ARCH FLATS PERMIT SET 2-10-14KUHN 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 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/102/10/2014 11:32:24 AM11-08-13AuthorTITLE SHEETA0.0PERMIT SET 02/10/1413032Upper Ridge Flats West BuildingVillage HillNorthampton, MassachusettsFLATS WESTCODE REVIEW - FLATSVILLAGE HILLROUTE 66DRAWING LISTSHEETNUMBERSHEET NAMEF1 FOUNDATION PLANF2 FOUNDATION DETAILSF3 FOUNDATION DETAILSS1 FIRST FLOOR FRAMING PLANS2 SECOND FLOOR FRAMING PLANS3 THIRD FLOOR FRAMING PLANS4 ROOF FRAMING PLANS5 FRAMING DETAILSS6 FRAMING DETAILSA0.0 TITLE SHEETA1.1 GARAGE LEVEL PLANA1.2 FIRST FLOOR PLANA1.3 SECOND FLOOR PLANA1.4 THIRD FLOOR PLANA1.5 ROOF PLANA2.1 EAST ELEVATIONA2.2 WEST ELEVATIONA2.3 NORTH ELEVATIONA2.4 SOUTH ELEVATIONA3.1 BUILDING SECTIONSA3.2 BUILDING SECTIONSA3.3 BUILDING SECTIONSA3.4 BUILDING SECTIONSA3.5 BALCONY DETAILSA3.6 WALL SECTIONS AND DETAILSA3.7 SECTION DETAILSA3.8 SECTION DETAILSA5.1 REFLECTED CEILING PLANSA6.0 DOOR & WINDOW SCHEDULESA7.1 STAIR PLANSA7.2 STAIR SECTIONSFP1.0 BASEMENT F.P. PLANFP1.1 FIRST FLOOR F.P. PLANFP1.2 SECOND FLOOR F.P. PLANFP1.3 THIRD FLOOR F.P. PLANFP1.4 ATTIC F.P. PLANFP2.0 FIRE PROTECTION DETAILSP1.0 BASEMENT PLUMBING PLANP1.1 1ST FLOOR PLUMBING PLANP1.2 SECOND FLOOR PLUMBING PLANP1.3 THIRD FLOOR PLUMBING PLANP2.0 PLUMBING SHEDULESP3.0 PLUMBING DETAILSH1.0 BASEMENT HVAC PLANH1.1 FIRST FLOOR HVAC PLANH1.2 SECOND FLOOR HVAC PLANH1.3 THIRD FLOOR HVAC PLANH1.4 ROOF HVAC PLANH2.0 HVAC SCHEDULESE2.0 ELECTRICAL SCHEDULE & DETAILSEL1.0 BASEMENT LIGHTING PLANEL1.1 FIRST FLOOR LIGHTING PLANEL1.2 SECOND FLOOR LIGHTING PLANEL1.3 THIRD FLOOR LIGHTING PLANEP1.0 BASEMENT POWER PLANEP1.1 FIRST FLOOR POWER PLANEP1.2 SECOND FLOOR POWER PLANEP1.3 THIRD FLOOR POWER PLANEP1.4 ROOF POWER PLANES1.0 ELECTRICAL SITE LIGHTINGRev. No. Description DateGeneral Description:•3 Story Building with Basement•Basement Area: 3,535 sq. ft.•Upper Stories Areas: 3,661 sq. ft. per floor.•Construction Type: VBChapter 3: Use and Occupancy Classification:Separated Mixed Uses:R-2: Residential- Multiple Dwelling Units (Section 310.1)Non- Separated Mix Uses:S-1: Storage-Moderate Hazard (Section 311.2) andS-2: Storage-Low Hazard (Section 311.3).Required fire separation between S Storage & R-2 Residential (Table 508.4) for buildings equipped throughout with a fire suppression system inaccordance with 903.3.1.1 – 1 hour.Chapter 4: Special Use and Occupancy:Required Dwelling Unit Vertical Separation (Sections 420.2) as per Section 709.Required Dwelling Unit Horizontal Separation (Section 402.3) as per Section 712 Chapter 5: General Building Heights and Areas•Basement S-1 Area: 677 sq. ft.•Basement S-2 Area: 2858 sq. ft.•First Floor R-23,661 sq. ft.•Second Floor R-23,661 sq. ft.•Third Floor R-23,661 sq. ft.Table 503 – Allowable Height and Areas (Table 503)Construction Type V-BHeightArea•Use Group S-1:`1 Story 9,000 sq. ft.•Use Group S-2:2 Stories 13,500 sq. ft.•Use Group R-2:2 Stories 7,000 sq. ft.All allowable areas exceed the actual maximum proposed building area of 3,661.Automatic Sprinkler System Height Increase (Section 504.2): 1 story/20 feet.Chapter 6: Types of ConstructionConstruction Type: V-B (Section 602.4)Required Fire Resistance Rating For V-B Construction (Table 601)•Primary Structural Frame: 0 hours•Bearing Walls – Exterior & Interior: 0 hours•Non-bearing Walls and Partitions – Exterior0 hours (Table 602: FSD > 10’-0”)•Non-bearing Walls and Partitions – Interior0 hours•Floor Construction and Secondary Members0 hours•Roof Construction and Secondary Members0 hoursFire-Separation Rating Requirements for Exterior Walls based on Fire-Separation Distance for Type VB Construction / R2, S1 and S2Occupancies (Table 602):•Fire Separation Distance Exceeds 10’-0”0 hoursChapter 7: Fire and Smoke ProtectionShaft Enclosures Fire-Resistance Rating (Section708.4):•Not less than 2 hours when connection 4 or more stories.•1 hour when connecting 3 stories or less.•Shafts shall have a fire-resistance rating not less than the floor assembly penetrated but need not exceed 2 hours.Fire Partitions (Section 709.3 Exception 2) for buildings of Type VB construction equipped throughout with an automatic sprinkler system inaccordance with Section 903.3.1.1:•Dwelling Unit separation½ hour.Horizontal Assemblies (Section 712.3 Exception) for buildings of Type VB construction equipped throughout with an automatic sprinkler system inaccordance with Section 903.3.1.1:•Horizontal Dwelling Unit separation½ hour.Chapter 8: Interior Finishes:Interior Wall and Ceiling Finish Requirements by Occupancy (Table 803.9) for Sprinklered Buildings:Use Groups R-2 and S:•Exit Enclosures & Exit PassagewaysC•CorridorsC•Rooms and Enclosed SpacesCInterior Floor Finish (Section 804):•All flooring to comply with the requirements of Section 804.4.1, Exception for buildings equipped with an automatic sprinkler system. Class IImaterials are permitted in areas where Class I materials are required and materials complying with the DOC FF-1 “pill test” are permitted inany area where Class II materials are required.Chapter 9: Fire Protection Systems•See separate Chapter 9 narrative.Chapter 10: Means of EgressOccupant Load (Section 1004): Table 1004.1OccupancyFl. Area per OccupantTotal•Residential3661 sq. ft. / 200 sq. ft. gross19•Parking Garages2858 sq. ft. / 200 sq. ft. gross15•Storage Areas677 sq. ft. /300 sq. ft. gross3Required Egress Width (Section 1005.1):SpaceWidth per OccupantTotal•Stairs0.3” x 195.7”•All Other Egress0.2” x 193.8”•All required width less than the required minimum widths.Required Stair Width (Section 1009.1, Exception 1).•Stairs serving an Occupant Load less than 50 shall have a width of not less than 36”.Exit Access Travel Distance (Table 1016.1):•Use Group R: 250 feet with sprinkler system•Use Group S-1: 250 feet with sprinkler system•Use Group S-2300 feet with sprinkler systemCorridor Required Fire-Resistance Rating (Table 1018.1)•Use Group R: 0.5 hours with sprinkler system•Use Group S: 0 hours with sprinkler systemRequired Corridor Width (Section 1018.2.):•42” except 36” where occupant capacity is less than 50 (Exception 2).Number of Exits and Continuity (Section 1021):•Two exits required from all levels.Chapter 11: Accessibility•All public areas to comply with 521 CMR.
UPA2.2A2.311GARAGE 1110 SFW1-sSTORAGE198 SFW2-sSTORAGE298 SFW3-sSTORAGE3MECHANICALROOMSTAIRVESTIBULE34FGCB54.821AHDE1.8B.1F.9C1A3.1116 SFW2-nSTORAGE5116 SFW3-nSTORAGE4A3.5196 SFW1-nSTORAGE61A3.3D1A3.2B4A3.21A3.4D4A2.1002003005006007004001010009008011012013A7.11A7.1417' - 0"PTD WD CAP ONINSUL STEM WALL8A8A8A8A8A8A8A8A8A5A4A6A4A2C3A7A7A4A2C2C2C4A2BG.W.B. ADDED TOSHEAR WALLASSEMBLY ASREQ. TO ACHIEVE2 HR RATINGELEV.MACHINE RM.PITCH SLAB 2"MOP SINKSEE MEP4' - 0"4' - 0"HRV LOUVER PRECAST AREA WAYPROTECTIVE CRASH GUARDSTEEL PIPES ANCHORED INTO SLAB2A1.19 1/4" LVL BEAM FOR DOOR SUPPORT 2X10'SSHOCK MOUNTEDDOOR OPENERHUNG FROM 2X10'SPITCH SLAB 2"HRV LOUVERPRECAST AREAWAYA3.1B46"42' - 4"14' - 8"13' - 0"14' - 8"1' - 8"12' - 4"11' - 8"12' - 0"16' - 0"12' - 0"11' - 8"12' - 4"88' - 0"H.S.S. COLUMN -SEE STRUCTURALDRAWINGS1C1C4A6"4"4"6"2' - 8"4"6"TYPICAL FOUNDATION WALLFURRING ASSEMBLY:-2" RIGID XPS INSULATION-GALV Z-CHANNEL-1/2" G.W.B.3"A2.1D2A2.1D18CSHEAR WALLSEE STR.SHEAR WALLSEE STR.SHEAR WALLSEE STR.SHEAR WALLSEE STR.WALK OFFMAT4.5W1-sW2-sW3-sW3-nW2-nW1-nGARAGE215' - 9"1' - 8"3' - 0"CRASH GUARDANCHOR INTO SLAB2" STEEL PIPECOLUMN BEYONDKUHN 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 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10As indicated2/10/2014 11:32:25 AM11-08-13AuthorGARAGE LEVEL PLANA1.1PERMIT SET 02/10/1413032 1/4" = 1'-0"1GARAGE LEVEL 3/4" = 1'-0"2CRASH GUARDRev. No. Description Date
REF.DWREF.DWUP34FGCB318 SFElevator106 SFSTAIRCONCRETE ENTRY PORCHBALCONYBALCONYTILECPTRUBRUBWDWDCPTCPTTILEVCTTILETILEWDCPTCPT54.821AHDE1.8D.1B.1F.9C1A3.1206 SFLiving Room158 SFDining137 SFKitchen67 SFENTRY75 SFHALL49 SFBath25 SFUtility129 SFBedroom205 SFBedroom57 SFBathroom28 SFCloset152 SFBedroom14 SFLaundryA3.551A3.3D1A3.21A3.4D4A2.16A3.7A5A-3A-14A-1A-2A-6A-9A-12A-13A-8A-7A-10A-4A-5A-11A-15F-12F-3F-2F-5F-4F-6F-8F-9F-7F-10F-11F-13F-1102104101EEDEDCEECDEEEA5.1465CCA7.12A7.1510' - 6"2' - 8"5' - 0"2' - 1 1/2"5' - 5 1/2"3' - 7"2' - 11"2' - 10"4 1/2"3' - 6"5' - 0"13' - 9"6' - 7"1' - 0 1/2"2' - 4"11' - 4 1/2"7' - 1 1/2"5' - 7 3/4"4' - 0 1/2"8' - 6"5' - 0"50' - 8"6' - 8"16' - 4"13' - 0"14' - 8"1' - 8"1' - 8"7' - 4"12' - 0"12' - 0"12' - 0"6' - 6"7' - 4"7' - 4"6' - 6"9' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"88' - 0"16' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"12' - 0"12' - 0"12' - 0"12' - 4"11' - 8"12' - 0"6' - 2"6' - 2"5' - 10"5' - 10"5' - 6"6' - 6"4' - 0"8' - 0"4' - 0"6' - 6"5' - 6"5' - 10"5' - 10"6' - 2"6' - 2"8' - 0"8' - 0"12' - 0"11' - 8"12' - 4"36' - 0"16' - 0"36' - 0"88' - 0"4"4"10' - 3" CL.2' - 10"2' - 11"3' - 10 1/2"5' - 2"2' - 1 1/2"5' - 0"5' - 0"2' - 8"5' - 10"3' - 6"4' - 0 1/2"7' - 4"9' - 0"4' - 0"16' - 4"7' - 4"6' - 8"16' - 4"13' - 0"14' - 8"50' - 8"4' - 9 1/4"8' - 6"1' - 1"1' - 2"2' - 1"5' - 10"2' - 6 1/2"2' - 6 1/2"5' - 9 1/2"5' - 2 1/4"5' - 8 1/8"13' - 9"6' - 8"2' - 0"1' - 0"4' - 0"3' - 0"2' - 0"3' - 0"1' - 6"1' - 6"3' - 0"3' - 0"2' - 6"4' - 6"3' - 4"2' - 0"2' - 0"3' - 6" CL.3' - 6" CL.1' - 6"3' - 0"2' - 0"1' - 3"3' - 0"2' - 6"1' - 6"3' - 0"3' - 6"3' - 6"4' - 6"3' - 4"1' - 3"2' - 10"2' - 10"A3.53SimSPACER6' - 0" CL.ARCHED OPENINGTYPICAL FOR ALLLEVELSCENTER ONWINDOWACC BATT INSUL, TYPACC BATT INSUL TYPSHELFABOVESHELFABOVE5 SHELVES5 SHELVES5 SHELVES, TYP.5 SHELVES, TYP.ROD & SHELF TYPROD & SHELF TYP5' - 4"2' - 3"2' - 10"5' - 10"2' - 1"CENTER WALL ONGRID LINECENTER WALL ONGRID LINE5 SLVS ATLINEN5 SLVS ATLINEN2' - 8"5' - 10"2' - 8"TILE137 SFKitchen158 SFDining207 SFLiving Room98 SFStudy258 SFBedroom57 SFBathroom28 SFCloset72 SFHALL65 SFEntry25 SFUtility49 SFBath162 SFLobbyWOOD SCREEN WALL.SEE INT. ELEVATIONS.GAS UNIT HTROPTIONAL TILE HEARTHPARLOR STOVEOPTIONAL TILE HEARTHCENTER OPENING ONLIVING ROOM WINDOW5A3A3A5A3A2A2A2A2B1A8B7A3A5A2A2A5A2B2A3A2A2A4A4A7A2B2B5A2A5A2AACC BATT INSUL, TYP5A2A2A2A5A5A5A2A3A2B2A8C8C4B11' - 1"13' - 11 3/4"4' - 0 1/2"10' - 0"3 1/2"1038B8BWATER MAINA3.2D4ALIGN1' - 0"4' - 6" CL.1C7AG.W.B.-CLADDROPPED BEAMABOVE2x BEARINGFOR LVL BEAMABOVE1C4B3' - 0"6' - 0"36" WALL FOR HTRWITH REMOVEABLE WDTOP, TYP.W1-sW1-n1/2" / 12"PITCH SLABWALKOFF MATVCTCPTCPT4.55' - 8"FF1A2A3A4A5A6A7AINTERIOR WALL 2 X STUDON FLATINTERIOR WALL 2 X 4 STUDINTERIOR WALL 2 X 6 STUD1B2B(1) LAYERS 5/8" G.W.B.ONE SIDE ONLYG.W.B. ONE SIDE ONLY(1) LAYER EACH SIDE1/2" GYPSUM BOARD ON2 x 4 FRAMING ON THEFLAT @ 16" O.C.(2) LAYER EACH SIDE5/8" GYPSUM BOARD ON2 x 4 FRAMING @ 16" O.C.INTERIOR WALL 2 x 4 STUD2 HR RATING : UL U301INTERIOR WALL 2 x 6 STUD2 HR RATING : UL U301NOTE: MOISTURE-RESISTANT GWB TO BEUSED IN WET LOCATIONS &TILE BACKERBOARD FOR TILE SHOWERS(1) LAYER EACH SIDE1/2" GYPSUM BOARD ON2 x 4 FRAMING @ 16"O.C.(1) LAYER EACH SIDE1/2" GYPSUM BOARD ON2 x 6 FRAMING @ 16"O.C.3BG.W.B. ONE SIDE ONLY(1) LAYER EACH SIDE 5/8"GYPSUM BOARD ON2 x 6 FRAMING @ 16" O.C.1/2" GWB AT THIRD FLOOR(2) LAYER EACH SIDE 5/8"GYPSUM BOARD ON2 x 6 FRAMING @ 16" O.C.LOAD-BEARING 2 x 6 STUD WALL1 HR RATING : UL U305BLOCK WALL WITHMETAL FURRING8" CMU WALL7/8" STL FURRING5/8" GWB4B2 LAYERS GWB ONE SIDE ONLY8ASHEAR WALL - 1 HOUR RATING(1) LAYER EACH SIDE 5/8"GYPSUM BOARD ON2 x 6 FRAMING @ 16" O.C.2C1/2" PLY. ONE SIDE ONLY5BLOAD-BEARING 2 x 6 STUD WALL1 HR RATING STC 50: UL U311w/ 1/2" RESILIENT CHANNELS@ 24" O.C. (1) SIDE - FILLSTUD CAVITIES w/ 3" MINERALFIBER INSUL., 2.0 OR 2.3 p.c.f.INTERIOR WALL 2 x 6 STUD2 HR RATING, STC 50: UL U3446Bw/ 1/2" RESILIENT CHANNELS@ 24" O.C. (1) SIDE - FILLSTUD CAVITIES w/ 3" MINERALFIBER INSUL., 2.0 OR 2.3 p.c.f.1/2" PLYWOOD ONE SIDEONLY - SEE STRUCTURALDRAWINGS1C(2) LAYERS 5/8" G.W.B.ONE SIDE ONLY8BSHEAR WALL -1 HR RATING, STC 50ADD 1/2" RESILIENT CHANNELS ONE SIDE (OPPOSITEPLYWD) & 3" MINERAL FIBER INSUL. 2.0 OR 2/3 p.c.f.8CSHEAR WALL -2 HR RATING, STC 50SAME AS 8B BUT WITH (2) LAYERS 5/8" G.W.B.EACH SIDEUL DESIGN U344(1) LAYER EACH SIDE5/8" GYPSUM BOARD1/2" PLYWD AT FIRSTFLOOR SHEAR WALLS ON2 x 6 FRAMING @ 16" O.C:UL U344KUHN 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 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10As indicated2/10/2014 11:46:35 AM11-08-13AuthorFIRST FLOOR PLANA1.2PERMIT SET 02/10/1413032 1/4" = 1'-0"A1FIRST FLOOR PLAN 3/4" = 1'-0"INTERIOR PARTITION LEGENDRev. No.DescriptionDate
REF.DWDWREF.DWREF.DWREF.DWUPUP34FGCBBALCONYBALCONYENTRY ROOF BELOW3" / 12"54.821AHDE1.8D.1B.1F.9C1A3.11A3.3D1A3.21A3.4D4A2.16ECDEDEEFCCFEEDEDCEDDA7.13A7.16OPTION: 5-0FRENCH DOOR4A7A4B8C5A5A5A5AWATER MAIN4AW2-sW2-n4.5214 SFLiving Room149 SFDining141 SFKitchen64 SFEntry25 SFUtility74 SFHall129 SFBedroom206 SFBedroom152 SFBedroom28 SFCloset57 SFBathroom49 SFBathroom14 SFLaundry1A2A3A4A5A6A7AINTERIOR WALL 2 X STUDON FLATINTERIOR WALL 2 X 4 STUDINTERIOR WALL 2 X 6 STUD1B2B(1) LAYERS 5/8" G.W.B.ONE SIDE ONLYG.W.B. ONE SIDE ONLY(1) LAYER EACH SIDE1/2" GYPSUM BOARD ON2 x 4 FRAMING ON THEFLAT @ 16" O.C.(2) LAYER EACH SIDE5/8" GYPSUM BOARD ON2 x 4 FRAMING @ 16" O.C.INTERIOR WALL 2 x 4 STUD2 HR RATING : UL U301INTERIOR WALL 2 x 6 STUD2 HR RATING : UL U301NOTE: MOISTURE-RESISTANT GWB TO BEUSED IN WET LOCATIONS &TILE BACKERBOARD FOR TILE SHOWERS(1) LAYER EACH SIDE1/2" GYPSUM BOARD ON2 x 4 FRAMING @ 16"O.C.(1) LAYER EACH SIDE1/2" GYPSUM BOARD ON2 x 6 FRAMING @ 16"O.C.3BG.W.B. ONE SIDE ONLY(1) LAYER EACH SIDE 5/8"GYPSUM BOARD ON2 x 6 FRAMING @ 16" O.C.1/2" GWB AT THIRD FLOOR(2) LAYER EACH SIDE 5/8"GYPSUM BOARD ON2 x 6 FRAMING @ 16" O.C.LOAD-BEARING 2 x 6 STUD WALL1 HR RATING : UL U305BLOCK WALL WITHMETAL FURRING8" CMU WALL7/8" STL FURRING5/8" GWB4B2 LAYERS GWB ONE SIDE ONLY8ASHEAR WALL - 1 HOUR RATING(1) LAYER EACH SIDE 5/8"GYPSUM BOARD ON2 x 6 FRAMING @ 16" O.C.2C1/2" PLY. ONE SIDE ONLY5BLOAD-BEARING 2 x 6 STUD WALL1 HR RATING STC 50: UL U311w/ 1/2" RESILIENT CHANNELS@ 24" O.C. (1) SIDE - FILLSTUD CAVITIES w/ 3" MINERALFIBER INSUL., 2.0 OR 2.3 p.c.f.INTERIOR WALL 2 x 6 STUD2 HR RATING, STC 50: UL U3446Bw/ 1/2" RESILIENT CHANNELS@ 24" O.C. (1) SIDE - FILLSTUD CAVITIES w/ 3" MINERALFIBER INSUL., 2.0 OR 2.3 p.c.f.1/2" PLYWOOD ONE SIDEONLY - SEE STRUCTURALDRAWINGS1C(2) LAYERS 5/8" G.W.B.ONE SIDE ONLY8BSHEAR WALL -1 HR RATING, STC 50ADD 1/2" RESILIENT CHANNELS ONE SIDE (OPPOSITEPLYWD) & 3" MINERAL FIBER INSUL. 2.0 OR 2/3 p.c.f.8CSHEAR WALL -2 HR RATING, STC 50SAME AS 8B BUT WITH (2) LAYERS 5/8" G.W.B.EACH SIDEUL DESIGN U344(1) LAYER EACH SIDE5/8" GYPSUM BOARD1/2" PLYWD AT FIRSTFLOOR SHEAR WALLS ON2 x 6 FRAMING @ 16" O.C:UL U344KUHN 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 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10As indicated2/10/2014 11:32:28 AM11-08-13AuthorSECOND FLOOR PLANA1.3PERMIT SET 02/10/1413032 1/4" = 1'-0"1SECOND FLOOR 3/4" = 1'-0"INTERIOR PARTITION LEGENDRev. No. Description Date
REF.DWDWREF.E162 SFDINING139 SFKITCHEN200 SFLIVING129 SFBEDROOM 3205 SFMASTER28 SFWIC152 SFBEDROOM 23 SFPANT14 SFLAUND49 SFBATH6 SFLINEN10 SFCLOSET65 SFENTRY57 SFM BATHBALCONY25 SFUTILITY34FGCB138 SFKITCHEN258 SFMASTER162 SFDINING204 SFLIVING98 SFSTUDY57 SFM BATH151 SFBEDROOM 264 SFENTRYBALCONY54.821AHDE1.8B.1F.9C1A3.112"1A3.3D1A3.21A3.4ECDEDEFAAFEEDEDCEBBOPTION: 5-0FRENCH DOOR5A4A7A4B8B8C5A5A5A5AW3-sW3-n4.51A2A3A4A5A6A7AINTERIOR WALL 2 X STUDON FLATINTERIOR WALL 2 X 4 STUDINTERIOR WALL 2 X 6 STUD1B2B(1) LAYERS 5/8" G.W.B.ONE SIDE ONLYG.W.B. ONE SIDE ONLY(1) LAYER EACH SIDE1/2" GYPSUM BOARD ON2 x 4 FRAMING ON THEFLAT @ 16" O.C.(2) LAYER EACH SIDE5/8" GYPSUM BOARD ON2 x 4 FRAMING @ 16" O.C.INTERIOR WALL 2 x 4 STUD2 HR RATING : UL U301INTERIOR WALL 2 x 6 STUD2 HR RATING : UL U301NOTE: MOISTURE-RESISTANT GWB TO BEUSED IN WET LOCATIONS &TILE BACKERBOARD FOR TILE SHOWERS(1) LAYER EACH SIDE1/2" GYPSUM BOARD ON2 x 4 FRAMING @ 16"O.C.(1) LAYER EACH SIDE1/2" GYPSUM BOARD ON2 x 6 FRAMING @ 16"O.C.3BG.W.B. ONE SIDE ONLY(1) LAYER EACH SIDE 5/8"GYPSUM BOARD ON2 x 6 FRAMING @ 16" O.C.1/2" GWB AT THIRD FLOOR(2) LAYER EACH SIDE 5/8"GYPSUM BOARD ON2 x 6 FRAMING @ 16" O.C.LOAD-BEARING 2 x 6 STUD WALL1 HR RATING : UL U305BLOCK WALL WITHMETAL FURRING8" CMU WALL7/8" STL FURRING5/8" GWB4B2 LAYERS GWB ONE SIDE ONLY8ASHEAR WALL - 1 HOUR RATING(1) LAYER EACH SIDE 5/8"GYPSUM BOARD ON2 x 6 FRAMING @ 16" O.C.2C1/2" PLY. ONE SIDE ONLY5BLOAD-BEARING 2 x 6 STUD WALL1 HR RATING STC 50: UL U311w/ 1/2" RESILIENT CHANNELS@ 24" O.C. (1) SIDE - FILLSTUD CAVITIES w/ 3" MINERALFIBER INSUL., 2.0 OR 2.3 p.c.f.INTERIOR WALL 2 x 6 STUD2 HR RATING, STC 50: UL U3446Bw/ 1/2" RESILIENT CHANNELS@ 24" O.C. (1) SIDE - FILLSTUD CAVITIES w/ 3" MINERALFIBER INSUL., 2.0 OR 2.3 p.c.f.1/2" PLYWOOD ONE SIDEONLY - SEE STRUCTURALDRAWINGS1C(2) LAYERS 5/8" G.W.B.ONE SIDE ONLY8BSHEAR WALL -1 HR RATING, STC 50ADD 1/2" RESILIENT CHANNELS ONE SIDE (OPPOSITEPLYWD) & 3" MINERAL FIBER INSUL. 2.0 OR 2/3 p.c.f.8CSHEAR WALL -2 HR RATING, STC 50SAME AS 8B BUT WITH (2) LAYERS 5/8" G.W.B.EACH SIDEUL DESIGN U344(1) LAYER EACH SIDE5/8" GYPSUM BOARD1/2" PLYWD AT FIRSTFLOOR SHEAR WALLS ON2 x 6 FRAMING @ 16" O.C:UL U344KUHN 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 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10As indicated2/10/2014 11:32:29 AM11-08-13AuthorTHIRD FLOOR PLANA1.4PERMIT SET 02/10/1413032 1/4" = 1'-0"1THIRD FLOOR 3/4" = 1'-0"INTERIOR PARTITION LEGENDRev. No. Description Date
34FGCB4" / 12"3" / 12"6" / 12"6" / 12"6" / 12"54.821AHDE1.8D.1C1A3.11A3.3D1A3.21A3.46DOWNSPOUT TYPICE AND WATER SHIELD36" ALL EAVES, RAKES AND VALLEYSICE AND WATER SHIELD36" ALL EAVES, RAKES AND VALLEYSICE AND WATER SHIELD VERTICALFACES OF ELEVATOR CHIMNEY VENTALUMINU, GUTTER AND DOWNSPOUT, TYPALUMINUM VEXT CAPBALCONY BELOWW3-n PV ARRAYW1-s PV ARRAYW2-s PV ARRAYW3-s PV ARRAYW2-n3' - 6 1/2"W1-nPARTIAL PV ARRAY4" / 12"PLUMBING VENTS4.5KUHN 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 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10 1/4" = 1'-0"2/10/2014 11:32:29 AM11-08-13AuthorROOF PLANA1.5PERMIT SET 02/10/1413032 1/4" = 1'-0"1ROOF PLANRev. No. Description Date
FIRST FLOOR225' - 3"SECOND FLOOR235' - 3"THIRD FLOOR245' - 3"EBUILT UP FC FASCIA TRIMFIBER CEMENT PANEL BOARD WITH 1X3 BATTENSDECORATIVE FC FRIEZE BOARDASPHALT SHINGLE ROOF - TYPICALBUILT UP FC FASCIA TRIMPAINTED BRACKETFC FRIEZE BOARD13" WIDE PANEL BOARD WITH METALZ-FLASHING AND ALUM CORNER BEAD5/4 X 10 FC TRIM BAND FC LAP SIDING WITH 6" EXPOSUREAND ALUMINUM CORNER CLIPS5/4 X 12 MUD BOARD5/4X6 FC WINDOW CASINGBUILT UP PAINTED MDO COLUMNSALUMINUM STORE FRONT ENTRY(MARVIN OR EQ ALTERNATE)HRV-INDRIP CAPBUILT UP FC FASCIAELEVATOR VENT BEYOND13" WIDE PANEL BOARD WITH METALZ-FLASHING AND ALUM CORNER BEADDEEDEEDEDDBBDDDCCCCCC101GUTTERALUMINUM GUTTER AND DOWNSPOUT TYP.SEE ROOF PLAN3 1/2"11 1/4"1X4 GABLE TRIMDOWNSPOUTSEE DRAWING B1/A3.6 FOR TYP. SILLAND JAMB DETAILS AT THIRD FLOORUNITSFIRST FLOOR225' - 3"A3.7D5FC SOFFIT ANDBATTENSALUM STORE FRONT(MARVIN OR EQ ALTERNATE)5/4X6FC TRIM, TYPFC BEAM CASINGT.O. STEEL224' - 0 3/4"GARAGE215' - 9"OPEN6' - 8"8' - 2 1/2"±(5' - 5 1/4" R.O.)5' - 4" FACE OF GYP. BD. TO GYP. BD.2X2 HARDWARECLOTH3' - 0"SITE BUILT DOORWITH HARDWARECLOTH INFILLDIAGONAL BRACEAS REQ'D.NOTE: PROVIDE(3) STRAP HINGES(1) PULL(1) HASPFOR EACH DOOR424226624226624245' - 4"1x STOP1x SCREENSTOPDBL. STUD @CENTER JAMB1x SCREENSTOPWRAP 5/8" GYP.BD. AROUNDJAMBS ANDHEAD ASSHOWN TOMAINTAIN 60MIN. PARTITIONFIRE RATING5/8" GYP. BD. BOTH SIDES WITH(1) LAYER 1/2" CDX PLY ON 2x6FRAMING @ 16" O.C.2x SITE BUILT DOOR ASSEMBLYSCREEN1x SCREEN STOPNOTES:•RETURN 5/8" GYPSUM BOARD IN OPENINGS @ JAMBAND HEAD AS SHOWN•PROVIDE (3) STRAP HINGES - (1) PULL & (1) PADLOCKHASP FOR OWNER SUPPLIED PADLOCK @ EACHSTORAGE ROOM DOOR•SCREEN TO BE HARDWARE CLOTH OR CHICKEN WIREAS SELECTED BY DEVELOPER•PROVIDE SOLID BLOCKING @ TOP OF ASSEMBLYABOVE GYPSUM BOARD CEILING.•ALL WOOD IN CONTACT WITH MASONRY TO BEPRESSURE TREATEDDOOR PULL1x DOOR STOPKUHN 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 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10As indicated2/10/2014 11:32:32 AM11-08-13AuthorEAST ELEVATIONA2.1PERMIT SET 02/10/1413032 1/4" = 1'-0"1EAST ELEVATION 1/4" = 1'-0"D4PORCH SECTION 1 1/2" = 1'-0"D1TYP. GARAGE LEVEL STORAGE RM.ENTRANCE 3" = 1'-0"D2Callout of GARAGE LEVELRev. No. Description DatePV ARRAYPV ARRAY
FIRST FLOOR225' - 3"SECOND FLOOR235' - 3"THIRD FLOOR245' - 3"GARAGE215' - 9"BUILT UP FC FASCIA TRIMFIBER CEMENT PANEL BOARD WITH 1X3 BATTENSDECORATIVE FC FRIEZE BOARDASPHALT SHINGLE ROOFBUILT UP FC FASCIA TRIMPAINTED BRACKETFC FRIEZE BOARD16" WIDE PANEL BOARD WITH METALZ-FLASHING AND ALUM CORNER BEAD5/4 X 10 FC TRIM BANDFC LAP SIDING WITH 6" EXPOSURE ANDALUMINUM CORNER CLIPS5/4 X 12 MUD BOARD5/4X6 FC WINDOW CASINGFC PANEL AND 1X6 TRIM BOARDSAT GARAGE DOORS, TYPFIBER CEMENT LAP SIDING WITH 6" EXPOSUREELEVATOR VENT LOUVERMETAL BALCONY WITH COMPOSITET&G DECK AND METAL RAILMETAL BALCONY SUPPORT BRACKETSTRAP HUNG CANOPY ROOF WITHDECORATIVE BEAM AND BRACKETSSEE STRRHSEE SITE DRAWINGS FOR SITE WALLSPANELD GARAGE DOORFIBER CEMENT PANELS1x FIBER CEMENT TRIMSITE WALL - SEE SITE DRAWINGS5/4 MOUNTING BLOCKS FOR BALCONY SUPPORTSEEEFFFCCCCAAFFFEEEC007011012010009008E-13D-13F-13A-15B-15C-150131X TRIM BOARD AT BAND JOIST BOXALUMINUM GUTTER AND DOWNSPOUT TYP.SEE ROOF PLANHORIZ "Z" FLG5/4X5 FC TRIMWITH CAP FLGPLUMBING VENTSPV ARRAYPV ARRAYKUHN 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 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10 1/4" = 1'-0"2/10/2014 11:32:34 AM11-08-13AuthorWEST ELEVATIONA2.2PERMIT SET 02/10/1413032 1/4" = 1'-0"1WEST ELEVATIONRev. No. Description Date
FIRST FLOOR225' - 3"SECOND FLOOR235' - 3"THIRD FLOOR245' - 3"GARAGE215' - 9"FIBER CEMENT PANEL BOARD WITH 1X3 BATTENS13" WIDE PANEL BOARD WITH METALZ-FLASHING AND ALUM CORNER BEADFC PANEL AND 1X6 TRIM BOARDSSIM TO GARAGE DOORS, TYPCANOPY WITH DECORATIVE BEAM AND BRACKETSMETAL BALCONYMETAL SUPPORT COLUMN5/4 X 12 MUD BOARDCONCRETE WALLFC LAP SIDING WITH 6" EXP.AND ALUMINUM CORNER CLIPSGAS METERSELEC. METERSPARLORSTOVEVENTPARLORSTOVEVENTEDEEDEEBEHRV FRESH AIRHRV EXHAUSTHORIZ "Z" FLGHORIZ "Z" FLG1X6 FC TRIM WITH CAP FLGDR / HW / HRV OUTDR / HW / HRV OUTDR / HRV OUTKUHN 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 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10 1/4" = 1'-0"2/10/2014 11:32:35 AM11-08-13AuthorNORTH ELEVATIONA2.3PERMIT SET 02/10/1413032 1/4" = 1'-0"1NORTH ELEVATIONRev. No. Description Date
FIRST FLOOR225' - 3"SECOND FLOOR235' - 3"THIRD FLOOR245' - 3"GARAGE215' - 9"PV ARRAYSEE SITE DRAWINGS FOR SITE WALLS AND RAILINGSSTEEL BALCONY SUPPORTSEE STRSUPPORT BRACKETSSEE STRMETAL RAILING ASSEMBLYT&G COMPOSITE DECKINGBASEMENT EGRESS DOOR4x4 PAINTED WOOD BRACKETSPARLORSTOVEVENTEDEEDEEDEFC PANEL AND 1X6 TRIM BOARDSSIM TO GARAGE DOORS, TYPHRV EXHAUST AIRHRV FRESH AIRDR / HW / HRV OUTDR / HRV OUTDR / HW / HRV OUTAREA WAYCKUHN 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 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10 1/4" = 1'-0"2/10/2014 11:35:14 AM11-08-13AuthorSOUTH ELEVATIONA2.4PERMIT SET 02/10/1413032 1/4" = 1'-0"1SOUTH ELEVATIONRev. No.DescriptionDate
FIRST FLOOR225' - 3"SECOND FLOOR235' - 3"THIRD FLOOR245' - 3"GARAGE215' - 9"T.O. Footing215' - 2"TOP OF WALL224' - 8 1/4"3rd Floor T.O.W.254' - 3"3454.821Heel255' - 9"A3.6D46A3.52simLOW CLEARANCEGARAGE DOOR OPENERAND DOOR TRACKSHOCK MOUNT OPENERVERIFY MOUNTING HT IN FIELDLVL SUPPORT BEAM2X10 BEAMS TOSUPPORT OPENERA3.1A4BEARING/SHEARWALL-SEESTRUCTURALDRAWINGSBEARING/SHEARWALL -SEESTRUCTURALDRAWINGSSTEEL BEAMHAUNCH SLAB BELOWBEARING/SHEAR WALLS - SEESTRUCTURAL DRAWINGSLVL HEADER AT BALCONY DOORS - SEE STRUCTURAL DRAWINGSSTEEL SUPPORT BEAM-SEE STRUCTURAL DRAWINGSWOOD FLOORTRUSSES - TYP.FLOOR ASSEMBLIES AT DWELLINGAREAS TO HAVE MINIMUM 1/2 HOURFIRE SEPARATION RATING AND AMINIMUM S.T.C. AND I.I.C. RATING 0F 50- SEE D4/A3.6 FOR ASSEMBLY DETAILSWOOD ROOF TRUSSES - TYPICAL U.O.N.R-30 WALL INSULATION TYP. - SEEDRAWING D4/A3.6 FOR DETAILR-60 ATTIC INSULATION TYP. - SEEDRAWING A2/A3.6 FOR DETAILINSULATED WINDOW HEADER, SIZEVARIES - SEE STRUCTURAL DRAWINGSCLOSED-CELL SPRAY-FOAMINSULATION AT ALL FLOOR BANDS -TYP.STEEL AND WOOD-FRAMEDBALCONIES- SEE SHEET A3.5 FORDETAILSDROPPEDCEILING - SEESHEET A5.1DROPPED SOFFIT THIS LOCATION -PROVIDE DRAFT-STOPPING INACCORDANCE WITH I.B.C.2009 SECTION717.2.1 EVERY 20' - DRAFT-STOPPINGTYP. AT ALL SOFFITSR-33 FLOOR INSULATION OVER UN-CONDITIONED GARAGE LEVEL SPACEBEARING/SHEARWALL -SEESTRUCTURALDRAWINGSBEARING/SHEARWALL -SEESTRUCTURALDRAWINGSBEARING/SHEARWALL -SEESTRUCTURALDRAWINGS50' - 8"8' - 4"40' - 8"1' - 8"TYPICAL THIRD FLOOR LEVEL 1 HR RATEDCEILING ASSEMBLY UL R3501:5/8" TYPE C G.W.B. ON 1/2" RESILIENTCHANNELS @ 12" O.C.4.5A3.7C1simEXTEND 5/8 GWB AT UNDERSIDE OF FLOOR JOISTTHROUGHOUT DROPPEDCEILING AREAS TYPICALFIRST FLOOR225' - 3"3TYPICAL FLOOR ASSEMBLYSOUND ISOLATION TAPEACOUSTIC SEALANT UNDER TAPE(2) LAYERS 5/8" TYPE C G.W.B.1x3 FURRING STRIPS @ 16" O.C.STEEL SUPPORT BEAM2x6 PLATE ANCHORED TO BEAMC2V.I.F.2' - 0"FIBERCEMENT BOARD PANEL ONCOATED, INSULATED SHEATHINGFIBERCEMENT 1x TRIMPT'D FIBERCEMENT GARAGE DOORJAMB - NOTE: DEPTH OF JAMB TO BEDETERMINED BY FINAL LOCATION OFGARAGE DOOR TRACK ASDETERMINED BY STEEL BEAM ABOVE2x6 SOLID BLOCKING FOR GARAGEDOOR TRACK2x WALL FRAMING AT CONC. PLINTH -ALIGN OUTSIDE FACE OF G.W.B. w/FACE OF CONC. PLINTHEDGE OF CONC. PLINTH BELOW(DASHED)(1) LAYER TYPE X 5/8" G.W.B. -RETURN GYPSUM TO INSIDE FACE OFPLYWOOD SHEATHING FOR FIREPROTECTION (TYP. BOTH SIDES)6"STEEL COLUMN - SEE STRUCTURALDRAWINGS FOR BEARING PLATE/CONC. PLINTH CONNECTIONSV.I.F.FIRST FLOOR225' - 3"TOP OF WALL224' - 8 1/4"6"4"1/2"3 1/2"4 5 .0 0 °8" MIN.2 1/2"1x TRIM WITH SLOPED TOP AS SHOWNSET TOP OF TRIM 2 1/2" ABOVE 1st FLOOR ELEV.SCRIBE BOTTOM TTO SLOPED SLABEXTEND 1x TO EDGE OF SLAB AND INTERUPT @ DOORCONT. 1" DEEP x 3/8" WIDE SLOT TO RECEIVE FLASHINGCAST IN SLAB ALONG WALLS ADJACENT TO SLABRETURN TO DOOR OPENING @ EACH SIDE OF R.O.ALUM. THRESHOLDSELF ADHESIVE WATERPROOF MEMBRANEEXTEND UP FOUNDATION WALL AS SHOWNLAP DOWN WALL 8" MIN. BELOW SLAB SHELF4" CONCRETE SLAB ON COMPACTEDGRANULAR FILL - SLOPE AWAY FROMENTRY @ 1/4" PER FOOTSEALANT ON 1/2" EXPANSION FILLER6"SCHEDULED FLOORING ON3/4" PLYWOOD DECK OVER2x8 FRAMING @ 16" O.C.2x6 PRESSURE TREATEDWOOD PLATE SECURED TOFOUNDATION WALL WITH1/2"ø GALV. ANCHOR BOLTSTYPICAL BASEMENTINTERIOR WALL ASSEMBLYNOTE: SEE STRUCTURAL DRAWINGSFOR SLAB AND WALL REINFORCMENT4.5FIRST FLOOR225' - 3"TOP OF WALL224' - 8 1/4"6"4"1/2"3 1/2"4 5 .0 0 °8" MIN.2 1/2"1x TRIM WITH SLOPED TOP AS SHOWNSET TOP OF TRIM 2 1/2" ABOVE 1st FLOOR ELEV.SCRIBE BOTTOM TTO SLOPED SLABEXTEND 1x TO EDGE OF SLAB AND INTERUPT @ DOORSELF ADHESIVE WATERPROOF MEMBRANEEXTEND UP FOUNDATION WALL TO TOP OF2x6 WALL PLATE AS SHOWN - LAP DOWNWALL 8" MIN. BELOW SLAB SHELF4" CONCRETE SLAB ON COMPACTEDGRANULAR FILL - SLOPE AWAY FROMENTRY @ 1/4" PER FOOT6"SCHEDULED FLOORING ON3/4" PLYWOOD DECK OVER2x8 FRAMING @ 16" O.C.2x6 PRESSURE TREATEDWOOD PLATE SECURED TOFOUNDATION WALL WITH1/2"ø GALV. ANCHOR BOLTSTYPICAL BASEMENTINTERIOR WALL ASSEMBLYNOTE: SEE STRUCTURAL DRAWINGSFOR SLAB AND WALL REINFORCMENTA3.1C42 1/2"3/8"1"16 OZ. COPPER FLASHING - SET IN SLOT IN SLAB ANDEXTEND UP SHEATHING MIN. OF 8" ABOVE 1ST.FLOOR - SEAL TOP TO SHEATHING WITH SHEATHINGMFR'S RECOMMENDED TAPEINSULATED SHEATHING1/2"1/2" EXPANSION FILLER4.51"3/8"SEALANTFOAM BACKUP16 OZ COPPER FLASHINGBEND TO FORM SPRING @BOTTOM & SECURE WITHLEAD WEDGES @ 12" O.C.1" DEEP x 3/8" WIDE SLOTCAST IN CONCRETE SLABLEAD WEDGES @ 12" O.C.EXTEND FLASHING UPSHEATHING & SET IN (2)CONT. SEALANT BEDSKUHN 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 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10As indicated2/10/2014 11:33:05 AM11-08-13AuthorBUILDING SECTIONSA3.1PERMIT SET 02/10/1413032 1/4" = 1'-0"C1BUILDING SECTION THROUGH UNITS ATBALCONYNOTE: ALL TRUSS PROFILES SHOWN IN ARCHITECT'SDRAWINGS ARE FOR DIAGRAMMATIC PURPOSES ONLY.FOR ANY AND ALL TRUSS INFORMATION SEE TRUSSMANUFACTURER'S DRAWINGS. 1 1/2" = 1'-0"A4DETAIL SECTION AT DROPPED STEELBEAM 1 1/2" = 1'-0"B4PLAN SECTION AT TYP. GARAGE DOOR 3" = 1'-0"D4SLAB DETAIL @ FRONT ENTRY DOOR 3" = 1'-0"D2SLAB DETAIL @ FRONT ENTRY 12" = 1'-0"C4FLASHING/SLOT DETAIL @ ENTRY SLABRev. No. Description Date1 Revision 1 Date 1
FIRST FLOOR225' - 3"SECOND FLOOR235' - 3"THIRD FLOOR245' - 3"GARAGE215' - 9"T.O. Footing215' - 2"TOP OF WALL224' - 8 1/4"3rd Floor T.O.W.254' - 3"34ELEVATOROVER-RIDE257' - 3"54.8211.8Heel255' - 9"A3.7C2A3.7C1A3.8C1A3.8D4A3.8C46A7.22A7.21A3.6D1ELEVATOR OVER-RIDE12' - 0"A3.8B4TYPICAL 2-HOUR CEILINGMEMBRANE (I-STUD SHAFTWALLSYSTEM):-2 1/2" STEEL I-JOISTS (MIN. .020"THICKNESS) @ 24" O.C. w/ 1"FIRE-SHIELD SHAFTLINERPANELS-(2) LAYERS 1/2" FIRE-SHIELD CGYPSUM BOARD-PROVIDE 2 1/2" J-CHANNELSUPPORT AT CEILINGPERIMETER2x ROOF FRAMING - SEESTRUCTURALS DRAWINGS2x6 CEILING FRAMING - USEJOIST HANGERS AT LVL BEAMAND SISTER TO ROOF FRAMINGBUILT-UP LVL BEAM - SEESTRUCTURAL DRAWINGSELEVATOR HOISTWAY VENT CAPw/ INTEGRAL SMOKE DAMPERTYPICAL 2-HOUR CEILINGMEMBRANE (I-STUDSHAFTWALL SYSTEM)2-HOUR RATED ELEVATORHOISTWAY CAP -SEEASSEMBLY NOTES THISDRAWINGPROVIDE (2) LAYERS R-30FIBERGLASS INSULATIONOVER HOISTWAY CAPTYP. WOOD-FRAMED STAIRSAND LANDINGS:-RUBBER FINISH-3/4" T&G PLYWOOD SUBFLOOR-2x8 FRAMING AT LANDINGS w/ (4)2x12 STRINGERS PER STAIR RUN- PROVIDE SLOPE RISERS-1/2" G.W.B. CEILINGNOTE: STAIR STRUCTURE TOBEAR ON STAIR SHAFT WALLS.SEE STRUCTURAL DRAWINGSFOR TYPICAL LEDGER DETAILTYPICAL 2-HOUR CEILINGMEMBRANE (I-STUD SHAFTWALLSYSTEM)SEE ASSEMBLY NOTE THISDRAWINGWOOD ROOF TRUSSES - TYP.4" 12"ELEV.MACHINE RM.TYPICAL 2-HOUR CEILINGMEMBRANE (I-STUD SHAFTWALLSYSTEM) @ ELEVATOR MACHINERM.SEE ASSEMBLY NOTE THISDRAWINGTYPICAL LOBBY FLOOR/CEILINGASSEMBLY:- TILE FINISHED FLOOR-1/2" CEMENT BOARDUNDERLAYMENT-3/4" T&G PLYWOOD SUB-FLOOR-2x8 FLOOR JOISTS @ 16" O.C.-1/2" RESILIENT CHANNELS-3 1/2" ACOUSTIC INSULATION INJOIST BAYS-5/8" G.W.B.ATTIC INSULATION - SEEDRAWING D2/A3.6PROVIDE 3" CONT. RIGID XPSINSULATION AT PERIMETER OFELEV. HOISTWAY WALLS -ATTACH TO WALLS w/ COST.ADHESIVE AND Z-FURRING -COVER w/ 1/2" G.W.B.10' - 0"10' - 0"9' - 6"1' - 6"9' - 0"11"12"A7.23Sim2x KNEE-WALL FROM T.O. LVLBEAM TO B.O. 2x ROOF FRAMINGT.O. MASONRY258' - 5"42' - 8"KNEE-WALL FROM T.O.MASONRY TO B.O. 2x ROOFFRAMING2x ROOF FRAMING - SEESTRUCTURAL DRAWINGS4.5FIRST FLOOR225' - 3"SECOND FLOOR235' - 3"GARAGE215' - 9"ED.18C4ATYPICAL LOBBY FLOORASSEMBLY- SEE DRAWING D1/A3/22-HOUR RATED CEILINGMEMBRANE AT STAIR ENCLOSURE- SEE DRAWING D1/A3/2TYPICAL LOBBY FLOOR/CEILINGASSEMBLY- SEE DRAWING D1/A3/2TYPICAL WOOD-FRAMED STAIRSAND LANDINGS-SEE DRAWING D1/A3.2PROVIDE CONT. SOLID BLOCKINGTO SUPPORT INTERMEDIATELANDINGNOTE: ALL STAIR SHAFT WALLS TOBE CONTINUOUS 2-HOUR RATEDASSEMBLIES. PROVIDE (2) LAYERS5/8" CEMENT BOARD AT ALL STAIRLANDING AND FLOOR LEDGERS -SEE DRAWING 3/A7.2 FOR DETAIL(4) 2x12 STAIR STRINGERS PERSTAIR RUN - TYP.A3.2C4A7.23Sim8CFIRST FLOOR225' - 3"E8C1/2" PLYWOOD SHEAR PANEL -SEE STRUCTURAL DRAWINGS2x8 LEDGER SECURED TO WALLFRAMING w/ (2) LEDGERLOKSCREWS @ 16" O.C.(2) LAYERS 5/8" G.W.B. EACHSIDETYPICAL FLOOR ASSEMBLY -SEE DRAWING D4/A3.6(2) LAYERS 5/8" CEMENT BOARDBETWEEN LEDGER ANDSTRUCTURAL FRAMING - TYP.1/2" RESILIENT CHANNELS @24" O.C.3" MINERAL FIBER INSULATIONE(2) LAYERS 5/8" G.W.B.1/2" PLYWOOD SHEAR PANEL -SEE STRUCTURAL DRAWINGS2x6 WOOD STUDS @ 16" O.C.3" MINERAL FIBER INSULATIONCMU ELEVATOR HOISTWAYSHAFT WALL5/8" G.W.B. ON 7/8" MTL.FURRING(2) LAYERS 5/8" G.W.B.2x4 WOOD STUDS @ 16" O.C.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10As indicated2/10/2014 11:33:10 AM11-08-13BHBUILDING SECTIONSA3.2PERMIT SET 02/10/1413032 1/4" = 1'-0"D1BUILDING SECTION 4 1/4" = 1'-0"B4GARAGE STAIR SECTION 1 1 1/2" = 1'-0"C4STAIR WALL DETAIL AT FLOORASSEMBLYNOTE: ALL TRUSS PROFILES SHOWN IN ARCHITECT'SDRAWINGS ARE FOR DIAGRAMMATIC PURPOSES ONLY.FOR ANY AND ALL TRUSS INFORMATION SEE TRUSSMANUFACTURER'S DRAWINGS. 1 1/2" = 1'-0"D4PLAN SECTION AT STAIR/ELEVATORSHAFT WALL INTERSECTIONRev. No. Description Date
FIRST FLOOR225' - 3"SECOND FLOOR235' - 3"THIRD FLOOR245' - 3"GARAGE215' - 9"T.O. Footing215' - 2"TOP OF WALL224' - 8 1/4"3rd Floor T.O.W.254' - 3"3454.8211.8Heel255' - 9"A3.7D2A3.7D164.5BEARING/SHEARWALL -SEESTRUCTRUALDRAWINGSBEARING/SHEARWALL -SEESTRUCTRUALDRAWINGSA3.7D2simOPP HANDDEFLECTION CLIPS ATTOP OF NON LOADBEARINGWALLS, TYP AT THIRDFLOOR. SEE STRKUHN 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 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10 1/4" = 1'-0"2/10/2014 11:33:36 AM11-08-13AuthorBUILDING SECTIONSA3.3PERMIT SET 02/10/1413032 1/4" = 1'-0"1BUILDING SECTION 3NOTE: ALL TRUSS PROFILES SHOWN IN ARCHITECT'SDRAWINGS ARE FOR DIAGRAMMATIC PURPOSES ONLY.FOR ANY AND ALL TRUSS INFORMATION SEE TRUSSMANUFACTURER'S DRAWINGS.Rev. No. Description Date1 Revision 1 Date 1
FIRST FLOOR225' - 3"SECOND FLOOR235' - 3"THIRD FLOOR245' - 3"GARAGE215' - 9"T.O. Footing215' - 2"TOP OF WALL224' - 8 1/4"3rd Floor T.O.W.254' - 3"FGCBAHDED.1B.1F.9Heel255' - 9"A3.7D46 3/4"A3.8D1GARAGE DOOR OPENERATTACHED TO (2) 2X10SHOCK MOUNTED8' - 0" CL.1' - 0"BOX-OUTDROPPED LVLBEAM ANDWRAP w/ (1)LAYER TYPE XG.W.B.CLEAR MIN.7' - 6"TYP. 2 HR.CEILINGMEMBRANEBELOW LEVELOF DROPPEDLVL BEAMWRAP LVLBEAM w/ (2)LAYERS G.W.B.3"= OFFSET OFCENTERLINE OFBEAM FROM GRIDLINE D.1- TYP.FUR -DOWN w/ 2xFURRING STRIPSTHEN PROVIDE TYP.THIRD FLOORCEILING ASSEMBLY5' - 2 1/2"FULL HTBEARING/SHEARWALLS -SEESTRUCTRUALDRAWINGSDROPPED GWBCLG, TYPDROPPED GWBCLG, TYPDROPPED GWBCLG, TYPT.O. STEEL224' - 0 3/4"EXTEND 5/8 GWB AT UNDERSIDE OF FLOOR JOISTTHROUGHOUT DROPPEDCEILING AREAS TYPICALKUHN 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 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10 1/4" = 1'-0"2/10/2014 11:33:39 AM11-08-13AuthorBUILDING SECTIONSA3.4PERMIT SET 02/10/1413032 1/4" = 1'-0"1BUILDING SECTION 5NOTE: ALL TRUSS PROFILES SHOWN IN ARCHITECT'SDRAWINGS ARE FOR DIAGRAMMATIC PURPOSES ONLY.FOR ANY AND ALL TRUSS INFORMATION SEE TRUSSMANUFACTURER'S DRAWINGS.Rev. No. Description Date1 Revision 1 Date 1DEFLECTION CLIPS ATTOP OF NON LOADBEARINGWALLS, TYP ATTHIRDFLOORSEE STR
A3.541 1/2" X 1/2" TOP AND BOTTOM RAIL10" STEEL CHANNEL3/4" SQUARE CONTINUOUS BALUSTER2X2 SQUARE TOP RAIL AND POST, TYP1/2" SQUARE BALUSTER2X4 STEEL TUBE COLUMNBOLTED TO CHANNEL2X8 PT DECK JOISTHUNG FROM CHANNEL WITH2X10 LEDGER2X4 TUBE STEEL BRACKETBOLTED TO CHANNELAND PRIMARY STRUCTURE WITH WELDED MOUNTINGPLATESCOMPOSITE DECKINGSTEEL GUARDRAILSLOPE STRUCTURE TO DRAIN5/4 x 2 SCREEN CEILNG 2 1/2" OCTUBE STEEL BRACKETWELDED MOUNTING PLATETHROUGH BOLTED TO LVL POST.CONTINUOUS LVL POSTBRACKET SUPPORTREMOVE RIGID INSULATIONFROM SHEATHING ATBRACKET SUPPORT BLOVKINGBACK TO POST2" CLOSED CELL FOAMSPRAY FOAM AROUND COLUMN TOMAINTAIN THERMAL BREAK1' - 6"WOOD TRIMTHROUGH BOLTS, SEE STR.7"BRACKET SUPOR POSTSEE STRUC2x2 HORIZONTAL AND VERTICAL TUBE STEEL1/2" X 1/2" STEEL BALUSTERS3/4" FULL HEIGHT STEEL BALUSTERAT CORNERSNOT TO EXCEED 4"CLEAR SPACINGTYP2X2 STEEL TUBE RAILS1/2" SQUARE BALUSTERS3/4" SQUARE CORNER BALUSTER1 1/2" 1/2" FLAT STOCK TOP AND BOTTOM RAILKUHN 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 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10As indicated2/10/2014 11:33:40 AM11-08-13AuthorBALCONY DETAILSA3.5PERMIT SET 02/10/1413032 1" = 1'-0"1BALCONY 1" = 1'-0"2BALCONY SECTION 3" = 1'-0"3Balcony Bracked Plan Detail 3" = 1'-0"4BALCONY RAIL DETAIL 3" = 1'-0"5Balcont Rail Plan DetailRev. No. Description Date
FIRST FLOOR225' - 3"SECOND FLOOR235' - 3"THIRD FLOOR245' - 3"GARAGE215' - 9"TOP OF WALL224' - 8 1/4"3rd Floor T.O.W.254' - 3"54.8A3.6D2TYPICAL ROOF ASSEMBLY•ASPHALT SHINGLES ON ROOFUNDERLAYMENT•SELF ADHESIVE WATERPROOFMEMBRANE @ EAVES - ROOFINTERSECTIONS AND ALLPENETRATIONS - EXTEND UPROOF 30" PAST INSIDE FACE OFEXTERIOR WALLS•5/8" PLYWOOD SHEATHING•WOOD TRUSSES @ 24" O.C.INSULATION BAFFLEA3.6A2TRIPLE GLASED DOUBLE HUNG WINDOWPELLA 350 SERIESPAINTED 5/16" CEMENT BOARD SIDING ON3/4" FURRING @ 16" O.C.PAINTED ALUMINUM CAP FLASHING5/4x6 FIBER CEMENT OR BORALTRIMTRIPLE GLASED DOUBLE HUNG WINDOWPELLA 350 SERIES OR EQUALTYPICAL FLOOR ASSEMBLY•SCHEDULED FLOORING•1/4" RESILIENT SOUND MAT•3/4" PLYWOOD DECKING•12" OPEN WEB WOOD FLOOR TRUSSES•6" SOUND INSULATION SECURED TO UNDERSIDEOF DECK•7/8" FURRING CHANNELS @ 16" O.C. IN KINETICSWAVE HANGERS•(2) LAYERS 5/8" TYPE C GYPSUM BOARDFIBER CEMENT LAP SIDING WITH 6"EXPOSURE ON INSULATED COATEDSHEATHING - TAPE JOINTS AS PERSHEATHING MFR'S RECOMMENDATIONSMETAL SIDING CORNERS PAINTEDTO MATCH SIDING1/2" GYPSUM BOARD ON 2x6 WOOD FRAMING @ 16"O.C. - FILL STUD CAVITIES WITH DENSE PACKCELLULOSESCHEDULED BASESCHEDULED INTERIOR WINDOW TRIM5/4x12 FC OR BORAL SKIRTBOARDPREFINISHED METAL FLASHINGCONCRETE FOUNDATION WALLPERIMETER FOOTING DRAINPARGE TOP OF FOOTING TO PROVIDEPOSITIVE SLOPE TO DRAIN4" CONCRETE SLAB ON 15 MIL VAPORRETARDER OVER 2" RIGID INSULATION ON12" COMPACTED GRANULAR FILLTOP CHORD HUNGWOOD FLOOR TRUSS2" RIGID INSULATION/TAPE JNTS"Z" CHANNEL1/2" WATER RES. GWBCLOSED CELL FOAM INSULPROVIDE 2" CLOSED CELL FOAM INSUL TO OUTSIDE1' - 0"1 11/32"11 1/4"9 1/4"A3.6B1PROVIDE LOOSE-FILLMINERAL WOOLINSULATION IN FIRSTFLOOR CAVITY4.5THIRD FLOOR245' - 3"5/16" CEMENT BOARD SIDING ON 3/4"FURRING STRIPS @ 16" O.C.COATED INSULATED SHEATHING1/2" SHEATHING BONDED TO 1"RIGID INSULATION - TAPE SEAMSWATER & AIR TIGHT AS PERMFR'S RECOMMENDATIONSCONT. COR-A-VENT SV-5 SIDING VENTPREFINISHED METAL FLASHING7/16" x 2 1/2" FIBER CEMENTHORIZ. BATTEN5/4x10 CEMENT BOARD ORBORAL TRIM7/16" CEMENT BOARD LAP SIDINGWITH 6" EXPOSURE1/2" PLYWOOD SPACERSEALANTPREFINISHED METAL FLASHINGTAPE TO SHEATHING AS PERSHEATHING MFR'SRECOMMENDATIONS5/4x6 FIBER CEMENT OR BORALWINDOW TRIM11 1/4" LVL HEADERSEE HEADER SCHEDULETRIPLE GLAZED DOUBLE HUNGWINDOW - PELLA 350 SERIESSEALANT ON FOAM BACKUPRIGID INSULATION @ HEADERSCHEDULED WINDOW TRIMACOUSTIC SEALANT UNDER TAPE5/8" GYPSUM BOARDSOUND ISOLATION TAPE4" MIN. CLOSED CELL FOAM @RIM JOISTSCELLULOSE INSULATION WITHCLOSED CELL FLASH COAT3rd Floor T.O.W.254' - 3"54.8Heel255' - 9"TYPICAL ROOF ASSEMBLYMETAL DRIP EDGE1x3 TRIM5/4x10 FASCIA TRIM1/4" VENTED CEMENT BOARDSOFFIT3/4" X 2 1/2" CEMENTBOARD HORIZ. BATTEN5/4x8 TRIM3/4" X 2 1/2" CEMENTBOARD HORIZ. BATTEN5/4x12 TRIM1/2" MDO PLYWOOD SOFFIT@ RECESSES (F.C. ALT)METAL FLASHING5/16" CEMENT BOARDINSULATION BAFFLE18" MIN. CELLULOSE INSULATIONON FLASH COAT OF CLOSED CELLSPRAY FOAM - EXTEND FOAM UP @PERIMETER AS SHOWNSOFFIT FRAMING2 1/2"1' - 6"2 1/2"4 1/4"2 1/2"10 3/4"GARAGE215' - 9"18"5 1/2"4 1/2"2"1"1' - 6"4 1/2"8"4"2"TYP WALL WITH B AND B SIDINGCONC STEM, SEE STRPTD WOOD CAP5/8" GWBPT WD BASERIGID INSUL4.85/16" CEMENT BOARD SIDING ON 3/4"FURRING STRIPS @ 16" O.C.COATED INSULATED SHEATHING1/2" SHEATHING BONDED TO 1"RIGID INSULATION - TAPE SEAMSWATER & AIR TIGHT AS PERMFR'S RECOMMENDATIONSCOATED ALUMINUM J-BEAD - TYP. ATTHIRD FLOOR WINDOW SILL ANDJAMBSSEALANT ON FOAM BACKUPTRIPPLE-GLAZED PELLA 350DOUBLE-HUNG WINDOWKUHN 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 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10As indicated2/10/2014 11:33:54 AM11-08-13twhWALL SECTIONS AND DETAILSA3.6PERMIT SET 02/10/1413032 3/4" = 1'-0"D4TYPICAL WALL SECTION 3" = 1'-0"D2FLOOR - WALL DETAIL @ 3RD FLOOR 1 1/2" = 1'-0"A2EAVE DETAIL 1 1/2" = 1'-0"D1BACK DOOR FND DETAIL 3" = 1'-0"B1THIRD FLOOR WINDOW SILL/JAMBDETAILNOTE: ALL TRUSS PROFILES SHOWN IN ARCHITECT'SDRAWINGS ARE FOR DIAGRAMMATIC PURPOSES ONLY.FOR ANY AND ALL TRUSS INFORMATION SEE TRUSSMANUFACTURER'S DRAWINGS.PROVIDE DRAFT-STOPPING AT ALL SOFFITS EVERY 20'-0"HORIZONTALLY IN ACCORDANCE WITH I.B.C.2009 SECTION717.2.1Rev. No. Description Date
FIRST FLOOR225' - 3"SECOND FLOOR235' - 3"TOP OF WALL224' - 8 1/4"4.866"4 1/4"10 1/4"11 1/4"1"15/16"8' - 7 1/4"1' - 2 3/4"FRONT PORCH TRUSSPTD BEAM CASINGFC SOFFITSTRUCTURAL POSTDECORATIVE COLUMNPOST BASE ANCHOR11 1/4"1"5/4X12 PTD FREIZE BRD WITH CAP BEAD1' - 2 1/2"8' - 4"2 1/4"6"6"4"1' - 0"8" MIN.A3.1D4A3.1D2AT ENTRY DOORAT SOLID WALL4" CONCRETE SLAB ONCOMPACTED GRANULAR FILLSEE STRUCTURAL DRAWINGS FOR REINFORCENT DETAILS4.513' - 10"DECORATIVEPAINTED FIRBRACKET ANDBEAMHUNG WOOD ASSEMBLY4"FC SOFFITAND BATTENS7 1/4"3 1/2"5 1/2"DECORATIVE PEGGEDKICK BLOCK7 1/4"2' - 8"36.43°2' - 4"3 1/2"21.811 5/16"9 1/4"2 1/2"1' - 8"TYP INSULATED WALL AND FLOOR ASSEMBLEYTYPMUDBRDGARAGE BAYFASCIA TRIMMTL FLGPLYWD AND'FC SOFFITWITH BATTENSFC BATTENFC GARAGEDOOR TRIMGARAGE DOORMOUNT AS REQ'DFOR TRACK TOCLEAR BOXED-OUTSTEEL BEAMG.C. TOCOORDINATE DEPTHOF JAMB S REQ'DINTERIOR WD TRIMCLOSED CELL AND CELULOSEINSULATIONROCK WOOLINSULBLOCKING DAMT.O. STEEL224' - 0 3/4"3/4"1' - 0"1 1/2"3rd Floor T.O.W.254' - 3"21.82 1/2"1' - 0"2 1/2"4 1/4"2 1/2"10 3/4"LVL HEADER, SEE STR.GWB SOFFIT6 5/8"H2 1/2"A3.7D33' - 0"2 1/2"9 1/4"SOFFIT PANELPAINTED BRACKETPROVIDE BLOCKING FORATTACHMENTTYP EAVE TRIMWOOD TRUSSTYP FRIEZE TRIMCLOSED CELL FOAM INSULCELLULOSE INSULINSUL DAMD2 1/2"9 1/4"1"11 1/4"10 1/4"7 1/4"2X6 EAVE BUILD OUTTYP EAVE TRIMFC PANELPTD TRIMWOOD PORCH TRUSSFC SOFFIT PANELNAILING BLOCK6 1/4"3rd Floor T.O.W.254' - 3"Heel255' - 9"TYPICAL TRIM. SEE A2/A3.6VENTED FCSOFFIT PANELGWB CLG ON STRAPPINGCELLULOSE INSUL2" CLOSED CELL FLASH COATWOOD TRUSSINSULATION DAM2 1/2"2x FC TRIM AT BALCONYSLIDING FOOR2' - 8"T.O. MASONRY258' - 5"2' - 2"1' - 8"1 1/2"2"2 1/2"55.00°3 1/2"3 1/2"3 1/2"PAINTED 4X4 FIR BRACKETE6DECORATIVECOLUMN COVERBUILT UP PT WOOD COLUMNSEE STR5 1/2"2 3/4"2 3/4"KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10As indicated2/10/2014 11:33:57 AM11-08-13AuthorSECTION DETAILSA3.7PERMIT SET 02/10/1413032 1" = 1'-0"C2ENTRY PORCH DETAIL 1" = 1'-0"C1BACK DOOR CANOPY 1" = 1'-0"D1GARAGE SOFFIT 1" = 1'-0"D2SHALLOW EAVE 1" = 1'-0"D4EAVE BRACKET 1" = 1'-0"D5PORCH BEAM DETAIL 1" = 1'-0"C3ROOF SECTION DETAIL 1 1/2" = 1'-0"D3EAVE BRACKET DETAIL 1" = 1'-0"A5PORCH COLUMN DETAILNOTE: ALL TRUSS PROFILES SHOWN IN ARCHITECT'SDRAWINGS ARE FOR DIAGRAMMATIC PURPOSES ONLY.FOR ANY AND ALL TRUSS INFORMATION SEE TRUSSMANUFACTURER'S DRAWINGS.PROVIDE DRAFT-STOPPING AT ALL SOFFITS EVERY 20'-0"HORIZONTALLY IN ACCORDANCE WITH I.B.C.2009SECTION 717.2.1Rev. No. Description Date
ELEVATOROVER-RIDE257' - 3"Heel255' - 9"ELEVATOR HOISTWAY VENT CAP w/ INTEGRAL DAMPERBUCKLEY ASSOCIATES, INC., MODEL PELV-100-38-2ELEVATOR HOISTWAY VENT CHIMNEY ASSEMBLY:-FIBERCEMENT LAP SIDING w/ 6" EXPOSURE-COATED SHEATHING-(2) LAYERS 5/8" DENSEGLSS-2x4 STUDS-FILL CAVITIES w/ CLOSED CELL SPRAY-FOAM INSUL.-(2) LAYERS 1/2" FIRECODE C G.W.B.2x ROOF RAFTERS1/2" MIN. G.W.B. COVERING OVER RIGID FOAMINSULATION3" RIGID XPS INSULATION AT PERIMETER OFELEVATOR HOISTWAY ABOVE LEVEL OF ATTICINSULATION - ATTACH TO HOISTWAY WALL w/CONSTRUCTION ADHESIVE AND Z-FURRINGTYPICAL ATTIC INSULATION - SEE DRAWING D2/A3.6TYPICAL 2-HOUR RATED CEILING MEMBRANE-SEE DRAWING D1/A3.2(2) LAYERS R-30 FIBERGLASS BATTS TO COVERELEVATOR HOISTWAY CEILING MEMBRANETYPICAL 2-HOUR CEILING MEMBRANE AT ELEVATORHOISTWAY CAPELEVATOR HOISTWAY BEAM - SEE STRUCTURALDRAWINGSC.M.U. ELEVATOR HOISTWAY WALLS - SEESTRUCTURAL DRAWINGS FOR BOND BEAMLOCATIONST.O. MASONRY258' - 5"3' - 2"TURN ICE&WATER BARRIER UP TO TOP OF VENT CHIMENYWALL - TYP. ALL (4) SIDESCRICKETFLASH TO ROOF w/ PRE-FINISHED ALUM. FLASHING- TYP. ALL (4)SIDESGARAGE215' - 9"C.M.U. ELEVATOR HOISTWAY SHAFT WALL1/2" EXPANSION FILLER4" CONCRETE SLABUNDER-SLAB VAPOR RETARDERMEMBRANE -TURN UP AND SEAL TOCONCRETE WALL3" UNDER-SLAB RIGID INSULATION8" CONCRETE WALL8"DAMP-PROOFING2" RIGID INSULATIONPARGE TOP OF FOOTING TO PROVIDESLOPED SURFACE AS SHOWN12" CONCRETE PAD ON 12" STRUCTURALFILL(8) 1" SQ. STEEL RUNGS WITH ABRASIVENON-SLIP COATING @ 12" O.C.VERTICALLY1' - 0"4' - 0"4' - 6"2 1/2"(6) 1/2" x 2 1/2" "L" SUPPORT BRACKETSWELDED TO LADER RAILS ANDSECURED TO CONCRETE w/ 1/2" ØGALV. EXPANSION BOLTS - EXTENDBRACKETS 3 1/2" ON WALL1/2" x 2 1/2" STEEL RAILS WITH EASEDEDGES1 1/4" RADIUS @ TOP OF RAILS4 1/2" MIN. - 7" MAX. - COORDINATE REQ'D CLEARANCE WITH ELEVATOR SUPPLIERNOTE: G.C. TO COORDINATE WITH ELEV. INSTALLERFOR PROVISION OF ALL NECESSARY MECHANICAL ANDVENTING PENETRATIONS IN ELEVATOR HOISTWAYWALLSWATERPROOFINGFIRST FLOOR225' - 3"5/8" G.W.B. ON 7/8" METALFURRING @ 16" O.C.1/2" CEMENT BOARDUNDERLAYMENT3/4" T&G PLYWOOD SUBFLOOR2x8 FLOOR FRAMINGCMU ELEVATOR HOISTWAYSHAFT WALLELEVATORHOISTWAYTYPICAL 2-HOUR RATEDCEILING MEMBRANE AT ELEV.MACHINE RM. CEILING-SEE DRAWING D1/A3.2PROVIDE MIN. 8" x 16" VENTFROM ELEV. MACHINE RM. TOELEV. HOISTWAYTILE FINISHED FLOORFOR SUMP DEPTHSEE STRUCTURAL DWG'S1'-6"L2x2x1/4 WELDED TO L2-1/2x1-1/2 x1/4STEEL STRAP ANCHORS @ 6" O.C.ELEVATOR PIT SIDEWALL1"Ø FINGER HOLES - (2) REQ'DREMOVABLE 1/2" STL.DIAMOND PLATE COVERNOTE: ALL STEEL TO BE HOTDIPPED GALVANIZED AFTERFABRICATIONL2x2x1/4 WITH 3/8"ø BENT RODS WELDED TOANGLE & EMBEDDED IN CONCRETE @ PITSIDEWALLS - MIN (2) PER SIDE3rd Floor T.O.W.254' - 3"ELEVATOROVER-RIDE257' - 3"V.I.F.2 1/4"TYPICAL 2-HOUR RATED CEILINGMEMBRANESEE DRAWING D1/A3.2HOISTWAY BEAM - SEESTRUCTURAL DRAWINGS(2) LAYERS R-30 FIBERGLASSBATTSSEE STRUCTURAL DRAWINGSFOR C.M.U. BOND BEAMLOCATIONSV.I.F.1' - 6"STEEL ANGLE AND 2x PLATEFOR ROOF TRUSS BEARING -SEE STRUCTURAL DRAWINGSPROVIDE 3" RIGID XPS INSUL. ATPERIMETER OF ELEV. HOISTWAYABOVE LEVEL OF ATTIC INSUL. -SECURE TO HOISTWAY WALLWITH CONST. ADHESIVE AND Z-FURRINGMIN. 1/2" G.W.B CONTINUOUSCOVERAGE OVER RIGID FOAM INSUL.TYPICAL ATTIC INSUL. - SEEDRAWING D2/A3.6FUR DOWN CEILING w/ 2xFURRING STRIPS THEN PROVIDETYPICAL THIRD FLOOR CEILINGASSEMBLY - SEE DRAWINGC1/A3.1T.O. MASONRY258' - 5"SECOND FLOOR235' - 3"(2) LAYERS 5/8" G.W.B. SHEAR PANEL ABOVESECOND FLOOR SUB-FLOOR-SEE STRUCTURAL DRAWINGSSCHEDULED FLOOR FINISH ON1/4" SOUND MATT ON 3/4" T&GPLYWOOD DECKING5/8" G.W.B. CEILING HUNG ON 1/2" RESILIENTCHANNELS2x8 LEDGER SECURED TOSOLID BLOCKING IN WALL w/(2) LEDGERLOK SCREWS @16" O.C.PROVIDE 5/8" CEMENT BOARDBETWEEN LEDGER AND WALLSTRUCTURE(1) LAYER 5/8" G.W.B.1/2" PLYWOOD SHEAR PANEL3" 2.0 OR 2.3 p.c.f. MINERAL FIBERINSULATION3" 2.0 OR 2.3 p.c.f. MINERAL FIBERINSULATION(1) LAYER 5/8" G.W.B. ON 1/2"RESILIENT CHANELS @ 24"O.C.2x8 LEDGERATTACHED TO SOLIDBLOCKING IN WALLw/ (2) LEDGERLOKSCREWS @ 16" O.C.- PROVIDE (1) LAYEREA. 5/8" AND 1/2"CEMENT BOARDBETWEEN LEDGERAND WALLSTRUCTURE(1) LAYER 5/8" G.W.B. ON 1/2"RESILIENT CHANELS @ 24"O.C.SEE D2/A3.6 FOR TYPICALSOUND ISOLATION DETAILKUHN 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 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10As indicated2/10/2014 11:33:58 AM11-08-13BHSECTION DETAILSA3.8PERMIT SET 02/10/1413032 1" = 1'-0"C1ELEVATOR CAP 1" = 1'-0"D4ELEVATOR PIT DETAIL 1" = 1'-0"C4SHAFT TO FLOOR DETAIL 3" = 1'-0"D2ELEVATOR SUMP DETAIL SECTIONNOTE: G.C. TO COORDINATE ELEVATOR SUMP PIT LOCATION WITH ELEVATOR INSTALLER 1" = 1'-0"B4Callout of BUILDING SECTION 4 1 1/2" = 1'-0"D1CORE/UNIT FLOOR TRANSITIONNOTE: ALL TRUSS PROFILES SHOWN IN ARCHITECT'SDRAWINGS ARE FOR DIAGRAMMATIC PURPOSES ONLY.FOR ANY AND ALL TRUSS INFORMATION SEE TRUSSMANUFACTURER'S DRAWINGS.Rev. No. Description Date
DECORATIVE BEAM AND BRACKETFC SOFFIT AND 1X BATTENS2 1/2"3 1/2"NOTE: PROVIDE TYPICAL 2-HOUR RATED CEILINGMEMBRANE AT HATCHED AREASSEE DRAWING D1/A3.2 FOR ASSEMBLY DETAIL8' - 8 21/32"8' - 0"8' - 8 21/32"8' - 0"8' - 8 21/32"8' - 8 21/32"8' - 8 21/32"8' - 8 21/32"7' - 0"7' - 0"7' - 8"8' - 0"8' - 8 21/32"8' - 0"8' - 0"8' - 0"8' - 0"8' - 8 21/32"8' - 0"8' - 8 21/32"8' - 8 21/32"8' - 8 21/32"8' - 0"8' - 8 21/32"8' - 0"8' - 0"8' - 8 1/4"8' - 0"8' - 0"8' - 0"8' - 0"1X BATTENSFC PANEL SOFFITWRAPPED BEAMSOFFITHEADER SOFFITHEADER SOFFIT7' - 0"SOFFITHEADER SOFFIT7' - 0"8' - 8 21/32"8' - 0"A5.14652 1/2"3 1/2"ARCHED OPENINGLATTICE SCREEN BOARDS2 1/2"8' - 0"8' - 0"PROVIDE TYPICAL 2-HOUR CEILINGMEMBRANE AT THIRD FLOORSEE DRAWING D1/A3.2 FOR ASSEMBLYDETAILPROVIDE TYPICAL 2-HOUR CEILINGMEMBRANE AT THIRD FLOORSEE DRAWING D1/A3.2 FOR ASSEMBLYDETAILG.W.B. WRAPPED DROPPED LVL BEAM(@ SECOND FLOOR ONLY)5 1/4"3' - 8 1/4"1x4 PTD CHAIR RAILW/ 3/8" KERF1X6 PTD WOOD BASE BOARDPTD GYPPTD WOOD SCREEN AT OPEN STAIR1"7"1"12"PTD WOOD3 7/8" TYP.1 1/2" SQ. TYP.PTD WOOD TRIMFIXED ALUM. PANEL6' - 6 7/32"6' - 6"6' - 0"PTD GWBPT WD CHAIR RAIL AND BASEKUHN 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 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10As indicated2/10/2014 11:34:01 AM11-08-13twhREFLECTED CEILING PLANSA5.1PERMIT SET 02/10/1413032 3/16" = 1'-0"1GARAGE 3/16" = 1'-0"2FIRST FLOOR 3/16" = 1'-0"3SECOND AND THIRD FLOOR CORE 1/4" = 1'-0"4LOBBY 1 1/4" = 1'-0"5LOBBY 2 1/4" = 1'-0"6LOBBY 3Rev. No. Description Date
ABCDSINGLE TWO PANEL DOORSINGLEFLUSH STEEL DOORBIFOLD DOORTRIPLE SLIDERDOORESINGLEALUM.STOREFRONTFINSULATED METALSECTIONAL GARAGE DOORWITH GLASSASINGLECASEMENTBDOUBLECASEMENTCSINGLEDOUBLE-HUNGDDOUBLEDOUBLE-HUNGETRIPLEDOUBLE-HUNG5' - 0"2' - 6"3' - 0"5' - 0"2' - 6"5' - 0"7' - 6"FDOUBLECASEMENT4' - 2"4' - 9 1/2"KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10 1/4" = 1'-0"2/10/2014 11:34:02 AM11-08-13ABDOOR & WINDOWSCHEDULESA6.0PERMIT SET 02/10/1413032DOOR SCHEDULEUNIT MARK TYPEDOOR FRAME MISCCOMMENTSMATERIAL WIDTH HEIGHT THICKNESS MAT. RATING LOUVER GLASS HARDWAREA, B & C 1 A HM 3' - 0" 6' - 8" 1 3/4" H.M. 45 MIN --- --- 1A, B & C 2 B WD 3' - 0" 6' - 8" 1 3/8" WD --- --- --- 2A, B & C 3 B WD 3' - 0" 6' - 8" 1 3/8" WD --- X --- 2A, B & C 4 B WD 3' - 0" 6' - 8" 1 3/8" WD --- --- --- 3A, B & C 5 B WD 3' - 0" 6' - 8" 1 3/8" WD --- --- --- 2A, B & C 6 C WD 5' - 0" 6' - 8" 1 3/8" WD X 4A, B & C 7 B WD 3' - 0" 6' - 8" 1 3/8" WD --- --- --- 3A, B & C 8 B WD 3' - 0" 6' - 8" 1 3/8" WD --- --- --- 3A, B & C 9 B WD 3' - 0" 6' - 8" 1 3/8" WD --- --- --- 3A, B & C 10 B WD 3' - 0" 6' - 8" 1 3/8" WD --- --- --- 2A, B & C 11 B WD 3' - 0" 6' - 8" 1 3/8" WD --- --- --- 3A, B & C 12 B WD 2' - 0" 6' - 8" 1 3/8" WD --- --- --- 2A, B & C 13 B WD 3' - 0" 6' - 8" 1 3/8" WD --- --- --- 2A, B & C 14 B WD 2' - 0" 6' - 8" 1 3/8" WD --- --- --- 2A, B & C 15 D INSUL. MTL 9' - 0" 7' - 0" 1 3/4" INSUL. MTL --- --- TEMP. 5D, E & F 1 A HM 3' - 0" 6' - 8" 1 3/4" H.M. 45 MIN --- --- 1D, E & F 2 B WD 3' - 0" 6' - 8" 1 3/8" WD --- --- --- 2D, E & F 3 B WD 3' - 0" 6' - 8" 1 3/8" WD --- X --- 2D, E & F 4 B WD 3' - 0" 6' - 8" 1 3/8" WD --- --- --- 3D, E & F 5 B WD 3' - 0" 6' - 8" 1 3/8" WD --- --- --- 2D, E & F 6 C WD 5' - 0" 6' - 8" 1 3/8" WD --- X 4D, E & F 7 B WD 3' - 0" 6' - 8" 1 3/8" WD --- --- --- 3D, E & F 8 B WD 3' - 0" 6' - 8" 1 3/8" WD --- --- --- 3D, E & F 9 B WD 2' - 0" 6' - 8" 1 3/8" WD --- --- --- 2D, E & F 10 B WD 3' - 0" 6' - 8" 1 3/8" WD --- --- --- 2D, E & F 11 B WD 3' - 0" 6' - 8" 1 3/8" WD --- --- --- 3D, E & F 12 B WD 2' - 0" 6' - 8" 1 3/8" WD --- --- --- 2D, E & F 13 D INSUL. MTL 9' - 0" 7' - 0" 1 3/4" INSUL. MTL --- --- TEMP. 5SHARED 001 A H.M. 3' - 0" 6' - 8" 1 3/4" H.M. 90 MIN --- --- 2SHARED 002 A H.M. 3' - 0" 6' - 8" 1 3/4" H.M. --- --- --- 2SHARED 003 A HM 3' - 0" 6' - 8" 1 3/4" H.M. 90 MIN --- --- 1SHARED 004 A HM 3' - 0" 6' - 8" 1 3/4" INSUL. MTL --- --- --- 1SHARED 005 E ALUM 3' - 0" 6' - 8" 1 3/4" ALUM. S.F. --- --- TEMP. 2SHARED 006 A HM 3' - 0" 6' - 8" 1 3/4" H.M. 90 MIN --- --- 2SHARED 007 E ALUM 3' - 0" 6' - 8" 1 3/4" ALUM. S.F. --- --- TEMP. 1SHARED 008 F INSUL. MTL 9' - 0" 7' - 0" 2" INSUL. MTL --- --- TEMP. 5SHARED 009 F INSUL. MTL 9' - 0" 7' - 0" 2" INSUL. MTL --- --- TEMP. 5SHARED 010 F INSUL. MTL 9' - 0" 7' - 0" 2" INSUL. MTL --- --- TEMP. 5SHARED 011 F INSUL. MTL 9' - 0" 7' - 0" 2" INSUL. MTL --- --- TEMP. 5SHARED 012 F INSUL. MTL 9' - 0" 7' - 0" 2" INSUL. MTL --- --- TEMP. 5SHARED 013 F INSUL. MTL 9' - 0" 7' - 0" 2" INSUL. MTL --- --- TEMP. 5SHARED 101 E ALUM 3' - 0" 7' - 6" 1 3/4" ALUM. S.F. --- --- TEMP. 1SHARED 102 A H.M. 2' - 8" 6' - 8" 1 3/4" H.M. 90 MIN --- --- 2SHARED 103 A H.M. 3' - 0" 6' - 8" 1 3/4" H.M. 45 MIN --- --- 2SHARED 104 A HM 3' - 0" 6' - 8" 1 3/4" H.M. 90 MIN --- --- 2SHARED 201 A H.M. 3' - 0" 6' - 8" 1 3/4" H.M. 90 MIN --- --- 2SHARED 202 A HM 3' - 0" 6' - 8" 1 3/4" H.M. 90 MIN --- --- 2SHARED 301 A HM 3' - 0" 6' - 8" 1 3/4" H.M. 90 MIN --- --- 2SHARED 302 A HM 3' - 0" 6' - 8" 1 3/4" H.M. 90 MIN --- --- 2WINDOW SCHEDULEMARKSIZE DETAILSCOMMENTSWIDTH HEIGHT HEAD JAMB SILLA 2' - 6" 3' - 0"B 2' - 6" 3' - 0"C 2' - 6" 5' - 0"D 5' - 0" 5' - 0"E 7' - 6" 5' - 0"F 4' - 9 1/2" 4' - 2"WINDOW LEGENDDOOR LEGEND5' - 0"DOOR HARDWARE KEY1. MORTISE LOCK2. PASSAGE3. PRIVACY4. ROLLER CATCH5. HARDWARE TO BE PROVIDEDBY MANUFACTURERRev. No. Description Date
4DED.1D1A3.2B4A3.212" 11"12" 11"11"12"11"12"@ LESS THAN 5%2' - 8" SLOPE DN.@ 1/4" PER FT.3' - 0" SLOPE DNBASEMENT FL.0'-0"LANDING ELEV.+1 1/4"BOT. OF STAIR ELEV.+2"DNDN4.5D1A3.211"7' - 4"12"12"D1A3.212"7' - 4"11"12"7' - 4"12"11"EXTEND RAIL TO WALL@ 3rd FLOORD1A3.211"12"12"RETURN HANDRAILTO WALL @ BOTTOMOF STAIR AS SHOWND1A3.211"12"12"11"12"D1A3.211"12"12"11"12"KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10 1/2" = 1'-0"2/10/2014 11:34:03 AM11-08-13AuthorSTAIR PLANSA7.1PERMIT SET 02/10/1413032 1/2" = 1'-0"1STAIR 1 GARAGE LEVEL 1/2" = 1'-0"2STAIR 1 FIRST FLOOR 1/2" = 1'-0"3STAIR 1 SECOND FLOOR 1/2" = 1'-0"4STAIR 2 GARAGE LEVEL 1/2" = 1'-0"5STAIR 2 FIRST FLOOR PLAN 1/2" = 1'-0"6STAIR 2 SECOND FLOORRev. No. Description Date
FIRST FLOOR225' - 3"SECOND FLOOR235' - 3"THIRD FLOOR245' - 3"GARAGE215' - 9"B4A3.23' - 0"12"12" 8 5/8"12" 8 5/8"12"12"3' - 0"12"11"1' - 0" 11"3' - 0"3' - 0"1x HARDWOOD CAP ON 3/8" SPACERHOLD SPACER BACK 3/8" FROM EDGE1 1/2"ø WOOD HANDRAIL3' - 6" MIN.FIRST FLOOR225' - 3"SECOND FLOOR235' - 3"THIRD FLOOR245' - 3"GARAGE215' - 9"3' - 0"12"3' - 0"12" 11"3' - 0"12" 11"3' - 0"12"12"2' - 9"3' - 0"3' - 0"ABOVE NOSING TYP.SET HANDRAIL 3' - 0"1 1/2"ø WOOD HANDRAIL - TYP.RETURN RAIL TOTOP OF FAR WALL1x PTD POPLAR CAP ON 3/8" SPACERHOLD SPACER BACK 3/8" FROM EDGE3 '- 6" MIN.T.O. STEEL224' - 0 3/4"(2) LAYERS 5/8"CEMENT BD.282x8 LEDGERSECURED TOWALLFRAMINGWITH (2)LEDGERLOKSCREWS @16" O.C.(2) LAYERS5/8" GYPSUMBOARD BOTHSIDES2x WALLFRAMING JOIST HANGERS & 2x8 LANDINGFRAMING @ 16" O.C.3/4" PLYWOODDECKINGNOTE: LANDING CEILING & TRIM NOT SHOWN FOR CLARITYKUHN 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 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.190% PRICING SET2013/11/08PERMIT SET2014/02/10As indicated2/10/2014 11:34:05 AM11-08-13AuthorSTAIR SECTIONSA7.2PERMIT SET 02/10/1413032 1/2" = 1'-0"1STAIR 1 SECTION DETAIL 1/2" = 1'-0"2STAIR 2 SECTION DETAILHANDRAIL NOTES:•SET TOP OF HANDRAILS 36" ABOVE NOSINGS ANDLANDINGS•SPACE HANDRAIL BRACKETS @ 4'-0" O.C. MAX.•EXTEND HANDRAILS @ LANDINGS AS AS SHOWN @TOP AND BOTTOM OF RUNS 3" = 1'-0"3TYP. STAIR LANDING FRAMING DTL.Rev. No. Description Date