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Arch & Struct - Plans1 E D C B A 2 3 4 5 6 E D C B A 1 2 3 4 5 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: PERMIT SET 11/18/2022 11/18/2022 3:05:12 PM07/08/2022 JRR COVER SHEET G1.0 107 Williams Street 21067 NORTHAMPTON, MA 107 WILLIAMS STREET CONTRACTOR FIVE STAR BUILDING CORP. 123 Union Street Easthampton, MA 01027 413.527.4060 LANDSCAPE / CIVIL BERKSHIRE DESIGN GROUP 4 Allen Place Northampton, MA 01060 413.582.7000 DRAWING LIST SHEET NUMBER SHEET NAME G1.0 COVER SHEET G1.1 CODE REVIEW & PLANS S0.1 GENERAL NOTES AND MATERIAL SPECIFICATIONS S1.1 FIRST FLOOR FOUNDATION AND SLAB ON GRADE PLAN S1.2 SECOND FLOOR FRAMING PLAN S1.3 THIRD FLOOR FRAMING PLAN S1.4 ROOF FRAMING PLAN S2.0 FOUNDATION SECTIONS AND DETAILS S3.0 WOOD FRAMING SECTIONS AND DETAILS S4.0 WOOD SHEARWALLS DETAILS A0.2 ACCESSIBILITY DETAILS A1.0 ASSEMBLIES STRUCTURAL ENGINEER GNCB 1358 Boston Post Road Old Saybrook, CT 06475 860.388.1224 CLIENT 4 ACES REALTY, LLC 23 Balsam Fir Rd South Windsor, CT 06074 203.893.1158 ARCHITECT KUHN RIDDLE ARCHITECTS 28 Amity St #2b Amherst, MA 01002 413.259.1630 ARCHITECTS LIMITED SCOPE OF SERVICES THE 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: • STRUCTURAL DESIGN • SITE AND CIVIL DESIGN • PLUMBING • FIRE PROTECTION • HEATING, VENTILATING AND AIR CONDITIONING • ELECTRICAL, INCLUDING POWER, EXIT SIGNS, EMERGENCY LIGHTS AND ALARM SYSTEMS. • INTERIOR FIXTURES, EQUIPMENT, 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. SITE MAP NOT TO SCALE SHOWN FOR REFERENCE ONLY DRAWING LIST SHEET NUMBER SHEET NAME A1.1 FIRST FLOOR PLAN A1.2 SECOND FLOOR PLAN A1.3 THIRD FLOOR PLAN A1.4 ROOF PLAN A2.1 BUILDING ELEVATIONS A2.2 BUILDING ELEVATIONS A3.1 BUILDING SECTIONS A4.0 ENLARGED FLOOR PLANS AND INTERIOR ELEVATIONS A4.2 ENLARGED STAIR PLANS AND DETAILS A5.1 CONSTRUCTION DETAILS AND PLANS A5.2 CONSTRUCTION DETAILS A5.3 CONSTRUCTION DETAILS A5.4 FOUNDATION DETAILS A7.0 TYPICAL LIGHTING / RCP 100% CD SET -NOVEMBER 18TH 2022 UP UP DN UP DN DN A D E 2 1 B C GROUP 1 DWELLING UNIT UNIT 1A GROUP 1 DWELLING UNIT UNIT 1B GROUP 1 DWELLING UNIT UNIT 1C MAX. COMMON PATH OF TRAVEL = 125' ACTUAL COMMON PATH OF TRAVEL = 48'-10" CONTINUOUS BEARING/SHEAR WALL SEE STRUCTURAL DRAWINGS CONTINUOUS BEARING/SHEAR WALL SEE STRUCTURAL DRAWINGS MAX. COMMON PATH OF TRAVEL = 125' ACTUAL COMMON PATH OF TRAVEL = 66'-8" 1 0 1 ' - 4 " A A D D E E 2 2 1 1 B B C C UNIT 2A UNIT 2B UNIT 2C MAX. COMMON PATH OF TRAVEL = 125' ACTUAL COMMON PATH OF TRAVEL = 48'-10" CONTINUOUS BEARING/SHEAR WALL SEE STRUCTURAL DRAWINGS CONTINUOUS BEARING/SHEAR WALL SEE STRUCTURAL DRAWINGS MAX. COMMON PATH OF TRAVEL = 125' ACTUAL COMMON PATH OF TRAVEL = 66'-8" 1 0 1 ' - 4 " A A D D E E 2 2 1 1 B B C C UNIT 3A 30' - 5"UNIT 3B MAX. COMMON PATH OF TRAVEL = 125' ACTUAL COMMON PATH OF TRAVEL = 48'-10" CONTINUOUS BEARING/SHEAR WALL SEE STRUCTURAL DRAWINGS CONTINUOUS BEARING/SHEAR WALL SEE STRUCTURAL DRAWINGS MAX. COMMON PATH OF TRAVEL = 125' ACTUAL COMMON PATH OF TRAVEL = 66'-8" 1 0 1 ' - 4 " UNIT 3A ROOF DECK UNIT 3B ROOF DECK MECHANICAL AREA GENERAL NOTES: G1. SEE GENERAL CONDITIONS WHICH ARE A PART OF THESE NOTES AND SPECIFICATIONS. G2. SEE ALL OTHER NOTES AND WRITTEN SPECIFICATIONS FOR RELATED INFORMATION. G3. NOTIFY MASS DIG SAFE AND UMASS PRIOR TO BEGINNING ANY WORK ON SITE. PRE-MARK ALL AREAS WHERE EXCAVATION AND SITE DISTURBANCES WILL OCCUR. G4. CONFIRM ALL EXISTING CONDITIONS AND MEASUREMENTS IN FIELD PRIOR TO BEGINNING WORK, ORDERING ANY MATERIAL, AND/OR INSTALLING ANY WORK. G5. COORDINATE BETWEEN ARCHITECTURAL, STRUCTURAL, AND MEP DRAWINGS, NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND. G6. NOTIFY ARCHITECT IMMEDIATELY IF EXISTING CONDITIONS ARE FOUND TO BE NOT AS INDICATED ON DRAWINGS. G7. COORDINATE BETWEEN DRAWINGS AND SPECIFICATIONS, NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND. G8. CONFIRM ALL ON-SITE STAGING, STORAGE AREAS, PARKING, DUMPSTER LOCATION AREA, ETC. WITH OWNER PRIOR TO BEGINNING WORK. G9. FOLLOW MANUFACTURERS GUIDELINES AND REQUIREMENTS FOR STORAGE AND INSTALLATION OF ALL ITEMS AND PRODUCTS TO BE USED ON THE PROJECT. G10. PROVIDE SECURITY ON SITE AND AROUND THE WORK AREA AS NEEDED TO PROTECT ALL ADJACENT AREAS AND THE PUBLIC. G11. PROTECT ALL TREES AND VEGETATION TO REMAIN ON SITE, SEE DRAWINGS AND NOTES FOR MORE SPECIFIC INFORMATION. G12.MAINTAIN A CLEAN JOB SITE. PROVIDE APPORPRIATE WASTE RECETACLES/DUMPSTERS/RECYCLING BINS ON SITE AT ALL TIMES AND COLLECT ALL CONSTRUCTION WASTE AND RECYCLABLES ON A DAILY BASIS AND DISPOSE OF IN APPORPRIATE WASTE RECETACLES/DUMPSTERS. SEE ALSO GENERAL CONDITIONS. 1/2 HOUR FIRE PARTITION 1 HOUR FIRE BARRIER FIRE RESITANCE RATED WALL KEY 1 E D C B A 2 3 4 5 6 E D C B A 1 2 3 4 5 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: PERMIT SET 11/18/2022 11/18/2022 2:59:23 PMAs indicated 07/08/2022 JRR, BH CODE REVIEW & PLANS G1.1 107 Williams Street 21067 NORTHAMPTON, MA 107 WILLIAMS STREET RESIDENTIAL DEVELOPMENT 107 Williams Street, Northampton, MA BUILDING CODE REVIEW Prepared by Kuhn Riddle Architects Updated: November 4th, 2022 DESRIPTION OF WORK This project is the first phase of a three phase, eight-unit, new construction, wood framed, slab-on-grade R-2 development. Each 2-Bedroom,1-bath unit is 1 story in height. Building Area: Total Building Area: 7,717 ft ² First Floor Area: 2,896 ft ² Second Floor Area: 2827 ft ² Third Floor Area: 1.994 ft ² # of Units: 8 Units ( 800 ft ² each) Number of Stories = 3 (maximum allowable is 3 per R101.2) Wall Framing = Wood Building Height = 39' -4" Largest Story Height = 9'-0" (maximum allowable is 11’–7”for wood wall framing per R301.3) Sprinklered = YES, in accordance with NFPA 13R APPLICABALE BUILDING CODE 9th Edition of the Massachusetts State Building Code (780 CMR) which adopts and ammends the 2015 International Building Code (2015 IBC) and the International Energy Conservation Code (IECC) Note: The proposed 3-story building is governed under the Residential Energy Efiiciency portion of the 2018 IECC 521 CMR Architectural Access Board CHAPTER 3:USE AND OCCUPANCY CLASSIFICATION Use Group Classification -R-2 -Residential (310.1) CHAPTER 4:SPECIAL DETAILED REQ. BASED ON USE AND OCCUPANCY Section 420: • See section 708 for Fire Partitions • See section 711 for Horizontal Assemblie • 420.5: The building will be sprinklered throughout with an automatic sprinkler system complying with sections 9.903.2.8 Section 420.2: • Separation Walls. Walls Seperating dwelling units in the same building, walls seperating sleeping units in the same building and walls separating dwelling or sleeping units from other occupanceis cintiguous to them in the same building shall be constructed as fire partitions in accordance with Section 708. CHAPTER 5:GENERAL BUILDING HEIGHTS & AREAS The building will be sprinklered throughout with an automatic sprinkler system complying with sections 9.903.3.1.1. The building will be construction type VB Occupancy: R-2 (Type VB) Table 504.3 Height Allowable: 60' Actual: 39' 4" Table 504.4 Stories Allowable: 3 Actual: 3 Table 506.2 Area Allowable: 21,000 ft ² Actual: 7,717 ft ² Table 508.4: N/A CHAPTER 6:CONSTRUCTION TYPE TYPE VB : Unprotected Wood Frame Table 601: Building Element Rating (Hours) Primary Structural Frame 0 Bearing Walls -Exterior/Interior 0 Nonbearing Walls and Partitions -Exterior 0 Nonbearing Walls and Partitions -Interior 0 Floor Construction & Secondary Members 0 Roof Construction & Secondary Members 0 CHAPTER 7:FIRE AND SMOKE PROTECTION FEATURES Section 708: The building will comply with 708.3, exception 2 and have dwelling unit seperation with a 1/2-hr fire resistance rating. Section 711: The building will copmply with 711.2.4.3, exception 1 and have dwelling unit seperation with a 1/2-hr fire resistance rating. Section 713: The building is less than four stories, shaft enclosures will have a fire resistance rating of one hour CHAPTER 10:MEANS OF EGRESS 780 CMR ammendment 1008.1.9.11 Exterior Doors and Locks to Apartment Houses. In accordance with M.G.L. c. 143, § 3R, at least one of the doors of the main common entryway into every apartment house having more than three apartments shall be designed or equipped as to close automatically and lock automatically with a lock, including a lock with an electrically-operated striker mechanism, a self-closing door and associated equipment. Such associated equipment shall include an intercom system tied independently to each apartment and where from each apartment the electrically operated striker mechanism can be released; additionally, where the number of apartments in a given building, irrespective of fire/party wall separation, is ten or more apartments, a closed circuit security camera system shall also be incorporated in such manner that from each apartment, apartment occupants can utilize their personal television sets to observe who is seeking entrance to the building. The intercom and closed circuit security camera systems shall be designed and listed for the weather and temperature conditions to which they will be exposed. OCCUPANT LOAD -Weighted Occupancy ( per Table 1004.1.1) USE: Residential (R-2) AREA: 7,717 ft ² OCCUPANT LOAD FACTOR: 200 gross CALCULATED OCCUPANTS: 39 EGRESS COMPONENT WIDTHS -Section 1005 Stairs: Maximum occupant load served by either stair (20) multiplied by 0.2 inches ( Per 1005.3.1, exception 1 ) = 48" Table 1006.2.1 Spaces With One Exit or Exit Access Doorway Occupancy : R2 Maximum Occupant Load of Space : 10 Maximum Common Path of Egress Travel Distance (w/ Sprinkler System): 125' Actual Distance: Varies See Code Plans Table 1006.3.2 (1) Stories With One Exit or Access to One Exit for R-2 Occupancies Story: First, Second, or Third Story Above Grade Plane Occupancy: R-2 Maximum Number of Dwelling Units: 4 Dwelling Units Maximum Common Path of Egress Travel Distance: 125' Actual Distance: Varies See Code Plans Table 1017.2 Exit Access Travel Distance Project equipped with an automatic sprinkler system Allowable w/ Sprinkler: 250' Actual: Varies See Code Plans INTERIOR EXIT STAIRWAYS AND RAMPS -Section 1023 (2) interior exit access stairways that conform to the requirements of section 1023 are provided. Per IBC Section 1023.2 enclosures for interior exit access stairways will be constructed as fire barriers in accordance with 707 and will have a fire resistance rating of not less than 1 hour (< 4 stories). Per 707.5 Exception 2, the interior exit access stairways required by section 1023 shall be permitted to terminate at a top enclosure complying with Section 713.12 . As such, the (2) interior exit access stairways provided will terminate at the under side of the roof trusses with a UL assembly that will have a fire resistance rating of not less than 1 hour. 521 CMR ARCHITECTURAL ACCESS BOARD Per Section 9.3, all three ground floor units will be constructed as Group 1 Dwelling units. No Public or Common Use spaces are provided above the ground floor and per 28.1, exception f, no elevator is required or provided. The total number of units is 8 (8<20) and per Section 9.4 no Group 2 Dwelling Units are required or provided. INTERNATIONAL ENERGY CONSERVATION CODE (IECC) See separate preliminary energy analysis prepared by Center for EcoTechnology. 1/8" = 1'-0" FIRST FLOOR CODE PLANB3 1/8" = 1'-0" SECOND FLOOR CODE PLAND3 1/8" = 1'-0" THIRD FLOOR CODE PLANE3 34" - 38"TOP EXTENSION -EXTEND HANDRAIL 12" MINIMUM BEYOND THE TOP RISER AND PARALLEL WITH THE FLOOR OR GROUND SURFACEBASE EXTENSION -EXTEND HANDRAIL 12" MIN. + THE WIDTH OF ONE TREAD BEYOND THE BOTTOM RISER. THE HANDRAIL SHALL CONTINUE TO SLOPE FOR A DISTANCE EQUAL TO THE WIDTH OF ONE TREAD FROM THE BOTTOM RISER; THE REMAINDER OF THE EXTENSION SHALL BE HORIZONTAL. 12" MIN.X 11" MIN. X 12" MIN. RETURN TO WALL RETURN TO WALL MAX.7"BOTTOM RISER TOP RISER 34" - 38"1 1/4" - 2"ø CLEAR 1 1/2" 1 1/4"⌀MIN. -2"⌀ MAX. HANDRAIL RETURN HANDRAILS TO WALLS HANDRAIL BRACKETS 42" GRAB BAR 6" MAX 42" MIN 18" MIN 42" GRAB BAR12"34"8"18"34"8 1/2"17"-19"TOILET TISSUE DISPENSER SANITARY NAPKIN DISPOSAL ACCESSORY NOTE: PROVIDE BLOCKING FOR ALL TOILET ACCESSORIES INCLUDING THOSE PROVIDED BY OWNER 30" MIN EQ EQ 24" ±8" ± WALL MOUNTED CONTROL UNIT FOR FAUCET IF REQ'D.6"12"MIN. 15"MAX.17"TO FLUSH CONTROL 44" MAX.6' - 0" CLEAR MIN.7' - 6" CLEAR MIN. 5' - 0" MIN. ALL COMPONENTS TO BE NON-RUSTING 1 1/4" TO 1 1/2" 1 1/2" ANTI-SLIP PEENED SURFACE STAINLESS STEEL GRAB BAR WITH CONCEALED FASTENERS NOTE:GRAB BAR, MOUNTING HARDWARE & WALL SUPPORTS TO MEET THE STRUCTURAL STRENGTH REQUIREMENTS OF 521 CMR 5.00 MIRROR REFLECTING SURFACE40" TO BOTTOM OFOF DISPENSER34" TO BOTTOM44"16"DOWN POSITION34" TO SHELF INOF DISPENSER46" TO BOTTOMHAND DRYER DISPENSER SOAP UTILITY SHELF FOLDING DISPENSER TOILET TISSUE DISPOSAL SAN. NAPKIN RECEPTACLE WASTE HOOKS CLOTHES (N.I.C.) HAT & COAT HOOK CLOTHES HOOK WITH BUMPER TOP OF BED2' - 9"BOTTOM OF BED2' - 5 1/2"BED IN OPEN POSITION BABY CHANGING STATION 3'-6"±TOILET ACCESSORY NOTES: • PROVIDE BLOCKING FOR ALL TOILET ACCESSORIES INCLUDING ANY PROVIDED BY OWNER • IF ACCESSORY HAS ANY CONTROLS THAT REQUIRES MANUAL OPERATION, NO CONTROL SHALL BE MOUNTED HIGHER THAN 42" A.F.F. • NO ACCESSORY SHALL INTRUDE MORE THAN 4" INTO THE PATH OF TRAVEL WHEN IN IT'S UPRIGHT POSITION. (N.I.C.)DISPENSER PAPER TOWEL 3' - 6" MAX. OF HAND DRYER37" TO BOTTOM(N.I.C.)3' - 4" MAX.LID MAX.28" TO TOP OFPLAN SECTION @ REMOVABLE PANEL BELOW COUNTER SECTION THRU VANITY 3/4" SOLID SURFACE COUNTER TOP -1/2" RADIUS @ OUTER EDGE 2x4 POPLAR FRAMING: SECURE TO REAR WALL & SIDEWALL 1/2" SOLID SURFACE FACE 3/4" x 4" SOLID SURFACE BACKSPLASH @ REAR AND SIDE WALLS OFFSET P-TRAP 1/2" REMOVABLE SOLID SURFACE PANEL SECURE TO 2x2 CLEATS WITH STAINLESS STEEL SCREWS AND FINISH WASHERS MIN. (3) PER SIDE - NOTCH PANEL TO CLEAR SINK AS REQ'D. 3/4" PLYWOOD END PANELS NOTE:INSTALL 1/2" SOLID SURFACE FINISHED END PANEL @ EXPOSED END 2x2 POPLAR CLEATS SECURED TO PLYWOOD END PANELS STAINLESS STEEL SCREW AND FINISH WASHER -MIN. (3) PER SIDE 2x2 CLEAT FACE OF SIDEWALL 3/4' PLYWOOD END PANELS FACE OF REAR WALL STAINLESS STEEL SCREW AND FINISH WASHER -MIN. (3) PER SIDE 2x2 CLEAT 1/4" SOLID SURFACE FINISHED END PANEL @ EXPOSED EDGE 1/2" SOLID SURFACE REMOVABLE PANEL 2x CLEAT -SECURE TO REAR WALL & PLYWD END PANEL 2x CLEAT -SECURE TO SIDE & REAR WALL NOTE:INSTALL SOLID 2x BLOCKING IN WALLS @ ALL ATTACHMENT POINTS 2x4 POPLAR FRAMING -SECURE TO REAR WALL, ENDWALL & SIDE PANELS 9"1' - 8"5"6" 22" - 24"4"8" - 10"8"2' - 10"MAX.6 1/2"18" MIN.12" MIN.CLEAR 48"12" CLEARANCE + DOOR WIDTH18" CLEARANCE + DOOR WIDTHCLEAR 60" PULL SIDE PUSH SIDE CLEARANCES FOR FRONT APPROACH ONLY DIRECTION OF APPROACH DIRECTION OF APPROACH 12" 1-1/4" MIN. 2" MAX. HANDRAIL ⌀ 1:12 MAX SLOPE ABOVE RAMP34" - 38"ABOVE RAMP18" - 20"12"EXTEND LEVEL HANDRAILS 12" PAST END OF RAMP NOTE: MAINTAIN MIN. 1 1/2" CLEAR BETWEEN HANDRAIL AND FACE OF ADJACENT SURFACE FIRE EXTINGUISHER CABINET (F.E. CAB.) AUTOMATED EXTERNAL DEFIBRILLATOR CABINET (AED CAB.)TOP OF EXTINGUISHER HANDLE3' - 4" OR 48" MAX TODOOR EDGE 18" CLEAR TO DOOR EDGE 18" CLEAR TO NOTE: MAINTAIN 18" CLEAR @ BOTH SIDES OF DOORS48" MAX. TO TOP OF HANDLENOTE:CONTRACTOR TO PROVIDE CABINETS ONLY: FIRE EXTINGUISHERS & DEFIBRILLATOR DEVICE BY OWNER 48" MAX.15" MIN.48" MAX.42" TYP.ELECTRICAL OUTLET LIGHT SWITCH THERMOSTAT OR SIMILAR CONTROL PANEL 4' - 0" MAX. TO TOP OF CONTROLSPULL STATION CENTERLINE OF LOWEST OUTLET 2x4 POPLAR FRAMING SECURE TO REAR WALL & SIDEWALL OR ADJACENT CABINET 3/4" x 4" PLASTIC LAMINATE BACKSPLASH @ REAR AND SIDE WALLS OFFSET P-TRAP 1/2" REMOVABLE PANEL SECURED TO 2X2 CLEATS WITH STAINLESS STEEL SCREWS AND FINISH WASHERS MIN. (3) PER SIDE. PANEL TO MATCH ADJACENT CABINET OR COUNTER FINISH WHERE NO ADJACENT COUNTER IS PRESENT FINISHED CABINET END PANEL TO MATCH CABINET FRONTS OR AJACENT WALL IF NO ADJACENT CABINET 2x2 POPLAR CLEATS SECURED TO ADJACENT WALL OR END PANELS34"25"5"29"8"9"6"4"FAUCET: TO BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. STAINLESS STEEL SINK BOWL, NOT TO EXCEED 6½ INCHES IN DEPTH WITH DRAIN OFFSET TO THE REAR. PLASTIC LAMINATE COUNTERTOP 2x4 POPLAR FRAMING SECURE TO REAR WALL & SIDEWALL APRON SECURED TO 2X4 POPLAR SUPPORT FRAMING, MATCH ADJACENT CABINET OR COUNTER FINISH IF NO ADJACENT CABINET.1 1/2"CLEARY = 48"MIN X = 24"CLEARY = 54" TO 59"MIN X = 42" DIRECTION OF APPROACH DIRECTION OF APPROACHCLEAR42"MIN. 24" DIRECTION OF APPROACH DIRECTION OF APPROACH 54" X = 36" IF Y = 60" PUSH SIDEPUSH SIDE PULL SIDE PULL SIDE1"6"1"DIRECTIONAL CHEVRONS IF REQ'D. 6" HIGH INTERNATIONAL SYMBOL OF ACCESSIBILITY ILLUMINATED EXIT SIGN: LETTER & PICTOGRAM COLOR (RED OR GREEN) AS SELECTED BY ARCHITECT 8"NOTE: PICTOGRAM MUST BE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, NOT THE "ACTION' ACCESSIBILITY SYMBOL REQUIRED IN CONNECTICUT 1 E D C B A 2 3 4 5 6 E D C B A 1 2 3 4 5 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: PERMIT SET 11/18/2022 11/18/2022 2:59:24 PMAs indicated 07/08/2022 Author ACCESSIBILITY DETAILS A0.2 107 Williams Street 21067 NORTHAMPTON, MA A0.2 1" = 1'-0" STAIR CODEB3 A0.2 6" = 1'-0" TYPICAL HANDRAIL DETAILB2 A0.2 1/2" = 1'-0" ACCESSIBLE TOILET FIXTURE MOUNTING HEIGHTSA1 A0.2 6" = 1'-0" GRAB BAR DETAILSC2 A0.2 1/2" = 1'-0" TOIILET ACCESSORY MOUNTING HEIGHTSA3 A0.2 1 1/2" = 1'-0" ACCESSIBLE VANITY DETAILSD4 A0.2 3/4" = 1'-0" RAMP REQUIREMENTSC3 A0.2 3/4" = 1'-0" FIRE EXTINGUISHER & AED CABINET MOUNTING HEIGHTSD3 A0.2 3/4" = 1'-0" ELECTRICAL MOUNTING HEIGHTSD2 A0.2 1" = 1'-0" ACCESSIBLE SINK DETAILB4 A0.2 3/8" = 1'-0" DOOR APPROACH CLEARANCESD1 A0.2 3" = 1'-0" BARRIER FREE EXIT SIGN REQUIREMENTSB1 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΋[ G ΋[G ΋[ G ΋[G ΋[ G ΋[1$,/61EDCBA23456EDCBA123456F.XKQ5LGGOH$UFKLWHFWV,QFKUHN 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:100% CD SET$012" = 1'-0"11/18/22TCJrGENERAL NOTES ANDMATERIAL SPECIFICATIONSS0.1107 Williams Street22110NORTHAMPTON, MA6+((7/,676+((7180%(56+((71$0(6 *(1(5$/127(6$1'0$7(5,$/63(&,),&$7,2166 ),567)/225)281'$7,21$1'6/$%21*5$'(3/$16 6(&21')/225)5$0,1*3/$16 7+,5')/225)5$0,1*3/$16 522))5$0,1*3/$16 )281'$7,216(&7,216$1''(7$,/66 :22')5$0,1*6(&7,216$1''(7$,/66 :22'6+($5:$//6'(7$,/63(563(&7,9(3(563(&7,9( $6%6&6'6(6)6> @> @> @> @> @> @> @> @> @> @> @> @> @37[326737[326737[3267$6$6$6$6$6$6$6$6$6$6$6$6&6&6&6%6%6(6(6(6(6'6'6'6)66,0)66,0)6 $$$$$$$$&21&6/$%21*5$'( &21&6/$%21*5$'( &21&6/$%21*5$'( $$%:%:36> @> @> @[36/3267[36/3267[36/3267[36/3267[36/3267[36/3267366,03621&%643267%$6(7<3 1257+:22'-2,67+($'(5%($06&+('8/(-:22':$//6&+('8/(0$5.678'663$&,1*'(7$,/[678'6$7RF[678'%(7:((10$5.6,=(:,'7+['(37+.,1*678'6-$&.678'67-,$7RF-[/9/V$7RF-7-,$7RF%[/9/%($0%[/9/%($0%[/9/%($0:22')5$0,1*/(*(1'6<0%2/ '(6&5,37,21+[/9/V[[:22')5$0('%($5,1*:$//:22')5$0('6+($5:$//;;,1',&$7(66+($5:$//6+($7+,1*7<3(,1',&$7(66+($5:$//+2/''2:17<3(6((7<3,&$/:22'6+($5:$//'(7$,/$1'6+($5:$//6&+('8/()25$'',7,21$/,1)250$7,21:$//%(/2:57522)75866(6$7RF57522)75866(6$7RF;;%:- 7-,$7RF%[/9/%($0 86(6,03621),5(+$1*(56$767$,56 821821 6((6)25*(1(5$/127(6$1'0$7(5,$/63(&,),&$7,2166(()281'$7,2135(3'(7$,/$1'352-(&7*(27(&+1,&$/5(3257)25)281'$7,2135(3$5$7,21,1)250$7,217232)),567)/225&21&5(7(6/$%21*5$'((/(9$7,21 (/(9$7,21 821)/225&216758&7,21&21&5(7(6/$%21*5$'(5(,1)25&(':,7+[ :[::(/'(':,5()$%5,&81/(6627+(5:,6(127(')25'(7$,/66((7<3,&$/6/$%21*5$'('(7$,/6&(17(5)227,1*621&2/801:$//&(17(5/,1(68217+,&.(16/$%72'(37+[:,'7+81'(567$,5683325767<3>[ [[@ ,1',&$7(6%277202))227,1*(/(9$7,21[ [[,1',&$7(67232)&21&5(7(67(0(/(9$7,21&- ,1',&$7(6&21752/-2,1768%0,762*&21752/-2,17/$<2876+23'5$:,1*)255(9,(:,1',&$7(6:22'326783,1',&$7(6:22'3267'2:1 32676,1[:$//672%([81/(6627+(5:,6(127(' 32676,1[:$//672%([81/(6627+(5:,6(127(' 32676,=(627+(57+$1127('$%29(6+2:1213/$1$7%$6(2)326721/<$//:$//66+2:1$5(72%(&216758&7(':,7+[ V$7RF81/(6627+(5:,6(127(')281'$7,213/$1127(61EDCBA23456EDCBA123456F.XKQ5LGGOH$UFKLWHFWV,QFKUHN 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:100% CD SET$0As indicated11/18/22TCJrFIRST FLOOR FOUNDATIONAND SLAB ON GRADE PLANS1.1107 Williams Street22110NORTHAMPTON, MA ),567)/225)281'$7,21$1'6/$%21*5$'(3/$13(563(&7,9()281'$7,213(563(&7,9( %'5233('%'5233(' %'5233('%'5233('%'5233('---%'5233('%'5233('%'5233('+ + + ++ + + ++ + +++++++++++ ++57$6$$$$$$$$$7 *6+($7+,1* 7 *6+($7+,1* 7 *6+($7+,1* % %% %% %% %:22'67$,5:22'67$,5----$%:%:7 *6+($7+,1* 7 *6+($7+,1* $6$6$6$6$6$6$6$6$6$6%6%6&6&6&6&6&6'606066/23(6/23(6/23(6/23((6(637[37[37[37[37[37[37[37[37[37[$7RF37[$7RF37[$7RF-66,03621'77=:΋7+5'52'7<3/2& 16-6-63637[37[37[37[37[37[366,03621%&3267&$37<31257+:22'-2,67+($'(5%($06&+('8/(-:22':$//6&+('8/(0$5.678'663$&,1*'(7$,/[678'6$7RF[678'%(7:((10$5.6,=(:,'7+['(37+.,1*678'6-$&.678'67-,$7RF-[/9/V$7RF-7-,$7RF%[/9/%($0%[/9/%($0%[/9/%($0:22')5$0,1*/(*(1'6<0%2/ '(6&5,37,21+[/9/V[[:22')5$0('%($5,1*:$//:22')5$0('6+($5:$//;;,1',&$7(66+($5:$//6+($7+,1*7<3(,1',&$7(66+($5:$//+2/''2:17<3(6((7<3,&$/:22'6+($5:$//'(7$,/$1'6+($5:$//6&+('8/()25$'',7,21$/,1)250$7,21:$//%(/2:57522)75866(6$7RF57522)75866(6$7RF;;%:- 7-,$7RF%[/9/%($0 86(6,03621),5(+$1*(56$767$,566((6)25*(1(5$/127(6$1'0$7(5,$/63(&,),&$7,2167232)6(&21')/2256+($7+,1*(/(9$7,21127('7+86; ;;)/2256+($7+,1*6+$//%(721*8($1'*5229(3/<:22'6((*(1(5$/127(6'5$:,1*6522)6+($7+,1*6+$//%(3/<:22'2526%3$1(/66((*(1(5$/127(6'5$:,1*6)/225$1'522)&216758&7,216+$//%(,1$&&25'$1&(:,7+7+(),5(5(6,67$1&(5$7,1*$1'7+(8/'(6,*112$6,1',&$7('217+($5&+,7(&785$/'5$:,1*6$1'63(&,),&$7,21675866-2,67/2&$7,2166+2:1213/$15(35(6(17,17(1'('63$1',5(&7,21$1'0$;,08063$&,1*21/<&2175$&7256+$//&225',1$7(75866-2,67/2&$7,21668&+7+$7$//75866(6-2,676$1':$//678'667$&.9(57,&$//<837+(%8,/',1*$608&+$6)($6,%/(&225',1$7(6,=($1'/2&$7,212)$//)/2253(1(75$7,216:,7+$5&+,7(&785$/0(&+$1,&$/$1'(/(&75,&$/'5:,1*6$//)/2253(1(75$7,2166+$//%(5(9,(:('%<7+((1*,1((535,2572)$%5,&$7,21$1',167$//$7,212)3(1(75$7,21)5$0,1*(/(0(1763529,'()5$0,1*$6,1',&$7(',17<3,&$/522))/22523(1,1*'(7$,/'21276&$/(23(1,1*6+[ ,1',&$7(6:22'+($'(55(63(&7,9(/<6((:22'%($0+($'(532676&+('8/(7+,66+((7$1'7<3,&$/:22'%($0+($'(5'(7$,/)25$'',7,21$/,1)250$7,21,1',&$7(6:22'326783,1',&$7(6:22'3267'2:1 32676,1[:$//672%([81/(6627+(5:,6(127(' 32676,1[:$//672%([81/(6627+(5:,6(127(' 32676,=(627+(57+$1127('$%29(6+2:1213/$1$7%$6(2)326721/<$//:$//66+2:1$5(72%(&216758&7(':,7+[ V$7RF81/(6627+(5:,6(127('6(&21')/225)5$0,1*3/$1127(61EDCBA23456EDCBA123456F.XKQ5LGGOH$UFKLWHFWV,QFKUHN 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:100% CD SET$0As indicated11/18/22TCJrSECOND FLOOR FRAMINGPLANS1.2107 Williams Street22110NORTHAMPTON, MA 6(&21')/225)5$0,1*3/$13(563(&7,9( ---%'5233('%'5233('%'5233('/2:522)6((6+ + + ++ + + ++ + +++++++++++ +$$$$$$$$$$7 *6+($7+,1* 7 *6+($7+,1* 7 *6+($7+,1* % %% %% %% %:22'67$,5:22'67$,5-----%:%:%:%:7 *6+($7+,1* 7 *6+($7+,1* $6$6$6$6$6$6$6$6%6%6%6%6&6&6&6&6&6'66,06,0)6)6*6*6*6*6%'5233('%'5233('++++637[326737[326737[326737[326737[326737[326737[326737[326737[326737[32670(&+81,766(($5&+':*61257+:22'-2,67+($'(5%($06&+('8/(-:22':$//6&+('8/(0$5.678'663$&,1*'(7$,/[678'6$7RF[678'%(7:((10$5.6,=(:,'7+['(37+.,1*678'6-$&.678'67-,$7RF-[/9/V$7RF-7-,$7RF%[/9/%($0%[/9/%($0%[/9/%($0:22')5$0,1*/(*(1'6<0%2/ '(6&5,37,21+[/9/V[[:22')5$0('%($5,1*:$//:22')5$0('6+($5:$//;;,1',&$7(66+($5:$//6+($7+,1*7<3(,1',&$7(66+($5:$//+2/''2:17<3(6((7<3,&$/:22'6+($5:$//'(7$,/$1'6+($5:$//6&+('8/()25$'',7,21$/,1)250$7,21:$//%(/2:57522)75866(6$7RF57522)75866(6$7RF;;%:- 7-,$7RF%[/9/%($0 86(6,03621),5(+$1*(56$767$,566((6)25*(1(5$/127(6$1'0$7(5,$/63(&,),&$7,2167232)7+,5')/2256+($7+,1*(/(9$7,21127('7+86; ;;)/2256+($7+,1*6+$//%(721*8($1'*5229(3/<:22'6((*(1(5$/127(6'5$:,1*6)/225&216758&7,216+$//%(,1$&&25'$1&(:,7+7+(),5(5(6,67$1&(5$7,1*$1'7+(8/'(6,*112$6,1',&$7('217+($5&+,7(&785$/'5$:,1*6$1'63(&,),&$7,21675866-2,67/2&$7,2166+2:1213/$15(35(6(17,17(1'('63$1',5(&7,21$1'0$;,08063$&,1*21/<&2175$&7256+$//&225',1$7(75866-2,67/2&$7,21668&+7+$7$//75866(6-2,676$1':$//678'667$&.9(57,&$//<837+(%8,/',1*$608&+$6)($6,%/(&225',1$7(6,=($1'/2&$7,212)$//)/2253(1(75$7,216:,7+$5&+,7(&785$/0(&+$1,&$/$1'(/(&75,&$/'5:,1*6$//)/2253(1(75$7,2166+$//%(5(9,(:('%<7+((1*,1((535,2572)$%5,&$7,21$1',167$//$7,212)3(1(75$7,21)5$0,1*(/(0(1763529,'()5$0,1*$6,1',&$7(',17<3,&$/522))/22523(1,1*'(7$,/'21276&$/(23(1,1*6+[ ,1',&$7(6:22'+($'(55(63(&7,9(/<6((:22'%($0+($'(532676&+('8/(7+,66+((7$1'7<3,&$/:22'%($0+($'(5'(7$,/)25$'',7,21$/,1)250$7,21,1',&$7(6:22'326783,1',&$7(6:22'3267'2:1 32676,1[:$//672%([81/(6627+(5:,6(127(' 32676,1[:$//672%([81/(6627+(5:,6(127(' 32676,=(627+(57+$1127('$%29(6+2:1213/$1$7%$6(2)326721/<$//:$//66+2:1$5(72%(&216758&7(':,7+[ V$7RF81/(6627+(5:,6(127('7+,5')/225)5$0,1*3/$1127(61EDCBA23456EDCBA123456F.XKQ5LGGOH$UFKLWHFWV,QFKUHN 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:100% CD SET$0As indicated11/18/22TCJrTHIRD FLOOR FRAMING PLANS1.3107 Williams Street22110NORTHAMPTON, MA 7+,5')/225)5$0,1*3/$13(563(&7,9( /2:522)6((6+ + + ++++++ ++++ + ++++++57576/23(6/23(6/23(6/23($3352;5775866352),/(6(($5&+':*6)25*(20(75<$3352;5775866352),/(6(($5&+':*6)25*(20(75<6((6/2:522))6*6.616.6.6.6.6.6.6.616161616161616/6/6+6[[[[[[[$7RF[$7RF37)/$7[37)/$7[37)/$7[37)/$7[ 37)/$7[/2:$75$,/,,1* /2:$75$,/,,1*$77232):$//$77232):$//$77232):$//1257+:22'-2,67+($'(5%($06&+('8/(-:22':$//6&+('8/(0$5.678'663$&,1*'(7$,/[678'6$7RF[678'%(7:((10$5.6,=(:,'7+['(37+.,1*678'6-$&.678'67-,$7RF-[/9/V$7RF-7-,$7RF%[/9/%($0%[/9/%($0%[/9/%($0:22')5$0,1*/(*(1'6<0%2/ '(6&5,37,21+[/9/V[[:22')5$0('%($5,1*:$//:22')5$0('6+($5:$//;;,1',&$7(66+($5:$//6+($7+,1*7<3(,1',&$7(66+($5:$//+2/''2:17<3(6((7<3,&$/:22'6+($5:$//'(7$,/$1'6+($5:$//6&+('8/()25$'',7,21$/,1)250$7,21:$//%(/2:57522)75866(6$7RF57522)75866(6$7RF;;%:- 7-,$7RF%[/9/%($0 86(6,03621),5(+$1*(56$767$,566((6)25*(1(5$/127(6$1'0$7(5,$/63(&,),&$7,2167232)522)6+($7+,1*(/(9$7,219$5,(66(($5&+'5$:,1*6)25522)*(20(75<522)6+($7+,1*6+$//%(3/<:22'2526%3$1(/66((*(1(5$/127(6'5$:,1*6522)&216758&7,216+$//%(,1$&&25'$1&(:,7+7+(),5(5(6,67$1&(5$7,1*$1'7+(8/'(6,*112$6,1',&$7('217+($5&+,7(&785$/'5$:,1*6$1'63(&,),&$7,21675866-2,67/2&$7,2166+2:1213/$15(35(6(17,17(1'('63$1',5(&7,21$1'0$;,08063$&,1*21/<&2175$&7256+$//&225',1$7(75866-2,67/2&$7,21668&+7+$7$//75866(6-2,676$1':$//678'667$&.9(57,&$//<837+(%8,/',1*$608&+$6)($6,%/(%[+[ ,1',&$7(6%($0+($'(55(63(&7,9(/<6((:22'%($0+($'(532676&+('8/(7+,66+((7$1'7<3,&$/:22'%($0+($'(5'(7$,/)25$'',7,21$/,1)250$7,21,1',&$7(6:22'326783,1',&$7(6:22'3267'2:1 32676,1[:$//672%([81/(6627+(5:,6(127(' 32676,1[:$//672%([81/(6627+(5:,6(127(' 32676,=(627+(57+$1127('$%29(6+2:1213/$1$7%$6(2)326721/<$//:$//66+2:1$5(72%(&216758&7(':,7+[ V$7RF81/(6627+(5:,6(127('522))5$0,1*3/$1127(61EDCBA23456EDCBA123456F.XKQ5LGGOH$UFKLWHFWV,QFKUHN 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:100% CD SET$0As indicated11/18/22TCJrROOF FRAMING PLANS1.4107 Williams Street22110NORTHAMPTON, MA 522))5$0,1*3/$13(563(&7,9( 7<3,&$/6/$%21*5$'('(7$,/::)&/56((3/$1)255(,1)25&(0(176((*(27(&+(&+5(3257)2568%%$6(35(3$5$7,216((3/$1)256/$%7+,&.1(663529,'(&217&+$,5$7 RF0$;720$,17$,15(,1)$7(/6+2:1&21752/-2,17'(7$,/6((*(27(&+(&+5(3257)2568%%$6(35(3$5$7,21767235(,1)6+2572)-2,17$7($&+6,'(',$021'6$:&876((127(127(,1$5($6:+(5(6/$%,6/()7(;326(',(/()781&29(5('),//:63(&,),('-2,17),//(5,1$&&25'$1&(:0$18)$&785(5 6,16758&7,216&216758&7,21-2,17'(7$,/767235(,1)6+2572)-2,17$7($&+6,'(35(02/'('721*8($1'*5229(-2,17&216758&7,21-2,176$5(72%(86(':+(1&21&5(7,1*23(5$7,21$5(72%(,17(55837('&216758&7,21-2,1760$<21/<%(86('$7/2&$7,21663(&,),(')25&21752/-2,1766((6/$%$1''(7$,/9$325%$55,(5$7,17(5,256/$%621/<&217$76+(/)&21&6/$%21*5$'(6((3/$1:$//%(<21'(;7(5,256/$%6((6,7(':*6,168/$7,216(($5&+'(7$,/$7(;7(5,25'2256+$81&+6/$%'2:1$77$&+:[/21*'2:(/6$7RF:0,1(32;<(0%('770,1 0$;':$//)7*0,1812['[7%277205(,1)25&0(1777235(,1)25&(0(17,)35(6(17/G7<3/G7<3:$//,17(56(&7,216(1'62):$//6:$//&251(56+22.$//+25,=5(,1)25&(0(17$66+2:1253529,'(+22.('63/,&(%$567<37&216758&7,21-2,17 RF0$;+25,=5(,1)25&(0(17&2177+528*+-2,178%$56720$7&++25,=5(,1)2&(0(179(57',$',$',$',$',$',$',$777231*7<3%$5',$07<3%$5',$07<3%$5',$0$'' /5(,1)%$56$7($&+)$&(2):$//723$1'%272)6/$%)256,=(6((127(7<3',$*21$/%$56$'' /%$56$7($&+)$&(2):$//723$1'%272)6/$%127(6$7:$//6$'',7,21$/5(,1)25&,1*6,=(6+$//0$7&++25,=217$/$1'9(57,&$/5(,1)25&,1*$76/$%686(%$567+,6'(7$,/$33/,(6$7$//23(1,1*6[$1'/$5*(5'(7$,/,66,0,/$5$7$//&,5&8/$523(1,1*6$1'/$5*(5&225',1$7($//23(1,1*6,=(6$1'/2&$7,216:,7+$5&+,7(&785$/$1'0(&+$1,&$/'5$:,1*60,10,170,170,17)7*76((0(&+$1,&$/(/(&75,&$/3/80%,1*$1'6,7(':*6)25/2&$7,21(/(9$7,21$1'6,=(2)87,/,7<3,3(6/((9(25)250('23(1,1*&2035(66,%/(),//(56(($5&+':*6)'1:$//127(6,)5(48,5(')25$'',7,21$/:$//5(,1)25&,1*6((7<3,&$/6/$%:$//3(1(75$7,215(,1)25&,1*'(7$,/7+,&.(16/$%81'(5,17(5,25:22'%($5,1*:$//672&(/6((3/$1 6((3/$1:22'[6,//376,//΋6+$1.*$/93$)V:(0%('$7 RF,17(5,25:22'%($5,1*:$//6((3/$1&217',$$1&+25%2/7:,7+[[3/$7(:$6+(56812 0$;63$&,1*MAX 0$; 0$;127(63529,'(0,1,080(0%('0(170$;,0803(50,77('+2/(6,=()25$1&+25%2/7,60,1%2/763(53/$7($1&+25%2/772%(,167$//(':,7+,10,''/(7+,5'2)6,//3/$7(/),567)/225 %)7*(/(9127('7+86>;; ;;@213/$1&217,1)7*'2:(/6$7RF&217$76+(/)&217[.(<&217723 %272):$// &/5 )52673527(&7,21 0,1&21&6/$%21*5$'(6((3/$1376,//$1&+25$*(6((7<3,&$/'(7$,/:22':$//6((3/$16+(/)*5$'(9$5,(66((6,7(':*6,168/$7,216(($5&+6((6)25$'',7,21$/5(%$5$76+($5:$//+2/''2:167<37)'1:$//(/(96((3/$1/),567)/225 %)7*(/(9127('7+86>;; ;;@213/$1&217723 %272):$//&21&6/$%21*5$'(6((3/$1'2:(/6$7RF*5$'(6((6,7(':*6&/5 )52673527(&7,21 0,1 &217[&217.(<6(($6)25,1)250$7,211275(3($7('+(5(/),567)/225 %)7*(/(9127('7+86>;; ;;@213/$16(($6)25,1)250$7,211275(3($7('+(5(&21&6/$%21*5$'(6((3/$1 &/5 )52673527(&7,21 0,16+(/)/),567)/225 %)7*(/(9127('7+86>;; ;;@213/$16(($6)25,1)250$7,211275(3($7('+(5( &/5 6+(/)6+(/)&21&6/$%21*5$'(6((3/$1)52673527(&7,21 0,1:22'6+($5:$//6((3/$1/),567)/225 %)7*(/(9127('7+86>;; ;;@213/$16(($6)25,1)250$7,211275(3($7('+(5( &/5 )52673527(&7,21 0,16+(/)6+(/)/),567)/225 %)7*(/(9127('7+86>;; ;;@213/$16(($6)25,1)250$7,211275(3($7('+(5(&21&6/$%21*5$'(6((3/$1 &/5 &/5 )52673527(&7,21 0,11$785$/,125*$1,&62,/5(029($1<0$13/$&('),//81'(5%8,/',1*)281'$7,216 &203$&7('6758&785$/),//0,1 &21&5(7(6/$%6((3/$1&203$&7('&20021),//&21&5(7()'16((3/$16((&,9,/':*6)255(4 762876,'(%/'*%(/2:6/$%5(029((;,6762,/ 0,1'(7$,/6+2:65(&200(1'$7,216%$6('21352-(&7*(27(&+1,&$/5(3257352-(&7*(27(&+1,&$/5(3257*29(5166758&785$/),/7(5)$%5,&%(/2:)227,1*61EDCBA23456EDCBA123456F.XKQ5LGGOH$UFKLWHFWV,QFKUHN 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:100% CD SET$0As indicated11/18/22TCJrFOUNDATION SECTIONS ANDDETAILSS2.0107 Williams Street22110NORTHAMPTON, MA 6/$%21*5$'('(7$,/6 7<3,&$/67(33(')227,1*'(7$,/ 7<3,&$/&21&5(7(:$//5(,1)25&,1*'(7$,/ 7<3,&$/6/$%21*5$'(:$//3(1(75$7,215(,1)25&,1*'(7$,/ 7<3,&$/67(3)227,1*'(7$,/$7:$//3,3(3(1(75$7,21 7<3,&$/7+,&.(1('6/$%81'(5,17(5,25:22'%($5,1*:$//'(7$,/ $1&+25%2/7'(7$,/ $)281'$7,216(&7,21$ %)281'$7,216(&7,21% &)281'$7,216(&7,21& ')281'$7,216(&7,21' ()281'$7,216(&7,21( ))281'$7,216(&7,21) )281'$7,2135(3'(7$,/ 3/$19,(:/9/%($0821213/$1/9/%($0821213/$1/9/%($0821213/$1/9/%($0821213/$17<3,&$/-2,67663$&,1*0$;231* 60$,17$,17<3-2,6763$&,1*72$/,*1:,7+6833257:$//($&+(1'7<3,&$/-2,677<3,&$/-2,67,17(55837('-2,67127(/9/%($066+2:121'(7$,/$5(6+2:1$6$0,1,080$1'6+$//0$7&+-2,67'(37+81/(6627+(5:,6(127('213/$1/9/$%2/7652:6',$%2/76$7RF67$**(5('/9/ /9/6,03621)$&(02817-2,67+$1*(5$7($&+-2,67($&+6,'(2)%($0:22'%($06((3/$1:22'-2,67%($03(53/$1:22'-2,67%($03(53/$1&2175,0%2$5'25:$//678'637&217/('*(5-2,676-2,67+$1*(5/('*(5/2.6&5(:6723$1'%27720$7RF67$**(5('3/$19,(:+($'(575866+($'(57586675866*,5'(525 '28%/(7586675866*,5'(525 '28%/(758667<3,&$/75866663$&,1*0$;231* 60$,17$,17<37586663$&,1*72$/,*1:,7+6833257:$//($&+(1'7<3,&$/758667<3,&$/75866,17(55837('75866127(758660$18)$&785(572'(6,*1$1'3529,'(75866*,5'(56+($'(575866(6'28%/(75866(6$1'$//758667275866&211(&7,2165(48,5('72)5$0(28723(1,1*681/(6627+(5:,6(6+2:1213/$1 0,1 0,1/$36+($7+,1*:,7+:$//678'6%(7:((1)/2256:22',-2,6766((3/$1:22'6+($7+,1*6((3/$1:22':$//6((3/$1&217/6/5,0%2$5' 0,1 0,1/$36+($7+,1*:,7+:$//678'6%(7:((1)/2256:22'6+($7+,1*6((3/$1:22':$//6((3/$1&217/6/5,0%2$5':22',-2,6766((3/$1%$<62)/9/%/2&.,1*$7 RF:22',-2,6766((3/$1:22'6+($7+,1*6((3/$1:22':$//6((3/$1/6/%/2&.,1*%(7:((1-2,676:22',-2,6766((3/$1:22'6+($7+,1*6((3/$1:22'%($06((3/$1/6/%/2&.,1*%(7:((1-2,676:22',-2,6766((3/$1:22'6+($7+,1*6((3/$16,03621&211(&72563(56+($5:$//'(7$,/6%$<62)/9/%/2&.,1*$7 RF&217/9/5,0%2$5':22'6+($5:$//6(('(7$,/67<3/9/-2,6766((3/$1%8,/783'(&.6(($5&+':*6&217/9/5,0%2$5':22'6+($5:$//6(('(7$,/67<3:22'6+($7+,1*6((3/$17<3%$<62)/9/%/2&.,1*$7 RF6,03621&211(&72563(56+($5:$//'(7$,/6&2175,0%2$5':22')/225-2,6766((3/$1:22'6+($7+,1*6((3/$1%$<62)7,*+7),77,1*/9/%/2&.,1*$7 RF:22'+($'(56((3/$1(;7:22':$//6((3/$17<3:22'522)6+($7+,1*6((3/$1:22'522)75866(66((3/$1:22'+($'(56((3/$16,03621+$$7($&+:22'522)75866:22'3267%(<21'[%/2&.,1*%7:175866(675866+$1*(5'(6,*1(')2583/,)7/9/-2,6766((3/$1%8,/783'(&.6(($5&+':*6&217/9/5,0:22'6+($7+,1*6((3/$17<337:22'32676((3/$137:22'%($0$75$,/,1*,167$//7,*+7%(7:((1(1':$//66((3/$137:22'%($0$77:$//6((3/$1&211(&772%$6(:6,03621$&/,3($6,'(62/,'%/2&.,1*%(/2:32676,03621$&/,3$7($&+(1'2)5$,/,1*%($06,03621$&/,3$7($&+3267&/,36$7,17(5,25326766&5(:6[/21*,1727232)3267%(/2:G1$,/62)833(53/<723/<%(/2:6,03621'77=+2/''2:1:΋*$/9%2/76(($5&+':*6)25'(&.),1,6+(;7:22':$//6((3/$17<367(36(($5&+':*60$;*$/96,03621+8&&21&($/(')/$1*(+$1*(5:6&5(:6,167($'2)1$,/637[%5$&(/(7,17+(7232)%5$&(,1%(7:((1287(53/,(62)'(&.%($0:΋*$/97+58%2/7637'(&./('*(5)$67(1%/2&.,1*72,-2,67:,7+G1$,/6)/225,-2,676((3/$1&2175,0%2$5')/2256+($7+,1*)$67(1,1*$7RF0$;72-2,67:+2/''2:162/,'7,*+7),77,1*/9/%/2&.,1*%27+6,'(62):(%2),-2,67$7+2/''2:1:22'32676((3/$1&$1737:22'%06((3/$1(;7:22':$//6((3/$1:22'-2,6766((3/$15,0%2$5'6((3/$16,03621+855,&$1(7,(6$7%($0[3267G1$,/6$7RF$1&+25$*(6((*(1(5$/127(6376,//6,//3/$7(231*%(<21'231*%(<21'37:22'%06((3/$1:22'6+($7+,1*:G1$,/6$7RF0,1:22'6+($7+,1*6((3/$1:22'/$''(575866'(6,*1(')252872)3/$1(/2$',1*(;7:22':$//6((3/$1[%/2&.,1*%7:175866(6$7 RF[%/2&.,1*%7:175866(6$7 RFG1$,/67<36,03621$)5$0,1*$1*/($7($&+%5$&([',$*21$/%5$&(86(3/,(6:+(1/(1*7+(;&(('6 522)6+($7+,1*6((3/$1:22'522)75866(66((3/$1(;7:22':$//6((3/$16,03621+$+855,&$1(7,($7($&+75866522)6+($7+,1*6((3/$1:22'522)75866(66((3/$16,03621+$+855,&$1(7,($7($&+7586652:62)6&5(:6[/21*$7RF:22'%($06((3/$16+($7+,1*6((3/$1:22'32676((3/$1+($'(51276+2:1)25&/$5,7<6,03621'77=:΋7+5'52' [[67/3/$7(:22'6+($7+,1*:G1$,/6$7RF6,03621$&/,3($6,'(727$/2)3(53267'(6,*175866$73267)25$;,$//2$'2)/%:,1'6(59,&(37:22'326766((3/$137:22'%($06((3/$1/9/($6,'(2)3267:΋7+58%2/76(4(4:22'-2,6766((3/$1%8,/783'(&.6(($5&+':*66,03621$&/,3$781'(56,'(2)37%($0($6,'(2)32676(($5&+':*6)25),1,6+1EDCBA23456EDCBA123456F.XKQ5LGGOH$UFKLWHFWV,QFKUHN 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:100% CD SET$0As indicated11/18/22TCJrWOOD FRAMING SECTIONSAND DETAILSS3.0107 Williams Street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΋(0%('RF('*(6RF),(/'RF('*(6RF),(/'RF('*(6RF),(/'΋(0%('RF('*(6RF),(/'RF('*(6RF),(/':,1'(4:,1'(4:,1'(4:,1'(4:,1'(4:,1'(4:,1'(4:,1'(4:,1'(4:,1'(40,1$G1$,/6%G1$,/6RF0$;RF0$;RF0$;RF0$;RF0$;RF0$;΋$1&+250,''/(7+,5'2)373/$7([[3/$7(:$6+(50,10,1΋[/21*+,/7,+86(=0,''/(7+,5'2)373/$7([[3/$7(:$6+(5RF0$;RF0$;RF0$;RF0$;RF0$;RF0$;63$&,1*0,1΋7+5'52'0,''/(7+,5'2)373/$7([[3/$7(:$6+(5(0%('(32;<6&5(:$1&+256(32;<$1&+256+,/7,+,7+<+2/''2:16&+('8/(0$5.6((3/$1+2/''2:102'(/',$0(7(5*5$'(:22')$67(1(5672(1'32677+5($'('52'(0%(',172&21&5(7((1'32676+($5:$//(1'3267$//2:$%/(7(16,21')/163)/%/%6,03621+'86'6΋)\ .6,[6'66&5(:6(0%('/%/%6,03621+'86'6΋)\ .6,[6'66&5(:6/%/%6,03621+'86'6΋)\ .6,[6'66&5(:6/%/%6,03621+'86'6΋)\ .6,[6'66&5(:6/%/%6,03621+'86'6΋)\ .6,[6'66&5(:6/%/%6,03621+'86'6΋)\ .6,[6'66&5(:6(0%('6((6&+('8/(0$;(0%('(0%('(0%('(0%('(0%('%/.*%(/2:RF0$;RF0$;RF0$;RF0$;RF0$;RF0$;΋[9(57[[[[[[1EDCBA23456EDCBA123456F.XKQ5LGGOH$UFKLWHFWV,QFKUHN 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:100% CD SET$01/2" = 1'-0"11/18/22TCJrWOOD SHEARWALLS DETAILSS4.0107 Williams Street22110NORTHAMPTON, MA :22'6+($5:$//'(7$,/ :22'6+($5:$//6&+('8/( 1A 1B SOUND BATT INSULATION (2) 2X TOP PLATE SCHEDULED BASEBOARD - SEE FINISH SCHEDULE (1) LAYER EACH SIDE 5/8" TYPE X GYPSUM BOARD ON EACH SIDE 2x WOOD FRAMING (2) 2X TOP PLATE SCHEDULED BASEBOARD - SEE FINISH SCHEDULE 1C 1D SEE FLOOR/CEILING ASSEMBLIES FOR DETAIL FINISH FLOOR AS SCHEDULED SEE FLOOR/CEILING ASSEMBLIES FOR DETAIL (1) LAYER EACH SIDE 5/8" TYPE X GYPSUM BOARD ON EACH SIDE 2x WOOD FRAMING 2A 2B 2C 2D HARDIE PANEL FIBER-CEMENT LAP SIDING 6" EXPOSURE W/ WOVEN ALUM. CORNER CLIPS 5/8" GYPSUM BOARD, PAINTED. SEE FINISH SCHEDULE FOR ADDITIONAL INTERIOR FINISH INFORMATION 2X6 WOOD STUD WALL FRAMING W/ 5-1/2" DENSE PACK CELLULOSE IN EXTERIOR WALL CAVITY (R-22) ABC® 2 1/2" CORRUGATED METAL PANEL ORIENTED VERTICALLY w/ EXPOSED FASTENERS. FINISH TO BE SIGNATURE® 200 CHARCOAL GRAY. 5/8" GYPSUM BOARD, PAINTED. SEE FINISH SCHEDULE FOR ADDITIONAL INTERIOR FINISH INFORMATION 2X6 WOOD STUD WALL FRAMING W/ 5-1/2" DENSE PACK CELLULOSE IN EXTERIOR WALL CAVITY (R-22) E1 FIBER CEMENT LAP SIDING WALL E2 CORRUGATED METAL PANEL WALL GENERAL NOTES: G1. SEE GENERAL CONDITIONS WHICH ARE A PART OF THESE NOTES AND SPECIFICATIONS. G2. SEE ALL OTHER NOTES AND WRITTEN SPECIFICATIONS FOR RELATED INFORMATION. G3. NOTIFY MASS DIG SAFE AND UMASS PRIOR TO BEGINNING ANY WORK ON SITE. PRE-MARK ALL AREAS WHERE EXCAVATION AND SITE DISTURBANCES WILL OCCUR. G4. CONFIRM ALL EXISTING CONDITIONS AND MEASUREMENTS IN FIELD PRIOR TO BEGINNING WORK, ORDERING ANY MATERIAL, AND/OR INSTALLING ANY WORK. G5. COORDINATE BETWEEN ARCHITECTURAL, STRUCTURAL, AND MEP DRAWINGS, NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND. G6. NOTIFY ARCHITECT IMMEDIATELY IF EXISTING CONDITIONS ARE FOUND TO BE NOT AS INDICATED ON DRAWINGS. G7. COORDINATE BETWEEN DRAWINGS AND SPECIFICATIONS, NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND. G8. CONFIRM ALL ON-SITE STAGING, STORAGE AREAS, PARKING, DUMPSTER LOCATION AREA, ETC. WITH OWNER PRIOR TO BEGINNING WORK. G9. FOLLOW MANUFACTURERS GUIDELINES AND REQUIREMENTS FOR STORAGE AND INSTALLATION OF ALL ITEMS AND PRODUCTS TO BE USED ON THE PROJECT. G10. PROVIDE SECURITY ON SITE AND AROUND THE WORK AREA AS NEEDED TO PROTECT ALL ADJACENT AREAS AND THE PUBLIC. G11. PROTECT ALL TREES AND VEGETATION TO REMAIN ON SITE, SEE DRAWINGS AND NOTES FOR MORE SPECIFIC INFORMATION. G12.MAINTAIN A CLEAN JOB SITE. PROVIDE APPORPRIATE WASTE RECETACLES/DUMPSTERS/RECYCLING BINS ON SITE AT ALL TIMES AND COLLECT ALL CONSTRUCTION WASTE AND RECYCLABLES ON A DAILY BASIS AND DISPOSE OF IN APPORPRIATE WASTE RECETACLES/DUMPSTERS. SEE ALSO GENERAL CONDITIONS. FINISH FLOOR -SEE FINISH SCHEDULE GENIEMAT® RST02 ACOUSTIC ISOLATION SOUND MATT INSTALLED PER MANUFACTURER'S INSTRUCTION MIN. 3/4" STRUCTURAL PLYWOOD FLOOR SHEATHING PER STRUCTURAL DRAWINGS TJI FLOOR JOISTS PER STRUCTURAL DRAWINGS. DEPTH VARIES. MAX. 3 1/2" .5 PCF FIBERGLASS INSULATION GENIECLIP® RST SOUND ISOLATION CLIP INSTALLED PER MANUFACTURER'S SPECIFICATIONS 7/8", DRYWALL FURRING CHANNELS PER SOUND ISOLATION CLIP MANUFACTURER'S SPECIFICATIONS (2) LAYERs 1/2" THICK GYPSUM WAL BOARD NOTE: UL M506 MEETS 1 HOUR FIRE RESISTANCE RATING - 1/2 HOUR REQUIRED SOUND TEST NO. F5500.03-113-11-RO AND F5500.03-TACHIBAN REFER TO UL ASSEMBLY NOTES FOR DETAILS. SEE PRELIMINARY ENERGY ANALYSIS FOR AIR- SEALING AND COMPARMENTALIZATION DETAILS. 1/2" PLYWOOD F2S F4 PLYWOOD STRUCTURAL SHEATING AT TYPE F3 WALLS PER STRUCTURAL DRAWINGS 3.5" MINERAL OR GLASS FIBER INSULATION IN STUD SPACE 2x6 STUDS UNIT SIDESTAIR SIDE SEE FLOOR ASSEMBLIES FOR TYPICAL CORRIDOR FLOOR/CEILING ASSEMBLY SCHEDULED BASE - SEE FINISH SCHEDULE SEE FLOOR ASSEMBLIES FOR TYPICAL UNIT FLOOR/CEILING ASSEMBLY - SEE STRUCTURAL DRAWINGS FOR STRUCTURAL DETAILS WALL FINISH TIGHT TO UNDERSIDE OF DECK. AT TYPE 3C WALL NOTCH AROUND LVL BLOCKING AND FIRE-CAULK GAP. SEE STRUCTURAL DRAWINGS FOR RIM BOARD AND BLOCKING DETAILS STAIR SIDE UNIT SIDE F2 (1) LAYERS 5/8" QUIET ROCK® 530 TYPE X GYPSUM PANEL APPLIED VERTICALLY (1) LAYERS 5/8" QUIET ROCK® 530 TYPE X GYPSUM PANEL APPLIED VERTICALLY STAIR LANDING FRAMING AND LEDGER PER STRUCTURAL DRAWINGS F1S PLYWOOD STRUCTURAL SHEATING PER STRUCTURAL DRAWINGS 3.5" MINERAL OR GLASS FIBER INSULATION IN STUD SPACE 2x6 STUDS SEE FLOOR ASSEMBLIES FOR TYPICAL CORRIDOR FLOOR/CEILING ASSEMBLY SCHEDULED BASE - SEE FINISH SCHEDULE UNIT SIDE UNIT SIDE (1) LAYERS 5/8" QUIET ROCK® 530 TYPE X GYPSUM PANEL APPLIED VERTICALLY (1) LAYERS 5/8" QUIET ROCK® 530 TYPE X GYPSUM PANEL APPLIED VERTICALLY (2) 2X TOP PLATE SEE STRUCTURAL DRAWINGS FOR BLOCKING AND RIM BOARD DETAILS QUIET ROCK® PROPRIETARY ASSEMBLY PGD 02-10-100 STC 54 (NRCC TLA-04-036) REFER TO UL ASSEMBLY NOTES FOR DETAILS. SEE PRELIMINARY ENERGY ANALYSIS FOR AIR-SEALING AND COMPARTMENTALIZATION DETAILS. QUIET ROCK® PROPRIETARY ASSEMBLY PGD 02-10-100 STC 54 (NRCC TLA-04-036) REFER TO UL ASSEMBLY NOTES FOR DETAILS. SEE PRELIMINARY ENERGY ANALYSIS FOR AIR-SEALING AND COMPARTMENTALIZATION DETAILS. WALL FINISH TIGHT TO UNDERSIDE OF DECK. WRAP LEDGER, NOTCH AROUND FLOOR FRAMING AND FIRE-CAULK ALL GAPS. SEE STRUCTURAL DRAWINGS LEDGER AND HANGER DETAILS 3.5" MINERAL OR GLASS FIBER INSULATION IN STUD SPACE 2x6 STUDS SCHEDULED BASE - SEE FINISH SCHEDULE (1) LAYERS 5/8" QUIET ROCK® 530 TYPE X GYPSUM PANEL APPLIED VERTICALLY (1) LAYERS 5/8" QUIET ROCK® 530 TYPE X GYPSUM PANEL APPLIED VERTICALLY STAIR LANDING FRAMING AND LEDGER PER STRUCTURAL DRAWINGS F5 3.5" MINERAL OR GLASS FIBER INSULATION IN STUD SPACE 2x6 STUDS STAIR SIDEUNIT SIDE (1) LAYERS 5/8" QUIET ROCK® 530 TYPE X GYPSUM PANEL APPLIED VERTICALLY QUIET ROCK® PROPRIETARY ASSEMBLY PGD 02-10-100 STC 54 (NRCC TLA-04-036) REFER TO UL ASSEMBLY NOTES FOR DETAILS. SEE PRELIMINARY ENERGY ANALYSIS FOR AIR-SEALING AND COMPARTMENTALIZATION DETAILS. (1) LAYERS 5/8" QUIET ROCK® 530 TYPE X GYPSUM PANEL APPLIED VERTICALLY (2) 2X TOP PLATE 1 HOUR RATED ROOF/CEILING ASSEMBLY 1/2 HOUR RATED ROOF/CEILING ASSEMBLY AT UNIT SIDE QUIET ROCK® PROPRIETARY ASSEMBLY PGD 02-10-100 STC 54 (NRCC TLA-04-036) REFER TO UL ASSEMBLY NOTES FOR DETAILS. SEE PRELIMINARY ENERGY ANALYSIS FOR AIR-SEALING AND COMPARTMENTALIZATION DETAILS. NOTE: UL U309 MEETS 1 HOUR FIRE RESISTANCE RATING -1/2 HOUR REQUIRED FOR TENANT SEPARATION. ROOF SHEATHING WOOD ROOF TRUSSES -DESIGN BY TRUSS MANUF. LOOSE FILL CELLULOSE INSULATION MIN. R-60 SEE PRELIMINARY RESIDENTIAL ENERGY ANALYSIS FOR DETAILED INSULATION AND AIR- SEALING INFORMATION RESILIENT CHANNELS @ 12" O.C. (1) LAYER 5/8" THICK FIRE SHIELD TYPE C GYPSUM BOARD 1/2" HIGH-DENSITY, GLASS-MAT GYPSUM CORE COVER BOARD TAPERED RIGID INSULATION 1/2" START , SLOPE 1/4" / 12" STRUCTURAL SHEATHING PER STRUCTURAL DRAWINGS LVL JOISTS PER STRUCTURAL DRAWINGS GENIECLIP® RST SOUND ISOLATION CLIP INSTALLED PER MANUFACTURER'S SPECIFICATIONS 7/8", DRYWALL FURRING CHANNELS PER SOUND ISOLATION CLIP MANUFACTURER'S SPECIFICATIONS (1) LAYER 1/2" THICK FIRE SHIELD TYPE C GYPSUM BOARD 4" CLOSED-CELL SPRAY FOAM INSULATION APPLIED IN LIFTS PER MANUF. SPECIFICATIONS FILL BALANCE OF JOIST CAVITY WITH DENSE-PACK CELLULOSE INSULATION. SEE PRELIMINARY ENERGY ANALYSIS FOR DETAILED INSULATION AND AIR- SEALING INFORMATION VAPOR BARRIER MEMBRANE ROOFING (1) LAYER 1/2" THICK GYPSUM BOARD (2ND LAYER) GLASS FIBER BATT INSULATION, MIN. .6 kg/m³ 2x6 FRAMING @ 16" O.C. EXTERIORINTERIOR (1) LAYERS 5/8" TYPE X GYPSUM PANEL ORIENTED VERTICALLY ATTACHED WITH 1 1/2" TYPE S SCREWS @8" O.C. AT EDGES AND FIELD WALL SHEATING PER STRUCTURAL DRAWINGS 5/8 TYPE X GYPSUM SHEATHING FASTENED WITH 1 3/4" ROOFING NAILS @ 7" OC. HARDIEPLANK® LAP SIDING WEATHER RESISTANT BARRIER JAMES HARDIE® PROPRIETARY ASSEMBLY. REFER TO ASSEMBLY NOTES FOR DETAILS. SEE PRELIMINARY ENERGY ANALYSIS FOR AIR-SEALING AND COMPARTMENTALIZATION DETAILS. F6 1 E D C B A 2 3 4 5 6 E D C B A 1 2 3 4 5 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: PERMIT SET 11/18/2022 11/18/2022 2:59:26 PMAs indicated 07/08/2022 JR, BH ASSEMBLIES A1.0 107 Williams Street 21067 NORTHAMPTON, MA 3/4" = 1'-0" EXTERIOR WALL TYPES 1 1/2" = 1'-0" TYPICAL RATED FLOOR ASSEMBLYC51 1/2" = 1'-0" 1 HOUR RATED ROOF/CEILING ASSEMBLYC3 FIRE RESISTANCE RATED ASSEMBLIES INTERIOR WALL ASSEMBLIES FLOOR/CEILING ASSEMBLIES NON-FIRE RESISTANCE RATED ASSEMBLIES 1 1/2" = 1'-0" TYPICAL ROOF DECK ROOF/CEILING ASSEMBLYE1 INTERIOR PARTITIONS EXTERIOR WALL ASSEMBLIES FIRE PARTITION TYPE F1S Type Mark Description Fire Rating UL Assembly STC Rating Finished Thickness F1S TYPICAL UNIT DEMISING/SHEAR WALL 1/2 Hour U309 54 7 1/4" FIRE BARRIER TYPES F2, F2S Type Mark Description Fire Rating UL Assembly STC Rating Finished Thickness F2 EGRESS STAIR ENCLOSURE FIRE BARRIER 1 Hour U309 54 6 3/4" F2S EGRESS STAIR ENCLOSURE FIRE BARRIER/SHEAR WALL 1 Hour U309 54 7 1/4" FIRE BARRIER TYPE F4 Type Mark Description Fire Rating UL Assembly STC Rating Finished Thickness F4 EGRESS STAIR ENCLOSURE FIRE BARRIER/BEARING WALL 1 Hour U309 54 6 3/4" FIRE BARRIER TYPE F5 Type Mark Description Fire Rating UL Assembly STC Rating Finished Thickness F5 EGRESS STAIR ENCLUSURE AT THIRD FLOOR 1 Hour U309 54 6 3/4" UNIT INTERIOR PARTITIONS Type Mark Description Sound Batts Finished Thickness 2x4 stud. 5/8" Type X G.W.B. one side only No 4 5/8" 1A 2x4 stud. 5/8" Type X G.W.B. both sides. No 4 3/4" 1B 2x4 stud. 5/8" Type X G.W.B. one side only No 4 1/8" 1C 2x6 stud. 5/8" Type X G.W.B. both sides No 6 3/4" 2A 2x4 stud. 5/8" Type X G.W.B. both sides. 4 3/4" 2B 2x4 stud. 5/8" Type X G.W.B. one side only 4 1/8" 2C 2x6 stud. 5/8" Type X G.W.B. both sides 6 3/4" TYPICAL UNIT DEMISING FLOOR/CEILING ASSEMBLY Description Fire Rating UL Assembly STC Rating IIC Rating Unit Demising Floor Assembly 1/2 Hour M506 61 60 1 HOUR ROOF/CEILING ASSEMBLY Description Fire Rating UL Assembly 1 Hour Fire Resistance Rated Roof/Ceiling Assembly 1 Hour P533 EXTERIOR WALL ASSEMBLIESROOF/CEILING ASSEMBLIES FIRE BARRIER TYPE F6 Type Mark Description Fire Rating UL Assembly Equivalent U-Factor F6 Non-Symmetrical, 1 Hour Load-Bearing Wall Assembply (Rating applies to both sides) 1 Hour JH/FCS 60-02 .041 REFER TO UL ASSEMBLY NOTES FOR DETAILS. SEE PRELIMINARY ENERGY ANALYSIS FOR AIR-SEALING AND COMPARMENTALIZATION DETAILS. UP UP A2.1 A2.1 A2.2 1 2 2 A A D D E E 2 1 C1 A3.1 E1 A3.1 E5 A3.1 E3 A3.1 B C UE1 A1 A1 A1 UE1 E2b E3 E1a E1a E1a 30' - 5"31' - 5 1/2"6' - 0"37' - 5 1/2" 7' - 8"7' - 6"7' - 6" UE1 6' - 10"6' - 10"6' - 10"5' - 0"5' - 0"8' - 0"6' - 2"3' - 9 1/4"3' - 9 1/2"13' - 6"11' - 0 1/4" 5' - 6 5/8" 10' - 6" 11' - 8" 13' - 9" 11' - 5" 9' - 1" 14' - 7" 7' - 3 1/2" 9' - 5" 6' - 4 1/2"8' - 3"9' - 10"6' - 2"25' - 0"A2.2 1 B A A A A E2 CA A C A C A A A A A A A A 11' - 6"GROUND MOUNTED MINI SPLIT COMPRESSOR, TYP. 8' - 0" TYP. 8'-0" X 8'-0" PAVED TERRACE WITH WOOD PRIVACY SCREEN TYP. 6' - 0" 6' - 7 1/2" 6' - 7 1/2" 3' - 2"3' - 2"3' - 2" 3' - 2" METER BANK LOCATION. SEE ELECTRICAL DESIGN/BUILD DRAWINGS FOR DETAILS. A4.2 1 3' - 2"A2A2 A1 E2 COORDINATE PATIOS W/ SITE DRAWINGS. 2 A5.1 14' - 4 1/2"7' - 3"A4.0 B1 10' - 5"10' - 1 1/2"11' - 2 1/2"7' - 0"3' - 3"2' - 11 1/2"12' - 7" LIVING/DINING 104A KITCHEN 103A DEN 105A BATH 107A HALL 106A W/D 108A HWH 109A BEDROOM 110A ENTRY 101A LIVING/DINING 104B DEN 105B W/D 108B HALL 106B KITCHEN 103B ENTRY 101B BEDROOM 110B BATH 107B HWH 108B LIVING/DINING 104CKITCHEN 103C ENTRY 101CSOUTH ENTRY STAIR 100B NORTH ENTRY STAIR 100A BEDROOM 110C W/D 108C HWH 109C HALL 106C BATH 107C DEN 105C SPRINKLER ROOM 100C CLOSET 111A CLOSET 111B CLOSET 112B CLOSET 111C CLOSET 112C 10' - 3 1/2" A1.1 2 A1.1 3 A1.1 4 CLOSET 112A B1 LINEN 113C A2 LINEN 113B A2 LINEN 113A F2S F1S F2 F4 F1S F2S F4 F2 A1 A1 A2 A2 5' - 5"B114' - 4 1/2"EQ EQ B1 6'0"w x 8'-0"h OPENING 1C 2C 13' - 5"8' - 1 1/2"9' - 5 1/2" EQ EQ 6'0"w x 8'-0"h OPENING EQ EQ 7'0"w x 8'-0"h OPENING 2A14' - 4 1/2"DROPPED BEAM ABOVE WRAPPED IN 5/8" TYPE X G.W.B. F6 F6 F1S4.41°2' - 8"3' - 0" 6' - 0" A4.0 B1 Sim A4.0 B1 Sim 1' - 3"1A 1A 1' - 6"1' - 7"GENERAL NOTES: G1. SEE GENERAL CONDITIONS WHICH ARE A PART OF THESE NOTES AND SPECIFICATIONS. G2. SEE ALL OTHER NOTES AND WRITTEN SPECIFICATIONS FOR RELATED INFORMATION. G3. NOTIFY MASS DIG SAFE AND UMASS PRIOR TO BEGINNING ANY WORK ON SITE. PRE-MARK ALL AREAS WHERE EXCAVATION AND SITE DISTURBANCES WILL OCCUR. G4. CONFIRM ALL EXISTING CONDITIONS AND MEASUREMENTS IN FIELD PRIOR TO BEGINNING WORK, ORDERING ANY MATERIAL, AND/OR INSTALLING ANY WORK. G5. COORDINATE BETWEEN ARCHITECTURAL, STRUCTURAL, AND MEP DRAWINGS, NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND. G6. NOTIFY ARCHITECT IMMEDIATELY IF EXISTING CONDITIONS ARE FOUND TO BE NOT AS INDICATED ON DRAWINGS. G7. COORDINATE BETWEEN DRAWINGS AND SPECIFICATIONS, NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND. G8. CONFIRM ALL ON-SITE STAGING, STORAGE AREAS, PARKING, DUMPSTER LOCATION AREA, ETC. WITH OWNER PRIOR TO BEGINNING WORK. G9. FOLLOW MANUFACTURERS GUIDELINES AND REQUIREMENTS FOR STORAGE AND INSTALLATION OF ALL ITEMS AND PRODUCTS TO BE USED ON THE PROJECT. G10. PROVIDE SECURITY ON SITE AND AROUND THE WORK AREA AS NEEDED TO PROTECT ALL ADJACENT AREAS AND THE PUBLIC. G11. PROTECT ALL TREES AND VEGETATION TO REMAIN ON SITE, SEE DRAWINGS AND NOTES FOR MORE SPECIFIC INFORMATION. G12.MAINTAIN A CLEAN JOB SITE. PROVIDE APPORPRIATE WASTE RECETACLES/DUMPSTERS/RECYCLING BINS ON SITE AT ALL TIMES AND COLLECT ALL CONSTRUCTION WASTE AND RECYCLABLES ON A DAILY BASIS AND DISPOSE OF IN APPORPRIATE WASTE RECETACLES/DUMPSTERS. SEE ALSO GENERAL CONDITIONS. 2 2 BATH 107A W/D 108A HWH 109A CLOSET 111A HALL 106A A1A2 B1A1 CLOSET 112A BEDROOM 110A 1' - 5"3' - 4"1' - 10"5' - 2 1/2"2' - 10 3/4" 2A 2A 2C 2A 2C 2C 2A 2A B11C 3' - 11 1/2"3' - 0"7' - 0"3' - 3"2' - 11 1/2"2' - 4 1/2"32" x 48" SHOWER SHOWN G.C. TO COORDINATE ACTUAL ROUGH-IN SIZE WITH PLUMBING CONTRACTOR1' - 10"G.W.B. SOFFIT @ 8'-0" A.F.F.2' - 0"A2 A4.0 4 A4.05 3 2 2' - 1" 2 2 2C 1A 1A 2A B12A 1B 1B 1C A2 A1 A1 W/D 108B HALL 106B LIVING/DINING 104B DEN 105B CLOSET 112B CLOSET 111B BATH 107B HWH 108B KITCHEN 103B 1' - 7"1' - 7"2C 2B 2C 2' - 1"3' - 11"3' - 11 1/2"B1B1 2B 2A 7' - 2 3/4"1' - 9 1/2" 2' - 5 1/2"5' - 0"2' - 10"3' - 5 1/2"2' - 6"3' - 11 1/2"32" x 48" SHOWER SHOWN G.C. TO COORDINATE ACTUAL ROUGH-IN SIZE WITH PLUMBING CONTRACTOR G.W.B. SOFFIT @ 8'-0" A.F.F. LINEN 113B A4.0 8 7 6 9 1B 2 2 A2 A2 B1 A1 2B2B2A 2C 2C 1A 2A 1A 1C 1A 1A 1A B1 1' - 6 31/32"A1 CLOSET 112C BEDROOM 110C HALL 106C W/D 108C HWH 109C LINEN 113C BATH 107C CLOSET 111C DEN 105C LIVING/DINING 104C 3' - 3 3/4"3' - 3 1/2"1' - 9 1/2"3' - 5 1/2"3' - 9 1/2"2A 1C 32" x 48" SHOWER SHOWN G.C. TO COORDINATE ACTUAL ROUGH-IN SIZE WITH PLUMBING CONTRACTOR 2A 1' - 1 1/4"2' - 6 1/4"4' - 2 5/8" A4.013 10 11 12 2' - 1"2' - 9"1/2 HOUR FIRE PARTITION 1 HOUR FIRE BARRIER FIRE RESITANCE RATED WALL KEY 1 E D C B A 2 3 4 5 6 E D C B A 1 2 3 4 5 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: PERMIT SET 11/18/2022 11/18/2022 2:59:30 PMAs indicated 07/08/2022 JR, BH FIRST FLOOR PLAN A1.1 107 Williams Street 21067 NORTHAMPTON, MA 1/4" = 1'-0" FIRST FLOORC1 1/2" = 1'-0" ENLARGED BATHROOM PLAN UNIT TYPE A2 1/2" = 1'-0" ENLARGED BATHROOM PLAN UNIT TYPE B3 1/2" = 1'-0" ENLARGED BATHROOM PLAN UNIT TYPE C4 DN UP DNUP A2.1 A2.1 A2.2 1 2 2 A A D D E E 2 2 1 1 C1 A3.1 E1 A3.1 E5 A3.1 E3 A3.1 B B C C E1 E1 E1 A2.2 1 SLOPE 3" / 12" A A D A A A D A A A B A A A CA A A B A A5.1 4 A4.2 2 CONTINUOUS SHEAR WALL. SEE STRUCTURAL DRAWINGS FOR DETAILS. CONTINUOUS SHEAR WALL. SEE STRUCTURAL DRAWINGS FOR DETAILS. 2 A5.1 BUILT -IN CLOSET MEMBRANE ROOF ON TAPPERED INSULATION, PITCH SIDES MEMBRANE ROOF ON TAPPERED INSULATION, PITCH TO SIDES LIVING/DINING 204A BEDROOM 205A BATH 207A KITCHEN 203A ENTRY 201A BEDROOM 210A CLOSET 212A HALL 206A W/D 208A HWH 209A BEDROOM 205B CLOSET 211B BATH 207B HALL 206B HWH 209B SOUTH ENTRY STAIR 100BNORTH ENTRY STAIR 100A LIVING/DINING 204B ENTRY 201B KITCHEN 203B W/D 208B BEDROOM 210B CLOSET 212B BEDROOM 205C CLOSET 211C W/D 208C HWH 209C BATH 207C CLOSET 212C BEDROOM 210C KITCHEN 203C ENTRY 201C HALL 206C LIVING/DINING 204C CLOSET 211A BUILT IN CLOSET BUILT IN CLOSET BUILT IN CLOSET F2S F1S F4 F2 F1S F4 F2S F2 UE1 UE1 UE1 A1 A1 A2 A2 A1 A1 A1 A2A2 2C 2A 2C 2C 2C B1 2C 2C 1A A2 2A 2C 2C A1 A1 A1 A2 F6 F6 LINEN 213C LINEN 213A LINEN 213B C 9' - 3 1/2"9' - 9 3/4"8' - 3 1/4"TYP. A5.1 4 Sim A5.1 4 Sim TYP. A4.0 B1 Sim A4.0 B1 Sim A4.0 B1 Sim 30' - 5" GENERAL NOTES: G1. SEE GENERAL CONDITIONS WHICH ARE A PART OF THESE NOTES AND SPECIFICATIONS. G2. SEE ALL OTHER NOTES AND WRITTEN SPECIFICATIONS FOR RELATED INFORMATION. G3. NOTIFY MASS DIG SAFE AND UMASS PRIOR TO BEGINNING ANY WORK ON SITE. PRE-MARK ALL AREAS WHERE EXCAVATION AND SITE DISTURBANCES WILL OCCUR. G4. CONFIRM ALL EXISTING CONDITIONS AND MEASUREMENTS IN FIELD PRIOR TO BEGINNING WORK, ORDERING ANY MATERIAL, AND/OR INSTALLING ANY WORK. G5. COORDINATE BETWEEN ARCHITECTURAL, STRUCTURAL, AND MEP DRAWINGS, NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND. G6. NOTIFY ARCHITECT IMMEDIATELY IF EXISTING CONDITIONS ARE FOUND TO BE NOT AS INDICATED ON DRAWINGS. G7. COORDINATE BETWEEN DRAWINGS AND SPECIFICATIONS, NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND. G8. CONFIRM ALL ON-SITE STAGING, STORAGE AREAS, PARKING, DUMPSTER LOCATION AREA, ETC. WITH OWNER PRIOR TO BEGINNING WORK. G9. FOLLOW MANUFACTURERS GUIDELINES AND REQUIREMENTS FOR STORAGE AND INSTALLATION OF ALL ITEMS AND PRODUCTS TO BE USED ON THE PROJECT. G10. PROVIDE SECURITY ON SITE AND AROUND THE WORK AREA AS NEEDED TO PROTECT ALL ADJACENT AREAS AND THE PUBLIC. G11. PROTECT ALL TREES AND VEGETATION TO REMAIN ON SITE, SEE DRAWINGS AND NOTES FOR MORE SPECIFIC INFORMATION. G12.MAINTAIN A CLEAN JOB SITE. PROVIDE APPORPRIATE WASTE RECETACLES/DUMPSTERS/RECYCLING BINS ON SITE AT ALL TIMES AND COLLECT ALL CONSTRUCTION WASTE AND RECYCLABLES ON A DAILY BASIS AND DISPOSE OF IN APPORPRIATE WASTE RECETACLES/DUMPSTERS. SEE ALSO GENERAL CONDITIONS. 1/2 HOUR FIRE PARTITION 1 HOUR FIRE BARRIER FIRE RESITANCE RATED WALL KEY TYP. ROUGH HEAD HGT.8' - 0"A B C D WINDOW TYPE LEGEND 2' - 5 1/2"2' - 5 1/2" 4' - 11 1/2"5' - 5 1/2"2' - 5 1/2"5' - 5 1/2"2' - 5 1/2"2' - 11 1/2"ROUGH HEAD HGT.7' - 0"3' - 11 1/2"3' - 11 1/2"ROUGH HEAD HGT.7' - 0"5/8" G.W.B. RETURN AT TYPE C SHOWER WINDOWS PROVIDE TILE HEAD/JAMB RETURNS MARVIN® ESSENTIAL WINDOW MEMBRANE FLASHING 5/4x4 WINDOW TRIM LAP WEATHER-RESISTANT BARRIER OVER WINDOW FLANGE HARDIE PANEL® LAP SIDING MARVIN® ESSENTIALS 5/8" DRYWALL RECEIVER CLIP PREFINISHED METAL FLASHING SELF-ADHEREDFLASHING CAULK? 5/8" G.W.B. JAMB RETURN AT TYPE C SHOWER WINDOWS PROVIDE TILE HEAD/JAMB RETURNS MARVIN® DRYWALL RECEIVER CLIP JACK/KING STUDS PER STRUCTURAL DRAWINGS MARVIN® ESSENTIAL WINDOW CAULK? MEMBRANE FLASHING SELF-ADHERED FLASHING 5/4x4 WINDOW TRIM WEATHER-RESISTANT BARRIER HARDIE PANEL® LAP SIDING 5/8" G.W.B. INTERIOR FINISH 3/4" PAINTED WOOD SILL AT TYPE C SHOWER WINDOWS PROVIDE CARRARA SILL 2x SILL PLATES MARVIN® ESSENTIAL WINDOW MEMBRANE FLASHING 5/4x4 WINDOW TRIM WEATHER-RESISTANT BARRIER HARDIE PANEL® LAP SIDING 5/8" G.W.B. RETURN. AT TYPE C SHOWER WINDOWS, PROVIDE TILE HEAD/JAMB RETURNS MARVIN® ESSENTIAL WINDOW MEMBRANE FLASHING LAP WEATHER-RESISTANT BARRIER OVER WINDOW FLANGE MARVIN® ESSENTIALS 5/8" DRYWALL RECEIVER CLIP SELF-ADHERED FLASHING CAULK? PREFINISHED METAL JAMB TRIM. FINISH TO MATCH CORRUGATED METAL SIDING. INSTALL PER MANUFACTURER'S SPECIFICATION EXPOSED FASTENER CORRUGATED METAL WALL-PANEL SIDING. ATTACHMENT PER SIDING MANUFACTURER'S SPECIFICATIONS 5/8" G.W.B. JAMB RETURN AT TYPE C SHOWER WINDOWS PROVIDE TILE HEAD/JAMB RETURNS MARVIN® DRYWALL RECEIVER CLIP JACK/KING STUDS PER STRUCTURAL DRAWINGS MARVIN® ESSENTIAL WINDOW CAULK? MEMBRANE FLASHING SELF-ADHERED FLASHING-SEAL WINDOW FLANGE TO W.R.B. PREFINISHED METAL JAMB TRIM. FINISH TO MATCH CORRUGATED METAL SIDING. INSTALL PER MANUFACTURER'S SPECIFICATION WEATHER-RESISTANT BARRIER EXPOSED FASTENER CORRUGATED METAL WALL-PANEL SIDING. ATTACHMENT PER SIDING MANUFACTURER'S SPECIFICATIONS 5/8" G.W.B. JAMB FINISH 5/8" G.W.B. INTERIOR FINISH 3/4" PAINTED WOOD SILL AT TYPE C SHOWER WINDOWS PROVIDE CARRARA SILL 2x SILL PLATES MARVIN® ESSENTIAL WINDOW MEMBRANE SILL FLASHING WEATHER-RESISTANT BARRIER PREFINISHED METAL SILL TRIM. FINISH TO MATCH CORRUGATED METAL SIDING. INSTALL PER MANUFACTURER'S SPECIFICATION EXPOSED FASTENER CORRUGATED METAL WALL-PANEL SIDING. ATTACHMENT PER SIDING MANUFACTURER'S SPECIFICATIONS 1 E D C B A 2 3 4 5 6 E D C B A 1 2 3 4 5 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: PERMIT SET 11/18/2022 11/18/2022 2:59:33 PMAs indicated 07/08/2022 JR, BH SECOND FLOOR PLAN A1.2 107 Williams Street 21067 NORTHAMPTON, MA 1/4" = 1'-0" SECOND FLOORC1 DOOR TYPE SCHEDULE TYPE DOOR FRAME MISC COMMENTSWIDTH HEIGHT THICKNESS MATERIAL RATING HARDWARE A1 3' - 0" 6' - 8" 1 3/8" WD INTERIOR, PAINTED, 2-PANEL, SOLID CORE A2 2' - 0" 6' - 8" 1 3/8" <varies><varies> B1 0" 0" 0" WD INTERIOR SLIDING BARN DOOR E1 4' - 11" 7' - 11 1/2" 1 3/4" FIBERGLASS EXTERIOR SLIDING PATIO DOOR E1a 4' - 11" 7' - 11 1/2" 1 3/4" FIBERGLASS MAX. 3/4" HIGH LOW PROFILE SILL EXTERIOR SLIDING PATIO DOOR @ ACCESSIBLE UNITS E2 3' - 0 1/4" 7' - 2" 1 3/4" FIBERGLASS ADA COMPLIANT SILL. CLOSER. ELECTRIC DOOR STRIKE TIED TO EACH APARTMENT OUTSWING, SINGLE-LITE FRENCH DOOR E2a 3' - 0 1/4" 7' - 2" 1 3/4" FIBERGLASS CLOSER. KEYED ACCESS FROM STAIR SIDE. OUTSWING, SINGLE-LITE FRENCH DOOR E2b 3' - 0 1/4" 7' - 2" 1 3/4" FIBERGLASS ADA COMPLIANT SILL INSWING FRENCH DOOR E3 3' - 0" 7' - 0" 1 3/4" HM PAINTED, INSULATED EXTERIOR OPAQUE DOOR UE1 3' - 0" 7' - 0" 1 3/4" HM 60 MIN. PEEP HOLE @ 60". CLOSER. BALL BEARING HINGES. GASKETED BIRCH VENEER UNIT ENTRY DOOR WINDOW NOTES: 1. WINDOW SIZES AND DETAIL ARE BASED ON MARVIN® ESSENTIAL CASEMENT/AWNING w/ EBONY EXTERIOR FINISH AND STONE WHITE INTERIOR FINISH . WINDOWS TO INCLUDE MARVIN® 5/8" DRYWALL RECEIVER CLIPS AT HEAD AND JAMB AND 3/4" RECEIVER CLIPS AT SILL -SEE HEAD/JAMB/SILL DETAILS THIS SHEET. 2. ALL WINDOWS TO HAVE A MAX U-VALUE OF 0.19 AND SHGC OF .20. DOOR NOTES: 1. EXTERIOR DOOR SIZES ARE APPROXIMATE. CONFIRM ALL EXTERIOR DOOR SIZES WITH MANUFACTURER 2. ALL EXTERIOR DOORS TO HAVE A MAX U-VALUE OF 0.29 AND SHGC OF .22 3. OWNER TO SELECT DOOR STYLE AND MATERIAL, AND COORDINATE WITH GENERAL CONTRACTOR, TYP. 4. CONTRACTOR TO COORDINATE W/ OWNER ON ALL HARDWARE AND CLOSER FINISHES AND SYSTEMS INCLUDING BUT NOT LIMITED TO A. AUTO CLOSERS B. AUTO LOCKS C. ELECTRIC STRIKES D. INTERCOM SYSTEMS E. SECURITY CAMERAS REFER TO FIRST FLOOR PLAN FOR ALL PARTITION, WINDOW, AND DOOR DIMENSIONS UNLESS NOTED OTHERWISE. 3" = 1'-0" TYPICAL WINDOW HEAD DETAILE1 3" = 1'-0" TYPICAL WINDOW JAMB DETAILE2 3" = 1'-0" TYPICAL WINDOW SILL DETAILE3 3" = 1'-0" TYPICAL WINDOW HEAD DETAIL @ METAL SIDINGD4 3" = 1'-0" TYPICAL WINDOW JAMB DETAIL @ METAL SIDINGC4 3" = 1'-0" TYPICAL WINDOW SILL DETAIL @ METAL SIDINGE4 DN DN A2.1 A2.1 A2.2 1 2 2 A A D D E E 2 2 1 1 C1 A3.1 E1 A3.1 E5 A3.1 E3 A3.1 B B C C E2a E2a 37' - 5 1/2"30' - 5"31' - 5 1/2"6' - 0" A2.2 1 A A A D A B A A A A B A A AA D E E MINI SPLIT COMPRESSORS. WALL MOUNT TO SCREEN FENCE WOOD SLAT GUARD RAIL A4.2 3 C2 A5.2 LIVING/DINING 304A BEDROOM 305A BATH 307A HALL 306A W/D 308A CLOSET 312A BEDROOM 310A HWH 309A KITCHEN 303A ENTRY 301A UNIT 3B OUTDOOR DECK 300B ENTRY 301B KITCHEN 303B LIVING/DINING 304B HWH 309B W/D 308B CLOSET 311B BEDROOM 310B BATH 307B HALL 306B BEDROOM 306B CLOSET 312B NORTH ENTRY STAIR 100A SOUTH ENTRY STAIR 100B CLOSET 311A A1 A1 A2 A1 B1 A1 A2 A1 B1 MECHANICAL AREA 300C BUILT IN CLOSET BUILT IN CLOSET A1.4 C4 F5 F5 F5 F5 UE1 A2 UE1 UNIT 3A OUTDOOR DECK 300A B1 B1 2C 1C 2A 2C 2C 1C2C 2C 2A 1A 2C 2A 2C 2A 2C 1A 1A A2 LINEN 313B LINEN 313A 8' - 3 1/4"9' - 9 3/4"9' - 3 1/2"A4.0 B1 Sim A4.0 B1 Sim 1HR RATED / INSULATED ATTIC ACCESS HATCH ABOVE 1HR RATED / INSULATED ATTIC ACCESS HATCH ABOVE GENERAL NOTES: G1. SEE GENERAL CONDITIONS WHICH ARE A PART OF THESE NOTES AND SPECIFICATIONS. G2. SEE ALL OTHER NOTES AND WRITTEN SPECIFICATIONS FOR RELATED INFORMATION. G3. NOTIFY MASS DIG SAFE AND UMASS PRIOR TO BEGINNING ANY WORK ON SITE. PRE-MARK ALL AREAS WHERE EXCAVATION AND SITE DISTURBANCES WILL OCCUR. G4. CONFIRM ALL EXISTING CONDITIONS AND MEASUREMENTS IN FIELD PRIOR TO BEGINNING WORK, ORDERING ANY MATERIAL, AND/OR INSTALLING ANY WORK. G5. COORDINATE BETWEEN ARCHITECTURAL, STRUCTURAL, AND MEP DRAWINGS, NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND. G6. NOTIFY ARCHITECT IMMEDIATELY IF EXISTING CONDITIONS ARE FOUND TO BE NOT AS INDICATED ON DRAWINGS. G7. COORDINATE BETWEEN DRAWINGS AND SPECIFICATIONS, NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND. G8. CONFIRM ALL ON-SITE STAGING, STORAGE AREAS, PARKING, DUMPSTER LOCATION AREA, ETC. WITH OWNER PRIOR TO BEGINNING WORK. G9. FOLLOW MANUFACTURERS GUIDELINES AND REQUIREMENTS FOR STORAGE AND INSTALLATION OF ALL ITEMS AND PRODUCTS TO BE USED ON THE PROJECT. G10. PROVIDE SECURITY ON SITE AND AROUND THE WORK AREA AS NEEDED TO PROTECT ALL ADJACENT AREAS AND THE PUBLIC. G11. PROTECT ALL TREES AND VEGETATION TO REMAIN ON SITE, SEE DRAWINGS AND NOTES FOR MORE SPECIFIC INFORMATION. G12.MAINTAIN A CLEAN JOB SITE. PROVIDE APPORPRIATE WASTE RECETACLES/DUMPSTERS/RECYCLING BINS ON SITE AT ALL TIMES AND COLLECT ALL CONSTRUCTION WASTE AND RECYCLABLES ON A DAILY BASIS AND DISPOSE OF IN APPORPRIATE WASTE RECETACLES/DUMPSTERS. SEE ALSO GENERAL CONDITIONS. 1/2 HOUR FIRE PARTITION 1 HOUR FIRE BARRIER FIRE RESITANCE RATED WALL KEY 1 E D C B A 2 3 4 5 6 E D C B A 1 2 3 4 5 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: PERMIT SET 11/18/2022 11/18/2022 2:59:35 PM1/4" = 1'-0" 07/08/2022 JRR, BH THIRD FLOOR PLAN A1.3 107 Williams Street 21067 NORTHAMPTON, MA 1/4" = 1'-0" THIRD FLOOR PLANC1 REFER TO FIRST FLOOR PLAN FOR ALL PARTITION, WINDOW , AND DOOR DIMENSIONS UNLESS NOTED OTHERWISE. UPUP A A D D E E 2 2 1 1 B B C C SLOPE 3" / 12"SLOPE 3" / 12" FIBERGLASS REINFORCED, 30 YEAR ASPHALT SHINGLE ROOF, TYP. PRE-FABRICATED WOOD BALCONY FASTENED TO WALL STRUCTURE. FIBER CEMENT PANEL, WOOD FRAMED ENTRY PORTAL W/ MEMBRANE ROOF SEE SECOND FLOOR PLAN FIBERGLASS REINFORCED, 30 YEAR ASPHALT SHINGLE ROOF, WITH ICE AND WATER W/ CONTUINUOUS BITUMINOUS UNDERLAYMENT METAL RAIN DIVERTER FABRICATED GUTTER AND DOWN SPOUT ROOF DECK GUTTER BELOW SLOPE 3" / 12" FIBERGLASS REINFORCED, 30 YEAR ASPHALT SHINGLE ROOF, TYP. 2 A5.1 FABRICATED GUTTER AND DOWN SPOUTICE AND WATER (2) ROWS MIN. 2' - 0"SLOPE SLOPE SLOPE SLOPEROOF DECK GUTTER BELOW GENERAL NOTES: G1. SEE GENERAL CONDITIONS WHICH ARE A PART OF THESE NOTES AND SPECIFICATIONS. G2. SEE ALL OTHER NOTES AND WRITTEN SPECIFICATIONS FOR RELATED INFORMATION. G3. NOTIFY MASS DIG SAFE AND UMASS PRIOR TO BEGINNING ANY WORK ON SITE. PRE-MARK ALL AREAS WHERE EXCAVATION AND SITE DISTURBANCES WILL OCCUR. G4. CONFIRM ALL EXISTING CONDITIONS AND MEASUREMENTS IN FIELD PRIOR TO BEGINNING WORK, ORDERING ANY MATERIAL, AND/OR INSTALLING ANY WORK. G5. COORDINATE BETWEEN ARCHITECTURAL, STRUCTURAL, AND MEP DRAWINGS, NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND. G6. NOTIFY ARCHITECT IMMEDIATELY IF EXISTING CONDITIONS ARE FOUND TO BE NOT AS INDICATED ON DRAWINGS. G7. COORDINATE BETWEEN DRAWINGS AND SPECIFICATIONS, NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND. G8. CONFIRM ALL ON-SITE STAGING, STORAGE AREAS, PARKING, DUMPSTER LOCATION AREA, ETC. WITH OWNER PRIOR TO BEGINNING WORK. G9. FOLLOW MANUFACTURERS GUIDELINES AND REQUIREMENTS FOR STORAGE AND INSTALLATION OF ALL ITEMS AND PRODUCTS TO BE USED ON THE PROJECT. G10. PROVIDE SECURITY ON SITE AND AROUND THE WORK AREA AS NEEDED TO PROTECT ALL ADJACENT AREAS AND THE PUBLIC. G11. PROTECT ALL TREES AND VEGETATION TO REMAIN ON SITE, SEE DRAWINGS AND NOTES FOR MORE SPECIFIC INFORMATION. G12.MAINTAIN A CLEAN JOB SITE. PROVIDE APPORPRIATE WASTE RECETACLES/DUMPSTERS/RECYCLING BINS ON SITE AT ALL TIMES AND COLLECT ALL CONSTRUCTION WASTE AND RECYCLABLES ON A DAILY BASIS AND DISPOSE OF IN APPORPRIATE WASTE RECETACLES/DUMPSTERS. SEE ALSO GENERAL CONDITIONS. 2 2 1 1 C1 A3.1 E3 A3.1 B C1" THICK DECKING OVER TAPERED SLEEPERS OVER MEMBRANE ROOFING OVER TAPERED RIGID INSULATION 1/2" START SLOPE 1/4" / 12"1/2"MEMBRANE ROOFING OVER TAPERED RIGID INSULATION 1/2" START SLOPE 1/4" / 12"A5.2 E3 1" THICK DECKING OVER TAPERED SLEEPERS OVER MEMBRANE ROOFING OVER TAPERED RIGID INSULATION 1/2" START SLOPE 1/4" / 12"DOWNSPOUT FOR ROOF ABOVE.DOWNSPOUT BELOW DOWNSPOUT BELOWMETAL GUTTER WALL-MOUNTED MINI-SPLIT UNITS 6x6 P.T. POSTS 6X6 P.T. POSTS @ EQUIPMENT SCREEN 3" STEP DN.TAPERED INSULATION HIGH POINT BELOW 1 E D C B A 2 3 4 5 6 E D C B A 1 2 3 4 5 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: PERMIT SET 11/18/2022 11/18/2022 2:59:39 PMAs indicated 07/08/2022 JRR, BH ROOF PLAN A1.4 107 Williams Street 21067 NORTHAMPTON, MA 1/4" = 1'-0" ROOF PLAN1 3/8" = 1'-0" DETAIL PLAN AT CENTER ROOFC4 T.O. PLATE 145' -0" SECOND FLOOR SUBFLOOR 125' -6" T.O. FOUNDATION 115' -3 3/4" FIRST FLOOR SLAB 115' -6" THIRD FLOOR SUBFLOOR 136' -0" 6" EXPOSURE FIBER CEMENT CLAPBOARDS W/ WOVEN ALUM. CORNER CLIPS 5/4 X 4 COMPOSITE WINDOW AND DOOR TRIM W/ METAL HEAD FLASHING TYP. PRE-FABRICATED WOOD BALCONY FASTENED TO WALL STRUCTURE. FIBERGLASS REINFORCED, 30 YEAR ASPHALT SHINGLE ROOF, TYP. A A A D D AA E1 E2 A E1 A A A A A A E2 D D A A A A E1 A A A A PREFABRICATED METAL DOOR OVERHANG FASTENED TO WALL STRUCTURE WOOD PRIVACY SCREEN BEYOND VERTICAL CORRUGATED METAL PANELS WITH METAL CAP FLASHING TYP. 7-1/4" COMPOSITE FASCIA W/ 1X3 DRIP TRIM 5-1/2" FRIEZE BOARD TRIM FIBER CEMENT PANEL, WOOD FRAMED ENTRY PORTAL W/ MEMBRANE ROOF TYP. FIBER CEMENT PANEL, WOOD FRAMED ENTRY PORTAL W/ MEMBRANE ROOF FIBERGLASS REINFORCED, 30 YEAR ASPHALT SHINGLES 5-1/2" COMPOSITE FREIZE BOARD 3-1/2" COMPOSITE TRIM FIBER CEMENT PANELS PT WOOD POST W/ COMPOSITE COLUMN WRAP AND BASE 5-1/2" FRIEZE BOARD TRIM BALCONY LIGHT W/ MOUNTING CEMENT BOARD W/ FLASHING AND COUNTER FLASHING, SEAL ALL EDGES. TYP. RECESSED LED LIGHT RECESSED LED LIGHT FABRICATED GUTTER AND DOWN SPOUT 2' - 0"2' - 0"3"FABRICATED GUTTER AND DOWN SPOUT T.O. PLATE 145' -0" SECOND FLOOR SUBFLOOR 125' -6" T.O. FOUNDATION 115' -3 3/4" FIRST FLOOR SLAB 115' -6" THIRD FLOOR SUBFLOOR 136' -0" B A A B A A A A E2b FIBERGLASS REINFORCED, 30 YEAR ASPHALT SHINGLES 5-1/2" COMPOSITE FREIZE BOARD 3-1/2" COMPOSITE TRIM FIBER CEMENT PANELS WOOD PRIVACY SCREEN SEE SITE DRAWINGS FOR DETAILS 6" EXPOSURE FIBER CEMENT CLAPBOARDS W/ ALUM. CORNER CLIPS 5/4 X 4 COMPOSITE WINDOW AND DOOR TRIM W/ METAL HEAD FLASHING TYP. PRE-FABRICATED WOOD BALCONY FASTENED TO WALL STRUCTURE. FIBERGLASS REINFORCED, 30 YEAR ASPHALT SHINGLE ROOF, TYP. 7-1/4" COMPOSITE FASCIA W/ 1X3 DRIP TRIM 5-1/2" FRIEZE BOARD TRIM ALUMINUM DOWNSPOUT PT WOOD POST W/ COMPOSITE COLUMN WRAP AND BASE PRE-FABRICATED METAL SIGN, BACKLIT W/ LED LIGHTS METAL FABRICATED GUTTER AND DOWN SPOUT GENERAL NOTES: G1. SEE GENERAL CONDITIONS WHICH ARE A PART OF THESE NOTES AND SPECIFICATIONS. G2. SEE ALL OTHER NOTES AND WRITTEN SPECIFICATIONS FOR RELATED INFORMATION. G3. NOTIFY MASS DIG SAFE AND UMASS PRIOR TO BEGINNING ANY WORK ON SITE. PRE-MARK ALL AREAS WHERE EXCAVATION AND SITE DISTURBANCES WILL OCCUR. G4. CONFIRM ALL EXISTING CONDITIONS AND MEASUREMENTS IN FIELD PRIOR TO BEGINNING WORK, ORDERING ANY MATERIAL, AND/OR INSTALLING ANY WORK. G5. COORDINATE BETWEEN ARCHITECTURAL, STRUCTURAL, AND MEP DRAWINGS, NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND. G6. NOTIFY ARCHITECT IMMEDIATELY IF EXISTING CONDITIONS ARE FOUND TO BE NOT AS INDICATED ON DRAWINGS. G7. COORDINATE BETWEEN DRAWINGS AND SPECIFICATIONS, NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND. G8. CONFIRM ALL ON-SITE STAGING, STORAGE AREAS, PARKING, DUMPSTER LOCATION AREA, ETC. WITH OWNER PRIOR TO BEGINNING WORK. G9. FOLLOW MANUFACTURERS GUIDELINES AND REQUIREMENTS FOR STORAGE AND INSTALLATION OF ALL ITEMS AND PRODUCTS TO BE USED ON THE PROJECT. G10. PROVIDE SECURITY ON SITE AND AROUND THE WORK AREA AS NEEDED TO PROTECT ALL ADJACENT AREAS AND THE PUBLIC. G11. PROTECT ALL TREES AND VEGETATION TO REMAIN ON SITE, SEE DRAWINGS AND NOTES FOR MORE SPECIFIC INFORMATION. G12.MAINTAIN A CLEAN JOB SITE. PROVIDE APPORPRIATE WASTE RECETACLES/DUMPSTERS/RECYCLING BINS ON SITE AT ALL TIMES AND COLLECT ALL CONSTRUCTION WASTE AND RECYCLABLES ON A DAILY BASIS AND DISPOSE OF IN APPORPRIATE WASTE RECETACLES/DUMPSTERS. SEE ALSO GENERAL CONDITIONS. 1 E D C B A 2 3 4 5 6 E D C B A 1 2 3 4 5 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: PERMIT SET 11/18/2022 11/18/2022 2:59:41 PM1/4" = 1'-0" 07/08/2022 Author BUILDING ELEVATIONS A2.1 107 Williams Street 21067 NORTHAMPTON, MA 1/4" = 1'-0" EAST ELEVATION1 1/4" = 1'-0" SOUTH ELEVATION2 T.O. PLATE 145' -0" SECOND FLOOR SUBFLOOR 125' -6" T.O. FOUNDATION 115' -3 3/4" FIRST FLOOR SLAB 115' -6" THIRD FLOOR SUBFLOOR 136' -0" A B A B A B WOOD PRIVACY FENCE T.O. PLATE 145' -0" SECOND FLOOR SUBFLOOR 125' -6" T.O. FOUNDATION 115' -3 3/4" FIRST FLOOR SLAB 115' -6" THIRD FLOOR SUBFLOOR 136' -0" A A E1a C C C A A A E1a A C C A A A A A C C C A A E1a GROUND MOUNTED MINI SPLIT COMPRESSOR, TYP. 8'-0" X 8'-0" PAVED TERRACE WITH WOOD PRIVACY SCREEN TYP. FABRICATED GUTTER AND DOWNSPOUT AREA OF ELECTRICAL METER BANK, SEE ELECTRICAL DESIGN/BUILD DRAWINGS FOR DETAILS EXTERIOR LIGHT FABRICATED GUTTER 1 E D C B A 2 3 4 5 6 E D C B A 1 2 3 4 5 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: PERMIT SET 11/18/2022 11/18/2022 2:59:44 PM1/4" = 1'-0" 07/08/2022 Author BUILDING ELEVATIONS A2.2 107 Williams Street 21067 NORTHAMPTON, MA 1/4" = 1'-0" NORTH ELEVATION2 1/4" = 1'-0" WEST ELEVATION1 T.O. PLATE 145' -0" SECOND FLOOR SUBFLOOR 125' -6" FIRST FLOOR SLAB 115' -6" A D E THIRD FLOOR SUBFLOOR 136' -0" B C T.O.F. 112' -0"PLATE HGT.8' - 11 3/8"PLATE HGT.8' - 10 1/4"A5.2 C2 A5.1 3 9' - 0"10' - 6"10' - 0"9' - 0"10' - 6"10' - 0"A5.2 E5 A5.3 6 A5.3 7 A5.3 1 A5.3 9 C5 A1.0 C5 A1.0 8' - 0"8' - 0"E1 A1.0 C5 A1.0 C5 A1.0 C5 A1.0 A5.3 8 ROUGH HEAD HGT.TYP.8' - 0"4' - 0"A5.3 6 Sim A5.1 3 3' - 5" TYP.A5.4 B1 A5.4 B2A5.4 E1 CEILING HEIGHT8' - 8 1/2"CEILING HEIGHT8' - 7 3/8"CEILING HEIGHT8' - 10"CEILING HEIGHT8' - 6 1/2"CEILING HEIGHT8' - 8 1/2"FIRST FLOOR SLAB 115' -6" ERV LOWER CEILING WITH ACCESS HATCH ERV LOWER CEILING WITH ACCESS HATCH ERV LOWER CEILING WITH ACCESS HATCH A5.4 E1 A5.4 E5 C2 A5.2 WOOD PRIVACY SCREEN A5.2 C5 A5.4 E3 A5.4 E5 T.O. PLATE 145' -0" SECOND FLOOR SUBFLOOR 125' -6" T.O. FOUNDATION 115' -3 3/4" FIRST FLOOR SLAB 115' -6" THIRD FLOOR SUBFLOOR 136' -0"3' - 6"A5.4 C5 A5.4 E5 1 E D C B A 2 3 4 5 6 E D C B A 1 2 3 4 5 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: PERMIT SET 11/18/2022 11/18/2022 2:59:47 PM1/4" = 1'-0" 07/08/2022 Author BUILDING SECTIONS A3.1 107 Williams Street 21067 NORTHAMPTON, MA 1/4" = 1'-0" BUILDING SECTION AC1 1/4" = 1'-0" BUILDING SECTION BE1 1/4" = 1'-0" BUILDING SECTION CE3 1/4" = 1'-0" BUILDING SECTION DE5 GWB CEILING AT UNDESIDE OF STAIRS. TYPICAL TO ALL STAIRS BASE 1' - 0" BASE 3' - 0"1' - 2"1' - 0"3' - 0"2' - 0" RANGE HOOD W/ LIGHT 1' - 6"2' - 10 1/2"2' - 6"1' - 0"1' - 0" 3' - 6" D.W. 2' - 0"1' - 0"2' - 10 1/2"2"A4.0 B2 B3 C2 C31' - 0"1' - 0"2' - 0"A4.0 1 A2 LINEN 113B LIVING/DINING 104B KITCHEN 103B ENTRY 101B BIRCH VENEER PLYWD BUILT-IN SHELVES AND BENCH WITH CUBBIES BELOW 3' - 6 3/32"6 1/2" 2' - 0"0"3' - 0"1' - 0"2' - 0"2' - 0"7' - 2"4' - 7 5/8" F2S AT GROUP 1 KITCHENS (UNITS 1A, 1B, 1C) MAX. SINK DEPTH OF 6 1/2"1' - 6"2' - 6"BIRCH VENEER PLYWOOD BENCH AND SHELVES COAT HOOKS, FINISH AND STYLE TO BE SLECTED BY OWNER AND FURNISHED BY G.C. BIRCH VENEER PLYWOOD SHELVES 7 7/8"7 7/8"PNTD WD BASE TYP. FIBERGLASS SHOWER BASE TYP. TILE ALL SHOWER WALLS TYP. TO ALL UNITS SURFACE MOUNTED WALL SCONCE 1 E D C B A 2 3 4 5 6 E D C B A 1 2 3 4 5 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: PERMIT SET 11/18/2022 11/18/2022 2:59:48 PM1/2" = 1'-0" 07/08/2022 Author ENLARGED FLOOR PLANS AND INTERIOR ELEVATIONS A4.0 107 Williams Street 21067 NORTHAMPTON, MA 1/2" = 1'-0" TYPICAL KITCHEN ELEVATION 1B2 1/2" = 1'-0" TYPICAL KITCHEN ELEVATION 2B3 1/2" = 1'-0" TYPICAL KITCHEN ELEVATION 3C2 1/2" = 1'-0" TYPICAL KITCHEN ELEVATION 4C3 1/2" = 1'-0" TYPICAL KITCHEN ENLARGED PLANB1 1/2" = 1'-0" TYPICAL ENTRY CLOSET INTERIOR ELEVATION1 1/2" = 1'-0" UNIT TYPE A BATHROOM INTERIOR ELEVATION 12 1/2" = 1'-0" UNIT TYPE A BATHROOM INTERIOR ELEVATION 23 1/2" = 1'-0" UNIT TYPE A BATHROOM INTERIOR ELEVATION 34 1/2" = 1'-0" UNIT TYPE A BATHROOM INTERIOR ELEVATION 45 1/2" = 1'-0" UNIT TYPE B BATHROOM INTERIOR ELEVATION 16 1/2" = 1'-0" UNIT TYPE B BATHROOM INTERIOR ELEVATION 27 1/2" = 1'-0" UNIT TYPE B BATHROOM INTERIOR ELEVATION 38 1/2" = 1'-0" UNIT TYPE B BATHROOM INTERIOR ELEVATION 49 1/2" = 1'-0" UNIT TYPE C BATHROOM INTERIOR ELEVATION 110 1/2" = 1'-0" UNIT TYPE C BATHROOM INTERIOR ELEVATION 211 1/2" = 1'-0" UNIT TYPE C BATHROOM INTERIOR ELEVATION 312 1/2" = 1'-0" UNIT TYPE C BATHROOM INTERIOR ELEVATION 413 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 UP 9 8 7 6 5 4 3 2 1 18 17 16 15 14 13 12 11 10 UPDN DN 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 1 B UE1 E2EQ EQ A2 18R @ 6-7/8" X 17T @ 11" V.I.F. 1ST FLR TO 2ND FLR7' - 4"3' - 2"6' - 1"B2 A0.2 F2 1A 1A F2S E1 F6 F4 F2 1A 1A 1A B 7' - 4"3' - 2"10' - 6"6' - 1"3' - 2"3' - 2" EQ EQ 16' - 7"18T @ 6-7/8" X 17T @ 11" V.I.F. 2ND FLR TO 3RD FLR7' - 4"F6 F2S F2 E1 D F4 F2 2C7' - 3"B E2a HALF HEIGHT WALL 42" MIN. D UE1 1A 1A E1 2C F5 F5 1A 1A 1A F5 7' - 4"1 E D C B A 2 3 4 5 6 E D C B A 1 2 3 4 5 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: PERMIT SET 11/18/2022 11/18/2022 2:59:49 PM1/2" = 1'-0" 07/08/2022 Author ENLARGED STAIR PLANS AND DETAILS A4.2 107 Williams Street 21067 NORTHAMPTON, MA 1/2" = 1'-0" FIRST FLOOR - STAIR1 1/2" = 1'-0" ENLARGED STAIR PLAN -SECOND FLOOR2 1/2" = 1'-0" ENLARGED STAIR PLAN -THIRD FLOOR3 NOTE: ALL STAIRS TO HAVE GWB CEILINGS SECOND FLOOR SUBFLOOR 125' -6" 1 COMPOSITE TRIM BOARD AND MOUNTING BOARD. CONCEAL HANGER. SEE STRUCTURAL DRAWINGS FOR DETAILS 3"X3" WIRE MESH PANLES DRIP FLASHING AND SEALANT AT SLIDING DOOR 1" LAP POST ON JOIST 2 1/2" SECOND FLOOR SUBFLOOR 125' -6" 1 8 A5.1 11 1/4"8" RETURN METAL DRIP FLASHING 8" AROUND CORNER FLOOR ASSEMBLY AS SCHEDULED 3' - 2" COMPOSITE FASCIA B 1' - 0 1/16" FIBERGLASS REINFORCED 30 YEAR ASPHALT SHINGLES CONTINUOUS SYNTHETIC ROOF UNDERLAYMENT, AS RECOMMENDED BY SHINGLE MANUFACTURER, TYP. 5/8" ROOF SHEATHING, ALL SEAMS AND PENETRATIONS TAPED, TYP. CONTINUOUS ALUMN. DRIP EDGE PNTD. 1x2 DRIP BVOARD ON 1x8 FASCIA BD. TYP. ICE AND WATER SHIELD MIN. 1 ROW . TYPICAL TO ALL ROOF CONDITIONS CONTINUOUS FABRICATED METAL GUTTER PNTD. TO BE COORDINATED WITH ROOF INSTALLER GUTTER END CAP BEYOND CONTINOUS CLIPPED EAVE VENTMIN. AIR GAP1"GUTTER STRAP AT 16" O.C. 1' - 0"7"5" ⌀METAL DOWNSPOUT 2' - 4"45.00°45° 2X KICKER WITH PLYWD SUBSTRATE AND FIBER CEMENT BOARD FINISH MEMBRANE ROOF OVER SLOPED SLEEPERS W/ METAL FLASHING DRIP EDGE. SEAL ALL TRANSISTIONS WRAP MEMBRANE ROOF UP WALL MIN. 3" FLASH AND COUNTER FLASH. SEAL ALL TRANSITIONS COMPOSITE FASCIA TRIM BOARD WITH METAL FLASHING DRIP EDGE SECOND FLOOR SUBFLOOR 125' -6" 1 6" DECK-COMPOSITE DECKING ON SLOPED PT SLEEPERS ON PT FLOOR JOISTS.-SEE STRUCTURAL DRAWINGS FOR DETAILS FLOOR ASSEMBLY AS SCHEDULED WALL ASSEMBLY AS SCHEDULED PT 4X4 POST THRU BOLTED TO STRUCTURAL FRAMING 1 1 A5.1 5 A5.1 2' - 9 3/4"3' - 6 1/4" 1 3/4"1 3/4"SLOPED WD RAILING CAP COMPOSITE MOUNTING BOARD 3' - 6 1/4"3' - 2"7' - 5" 4X4 PT POST 1"x1"x1/8" GALVANIZED A36 STEEL ANGLE, PAINTED PERFORATED METAL PANEL WELDED TO STEEL ANGLE 2 A5.1 6' - 4" HIGH POINT 11 1/4"RAISED DRIP EDGE AT FRONT OF ENTRY PORTAL. WRAP CORNER 8" SLOPED PT 2X WD SLEEPER ON 3/4" PLYWOOD SUBSTRATE MEMBRANE ROOF 7' - 7" FIBER CEMENT BOARD OVER PLYWD SUBSTRATE 2X6 FRAMING, SEE STRUCTURAL DRAWINGS FOR DETAILS 1 E D C B A 2 3 4 5 6 E D C B A 1 2 3 4 5 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: PERMIT SET 11/18/2022 11/18/2022 2:59:50 PM1 1/2" = 1'-0" 07/08/2022 Author CONSTRUCTION DETAILS AND PLANS A5.1 107 Williams Street 21067 NORTHAMPTON, MA 1 1/2" = 1'-0" DETAIL SECTION AT BALCONY DOOR1 1 1/2" = 1'-0" TYPICAL SECTION DETAIL AT ENTRY PORTAL2 1 1/2" = 1'-0" DETAIL AT CLIPPED EAVE AND GUTTER31 1/2" = 1'-0" DETAIL SECTION AT BALCONY IN WALL POST5 1 1/2" = 1'-0" ENLARGED BALCONY PLAN4 1 1/2" = 1'-0" DETAIL AT COVERED ENTRY PORTAL8 COUNTER FLASHING LAP MIN. 3" - SEAL ALL TRANSITIONS STRUCTURAL STRAPS-SEE STRUCTURAL DRAWINGS FOR DETAILS THIRD FLOOR SUBFLOOR 136' -0" 1/4" / 12"6"1" THICK WOOD OR COMPOSITE DECKING TAPERED P.T. 2x SLEEPERS. CANTILEVER 5" BEYOND FACE OF WALL FRAMING BELOW MEMBRANE ROOFING 1/2" HIGH-DENSITY, GLASS-MAT GYPSUM CORE COVER BOARD PAINTED COMPOSITE SKIRT TRIM OVER CONTINUOUS 2x LEDGER PREFINISHED METAL GUTTER TAPERED RIGID INSULATION. 1/2" START. SLOPE 1/4" PER FOOT STRUCTURAL PLYWOOD DECKING PER STRUCTURAL DRAWINGS FLASH COAT-CLOSED-CELL SPRAY- FOAM INSULATION RIM JOIST PER STRUCTURAL DRAWINGS MEMBRANE FLASHING PER MEMBRANE MANUFACTURER'S RECOMMENDED DETAIL TAPERED WOOD SHIMS AT EDGE FOR POSITIVE DRAINAGE. HOLD HIGH SIDE OF WOOD SHIM DOWN 1/4" FROM TOP OF COVER BOARD VAPOR BARRIER EXPOSED FASTENER, CORRUGATED METAL SIDING3' - 6"E3 A5.2 (CEDAR?IPE?) GUARD RAIL CAP SEE A1.0 FOR ROOF/CEILING ASSEMBLY INFORMAITON THRU-BOLT GUARD RAIL SUPPOR POST TO CANTILEVERED SLEEPERS.3 7/8"3' - 2 1/8"4 3/4" THIRD FLOOR SUBFLOOR 136' -0"7' - 6"6x6 P.T. POST MEMBRANE ROOFING MANUFACTURER'S RECOMMENDED BOOT FLASHING DETAIL TAPERED P.T. SLEEPERS 1" THICK WOOD OR COMPOSITE DECKING 1/2" HIGH-DENSITY, GLASS- MATT, GYPSUM-CORE COVER BOARD TAPERED RIGID INSULATION MEMBRANE ROOFING VAPOR BARRIER STRUCTURAL SHEATHING PER STRUCTURAL DRAWINGS 6x6 ATTACHMENT TO LVL FRAMING PER STRUCTURAL DRAWINGS5 1/2"3"EQEQEQEQ1x6 PAINTED CEDAR SLATS SPACE 3" APART 2"2x4 CEDAR POSTS. THROUGH- BOLT TO TAPERED P.T. SLEEPERS BELOW 2x3 CEDAR SPACER TAPERED P.T. SLEEPER BELOW 1"x1"x1/8" GALVANIZED A36 STEEL ANGLE, PAINTED PERFORATED METAL PANEL WELDED TO STEEL ANGLE 4 1/2"3 1/2"B 5/8" TYPE X G.W.B TIGHT TO UNDERSIDE OF SHEATHING. NOTHCH AROUND ALL BLOCKING AND FIRE-CUALK ALL GAPS TYPICAL ROOF DECK/CEILING ASSEMBLY. SEE DRAWING D1/A1.0 FOR DETAIL CONTINUOUS 5/8" G.W.B. @ STAIR SIDE. SEE WALL ASSEMBLY NOTES FOR DETAIL MIN.8"FRY REGLET SPRING LOCK FLASHING OR EQUAL TERMINATION BAR TURN ROOF MEMBRANE COUNTERFLASHING UP WALL MIN. 8" ABOVE ROOF HIGH POINT STARTER COURSE PER FIBERCEMENT SIDING MANUFACTURER'S RECOMMENDED DETAIL TYPE E1 EXTERIOR WALL ASSEMBLY REFER TO DRAWING A1.0 CONTINUOUS 5/8" G.W.B. @ STAIR SIDE. SEE WALL ASSEMBLY NOTES FOR DETAIL 1 E D C B A 2 3 4 5 6 E D C B A 1 2 3 4 5 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: PERMIT SET 11/18/2022 11/18/2022 2:59:50 PMAs indicated 07/08/2022 Author CONSTRUCTION DETAILS A5.2 107 Williams Street 21067 NORTHAMPTON, MA 3" = 1'-0" DETAIL SECTION AT ROOF DECK EDGEC53" = 1'-0" ROOF DECK SCREEN DETAILC2 6" = 1'-0" PLAN SECTION AT ROOF DECK GUARD RAIL POSTE3 3" = 1'-0" DETAIL AT ROOF DECK SIDE WALLE5 A HARDIE BOARD SOFFIT W/ CONTINUOUS BEAD OF EXTERIOR GRADE SEALANT AT ALL TRANSITIONS, TYP. PNTD. 5/4 X 6" FRIEZE BOARD FIBERGLASS REINFORCED 30 YEAR ASPHALT SHINGLES CONTINUOUS SYNTHETIC ROOF UNDERLAYMENT, AS RECOMMENDED BY SHINGLE MANUFACTURER, TYP. 5/8" ROOF SHEATHING, ALL SEAMS AND PENETRATIONS TAPED, TYP. CONTINUOUS ALUMN. DRIP EDGE PNTD. 1x2 DRIP BVOARD ON 1x8 FASCIA BD. TYP. ICE AND WATER SHIELD MIN. 1 ROW . TYPICAL TO ALL ROOF CONDITIONS PRE-ENGINEERED METAL PLATE CONNECTED WOOD ROOF TRUSS SYSTEM AT 24" O.C. TYP.1" MIN. AIR GAPCONTINUOUS SOFFIT VENT W/ CONTINUOUS BEAD OF EXTERIOR GRADE SEALANT AT ALL TRANSITIONS, TYP. PROVIDE BLOCKING 1' - 6" T.O. PLATE 145' -0" A 1' - 0" MIN. NOTE: LAP VAPOR BARRIER UNDER BOTTOM OF TRUSS PROVIDE FLASH COAT OVER VAPOR BARRIER PNTD. 1X4 WINDOW TRIM, TYP.5/8" GYPSUM BOARD, PAINTED. SEAL ALL PENETRATIONS AND TOPS OF INTERIOR PARTITIONS TO FORM CONTINUOUS AIR BARRIER AT ATTIC 1/2" RESILIENT CHANNEL, 16" O.C. LOOSE BLOWN IN CELLULOSE INSULATION-MIN. R-49 SIMPSON HURRICAN TIE STRAPPING TO BE SIZED BY TRUSS SUPPLIER FLASH COAT OF SPRAY FOAM INSULATION OVER VAPOR BARRIER CONTINUOUS COUNTER FLASHING WITH SEALANT WINDOW TYPE AS SCHEDULED. FINISH SELECTED BY OWNER, FURNISHED BY G.C. ALUMN. DRIP EDGE. ALUMN. DRIP EDGE. WITH SEALANT CONTINUOUS LOW EXPANSION FOAM AROUND ALL SIDES OF WINDOW. TYP. TO ALL WINDOW CONDITIONS (2) 2X HEADER W/ 2 1/2" RIGID XPS INSULATION TO THE INSIDE 1X PNTD. WD TRIM HARDIE PANEL SIDING WITH CONTINUOUS VAPOR/AIR BARRIER, SEAL ALL TRANSITIONS A THIRD FLOOR SUBFLOOR 136' -0" FLOOR ASSEMBLY AS SCHEDULED HARDIE PANEL FIBER-CEMENT LAP SIDING 6" EXPOSURE. NOTE:CONTINUOUS BEAD OF EXTERIOR GRADE SEALANT AT MATERIAL TRANSITION, TYP. CONTINUOUS ALUMINUM FLASHING WITH INTEGRAL DRIP, 3" OVERLAP AT VERTICAL JOINTS, TAPE FLASH ALL JOINTS TYP. WINDOW FINISH SPEC. SELECTED BY OWNER FURNISHED BY G.C. LOW DENSITY SPRAYFOAM INSULATION ALL SIDED OF WINDOW CONTINUOUS ALUMINUM FLASHING WITH INTEGRAL DRIP, 3" OVERLAP AT VERTICAL JOINTS, COUNTER FLASH TAPE ALL JOINTS TYP. PNTD. 5/4 X 3 1/2" COMPOSITE TRIM SIMPSON STRUCTURAL STRAP SEE STRUCTURAL DRAWINGS FOR DETAILS WALL ASSEMBLY AS SCHEDULED HEADER W/ 2 1/2" RIGID XPS INSULATION TO THHE INSIDE SEE STRUCTURAL DRAWINGS FOR DETAILS OF HEADER CONDITIONS PNTD. 1X HEAD EXTENSION TYP. PNTD. 1X4 TRIM CONTINUOUS VAPOR/AIR BARRIER FLASH TAPE ALL SEAMS AND TRANSITIONS FLASH COAT OF CLOSED CELL FOAM @ BAND JOIST TYP. SECOND FLOOR SUBFLOOR 125' -6" D E FLOOR ASSEMBLY AS SCHEDULED 5 1/2"3" 12"1' - 6"4"5 1/2" FIBERGLASS REINFORCED 30 YEAR ASPHALT SHINGLES CONTINUOUS SYNTHETIC ROOF UNDERLAYMENT, AS RECOMMENDED BY SHINGLE MANUFACTURER, TYP. 5/8" ROOF SHEATHING, ALL SEAMS AND PENETRATIONS TAPED, TYP. CONTINUOUS ALUMN. DRIP EDGE ICE AND WATER SHIELD MIN. 1 ROW . TYPICAL TO ALL ROOF CONDITIONS WD TRUSS SEE STRUCTURAL DRAWINGS FOR DETAILS 1' - 3" FIBER CEMENT TRIM BOARD AND PANELS SECOND FLOOR SUBFLOOR 125' -6" A FLOOR ASSEMBLY AS SCHEDULED HARDIE PANEL FIBER-CEMENT LAP SIDING 6" EXPOSURE. NOTE:CONTINUOUS BEAD OF EXTERIOR GRADE SEALANT AT MATERIAL TRANSITION, TYP. CONTINUOUS ALUMINUM FLASHING WITH INTEGRAL DRIP, 3" OVERLAP AT VERTICAL JOINTS, TAPE FLASH ALL JOINTS TYP. WINDOW FINISH SPEC. SELECTED BY OWNER FURNISHED BY G.C. LOW DENSITY SPRAYFOAM INSULATION ALL SIDED OF WINDOW CONTINUOUS ALUMINUM FLASHING WITH INTEGRAL DRIP, 3" OVERLAP AT VERTICAL JOINTS, COUNTER FLASH TAPE ALL JOINTS TYP. PNTD. 5/4 X 3 1/2" COMPOSITE TRIM SIMPSON STRUCTURAL STRAP SEE STRUCTURAL DRAWINGS FOR DETAILS WALL ASSEMBLY AS SCHEDULED CONTINUOUS VAPOR/AIR BARRIER FLASH TAPE ALL SEAMS AND TRANSITIONS FLASH COAT OF CLOSED CELL FOAM @ BAND JOIST TYP. 1 E D C B A 2 3 4 5 6 E D C B A 1 2 3 4 5 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: PERMIT SET 11/18/2022 11/18/2022 2:59:50 PM1 1/2" = 1'-0" 07/08/2022 Author CONSTRUCTION DETAILS A5.3 107 Williams Street 21067 NORTHAMPTON, MA 1 1/2" = 1'-0" DETAIL AT ROOF EAVE6 1 1/2" = 1'-0" DETAIL AT ROOF BOTTOM OF TRUSS7 1 1/2" = 1'-0" DETAL AT THIRD FLOOR LEVEL1 1 1/2" = 1'-0" DETAIL AT PORCH ROOF8 1 1/2" = 1'-0" DETAIL AT SECOND FLOOR9 6"4"ROUGH SILL HGT.2' - 6"2" CONTINUOUS MIN. R-10 RIGID INSULATION 1 1/2" MIN. R-17.5 RIGID INSULATION - INFILL BETWEEN 2x VERTICAL STRAPPING PAINTED 1x WOOD KNEEWALL CAP 2x VERTICAL STRAPPING@ 16" O.C. 5 1/2"2 1/2"1 1/2" 2x NAILER. TYPICAL EXTERTIOR WALL ASSEMBLY AS SCHEDULED 8"10"TYPICAL EXTERIOR WALL ASSEMBLY -SEE DRAWING A1.0 CAULK EXTERIOR WALL SHEATHING TO SILL PLATE. SEAL SILL PLATES TO STEM WALL WITH BOTH GASKET AND SEALANT SEE PRELIMINARY ENERGY ANALYSIS/AIR SEALING AND COMPARTMENTALIZATION PLAN FOR AIR SEALING AND INSULATION DETAILS EXTERIOR CONDITIONS VARY -REFER TO LANDSCAPE DRAWINGS REINFORCED, CAST-IN-PLACE CONCRETE STEMWALL REFER TO STRUCTURAL DRAWINGS FOR DETAILS SLOPE 1/4"/12" STARTER COURSE PER FIBERCEMENT SIDING MANUFACTURER'S RECOMMENDED DETAIL 6"4"ROUGH SILL HGT.2' - 6"2" CONTINUOUS MIN. R-10 RIGID INSULATION 1 1/2" MIN. R-17.5 RIGID INSULATION - INFILL BETWEEN 2x VERTICAL STRAPPING PAINTED 1x WOOD KNEEWALL CAP 2x VERTICAL STRAPPING@ 16" O.C. 5 1/2"2 1/2"1 1/2" 2x NAILER. TYPICAL EXTERTIOR WALL ASSEMBLY AS SCHEDULED 1' - 2"10"TYPICAL EXTERIOR WALL ASSEMBLY -SEE DRAWING A1.0 CAULK EXTERIOR WALL SHEATHING TO SILL PLATE. SEAL SILL PLATES TO STEM WALL WITH BOTH GASKET AND SEALANT SEE PRELIMINARY ENERGY ANALYSIS/AIR SEALING AND COMPARTMENTALIZATION PLAN FOR AIR SEALING AND INSULATION DETAILS EXTERIOR CONDITIONS VARY -REFER TO LANDSCAPE DRAWINGS REINFORCED, CAST-IN-PLACE CONCRETE STEMWALL REFER TO STRUCTURAL DRAWINGS FOR DETAILS STARTER COURSE PER FIBERCEMENT SIDING MANUFACTURER'S RECOMMENDED DETAIL FIRST FLOOR SLAB 115' -6" D FINISH FLOOR-SEE SCHEDULE HAUNCHED SLAB ATTACHED W/ #5 X12" DOWELS AT 16" O.C. W/4" EPOXY EMBEDED 6"FIRST FLOOR SLAB 115' -6" E PNTD. PT 6X6 WD POST WITH SIMPSON POST SHOE ANCHORED TO SLAB PNTD. COMPOSITE POST WRAP 10" CONCRETE SIDEWALK PER LANDSCAPE DRAWINGS. DOWEL SIDEWALK INTO FOUNDATION w/ #4X24" DOWELS @ 12" O.C. DRILL AND FILL CONC. w/ HILTI HY-200 ADHESIVE, 4" MIN. EMBED. REINFORCED, CAST-IN-PLACE CONCRETE STEMWALL REFER TO STRUCTURAL DRAWINGS FOR DETAILS PEMKO® 253x6_FG THERMAL BARRIER ACCESSIBLE THRESHOLD OR EQUAL. OUTSWING ENTRY DOOR SLAB ON GRADE -REFER TO STRUCTURAL DRAWINGS FOR DETAIL CLASS A VAPOR BARRIER TAPE ALL SEAMS CONTINUOUS R-10 RIGID INSULATION TYPICAL EXTERIOR WALL ASSEMBLY -SEE DRAWING A1.0 CAULK EXTERIOR WALL SHEATHING TO SILL PLATE. SEAL SILL PLATES TO STEM WALL WITH BOTH GASKET AND SEALANT SEE PRELIMINARY ENERGY ANALYSIS/AIR SEALING AND COMPARTMENTALIZATION PLAN FOR AIR SEALING AND INSULATION DETAILS GRADE PER LANDSCAPE DRAWINGS REINFORCED, CAST-IN-PLACE CONCRETE STEMWALL REFER TO STRUCTURAL DRAWINGS FOR DETAILS STARTER COURSE PER FIBERCEMENT SIDING MANUFACTURER'S RECOMMENDED DETAIL 1 E D C B A 2 3 4 5 6 E D C B A 1 2 3 4 5 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: PERMIT SET 11/18/2022 11/18/2022 2:59:51 PM1 1/2" = 1'-0" 07/08/2022 Author FOUNDATION DETAILS A5.4 107 Williams Street 21067 NORTHAMPTON, MA 1 1/2" = 1'-0" DETAIL AT RAISED FOUNDATION STEM WALLE31 1/2" = 1'-0" DETAIL AT TALL RAISED FOUNDATION STEM WALLE1 1 1/2" = 1'-0" DETAIL SECTION AT FRONT PORCH FOUNDATIONB1 1 1/2" = 1'-0" DETAIL SECTION AT PORCH POST FOUNDATIONB2 1 1/2" = 1'-0" DETAIL AT ACCESSIBLE EGRESS DOOR SILLC5 1 1/2" = 1'-0" DETAIL AT TYPICAL FOUNDATION WALLE5 A A D D E E 2 2 1 1 B B C C ERV FIRST FLOOR PATIO LIGHT FIRST FLOOR PATIO LIGHT FIRST FLOOR PATIO LIGHT SECOND FLOOR BALCONY LIGHT SECOND FLOOR BALCONY LIGHTSECOND FLOOR BALCONY LIGHT NORTH ENTRY STAIR 100A SOUTH ENTRY STAIR 100B 7' - 8 1/8" 7' - 8 1/8" 8' - 8 1/2" 8' - 8 1/2" 8' - 8 1/2" 8' - 8 1/2" 3' - 0" EQ EQ 30' - 5" ERV 31' - 5 1/2"6' - 0" ERV 2'X3' ERV HATCH CENTER ON JOIST BAY. SEE STRUCTURAL DRAWINGS FOR FRAMING DIAGRAM 8' - 8 1/2" 8' - 8 1/2"8' - 8 1/2" 37' - 5 1/2" 2'X3' ERV HATCH CENTER ON JOIST BAY. SEE STRUCTURAL DRAWINGS FOR FRAMING DIAGRAM 8' - 8 1/2" 8' - 8 1/2" 8' - 8 1/2" 8' - 8 1/2" 7' - 8 1/8" 7' - 9 7/8" 8' - 8 1/2" 8' - 8 1/2" 8' - 9 5/8" 8' - 8 1/2" 8' - 9 5/8" 4" ⌀SURFACE MOUNTED LED DOWN LIGHT 24" SURFACE MOUNTED UTILITY LIGHT 12" UNDER CABINET MOUNTED DOWN-TASK LIGHT (A) 24" SURFACE MOUNTED WALL SCONCE LIGHT (C) (D) (E) EXTERIOR SURFACE MOUNTED LIGHT(H) NOTE: ALL FIXTURES AND FINISHES TO BE SELECTED BY OWNER AND COORDINATED WITH GENERAL CONTRACTROR, TYP. ELECTRICAL DESIGN/ BUILD CONTRACTOR TO PROVIDE AND LOCATE ALL OUTLETS AND SWITCHES PER CODE. 1 E D C B A 2 3 4 5 6 E D C B A 1 2 3 4 5 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: PERMIT SET 11/18/2022 11/18/2022 2:59:52 PM1/4" = 1'-0" 07/08/2022 Author TYPICAL LIGHTING / RCP A7.0 107 Williams Street 21067 NORTHAMPTON, MA 1/4" = 1'-0" TYPICAL LIGHTING PLAN1 1/4" = 1'-0" CEILING LEGEND