN A FULLY FUNCTIONAL CONTROL SYSTEM AS DESCRIBED HEREIN. THE CONTRACTOR ISRESPONSIBLE FOR PROVIDING ALL CONTROLS, RELAYS, ETC. NECESSARY TO ACCOMPLISH THE SEQUENCE OF OPERATIONS AND PERFORMANCE SPECIFIED, WHETHER ORNOT THE ITEMS ARE SPECIFICALLY IDENTIFIED HEREIN. WHEREVER A SETPOINT IS REFERRED TO, THIS IMPLIES THAT THE SETTING IS ADJUSTABLE BY THE USER.B. THE HVAC CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR AND PAY FOR ALL ELECTRICAL POWER SERVICE REQUIRED TO SUPPLY THE REQUIREDPOWER VOLTAGE TO THE CONTROL SYSTEMS IF NOT SHOWN ON THE ELECTRICAL DRAWINGS. ALL LOW VOLTAGE CONTROL WIRING SHALL BE MINIMUM OF 18 AWG PLENUMRATED. ALL WIRING SHALL RUN CONCEALED WITHIN WALLS AND CEILINGS.C. ALL CONTROL WORK SHALL BE FUNISHED AND INSTALLEDBY AUTOMATIED LOGICAND INTEGRATED TO THE EXISTING CAMPUS EMS SYSTEM PROVIDE COMPLETE GRAPHICSFOR ALL N EW FAN SYSTEMS2.06SEQUENCE OF OPERATIONA. EACH NEW FAN SHALL BE CONNECTED TO THE EXISTING CAMPUS EMS SYSTEMB. EACH NEW FAN SHALL BE FITTED WITH A VFD DRIVE FURNISHED AND INSTALLED BY THE TEMPERATURE CONTROL CONTRACTOR. ALL FANS SHALL BE HAVE START/STOP,AND FAN STATUS. AND ALARMSC. EF-1 SHALL BE ACTIVATED THRU THE EMS AND SHALL RUN CONTINUOUSLY. THIS FAN SHALL BE PROGRAMMED TO RUN AT FULL SPEED IN THE OCCUPIED MODE AND ATLOW SPEED(50%) IN THE UNOCCUPIED MODE THRU THE VFD .D. EF-2 SHALL BE ACTIVATED THRU THE EMS AND SHALL BE CONTROLLED TO RUN AT LOW SPEED IN THE OCCUPIED MODE(25%) AND DISABLE IN THE UNOCCUPIED MODE. AFAN OVERRIDE SWITCH SHALL BE INSTALLED IN THE MECHANICAL ROOM BELOW THE FAN . WHEN ACTIVED THE OVERRIDE SWITCH SHALL CHANGE THE SPEED OF THE FAN TO100% CAPACITYE. EF-3 SHALL BE ACTIVATED THRU THE EMS TO RUN IN THE IN THE OCCUPPIED MODE AND BE OFF IN THE UNOCCUPIED MODE.F. EF-4 SHALL BE ACTIVATED THRU THE EMS AND FAN SPEED SHALL VARY BASED ON DUCT STATIC PRESSURE. THIS FAN IS A LAB EXHAUST FAN AND SHALL RUNCONTINUOUSLY TO MAINTAIN STATIC PRESSURE.3.05 IDENTIFICATIONA. TAG ALL NEW FANS WITH FAN NUMBER,AREA SERVED, AND POWER FEED LOCATION.3.06 FIRE SAFINGA.WORK INCLUDED: PROVIDE LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK INCLUDING, BUT NOT LIMITED TO THE FOLLOWING:1.FIRE SAFING AT ALL PENETRATIONS THROUGH FIRE BARRIERS.2.FIRE SAFING AT ALL PENETRATIONS THROUGH SMOKE BARRIERS.3.EXTENT OF FIRE AND SMOKE BARRIERS AS INDICATED ON THE ARCHITECTURAL DRAWINGS.4.FIRE SAFING AT ALL PENETRATIONS THROUGH FLOORS, SHAFTS, CORRIDOR WALLS, STAIRWAY WALLS, MECHANICAL ROOMS, ELECTRICAL ROOMS, VAULTS,STORAGE ROOMS, KITCHEN, MACHINE ROOMS, OUTDOOR STORAGE ROOMS, AND RECEIVING ROOMS.B.SAFING INSULATION1.FIRE SAFING INSULATION SHALL BE THERMAFIBER AS MANUFACTURED BY USG INTERIORS, INC. OR ARCHITECT-ENGINEER APPROVED EQUAL, 4" MINIMUMTHICKNESS BY THE REQUIRED FULL LENGTH AND WIDTH, OR AS INDICATED ON THE DRAWINGS.2.PROVIDE INCIDENTAL GALVANIZED STEEL CLIP ANCHORS.C.SEAL COMPOUND: AT "POKE-THROUGH" OPENINGS, APPLY "FIRECODE" SEAL COMPOUND AS MANUFACTURED BY USG INTERIORS, INC., OR APPROVED EQUAL,OVER THERMAFIBER FIRE SAFING.D.PREPARATION1.AT ALL FIRE RATED ASSEMBLIES, PREPARE ALL PENETRATIONS FOR DUCTS, PIPES, AND FIRE DAMPERS.E.APPLICATION1.INSTALL APPROVED FIRE SAFING INSULATION OF PROPER SIZE LEAVING NO VOIDS. COMPRESS AND FRICTION FIT FIRE SAFING AND USE ATTACHMENTCLIPS WHERE NECESSARY.2.SEAL COMPLETELY AROUND ALL OPENINGS AND OVER THE FIRE SAFING INSULATION WITH SEALING COMPOUND3.07 AIR FLOW BALANCE AND TESTSA.INTRODUCTION1.THE FINAL ADJUSTMENTS AND BALANCING OF THE AIR SYSTEMS AND THE TEMPERATURE CONTROL SYSTEM SHALL BE PERFORMED BY AN INDEPENDENTBALANCING CONTRACTOR UNDER THE SUPERVISION OF THE ARCHITECT/ENGINEER. THE BALANCING CONTRACTOR SHALL BE NEBB CERTIFIED. ALL LABORAND INSTRUMENTS NECESSARY TO COMPLETE THIS WORK SHALL BE PROVIDED BY THE BALANCING CONTRACTOR. THE TEMPERATURE CONTROLMANUFACTURER SHALL PROVIDE LABOR AND TECHNICAL ASSISTANCE AS REQUIRED BY THE BALANCING CONTRACTOR. THE BALANCING CONTRACTORSHALL ALSO BE RESPONSIBLE FOR REMOVING A CEILING BAR BLANK AS REQUIRED FOR RETURN AIR TO CEILING PLENUM.2.PRIOR TO THIS FINAL ADJUSTING AND BALANCING, THE SUBCONTRACTOR SHALL HAVE THOROUGHLY CHECKED AND TESTED ALL PARTS OF THE SYSTEMFOR COMPLETE AND PROPER LUBRICATION OF ALL PARTS AND EQUIPMENT, PROPER DIRECTION OF ROTATING FOR EQUIPMENT, CONTROL ALL PIPING, ANDOTHERWISE SEE THAT ALL SYSTEMS ARE MECHANICALLY AND ELECTRICALLY COMPLETE.3.IMMEDIATELY FOLLOWING THE COMPLETION OF THE ADJUSTING AND BALANCING OF THE SYSTEMS, FINAL READINGS SHALL BE TAKEN AND RECORDED OFALL ELECTRICAL LOADS FOR MOTORS AND HEATING EQUIPMENT, FINAL CFM'S FOR ALL SYSTEMS, FAN SPEEDS, FAN SYSTEM TOTAL CFM'S OPERATINGSTATIC PRESSURES AT VARIOUS POINTS IN THE SYSTEM. AFTER ALL DATA IS RECORDED, A FINAL FUNCTIONAL TEST OF ALL SYSTEMS WILL BEPERFORMED TO VERIFY THEIR OPERATION AND DEMONSTRATE TO THE OWNER THE PERFORMANCE AND OPERATING PROCEDURES FOR THE SYSTEMS.AIR BALANCE PROCEDURE:1.GENERAL INSTRUCTIONS: THE SUPPLY AND RETURN AIR FANS SHOULD BE AIR BALANCED WITH ALLOWANCES IN THE FAN SPEEDS FOR DIRTY FILTERS,DAMPER SEQUENCING, AND BUILDING PRESSURIZATION. THE TEMPERATURE CONTROL SUBCONTRACTOR AND THE MECHANICAL SUBCONTRACTOR SHALLWORK TOGETHER DURING THE ENTIRE BALANCING PROCEDURE.2.BALANCING PROCEDURES: START SUPPLY AND RETURN AIR FANS. SET SYSTEM TO MINIMUM OUTSIDE AIR AND IF FACE AND BYPASS DAMPERS AREINSTALLED, SET TO BYPASS CONDITION. CHECK FAN DRIVE FOR ROTATION AND SLIPPAGE. MEASURE ACTUAL AMPERES AND CALCULATE BRAKEHORSEPOWER USING THE FOLLOWING FORMULA.MEASURED AMPS X NAMEPLATE H.P.BHP = NAMEPLATE RATED AMPS.a.THE BRAKE HORSEPOWER MUST NOT EXCEED THE NAMEPLATE RATING.b.STABILIZING THE EXHAUST FANS: MEASURE THE SUCTION PRESSURE AT A POINT BETWEEN THE OUTSIDE AIR DAMPERS IN THEIR MINIMUM OUTSIDEAIR POSITION AND THE EXHAUST DAMPERS CLOSED. ALL BALANCING DAMPERS IN THE SUPPLY AND RETURN AIR SYSTEMS MUST BE IN THEIRMAXIMUM OPEN POSITION. THIS SUCTION PRESSURE SHOULD BE APPROXIMATELY - .4 INCHES TO .5 INCHES WG. IF IT IS MUCH HIGHER, LOOK FORLEAKS. SEQUENCE THE OUTSIDE AIR, RETURN AIR, AND EXHAUST AIR DAMPERS FROM MINIMUM TO MAXIMUM OUTSIDE AIR AND THEN BACK TOMINIMUM. THIS SUCTION PRESSURE MUST BE NEGATIVE TO ATMOSPHERE AND REMAIN FAIRLY CONSTANT DURING THIS CYCLE. WITH AT LEAST 20DEGREES F. TEMPERATURE DIFFERENTIAL BETWEEN OUTSIDE AND RETURN AIR TEMPERATURES, CALCULATE THE DESIGN MIXED AIR TEMPERATURE.PRELIMINARY BALANCING: WITH ALL SUPPLY AND RETURN AIR BALANCING DAMPERS IN THEIR MAXIMUM OPEN POSITION, TAKE NECK VELOCITY, TIP VELOCITY, ORANY OTHER APPROVED METHOD OF MEASURING AIR FLOW THROUGH ALL SUPPLY DIFFUSERS AND/OR GRILLES ON THIS FAN SYSTEM AND RECORD THESE AIRFLOWS. SELECT THE DIFFUSERS AND/OR GRILLES WITH THE LOWEST PERCENT OF DESIGN FLOW ON EACH OF THE MAIN BRANCH DUCTS AND ADJUST THEBALANCING DAMPERS IN EACH OF THE BRANCH DUCTS TO ATTAIN THE SAME PERCENT OF DESIGN FLOW THROUGH THE LOWEST PERCENT DIFFUSERS. NOWADJUST ALL DIFFUSER BALANCING DAMPERS TO ATTAIN THE AVERAGE PERCENT OF DESIGN FLOW OF ALL DIFFUSERS ON THIS FAN SYSTEM. THE BALANCINGDAMPERS IN THE MOST CRITICAL OR LOWEST PERCENT OF DESIGN FLOW DIFFUSERS MUST BE IN THEIR MAXIMUM OPEN POSITION.c.IF THE AVERAGE PERCENT OF DESIGN FLOW IS LESS THAN DESIGN, SPEED UP BOTH SUPPLY AND RETURN AIR FANS AND REPEAT STEP.d.IF THE AVERAGE PERCENT OF DESIGN FLOW IS ABOVE FAN DESIGN, SLOW DOWN BOTH SUPPLY AND RETURN AIR FANS AND REPEAT STEP.e.START ALL EXHAUST FANS AND CALCULATE BRAKE HORSEPOWER FOR EACHB.FUNCTION CHECKING OF THE SYSTEMS:1.ANY EQUIPMENT, FILTER, ETC. USED FOR TEMPORARY HEATING MUST BE DELIVERED AFTER USE IN CLEAN CONDITION.2.ALLOW ALL FAN AND EXHAUST SYSTEMS TO OPERATE UNTIL THEY AND THEIR CONTROLS HAVE BEEN THOROUGHLY CHECKED, TESTED, AND WHERENECESSARY, READJUSTED, CALIBRATED, AND REBALANCED.3.RECORD THE FOLLOWING READINGS ON EACH SUPPLY AND/OR EXHAUST SYSTEM.a.NAMEPLATE AMPERES.b.ACTUAL AMPERES.c.NAMEPLATE HORSEPOWER.d.CALCULATE BHP AS PREVIOUSLY DESCRIBED.e.INLET STATIC PRESSURE AS PREVIOUSLY DESCRIBED.f.FAN RPMc Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SETAS NOTEDJGSHVAC SPECIFICATIONSH0.1
UPUPUPUPBLDG B - HVAC GROUND FLOOR PLAN1/4" = 1'-0"HP1WH1EH1CU1CU1CU1CU1WH1WH1WH1HP1HP1HP1EH1EH1EH11DRAWING NOTES:6x3 EXHAUST AIR DUCT UP.8x8 EXHAUST AIR REGISTER - BALANCE FOR 40 CFM.6x3 SUPPLY AIR DUCT UP.8x8 CEILING DIFFUSER - BALANCE FOR 30 CFM.REFRIGERANT DISTRIBUTION BOX.1/2" L & 1/4" S & 31" CD UP.1" CD DN. TO 12" ABOVE FINISHED GRADE.1/2" L & 1/4" S & 3/4" CD RUN TO HP IN JOIST SPACE.23451112286106COCO106CO77CO7733143436443CO866663CO77775567888223c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - HVACGROUND FLOOR PLANH1.02REVISION #29/21/20203REVISION #311/9/2020
BLDG B - HVAC FIRST FLOOR PLAN1/4" = 1'-0"UPUPUPUPDNDNDNHP1HP1HP1HP1HP1HP1HP1HP11DRAWING NOTES:6x3 EXHAUST AIR DUCT UP.8x4 EXHAUST AIR DUCT UP,6x3 EXHAUST AIR DUCT DN.10x4 WALL CAP.6x3 EXHAUST AIR DUCT UP & DN.6x3 SUPPLY AIR DUCT DN.8x4 SUPPLY AIR UP, 6x3 SUPPLY AIR DN.8x8 CEILING DIFFUSER - BALANCE FOR 30 CFM.1/2" L & 1/4" S & 3/4" CD RUN TO HP IN JOIST SPACE.1/2" L & 1/4" S & 3/4" CD DN.1/2" L & 1/4" S & 3/4" CD UP.1/2" L & 1/4" S & 3/4" CD UP & DN.6x3 SUPPLY AIR DUCT.23453334421VD20 CFMVD20 CFM1220 CFM20 CFMVDVD11COCO1181181188CO108CO108CO108CO1089678910119995725726761212123733333c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - HVACFIRST FLOOR PLANH1.12REVISION #29/21/20203REVISION #311/9/2020
BLDG B - HVAC SECOND FLOOR PLAN1/4" = 1'-0"DNDNDNDN1DRAWING NOTES:6x3 EXHAUST AIR DUCT DN.8x4 EXHAUST AIR DUCT DN.10x6 WALL CAP.6" DRYER EXHAUST WALL CAP.10x8 UP TO FRESH AIR INTAKE ROOF CAP.8x4 SUPPLY AIR DUCT DN.8x8 CEILING DIFFUSER - BALANCE FOR 80 CFM.1/2" L & 1/4" S & 3/4" CD RUN TO HP IN JOIST SPACE.1/2" L & 1/4" S & 3/4" CD DN.2345HP1HP1HP1HP1HP1HP1HP1HP1ERU1ERU1ERU1VDVDVDVDVD40 CFM30 CFM30 CFM30 CFMERU1VDVDVD40 CFM30 CFMVDVD30 CFM30 CFM94233341142655516(90 CFM)(90 CFM)(90 CFM)(90 CFM)677667CO1CO9898988CO98CO98CO98CO9878934577777VDVDVDVDVDVDVDVD33333333333333c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - HVACSECOND FLOOR PLANH1.22REVISION #29/21/20203REVISION #311/9/2020
BLDG B - HVAC GROUND FLOOR UPGRADE1/4" = 1'-0"CU1CU1WH1WH1HP1HP1EH1EH11DRAWING NOTES:6x3 EXHAUST AIR DUCT UP.8x8 EXHAUST AIR REGISTER - BALANCE FOR 40 CFM.6x3 SUPPLY AIR DUCT UP.8x8 CEILING DIFFUSER - BALANCE FOR 30 CFM.REFRIGERANT DISTRIBUTION BOX.1/2" L & 1/4" S & 31" CD UP.1" CD DN. TO 12" ABOVE FINISHED GRADE.1/2" L & 1/4" S & 3/4" CD RUN TO HP IN JOIST SPACE.234511VD30 CFMVD30 CFM866CO6CO77343643CO7756788UPUPEH1EH1333c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - HVACGROUND FLOOR UPGRADEH1.32REVISION #29/21/20203REVISION #311/9/2020
BLDG B - HVAC FIRST FLOOR UPGRADE1/4" = 1'-0"HP1HP1EH1HP1HP11DRAWING NOTES:6x3 EXHAUST AIR DUCT UP.8x4 EXHAUST AIR DUCT UP,6x3 EXHAUST AIR DUCT DN.10x4 WALL CAP.6x3 EXHAUST AIR DUCT UP & DN.6x3 SUPPLY AIR DUCT DN.8x4 SUPPLY AIR UP, 6x3 SUPPLY AIR DN.8x8 CEILING DIFFUSER - BALANCE FOR 30 CFM.1/2" L & 1/4" S & 3/4" CD RUN TO HP IN JOIST SPACE.1/2" L & 1/4" S & 3/4" CD DN.1/2" L & 1/4" S & 3/4" CD UP.1/2" L & 1/4" S & 3/4" CD UP & DN.6x3 SUPPLY AIR DUCT.2345334VD20 CFM1220 CFMVDCO118118CO108CO108967891011952761212UPUPDNDN7333c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - HVACFIRST FLOOR UPGRADEH1.42REVISION #29/21/20203REVISION #311/9/2020
BLDG B - HVAC SECOND FLOOR UPGRADE1/4" = 1'-0"1DRAWING NOTES:6x3 EXHAUST AIR DUCT DN.8x4 EXHAUST AIR DUCT DN.10x6 WALL CAP.6" DRYER EXHAUST WALL CAP.10x8 UP TO FRESH AIR INTAKE ROOF CAP.8x4 SUPPLY AIR DUCT DN.8x8 CEILING DIFFUSER - BALANCE FOR 80 CFM.1/2" L & 1/4" S & 3/4" CD RUN TO HP IN JOIST SPACE.1/2" L & 1/4" S & 3/4" CD DN.2345HP1HP1HP1HP1ERU1ERU1VDVDVD40 CFM30 CFMVDVD30 CFM30 CFM334142551(90 CFM)(90 CFM)677667CO9898CO98CO9889DNDN77VDVDVDVD3333333c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - HVACSECOND FLOOR UPGRADEH1.52REVISION #29/21/20203REVISION #311/9/2020
HAWLEY STREETPHILLIPS PLACEHAWLEY STREETPHILLIPS PLACEELECTRICAL SITE PLANSCALE: 1" = 30'S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3EXISTING UTILITY POLENEW HANDHOLENEW HANDHOLENEW HANDHOLE(2) 4"C FOR TEL/DATATO GFI INTENANTPANELTO GFI INTENANTPANELTO GFI INTENANTPANELTO GFI INTENANTPANELTO GFI INTENANTPANELTO GFI INTENANTPANELTO GFI INTENANTPANELTO GFI INTENANTPANEL(2) 4"C FOR TEL/DATA(2) 4"C FOR TEL/DATA(2) 4"C(2) 4"C(2) 4"CDUCT BANK DETAILN.T.S.(3) 3" Ø SCH. 80 PVC CONDUITT(2) 3"C &(1) 3" SPARENEW 150 KVA TRANSFORMERTNEW 150 KVA TRANSFORMERS(2) 3"C & (1) 3" SPARENEW SWITCHING MODULE12222223/C #500 MCM# 1/0 GND.3/C #500 MCM# 1/0 GND.c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1" = 20'JGSELECTRICAL SITE PLANES1.01FEEDER SIZES7/28/202REVISED SERVICE9/28/20
FFSMSEWPFACPSINGLE POLE SWITCHMOTOR SWITCHSTARTER - DISCONNECTSPEAKERMOTOREMERGENCY LIGHT W/ EXIT SIGNREMOTE EMERGENCY SPOT LIGHTDUPLEX RECEPTACLEWEATHERPROOF RECEPTACLEEMERGENCY CALL FOR AIDSMOKE DETECTORHEAT DETECTORFIRE ALARM CONTROL PANELFIRE ALARM PULL BOXFIRE ALARM HORN / STROBE208-120 PANELBOARDCEILING MOUNTED LIGHT FIXTUREUPLIGHT WALL SCONCE1x4 PENDANT LED FIXTUREDISCONNECT SWITCHQUADRUPLEX RECEPTACLELEGENDJSQUARE JUNCTION BOXOUTDOOR FLOOD LIGHTEXIT SIGNGENERAL NOTES:1.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND ELEVATIONS FOR EXACT LOCATION OF LUMINAIRES.2.REFER TO ARCHITECTUAL ELEVATIONS FOR EXACT LOCATION OF WALL MOUNTED DEVICES AND EQUIPMENT.3.EXIT SIGNS AND EMERGENCY LIGHTS SHALL BE WIRED TO THE LINE SIDE OF THE LIGHTING CIRCUIT SERVING THE SAME AREA.4.WHERE MULTIPLE LIGHT SWITCHES ARE SHOWN TOGETHER ON FLOOR PLANS, THE SWITCHES SHALL BE GANGED TOGETHERWITH COMMON FACEPLATES.5.MULTIPLE 20AMP, SINGLE POLE CIRCUITS SHARING A COMMON CONDUIT FOR EITHER LIGHT FIXTURES AND RECEPTACLES SHALLNOT SHARE COMMON NEUTRAL. EACH CIRCUIT SHALL HAVE ITS OWN NEUTRAL. A COMMON EQUIPMENT GROUND CONDUCTORMAY BE USED FOR MULTIPLE CIRCUITS RUN IN A COMMON CONDUIT AND SHALL BE SIZED FOR THE LARGEST CIRCUIT IN THECONDUIT.6.FINAL LOCATION OF VOICE/DATA AND CATV OUTLETS SHALL BE COORDINATED WITH THE OWNER PRIOR TO ROUGH-IN.7.ALL BRANCH CIRCUITS SHALL BE 2#12 AND 1#12 GROUND IN A 3/4" CONDUIT TO A 20 AMP, SINGLE POLE CIRCUIT BREAKER UNLESSOTHERWISE NOTED.8.ALL 120 VOLT BRANCH CIRCUITS HAVING A LENGTH OF GREATER THAN 75 FEET, THE MINIMUM CONDUCTOR AND EQUIPMENTGROUND CONDUCTOR SHALL BE #10 AWG.9.ANY RECEPTACLE LOCATED WITHIN 6 FEET OF A SINK SHALL BE GROUND FAULT CIRCUIT INTERRUPTER PROTECTED.LUMINAIRE SCHEDULETYPEMANUFACTURERLAMPSVOLTAGEMOUNTINGDESCRIPTIONASAVOYLED120CEILINGCEILING MOUNT BLINKBSAVOYLED120CEILINGDECORATIVE CEILING MOUNTLUMINAIRE SCHEDULE NOTES1.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND DETAILS FOR LUMINAIRE LAYOUT AND INSTALLATION ARRANGEMENT.2.ALL LUMINAIRES SHALL BE EQUIPPED WITH ENERGY SAVING TYPE LAMPS AND BALLASTS.3.ALL RAPID START AND COMPACT FLUORESCENT BALLASTS SHALL BE BASED ON THE QUALITY AND RATING AS MANUFACTURED BY "MOTOROLA GOLD" HIGHPERFORMANCE WITH LESS THAN 10% TOTAL HARMONIC DISTORTION -- BALLAST FOR RAPID START FLUORESCENT - M(X) RN SERIES4.FLUORESCENT LAMPS SHALL BE BASED ON THE QUALITY AND RATING AS MANUFACTURED BY OSRAM/SYLVANIA. DESCRIPTION AND CATALOG NUMBERS ASFOLLOWS: LAMPS FOR RAPID START FLUORSECENT - T8 OCTRON "800" SERIES - 3500K5.ALL LUMINAIRE SUBSTITUTIONS SHALL PROVIDE PHOTOMETRY AND ILLUMINATION LEVELS EQUAL TO SPECIFIED LUMINAIRES.6.ALL LUMINAIRE SUBSTITUTIONS SHALL PROVIDE ASTHETIC CONTRIBUTION EQUAL TO SPECIFIED LUMINAIRES.7.ALL LUMINAIRES SHALL QUALIFY FOR UTILTIY POWER COMPANY'S HIGHEST AVAILABLE REBATE.80" MIN48"60"48"46"18"96" MAXMMICROPHONE JACKDATADATA - VOICEGFIGROUND FAULT RECEPTACLE - ALTMINI FIRE ALARM STROBEFOCCUPANCY SWITCHSOSHDUAL HEAD EMERGENCY LIGHTSKNOX BOXKTYPICAL FIREALARM MANUALPULL STATIONTYPICAL WALLSWITCHTYPICALALTERNATEHEIGHTRECEPTACLETYPICALALTERNATEHEIGHT DATAOUTLETFINISHED FLOORTYPICALRECEPTACLETYPICAL FIREALARM CONTROLPANELSTYPICAL FIREALARM AUDIO ANDVISUAL DEVICESTYPICAL DATAOUTLETLCD DISPLAYNOTE:MOUNTING HEIGHTS NOTED ON FLOOR PLANS ORILLUSTRATED ON ARCHITECTURAL ELEVATIONS TAKEPRESIDENCE OVER STANDARD MOUNTING HEIGHTSWPSTWIRELESS ACCESS POINTTIMMER SWITCHDOOR SWITCHSDCLED120RECESSED-TYPICAL LOAD CENTER SCHEDULEPANEL: PP-1WIRES: 3MOUNTING: RTOTAL POLES: 42PHASE: 1VOLT: 120/208AIC: 22KMAINS: 225ADESCRIPTION OF LOADLOAD (KVA)BREAKERBREAKERLOAD (KVA)DESCRIPTION OF LOADABTRIPPOLEPOLETRIPAB1SMALL APPLIANCE CIRCUIT201120SMALL APPLIANCE CIRCUIT23REFRIGERATOR151120MHNC45HOOD201120SPARE67DISHWASHER201120RECEPTACLES LIVING RM89RECEPTACLES BEDROOM151120RECEPTACLES DINING RM1011BATHROOM GFI201115RECEPTACLES BED ROOM1213BATHROOM LTG'S201/40ACCU + AC21415GFI RECEPTACLES2012/-1617ELEC. WATER HEATER30/115LIGHTING1819-/2/50ELECTRIC RANGE2021GARBAGE DISPOSAL2012/-2223CONDENSATE PUMP201SPACE2425ELECTRIC DRYER30/SPACE2627-/2SPACE2829SPACESPACE30SUBTOTAL CONNECTEDSUBTOTAL CONNECTEDSUBTOTAL CONNECTED KVA A =SUBTOTAL CONNECTED KVA B =SUBTOTAL CONNECTED KVA =LOAD CENTER NOTES:1. PROVIDE ARC-FAULT CIRCUIT BREAKERS FOR ALL 15 AND 20 AMPERE BRANCH CIRCUITS INACCORDANCE WITH NEC 2020 ARTICLE 210.12 (B) INCLUDING BUT NOT LIMITED TO: FAMILYROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, STAIRWAYS, FLEX SPACES OR SIMILAROR AREAS.2.PROVIDE GFCI CIRCUIT BREAKER SUPPLYING ALL CIRCUITS IN ACCORDANCE WITH NEC 2020ARTICLE 2210.8 (A) THROUGH (F) INCLUDING BUT NOT LIMITED TO BATHROOMS, GARAGES,KITCHENS, LAUNDRY, WITHIN 6'-0" OF SINKS, GARAGES OUTDOORS, OR SIMILAR AREAS.LOAD CENTER SER SCHEDULEEACH 150A LOAD CENTER WILL BE FED FROM THE MODULAR METER CENTER. THE FEEDER IS TO BE A TYPE SER CABLE WITH ALUMINUM CONDUCTORS. CABLELENGTHS ARE TO BE MEASURED FROM MODULAR METER CENTER LOAD SIDE TERMINALS TO LOAD CENTER LINE TERMINALS. BENDING RADIUS OF SER CABLESHALL BE MAINTAINED PER NEC AND MANUFACTURERS REQUIREMENTS. SER CABLES SHALL BE INSTALLED AND PROTECTED PER NEC ARTICLE 334.CABLE LENGTHS AND ASSOCIATED SIZES:0'-150' 3/C #1 / 0, 1 & #2 BARE GROUND SER CABLE151'-200' 3/C #2 / 0 & 1 #1 BARE GROUND SER CABLE201'-250' 3/C #3 / 0 & 1 #1 / 0 BARE GROUND SER CABLEPANELBOARD HDPPHASE: 3 WIRES: 4 AIC: 100K VOLTAGE: 120/208 MAINS: 800A MCBCIRCUITBREAKERDESCRIPTION OF LOADREMARKSFRAMEPOLES(N-NEUTRAL)TRIP16002600TMC-C2202225HOUSE PANEL3202225SITE LIGHTS4202225SITE LIGHTS5202225FIRE ALARM CONTROL6202150MECHANICAL ROOMNOTES:1. COORDINATE W/LATEST ELEVATOR SHOP DRAWINGS FOR ELEVATOR MOCP DEVICE.STANDARD DEVICE MOUNTING HEIGHTSMMMMMPOWER DISTRIBUTION RISER DIAGRAMN
NOT TO SCALEMETER BANK225A225A225A225A225A225A225A225A150A150A800A600AOWNER'S PANELUTILITY COMPANYTRANSFORMERDLED120CEILING-ELED120CEILING-FLED120SURFACEGOOSE NECK LANTERNGLED120WALLWALL MOUNT DECORATIVEHLED120WALLWALL MOUNT DECORATIVEILED120WALLWALL MOUNT BOXJLED120RECESSED-KLED120WALLWALL MOUNT DECORATIVELLED120WALLWALL MOUNT BOXMLED120RECESSED-NLED120RECESSED-OLED120PENDANTPENDANT OVER TABLEPLED120PENDANTPENDANTS OVER ISLANDQLED120RECESSEDAT BANK OF CABINETRLED120RECESSEDEXHAUSTSLED120WALLDECORATIVE FIXTURE OVER MIRRORTLED120SURFACEDECORATIVE FIXTURE OVER WINDOWULED120WALLDECORATIVE SCONCEV-120--W-120--XLED120WALLDECORATIVE SCONCEYLED120WALLDECORATIVE SCONCEZ-120--S1LED120GROUNDDOWN LIGHT ON POSTSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYSAVOYS2LED120SURFACEFLOOD ACROSS PATHS3LED120GROUNDBOLLARDS - GARDEN LIGHTS4LED120WALLAT DOOR DECORATIVESAVOYSAVOYSAVOY3/C #1/0 #2 GND.3/C #1/0 #2 GND.3/C #1/0 #2 GND.3/C #1/0 #2 GND.3/C #1/0 #2 GND.111124"EXTERIOROUTLETc Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SETAS NOTEDJGSELECTRICAL LEGENDAND DETAILSE0.01FEEDER SIZES7/28/20
ELECTRICALPART 1 - GENERAL1.01RELATED DOCUMENTSA.INCLUDE GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, AND APPLICABLE PARTS OF DIVISION 1, AS PART OF THIS SECTION.B.EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK UNDER THIS SECTION WHETHER OR NOT SUCHWORK IS SPECIFICALLY MENTIONED IN THIS SECTION.C.COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY THE WORK OF THIS SECTION. COOPERATE WITH SUCH TRADESTO ASSURE STEADY PROGRESS OF ALL WORK UNDER THE CONTRACT.1.02SCOPE OF WORKA.FURNISH ALL LABOR, MATERIALS, PLANT, EQUIPMENT AND SERVICES NECESSARY FOR AND REASONABLY INCIDENTAL TO THE COMPLETEINSTALLATION OF ALL ELECTRICAL WORK SPECIFIED HEREIN AND/OR INDICATED ON THE DRAWINGS, INCLUDING, BUT NOT LIMITED TO, THEFOLLOWING:1.PANELBOARDS2.BRANCH CIRCUIT WIRING AND CONDUIT3.WIRING DEVICES AND PLATES4.POWER WIRING TO MOTORS AND EQUIPMENT FURNISHED BY OTHER TRADES OR OWNER INCLUDING FINAL CONNECTIONS TO EQUIPMENT5.LIGHTING FIXTURES6.FEEDERS AND ELECTRICAL SERVICES7.INSPECTIONS8.FIRE ALARM1.03CODES, ORDINANCES AND INSPECTIONSA.ALL MATERIALS AND THE INSTALLATION THEREOF SHALL CONFORM TO THE REQUIREMENTS OF THE MASSACHUSETTS STATE BUILDING CODE,CONNECTICUT STATE FIRE SAFETY CODE, NATIONAL ELECTRICAL CODE, AND LOCAL LAWS, ORDINANCES, RULES, REGULATIONS, AND CODESPERTAINING THERETO. WHERE PROVISIONS OF THE CONTRACT DOCUMENTS CONFLICT WITH ANY CODES, RULES OR REGULATIONS, THE LATTERSHALL GOVERN. WHERE THE CONTRACT REQUIREMENTS ARE IN EXCESS OF APPLICABLE CODES, RULES OR REGULATIONS, THE CONTRACTPROVISIONS SHALL GOVERN UNLESS THE ARCHITECT RULES OTHERWISE.B.THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH THE LOCAL CODE ENFORCEMENT OFFICIALS' INSTRUCTIONS AT NO ADDITIONAL COST TO THEOWNER.1.04INSTALLATION REQUIREMENTSA.THE ELECTRICAL CONTRACTOR SHALL EMPLOY ONLY COMPETENT AND EXPERIENCED WORKMEN AT A REGULAR SCHEDULE IN HARMONY WITH THEOTHER TRADESMEN ON THE JOB. HE SHALL ALSO EXERCISE CARE AND SUPERVISION OF HIS EMPLOYEES IN REGARD TO PROPER AND EXPEDITIOUSLAYING OUT OF HIS WORK.B.THE ELECTRICAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY INJURIES OR DAMAGE DONE TO THE BUILDING PREMISES OR ADJOININGPROPERTY OR TO OTHER CONTRACTORS' WORK RESULTING FROM THE EXECUTION OF HIS PART OF THE WORK IN ANY MANNER WHATSOEVER; AND INCASE OF DISPUTE ARISING AS TO THE EXTENT OR SHARE OF RESPONSIBILITY INCURRED BY THE ELECTRICAL CONTRACTOR, IT IS AGREED BETWEENTHE OWNER AND THE ELECTRICAL CONTRACTOR THAT SUCH LIABILITY AND EXTENT OF DAMAGE SHALL BE FINALLY DETERMINED BY THE ARCHITECTWHOSE DECISION SHALL BE FINAL AND BINDING ON BOTH PARTIES TO THE CONTRACT FOR THE WORK IN QUESTION.C.THE ARRANGEMENT OF ALL PIPING, DUCT WORK, CONDUIT, WIRE AND CABLE INDICATED ON THE DRAWINGS IS DIAGRAMMATIC ONLY, AND INDICATESTHE MINIMUM REQUIREMENTS OF THIS WORK. CONDITIONS AT THE BUILDING SHALL DETERMINE THE ACTUAL ARRANGEMENT OF RUNS, BENDS,OFFSETS, ETC. THE ELECTRICAL CONTRACTOR SHALL LAY OUT ALL HIS WORK AND BE RESPONSIBLE FOR THE ACCURACY THEREOF. CONDITIONS ATTHE BUILDING SHALL BE THE DETERMINING FACTOR FOR ALL MEASUREMENTS.D.THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EQUIPMENT AND MATERIALS INSTALLED UNDER THIS SECTION UNTIL THE FINALACCEPTANCE OF THE PROJECT BY THE OWNER.E.BEFORE SUBMITTING HIS BID, THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE WITH THE DRAWINGS AND SPECIFICATIONS AND SHALL BECOMETHOROUGHLY FAMILIAR WITH ALL CONDITIONS AFFECTING HIS WORK SINCE THE ELECTRICAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANYASSUMPTION HE MAY MAKE IN REGARD THERETO.1.05QUALITY ASSURANCEA.EQUALITY OF MATERIALS OR ARTICLES OTHER THAN THOSE NAMED OR DESCRIBED IN THIS SECTION WILL BE DETERMINED IN ACCORDANCE WITH THEPROVISIONS OF THE GENERAL REQUIREMENTS, EXCEPT THAT SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR ITEMS WHERE THE WORDS, "OR EQUAL"APPEAR IN PRODUCT SPECIFICATIONS AND AS APPROVED BY THE ARCHITECT AND OWNER.1.06SUBMITTALSA.BEFORE ORDERING MATERIALS SHIPPED TO THE JOB, THE ELECTRICAL CONTRACTOR SHALL SUBMIT TO THE ARCHITECT SIX (6) SETS OF CATALOGUECUTS, MANUFACTURERS' DATA SHEETS, OR SHOP DRAWINGS, GIVING ALL DETAILS, DIMENSIONS, CAPACITIES, ETC. OF ALL MATERIALS TO BEFURNISHED. THE REVIEW OF SHOP DRAWINGS BY THE ARCHITECT SHALL NOT RELIEVE THE ELECTRICAL CONTRACTOR FROM ANY OBLIGATION TOPERFORM THE WORK STRICTLY IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS. THE RESPONSIBILITY FOR ERRORS IN SHOPDRAWINGS SHALL REMAIN WITH THE CONTRACTOR.1.07PERMITS, FEES, AND INSPECTIONSA.THE ELECTRICAL CONTRACTOR SHALL SECURE ALL PERMITS AND PAY ALL FEES REQUIRED FOR HIS WORK. HE SHALL BE REQUIRED TO SECURE ALLOTHER PERMITS AND PAY ALL OTHER FEES AND CHARGES INCIDENTAL TO THE PROPER CARRYING OUT OF THE CONTRACT. HE IS TO ASSUME ALLRESPONSIBILITY REGARDING THE OBSERVANCE OF THE RULES AND REGULATIONS SO FAR AS THEY RELATE TO HIS PART OF THE WORK.1.08LIGHT AND POWERA.THE GENERAL CONTRACTOR WILL FURNISH AND INSTALL TEMPORARY LIGHT AND POWER AS SPECIFIED IN DIVISION 1.1.09PRODUCT HANDLINGA.THE ELECTRICAL CONTRACTOR SHALL PROVIDE FOR THE DELIVERY OF ALL HIS MATERIALS AND FIXTURES TO THE BUILDING SITE WHEN REQUIRED, SOAS TO CARRY ON HIS WORK EFFICIENTLY AND TO AVOID DELAYING HIS WORK AND THAT OF OTHER TRADES.1.10WORK CONCEALEDA.ALL CABLE AND RACEWAY SHALL BE INSTALLED CONCEALED IN ALL AREAS EXCEPT STORAGE ROOMS, CLOSETS, AND MECHANICAL OR ELECTRICALEQUIPMENT ROOMS. WHERE CONDUITS ARE REQUIRED TO RUN EXPOSED, THEY SHALL BE RUN STRAIGHT AND LEVEL, PARALLEL OR PERPENDICULARTO THE LINES OF THE BUILDING.1.11OPERATING INSTRUCTIONSA.FURNISH THE ARCHITECT, FOR HIS APPROVAL, THREE (3) COPIES OF AN OPERATION AND MAINTENANCE MANUAL. INSCRIBE THE FOLLOWINGIDENTIFICATION ON THE COVER: THE WORDS, "OPERATION AND MAINTENANCE MANUAL", THE NAME AND LOCATION OF THE EQUIPMENT OR THEBUILDING, THE NAME OF THE CONTRACTOR, AND THE CONTRACT NUMBER. THE MANUAL SHALL HAVE A TABLE OF CONTENTS WITH TAB SHEETSPLACED BEFORE EACH SECTION. THE INSTRUCTIONS SHALL BE LEGIBLE AND EASILY READ, WITH LARGE SHEETS OF DRAWINGS FOLDED IN. THEMANUALS SHALL BE BOUND IN HARD BINDERS OR AN APPROVED EQUIVALENT. THE MANUAL SHALL INCLUDE DESCRIPTION OF SYSTEMS, DESCRIPTIONOF START UP, OPERATION, AND SHUTDOWN PROCEDURES FOR EACH ITEM OF EQUIPMENT, SCHEDULE OF ADJUSTMENT, CARE, AND ROUTINEMAINTENANCE FOR EACH ITEM OF EQUIPMENT, WIRING AND CONTROL DIAGRAMS WITH DATA TO EXPLAIN DETAILED OPERATION AND CONTROL OFEACH ITEM OF EQUIPMENT, PANEL SCHEDULES, LIST OF RECOMMENDED SPARE PARTS, COPIES OF ALL SERVICE CONTRACTS, AND A LIST OF ALLNAMES, ADDRESSES, AND PHONE NUMBERS OF ALL CONTRACTORS AS WELL AS THE LOCAL REPRESENTATIVE FOR EACH ITEM OF EQUIPMENT.1.12GUARANTEEA.THE ELECTRICAL CONTRACTOR SHALL GUARANTEE THE SATISFACTORY OPERATION OF HIS WORK IN ALL PARTS FOR A PERIOD OF ONE (1) YEAR AFTERDATE OF FINAL ACCEPTANCE, AND SHALL AGREE TO PROMPTLY REPAIR OR REPLACE ANY ITEMS OF HIS WORK WHICH ARE FOUND TO BE DEFECTIVEDURING THIS PERIOD.B.THE ELECTRICAL CONTRACTOR SHALL PAY FOR REPAIR OF DAMAGE TO THE BUILDING CAUSED BY DEFECTS IN HIS WORK AND FOR REPAIR TOPLASTER, WOOD, AND OTHER MATERIALS OR EQUIPMENT CAUSED BY REPLACEMENT OR REPAIRS TO THE ENTIRE SATISFACTION OF THE ARCHITECT.1.13CUTTING AND PATCHINGA.CUTTING AND/OR DRILLING OF ALL OPENINGS AND HOLES REQUIRED FOR THE INSTALLATION OF ELECTRICAL APPARATUS IN THE BUILDING, SHALLBE PERFORMED BY THE GENERAL CONTRACTOR WHERE OPENING IS TO BE GREATER THAN 4”. ALL CUTTING AND/OR DRILLING OF HOLES LESSTHAN 4” WHERE REQUIRED FOR THE INSTALLATION OF ELECTRICAL APPARATUS SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR. ALLWORK AND MATERIALS SHALL BE INSTALLED IN SUCH A MANNER AND AT SUCH TIME TO KEEP CUTTING AND PATCHING TO A MINIMUM. CUTTINGAND/OR DRILLING OF STRUCTURAL SUPPORTS (IE. BEAMS OR JOISTS) IS NOT ALLOWED WITHOUT WRITTEN APPROVAL BY THE ARCHITECT.LOCATION FOR OPENINGS, ETC. SHALL BE CHECKED BY THE ELECTRICAL CONTRACTOR, AND ERROR DUE TO FAILURE TO CO-ORDINATE WORKWITH OTHER DIVISIONS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR FAILING TO COORDINATE, WHO SHALL MAKE THECORRECTIONS AT HIS OWN EXPENSE.B.WORK SHALL INCLUDE FURNISHING AND LOCATING SLEEVES OR INSERTS REQUIRED BEFORE THE NEW WALLS ARE BUILT, OR BE RESPONSIBLEFOR THE COST OF CUTTING AND PATCHING REQUIRED FOR CONDUIT AND EQUIPMENT WHERE SLEEVES WERE NOT INSTALLED OR WHEREINCORRECTLY LOCATED. THE ELECTRICAL CONTRACTOR SHALL DO ALL DRILLING REQUIRED FOR THE INSTALLATION OF HANGERS.C.PATCHING OF ALL HOLES, AFTER INSTALLATION OF PIPING OR EQUIPMENT, SHALL BE PERFORMED BY THE GENERAL CONTRACTOR ORAPPROPRIATE TRADESMEN.D.ALL PIPE CUTTING OR THREADING SHALL BE DONE IN A LOCATION APPROVED BY THE OWNER.E.NO PIPE CUTTING OR THREADING SHALL BE DONE IN AREAS WHERE COMPLETED CONCRETE FLOOR SLAB IS TO REMAIN IN FINISHES OR BEPAINTED LATER. SHOULD THIS AREA BE NECESSARY, THE ELECTRICAL CONTRACTOR SHALL COVER THE ENTIRE WORKING AREA WITH CANVASTARPAULINS IN AN APPROVED MANNER.1.14RECORD DRAWINGSA.SUBMIT RECORD DRAWINGS AS SPECIFIED IN DIVISION 1.PART 2 - MATERIALS2.01RACEWAYSA.ELECTRICAL METALLIC TUBING MAY BE USED FOR ALL RACEWAYS RUN IN WALLS OR PARTITIONS, RUN EXPOSED INSIDE THE BUILDINGMECHANICAL SPACES, OR RUN CONCEALED IN OR ABOVE FURRED SPACES UNLESS OTHERWISE SPECIFIED ABOVE. ELECTRICAL METALLIC TUBINGSHALL COMPLY WITH THE LATEST APPLICABLE REQUIREMENTS OF THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION. COUPLINGS,CONNECTORS, AND FITTINGS FOR ELECTRICAL METALLIC TUBING USED IN THIS MANNER SHALL BE OF STEEL CONSTRUCTION, SET SCREW TYPE.B.INTERMEDIATE METALLIC CONDUIT SHALL BE USED FOR IN AREAS SUBJECT TO MOISTURE AND EXTEIOR LOCATIONS, AND ALL OTHER AREASEXCEPT WHERE NOTED OTHERWIES. COUPLINGS AND CONNECTORS SHALL BE THREADED TYPE FITTINGS, AND STEEL CONSTRUCTION.C.FLEXIBLE STEEL CONDUIT SHALL BE USED FOR FINAL CONNECTIONS TO MOTORS OR OTHER REMOVABLE EQUIPMENT TO FACILITATE REMOVALAND CONNECTIONS.2.02CONDUCTORSA.CONDUCTORS SHALL BE 98% CONDUCTIVITY COPPER, TYPE THHN/THWN, WITH 600 VOLT INSULATION, AND SHALL BE OF TYPES INDICATED BELOWUNLESS OTHERWISE SHOWN ON THE PLANS. ALUMINUM CONDUCTORS SHALL NOT BE USED.B.BRANCH CIRCUIT WIRING SHALL BE 2#12 AND 1#12 IN 3/4" CONDUIT TO 20 AMP, SINGLE POLE CIRCUIT BREAKER IN THE NEW PANELBOARD UNLESSNOTED OTHERWISE OR REQUIRED FOR SWITCHING. WHERE A DEVICE OR EQUIPMENT IS LISTED AT A RATING IN ACCESS OF 20 AMPS, THE WIRESIZE SHALL HAVE THE SAME OR LARGER AMPERE RATING BASED ON NEC TABLE 310.16, USING THE COLUMN FOR COPPER CONDUCTOR RATINGSAT 60°C.C.BRANCH CIRCUIT WIRING LOCATED ABOVE LAY IN TILE CEILINGS OR FISHED IN STUD PARTITIONS MAY BE TYPE MC STEEL JACKETED CABLE;SINGLE AND MULTI-CIRCUIT HOME RUNS SHALL BE RACEWAY AND WIRE AS SPECIFIED.2.03OUTLET AND JUNCTION BOXESA.OUTLET BOXES AND COVERS SHALL BE GALVANIZED OR SHERADIZED PRESSED STEEL UNLESS OTHERWISE NOTED OR REQUIRED BY THENATIONAL ELECTRICAL CODE, AND SHALL BE AS REQUIRED FOR THEIR USE.B.SURFACE MOUNTED OUTLET BOXES SHALL BE DIE CAST ALUMINUM TYPE FD BOXES. BOXES INSTALLED ON THE EXTERIOR OF THE BUILDINGSHALL ALSO HAVE WEATHERPROOF COVER PLATES AND COVER PLATE GASKETING. RECEPTACLE WEATHERPROOF COVER PLATES SHALL BE DIECAST ALUMINUM RAINTIGHT WHILE IN USE TYPE WITH LOCKABLE TAB.C.PULL AND JUNCTION BOXES, WHETHER SURFACE OR FLUSH, SHALL BE GALVANIZED CODE GAUGE.G.PULL AND SPLICE BOXES NOT INDICATED ON THE DRAWINGS SHALL BE PROVIDED AS REQUIRED BY THE NATIONAL ELECTRICAL CODES.2.04WIRING DEVICESA.THE ELECTRICAL CONTRACTOR SHALL INSTALL DEVICES WHERE SHOWN ON THE PLANS. FINISH COLOR FOR ALL STANDARD DEVICES TO BEWHITE. FINISH COLOR FOR RECEPTACLES SHALL BE WHITE. ALL UNUSED BOXES SHALL BE FURNISHED WITH BLANK PLATES. ALL SWITCHES,OUTLETS AND DEVICE COVERS SHALL BE BRUSHED STAINLESS STEEL.1.DUPLEX RECEPTACLES FED FROM STANDARD PANEL - 20 AMP, 125 VOLT WITH GROUNDING SCREW, SIDE AND BACK WIRED. TO BE LEVITON CAT.NO. 5352-W, OR EQUAL.2.LIGHT SWITCHES, SINGLE POLE - 20 AMP, 120/277 VOLT, BACK AND SIDE WIRED, LEVITON CAT. NO. 12212, OR EQUAL.3.WALL OCCUPANCY SENSOR (TYPE “W”) TO BE SENSOR SWITCH MODEL NO. WSD-PDT-V-W; PASSIVE INFRARED + MICROPHONICS, SINGLEPOLE, WALL MOUNT, LINE VOLTAGE DEVICE.4.LOW VOLTAGE CEILING OCCUPANCY SENSOR (TYPE “LV-S”) TO BE SENSOR SWITCH MODEL NO. CM-PDT; PASSIVEINFRARED + MICROPHONICS, SINGLE POLE, CEILING BOX MOUNTED, LOW VOLTAGE DEVICE. INCLUDE ONE POWER PACK MODEL NO. PP-20 PERCONTROL CIRCUIT.2.05LIGHTING FIXTURESA.FURNISH AND INSTALL LIGHTING FIXTURES ON ALL LIGHT OUTLETS SHOWN ON PLANS. ALL LIGHTING FIXTURES TO HAVE LABEL OF UNDERWRITERSLABORATORIES, INC. FIXTURES TO BE COMPLETE IN ALL RESPECTS WITH ALL REQUIRED GLASSWARE AND LAMPS. ALL LAMPS TO BE NEW.FURNISH AND INSTALL ALL REQUIRED HARDWARE TO FIT IN ALL TYPE CEILINGS. FIXTURES ARE TO BE CLEANED AFTER LAMPS AND DIFFUSERSARE INSTALLED. ANY CHIPPED, CRACKED OR OTHERWISE DEFECTIVE MATERIAL SHALL BE REPLACED.B.FLUORESCENT BALLASTS SHALL BE SOLID STATE LOW HARMONIC ELECTRONIC TYPE, APPROVABLE FOR USE ON THEIR SYSTEM BY LOCAL THELOCAL UTILTIY COMAPNY. FIXTURE/LAMP COMBINATIONS FOR WHICH ELECTRONIC BALLASTS ARE NOT AVAILABLE SHALL BE HIGH POWER FACTOR,ENERGY EFFICIENT MAGNETIC TYPE, COMPLETE WITH AUTOMATIC RESET THERMAL PROTECTOR, AND SHALL BE CBM CERTIFIED.C.ALL FIXTURES TO BE INDEPENDENTLY SUPPORTED FROM BUILDING STRUCTURE.2.06PANELBOARDSA.CIRCUIT BREAKERS SHALL BE QUICK-MAKE, QUICK-BREAK, THERMAL-MAGNETIC, TRIP INDICATING, AND HAVE COMMON TRIP ON ALL MULTI-POLEBREAKERS. TRIP INDICATION SHALL BE CLEARLY SHOWN BY THE BREAKER HANDLE TAKING POSITION BETWEEN "ON" AND "OFF" WHEN THEBREAKER IS TRIPPED. CONNECTIONS TO THE BUS SHALL BE BOLT-ON.C.BUS BAR CONNECTIONS TO THE BRANCH CIRCUIT BREAKER SHALL BE THE "DISTRIBUTED PHASE" OR "PHASE SEQUENCE" TYPE. ALLCURRENT-CARRYING PARTS OF THE BUS ASSEMBLY SHALL BE PLATED. MAIN RATINGS SHALL BE AS SHOWN ON THE PANELBOARD SCHEDULE.D.TERMINALS FOR FEEDER CONDUCTORS TO THE PANELBOARD MAINS AND NEUTRAL SHALL BE UL LISTED AS SUITABLE FOR THE TYPE OFCONDUCTOR SPECIFIED. TERMINALS FOR BRANCH CIRCUIT WIRING, BOTH BREAKER AND NEUTRAL, SHALL BE UL LISTED AS SUITABLE FOR THETYPE OF CONDUCTOR SPECIFIED.E.PANELBOARD CIRCUIT NUMBERING SHALL BE SUCH THAT STARTING AT THE TOP, ODD NUMBERS SHALL BE USED IN SEQUENCE DOWN THELEFT-HAND SIDE AND EVEN NUMBERS SHALL BE USED IN SEQUENCE DOWN THE RIGHT-HAND SIDE.F.A CIRCUIT DIRECTORY FRAME AND CARD WITH A CLEAR PLASTIC COVERING SHALL BE PROVIDED ON THE INSIDE OF THE DOOR. THE DIRECTORYCARD SHALL PROVIDE A SPACE AT LEAST 1/4" HIGH BY 3" LONG OR EQUIVALENT FOR EACH CIRCUIT. THE DIRECTORY SHALL BE TYPED TO IDENTIFYTHE LOAD FED BY EACH CIRCUIT. HAND WRITTEN DIRECTORIES WILL NOT BE ACCEPTABLE.G.PANELBOARD TRIM SHALL BE DOOR-IN-DOOR TYPE WITH FULL LENGTH PIANO HINGES.PART 3 - INSTALLATION3.01GENERAL INSTALLATION REQUIREMENTSA.THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. NOALLOWANCE WILL BE MADE FOR DIFFERENCES BETWEEN ACTUAL MEASUREMENTS AND THOSE SHOWN ON PLANS.B.THE LOCATIONS OF OUTLETS, APPARATUS, AND EQUIPMENT ARE APPROXIMATE ONLY AND THE RUNS OF FEEDERS, MAINS, AND BRANCHESARE NOT NECESSARILY TO BE MADE EXACTLY AS SHOWN ON THE PLANS. THE EXACT LOCATIONS OF SUCH WORK SHALL BE DETERMINEDAFTER FULL CONSIDERATION HAS BEEN GIVEN TO WORK OF OTHER TRADES AND WITHOUT CHANGES IN THE DESIGN OF THE SYSTEMS. THEENTIRE INSTALLATION SHALL CONFORM TO THE LATEST ISSUE OF THE NATIONAL ELECTRICAL CODE AND LOCAL INSPECTION AUTHORITIES.3.02GROUNDINGA.EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE, ALL EXPOSED NON-CURRENT CARRYING METALLIC PARTS OF ELECTRICAL EQUIPMENT,METALLIC RACEWAY SYSTEMS, GROUNDING CONDUCTOR IN NON-METALLIC RACEWAYS AND NEUTRAL CONDUCTOR OF THE WIRING SYSTEMSHALL BE GROUNDED. THE GROUND CONNECTION SHALL BE MADE AT THE MAIN SERVICE EQUIPMENT.B.THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIAL REQUIRED FOR THE GROUNDING AND/OR BONDING IN THEBUILDING OF ALL EQUIPMENT, POWER AND LIGHTING SYSTEMS INSTALLED UNDER THIS CONTRACT.C.PROVIDE AND INSTALL BONDING AND GROUNDING CONDUCTORS WITH APPROVED TERMINATION WHERE REQUIRED, CONFORMING WITH THELATEST NATIONAL ELECTRICAL CODE AND OTHER APPLICABLE SPECIFICATION STANDARDS.3.03CONDUIT AND FITTINGSA.ALL CONDUIT SHALL BE INSTALLED SO AS TO PROVIDE THE STRAIGHTEST POSSIBLE RUN WITH NOT MORE THAN THE EQUIVALENT OF THREE90O BENDS IN A SINGLE RUN. WHERE MORE BENDS ARE NECESSARY, THE ELECTRICAL CONTRACTOR SHALL PROVIDE SUITABLE PULL BOXES.B.CONDUIT SHALL BE FISHED AND CLEANED AND DRY BEFORE PULLING WIRES AND SHALL BE SUITABLY PROTECTED AGAINST ENTRANCE OFDIRT AND MOISTURE DURING CONSTRUCTION.C.ENDS OF ALL CONDUITS SHALL BE REAMED AND ALL JOINTS MADE WATERPROOF. CONNECTIONS TO JUNCTION BOXES SHALL BE DOUBLELOCKNUT AND BUSHING, USING INSULATED BUSHINGS ON CONDUIT 1-1/4" OR LARGER. GROUNDING BUSHINGS SHALL BE PROVIDED AT ALLPANEL CONNECTIONS.D.CONDUIT CONNECTIONS TO MOTOR FRAMES SHALL HAVE MINIMUM OF 18" OF FLEXIBLE STEEL CONDUIT TO ELIMINATE VIBRATIONS AND NOISEBEING TRANSFERRED TO OTHER PARTS OF THE BUILDING, WITH CABLE JUMPER ACROSS GREENFIELD AND FITTINGS.E.ALL JUNCTION BOXES FOR FIRE ALARM SYSTEM WIRING SHALL BE PAINTED RED AND LABELED AS 'FIRE ALARM SYSTEM' WITH DECAL ORAPPROVED MARKINGS.3.04OUTLET AND JUNCTION BOXESA.RECEPTACLE BOXES, UNLESS OTHERWISE NOTED, SHALL BE APPROXIMATELY 18" ABOVE FINISHED FLOOR, ALIGNED ABOVE OR BELOWCLOSEST BLOCK COURSE, EXCEPT AT LOCATIONS WHERE WALL MOUNTED EQUIPMENT PRECLUDES THIS MOUNTING HEIGHT. AT SUCHLOCATIONS, RECEPTACLE HEIGHT SHALL BE AS DIRECTED BY THE ARCHITECT. SWITCH OUTLETS SHALL BE 48" ABOVE FINISHED FLOOR,UNLESS ALIGNED ABOVE OR BELOW CLOSEST BLOCK COURSE. THE ELECTRICAL CONTRACTOR SHALL CHECK WITH THE ARCHITECTURAL ANDSTRUCTURAL PLANS FOR INTERFERENCES.B.JUNCTION AND OUTLET BOXES, WHERE EXPOSED TO THE WEATHER AND WET LOCATIONS, SHALL BE OF THE THREADED HUB TYPE ANDPROVIDED WITH WATERTIGHT SCREW-ON COVER AND GASKET.C.PULL BOXES SHALL BE ADEQUATE SIZE TO ACCOMMODATE THE CONDUCTORS INSTALLED THEREIN WITHOUT EXCESSIVE BENDING OF THECONDUCTORS, WHICH WOULD DAMAGE THE CONDUCTOR INSULATION.3.05EQUIPMENT INSTALLATIONA.ALL EQUIPMENT FURNISHED UNDER THIS SECTION SHALL BE INSTALLED IN ACCORDANCE WITH ITS MANUFACTURER'S PRINTED INSTALLATIONINSTRUCTIONS, WHETHER SO SHOWN ON THE DRAWINGS OR NOT, AND ALL LABOR AND MATERIALS REQUIRED TO ACCOMPLISH THIS SHALL BEFURNISHED BY THE ELECTRICAL CONTRACTOR AND BE INCLUDED IN HIS BID.3.06TESTINGA.BALANCING LOADS:1.CIRCUITS SHALL BE CONNECTED TO THE PANELBOARDS SO THAT THE TOTAL LOAD IS DISTRIBUTED EQUALLY BETWEEN EACH LINE ANDNEUTRAL TO WITHIN TEN PERCENT. BRANCH CIRCUITS SHALL BE BALANCED ON THEIR OWN PANELBOARDS, AND FEEDER LOADSBALANCED ON THE MAIN DISTRIBUTION PANEL. REASONABLE LOAD TESTING SHALL BE ARRANGED FOR VERIFICATION IF REQUESTED BYTHE PUBLIC WORKS DEPARTMENT.B.FINAL TESTS/WARRANTY1.THE FIRE ALARM SYSTEM SHALL BE FULLY TESTED BY THE CONTRACTOR AND NICET CERTIFIED TECHNICIANS IN ACCORDANCE WITH ULGUIDELINES AND NFPA STANDARDS. EACH AND EVERY DEVICE SHALL BE TESTED.2.A COPY OF THE FINAL TEST REPORT SHALL BE SUBMITTED INDICATING PROPER FUNCTIONING OF THE SYSTEM AND CONFORMANCE TOTHE SPECIFICATIONS. THE TEST SHALL BE PERFORMED BY FACTORY_TRAINED QUALIFIED TECHNICIANS. EACH AND EVERY DEVICE SHALLBE TESTED, AND STANDALONE OPERATION OF REMOTE PANELS SHALL BE VERIFIED. FINAL TESTING SHALL BE PERFORMED BY THE SAMECOMPANY THAT WILL HOLD AND EXECUTE THE TEST AND INSPECTION CONTRACT.3.THE MANUFACTURER SHALL GUARANTEE ALL SYSTEM EQUIPMENT FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINALACCEPTANCE.3.07 FIRE SAFINGA.WORK INCLUDED: PROVIDE LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK INCLUDING, BUT NOT LIMITED TO THEFOLLOWING:1.FIRE SAFING AT ALL PENETRATIONS THROUGH FIRE BARRIERS.2.FIRE SAFING AT ALL PENETRATIONS THROUGH SMOKE BARRIERS.3.EXTENT OF FIRE AND SMOKE BARRIERS AS INDICATED ON THE ARCHITECTURAL DRAWINGS.4.FIRE SAFING AT ALL PENETRATIONS THROUGH FLOORS, SHAFTS, CORRIDOR WALLS, STAIRWAY WALLS, MECHANICAL ROOMS, ELECTRICALROOMS, VAULTS, STORAGE ROOMS, KITCHEN, MACHINE ROOMS, OUTDOOR STORAGE ROOMS, AND RECEIVING ROOMS.B.SAFING INSULATION1.FIRE SAFING INSULATION SHALL BE THERMAFIBER AS MANUFACTURED BY USG INTERIORS, INC. OR ARCHITECT-ENGINEER APPROVEDEQUAL, 4" MINIMUM THICKNESS BY THE REQUIRED FULL LENGTH AND WIDTH, OR AS INDICATED ON THE DRAWINGS.2.PROVIDE INCIDENTAL GALVANIZED STEEL CLIP ANCHORS.C.SEAL COMPOUND: AT "POKE-THROUGH" OPENINGS, APPLY "FIRECODE" SEAL COMPOUND AS MANUFACTURED BY USG INTERIORS, INC., ORAPPROVED EQUAL, OVER THERMAFIBER FIRE SAFING.D.PREPARATION1.AT ALL FIRE RATED ASSEMBLIES, PREPARE ALL PENETRATIONS FOR PIPES.E.APPLICATION1.INSTALL APPROVED FIRE SAFING INSULATION OF PROPER SIZE LEAVING NO VOIDS. COMPRESS AND FRICTION FIT FIRE SAFING AND USEATTACHMENT CLIPS WHERE NECESSARY.2.SEAL COMPLETELY AROUND ALL OPENINGS AND OVER THE FIRE SAFING INSULATION WITH SEALING COMPOUND.3. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR GENERAL CUTTING PATCHING AND FIRE SAFING FOR OPENINGS UP TO AND INCLUDING 4”.3.08 TRAININGA.THE CONTRACTOR SHALL PROVIDE THE SERVICES OF THE MANUFACTURER'S REPRESENTATIVE FOR A PERIOD OF 4 HOURS, DURING NORMALBUSINESS HOURS, TO INSTRUCT THE OWNER'S DESIGNATED PERSONNEL AND FIRE DEPARTMENT RESPONSE TEAMS ON THE OPERATION OFTHE SYSTEM.c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SETAS NOTEDJGSELECTRICAL SPECIFICATIONSE0.1
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07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - LIGHTINGGROUND FLOOR PLANEL1.02REVISION #29/21/2020
BLDG B - LIGHTING FIRST FLOOR PLAN1/4" = 1'-0"UPUPUPUPDNDNDNSSS3SS 4S SS3S3S S3S3SS3SDN. TOLIGHTUP TOLIGHTS3S3S3S
SS3S111111SSSS3S31S3S4S311UP TOLIGHTDN. TOLIGHTSSS3SS4SSS3S3SS3S3SS3SS3S3S3SSS3S111111SSSS3S3
1S3S4S311NOTE: ALL LIGHT SWITCHESTO BE DIMMING TYPE UNLESSOTHERWISE NOTEDDN. TOLIGHTUP TOLIGHTDN. TOLIGHTUP TOLIGHT1DRAWING NOTES:2 #12 & 1 #12 GND. IN 1" C. TO 15A-1P CIRCUITBREAKER IN PANEL PP-1.11OONNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNRRRRSIYILLPPQQQQQQQQQQPPMMMMSSPPPPPPQQQQQQYMMMMMMUUUUOUUSUSUOUUSUUUUSS2222222222222222222222222c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - LIGHTINGFIRST FLOOR PLANEL1.12REVISION #29/28/2020
BLDG B - LIGHTING SECOND FLOOR PLAN1/4" = 1'-0"DNDNDNDN1DRAWING NOTES:2 #12 & 1 #12 GND. IN 1" C. TO 15A-1P CIRCUITBREAKER IN PANEL PP-1.PROVIDE DUAL SWITCH FOR SEPARATE CONTROL OFFAN AND LIGHT.MOUNT LIGHT FIXTURE ON WALL ABOVE DOOR.23FS3S3UP TOATTICLIGHTDN. TOLIGHTS3SSS1
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SSSSFUP TOATTICLIGHTDN. TOLIGHT1111WWWWUEUUUUUEMEEEEEMMMMMMEEEERTRRRRRRRTTTTTTTMXXXXXXXXMEEEUUUMMMMEEMMMUUUYYYYWWWW2222222222c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - LIGHTINGSECOND FLOOR PLANEL1.22REVISION #29/21/2020
BLDG B - LIGHTING GROUND FLOOR UPGRADE1/4" = 1'-0"SSSSSSSSSSSSS3UP TOLIGHTS111SS3S3S3S
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07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - LIGHTINGGROUND FLOOR UPGRADEEL1.32REVISION #29/21/2020
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PUUUUUUSUSOO22222222222c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - LIGHTINGFIRST FLOOR UPGRADEEL1.42REVISION #29/21/2020
BLDG B - LIGHTING SECOND FLOOR UPGRADE1/4" = 1'-0"1DRAWING NOTES:2 #12 & 1 #12 GND. IN 1" C. TO 15A-1P CIRCUITBREAKER IN PANEL PP-1.PROVIDE DUAL SWITCH FOR SEPARATE CONTROL OFFAN AND LIGHT.MOUNT LIGHT FIXTURE ON WALL ABOVE DOOR.23SUP TOATTICLIGHT1NOTE: ALL LIGHT SWITCHESTO BE DIMMING TYPE UNLESSOTHERWISE NOTEDDNDNS3S3DN. TOLIGHTS3SSS1F SSSSS1SSSSSSSFW WUUUERRTTMEEMMMM22FDN. TOSWITCHS3S3FSSS3SSUP TOATTICLIGHTSSSSSSSSS 1S1SEEEERRTTXXUUUEMMMYYWW222c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - LIGHTINGSECOND FLOOR UPGRADEEL1.52REVISION #29/21/2020
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07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - POWERGROUND FLOOR PLANEP1.02REVISION #29/21/2020
BLDG B - POWER FIRST FLOOR PLAN1/4" = 1'-0"UPUPUPUPDNDNDNGFIGFISSTVTV
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07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - POWERFIRST FLOOR PLANEP1.12REVISION #29/21/2020
BLDG B - POWER SECOND FLOOR PLAN1/4" = 1'-0"DNDNDNDN1DRAWING NOTES:2 #12 & 1 #12 GND. TO 20A-1P ARC FAULT BREAKER INPP-1.2 #10 & 1 #10 GND. TO NEW 240 VOLT - 2 POLEBREAKER IN PP-1.2 #12 & 1 #12 GND. TO 20A-1P GFI BREAKER IN PP-1.CAT-6A TO TEL/DATA JACK.2 #12 & 1 #12 GND. TO NEW 40A-2P BREAKER IN PP-1.234GFIGFIGFI3111TV
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12555555555c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - POWERSECOND FLOOR PLANEP1.2
BLDG B - POWER GROUND FLOOR UPGRADE1/4" = 1'-0"1DRAWING NOTES:2 #12 & 1 #12 GND. TO 20A-1P ARC FAULT BREAKER INPP-1.2 #10 & 1 #10 GND. TO NEW 240 VOLT - 2 POLEBREAKER IN PP-1.2 #12 & 1 #12 GND. TO 20A-1P GFI BREAKER IN PP-1.CAT-6A TO TEL/DATA JACK.2 #12 & 1 #12 GND. TO NEW 40A-2P BREAKER IN PP-1.234WPGFIWH1SSS/CS/CGFIS SCAR CHARGERSECURITYCAR CHARGERSECURITYSM2211WPWPPBPBS33
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11UPUP1555551EH1EH16120 V, 1 PHASE DEDICATED CIRCUIT FOR UNIT SECURITYPANEL222262c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - POWERGROUND FLOOR UPGRADEEP1.32REVISION #29/21/2020
BLDG B - POWER FIRST FLOOR UPGRADE1/4" = 1'-0"GFIGFISSTVTV
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1WP 1UPUPDNDN555551111S/C244S/C222c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - POWERFIRST FLOOR UPGRADEEP1.42REVISION #29/21/2020
BLDG B - POWER SECOND FLOOR UPGRADE1/4" = 1'-0"1DRAWING NOTES:2 #12 & 1 #12 GND. TO 20A-1P ARC FAULT BREAKER INPP-1.2 #10 & 1 #10 GND. TO NEW 240 VOLT - 2 POLEBREAKER IN PP-1.2 #12 & 1 #12 GND. TO 20A-1P GFI BREAKER IN PP-1.CAT-6A TO TEL/DATA JACK.2 #12 & 1 #12 GND. TO NEW 40A-2P BREAKER IN PP-1.234GFIGFIGFI3111TV
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112DNDN5555511c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
07/17/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTPRICING SET1/4" = 1'-0"JGSBLDG B - POWERSECOND FLOOR UPGRADEEP1.5