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25 Maple Ave_Multi Family 4-24-20CODE REVIEWINTERNATIONAL RESIDENTIAL CODE, 2015780 MASSACHUSETTS AMENDMENTS, 9TH EDITIONMASSACHUSETTS GENERAL LAWUSE AND OCCUPANCYOCCUPANCY:TOWNHOUSESR202FIRE RESISTANCE AND PROTECTIONSPRINKLER SYSTEM:REQUIREDMGL C148 §26GNFPA 13RR313.1.1FIRE RESISTANCE AT EXTERIOR WALLS::RT302.1(2)WALLS W/ 0' SEPARATION DISTANCE:0 HOURSPROJECTIONS W/ 0' SEPARATION DISTANCE:0 HOURSOPENINGS IN WALLS W/ 0' SEPARATION DISTANCE: 0 HOURSFIRE RESISTANCE AT COMMON WALLS::1 HOUR R302.2COMMON WALLS SHALL BE CONSTRUCTED WITHOUT PLUMBING OR MECHANICAL EQUIPMENT, DUCTS ORVENTS IN THE CAVITY OF THE COMMON WALL. THE WALL SHALL BE RATED FOR FIRE EXPOSURE FROM BOTHSIDES AND SHALL EXTEND TO AND BE TIGHT AGAINST EXTERIOR WALLS AND THE UNDERSIDE OF THE ROOFSHEATHING. ELECTRICAL INSTALLATIONS SHALL BE IN ACCORDANCE WITH CHAPTERS 34 THROUGH 43.PENETRATIONS OF THE MEMBRANE OF COMMON WALLS FOR ELECTRICAL OUTLET BOXES SHALL BE INACCORDANCE WITH SECTION R302.4.R302.2.1THE FIRE-RESISTANCE-RATED WALL OR ASSEMBLY SEPARATING TOWNHOUSES SHALL BE CONTINUOUS FROMTHE FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHING, DECK OR SLAB. THE FIRE-RESISTANCERATING SHALL EXTEND THE FULL LENGTH OF THE WALL OR ASSEMBLY, INCLUDING WALL EXTENSIONSTHROUGH AND SEPARATING ATTACHED ENCLOSED ACCESSORY STRUCTURES.R302.2.2A PARAPET IS NOT REQUIRED WHERE THE ROOF COVERING COMPLIES WITH A MINIMUM CLASS C RATING ASTESTED IN ACCORDANCE WITH ASTM E OR UL 790 AND THE ROOF DECKING OR SHEATHING IS OFNONCOMBUSTIBLE MATERIALS OR APPROVED FIRE-RETARDANT-TREATED WOOD FOR A DISTANCE OF 4 FEETON EACH SIDE OF THE WALL OR WALLS, OR ONE LAYER OF 5/8" TYPE X GYPSUM BOARD IS INSTALLED DIRECTLYBENEATH THE ROOF DECKING OR SHEATHING, SUPPORTED BY NOT LESS THAN NOMINAL 2-INCH LEDGERSATTACHED TO THE SIDES OF THE ROOF FRAMING MEMBERS FOR A DISTANCE OF NOT LESS THAN 4 FEET ONEACH SIDE OF THE WALL OR WALLS AND ANY OPENINGS OR PENETRATIONS IN THE ROOF ARE NOT WITHIN 4FEET OF THE COMMON WALLS.PENETRATIONS::SHALL BE RATED WHERE REQUIRED R302.4BK116 Pleasant Street Suite 311 Easthampton, MA 01027 Phone: 1-413-529-9434 SIEGFRIED PORTH ARCHITECT CVRDRAWING LIST, PROJECT DATA, LIST OF ALTERNATES, NOTES TOWNHOUSES 25 MAPLE AVENUE NORTHAMPTON, MA NEW CONSTRUCTION:TOWNHOUSES25 MAPLE AVENUENORTHAMPTON, MAOWNER:THOMAS GU & PING GENGDRAWING LISTCVR: DRAWING LISTLIST OF ALTERNATESPROJECT DATANOTESCODE REVIEWG-100: DIAGRAM PLANS-100: WALL BRACING PLANSA-100: BASEMENT/ FOUNDATION PLANA-101: FIRST FLOOR PLANA-102: SECOND FLOOR PLANA-103: ROOF PLANA-200: EXTERIOR ELEVATIONSA-200R: RENDERED EXTERIOR ELEVATIONSA-300: BUILDING SECTION ABUILDING SECTION BTYPICAL STAIR NOTESA-500: DETAILSA-501: DETAILSA-600: DOOR SCHEDULEWINDOW SCHEDULEA-601: FINISH SCHEDULEA-700: BASEMENT / FOUNDATION SCHEMATIC LIGHTING & POWER PLANA-701: FIRST FLOOR SCHEMATIC LIGHTING & POWER PLANA-702: SECOND FLOOR SCHEMATIC LIGHTING & POWER PLANNOTES:1. PROVIDE MOISTURE RESISTANT WALL BOARD AT ALL WET WALLS & ALL REST/BATHROOM WALLS & CEILINGS2. ALL REBAR TO BE GROUNDED PER NFPA-70 AS MODIFIED BY 527 CMR 12.00 & ART 250.52(A)33. ALL INSULATION SHALL BE IN FULL CONTACT WITH THE WARM SIDE4. PROVIDE BLOCKING UNDER ALL PARTITIONS RUNNING PARALLEL TO FLOOR JOISTS5. ALL EXTERIOR WOOD AND WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED6. ALL LIGHTING SHALL BE LED7. ALL EXTERIOR LIGHTS SHALL BE EQUIPPED WITH A PHOTOCELL AND MOTION SENSOR8. TRUSS DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION9. ALL MATERIALS SHALL BE NO OR LOW VOC10. PROVIDE 2X6 INSULATED FURRING WET WALL BEHIND ALL PLUMBING FIXTURES TO BE INSTALLED AT AN EXTERIOR OR UNIT DIVIDE WALL11. ALL COOK TOPS SHALL BE VENTED TO THE EXTERIOR12. ALL MEP'S @ COMMON WALLS SHALL CONFORM TO R302.2 & 302.4 OF THE IRC13. IF COMPOSITE DECKING IS SELECTED, JOISTS SHALL BE SPACED @ 12" O.C.14. PROPANE HEATING UNITS SHALL BE INSTALLED. VERIFY W/ OWNER & LIST OF ALTERNATESPROJECT DATAZONING DISTRICT: URC & SC (REFER TO SITE PLAN BY CIVIL ENGINEER)HISTORIC DISTRICT: N/ASETBACKS::FRONT: 10'SIDE: 10' (20' IF HEIGHT > 40')REAR: 20'OPEN TERRACES, STOOPS & STEPS < 4' HEIGHT: 1/2 REQUIRED SETBACKLOT FRONTAGE: 50' WIDE MIN.LOT DEPTH: 75' MIN.HEIGHT RESTRICTION: 50'AREA RESTRICTIONS: 2,500 SF PER UNITOPEN SPACE: MIN. 30%GROUND SNOW LOAD: 40 PSFFLAT ROOF SNOW LOAD: 35 PSFWIND LOAD: 117 MPHLIST OF ALTERNATES:ALTERNATE #1:SPACE HEATING:MITSUBISHI MINI SPLIT HEATING & A/C UNITS.(1) CONDENSER PER UNIT SHALL BE GROUND-MOUNTED AT EITHER OF THE SHORTENDS OF THE BUILDING(1) BLOWER UNIT @ EACH BEDROOM & LIVING ROOMREFER TO PLANS FOR LOCATIONSALTERNATE #2:DOMESTIC WATER HEATING:HYBRID ELECTRIC WATER HEATERALTERNATE #3:FLOOR FINISH:TILE FLOOR @ ENTRY & KITCHEN SPACESALTERNATE #4:WALL FINISH:2ND FLOOR HALL WALL AT TOP OF LANDINGALTERNATE #5:FLOOR CONSTRUCTION:SOUND BOARD UNDER ALL FINISH FLOORS @ SECOND FLOOR 15 R UP15 R UP15 R UP15 R UPUNIT 1BASEMENT: 738 SFFIRST FLOOR: 738 SFSECOND FLOOR: 755 SFTOTAL AREA: 2,231 SF(4) BEDROOMS(2) BATHROOMSLAUNDRY @ BASEMENTUNIT 2BASEMENT: 661 SFFIRST FLOOR: 661 SFSECOND FLOOR: 678 SFTOTAL AREA: 2,000 SF(3) BEDROOMS(2) BATHROOMSLAUNDRY @ BASEMENTUNIT 4BASEMENT: 661 SFFIRST FLOOR: 661 SFSECOND FLOOR: 678 SFTOTAL AREA: 2,000 SF(3) BEDROOMS TBD(1 1/2) BATHROOMS TBDLAUNDRY @ BASEMENTUNIT 5BASEMENT: 738 SFFIRST FLOOR: 703 SFSECOND FLOOR: 755 SFTOTAL AREA: 2,196 SF(DOES NOT INCLUDE 35 SF SPRINKLER ROOM)(4) BEDROOMS(2) BATHROOMSLAUNDRY @ BASEMENT(5) UNIT TOWNHOUSE COMPLEXFOOTPRINT: 3,360 SF(SQUARE FOOTAGE DOES NOT INCLUDE PORCHES, DECKS & EXTERIOR STAIRS)SPRINKLERUNIT 3BASEMENT: 558 SFFIRST FLOOR: 558 SFSECOND FLOOR: 575 SFTOTAL AREA: 1,691 SF(2) BEDROOMS(1 1/2) BATHROOMSLAUNDRY @ BASEMENT15 R UPCOMMON WALLS:1 HOUR FIRE RESISTANCE FROM BOTH SIDES OF THE ASSEMBLY AND SHALL BECONTINUOUS EXTENDING FROM THE FOUNDATION TO AND BE TIGHT AGAINSTEXTERIOR WALLS AND THE UNDERSIDE OF THE ROOF SHEATHING, INCLUDINGEXTENSIONS, AND SHALL BE CONSTRUCTED WITHOUT PLUMBING OR MECHANICALEQUIPMENT, DUCTS, OR VENTS IN THE CAVITY OF THE COMMON WALL. ELECTRICALINSTALLATIONS SHALL BE IN ACCORDANCE WITH CHAPTERS 34 THROUGH 43 OF THEIRC. PENETRATIONS OF THE MEMBRANE OF COMMON WALLS FOR ELECTRICALOUTLET BOXES SHALL BE IN ACCORDANCE WITH SECTION R302.4 OF THE IRC.COMMON WALLS:1 HOUR FIRE RESISTANCE FROM BOTH SIDES OF THE ASSEMBLY AND SHALL BECONTINUOUS EXTENDING FROM THE FOUNDATION TO AND BE TIGHT AGAINSTEXTERIOR WALLS AND THE UNDERSIDE OF THE ROOF SHEATHING, INCLUDINGEXTENSIONS, AND SHALL BE CONSTRUCTED WITHOUT PLUMBING OR MECHANICALEQUIPMENT, DUCTS, OR VENTS IN THE CAVITY OF THE COMMON WALL. ELECTRICALINSTALLATIONS SHALL BE IN ACCORDANCE WITH CHAPTERS 34 THROUGH 43 OF THEIRC. PENETRATIONS OF THE MEMBRANE OF COMMON WALLS FOR ELECTRICALOUTLET BOXES SHALL BE IN ACCORDANCE WITH SECTION R302.4 OF THE IRC.116 Pleasant Street Suite 311 Easthampton, MA 01027 Phone: 1-413-529-9434 SIEGFRIED PORTH ARCHITECT G-100DIAGRAM PLAN TOWNHOUSES 25 MAPLE AVENUE NORTHAMPTON, MADIAGRAM PLAN MIN 800 LBHOLD-DOWNDEVICEMIN 800 LBHOLD-DOWNDEVICEMIN 800 LBHOLD-DOWNDEVICEMIN 800 LBHOLD-DOWNDEVICEMINI-SPLIT MINI-SPLIT MINI-SPLIT MINI-SPLIT MINI-SPLIT MINI-SPLITMINI-SPLITMIN 800 LBHOLD-DOWNDEVICEMIN 800 LBHOLD-DOWNDEVICEMIN 800 LBHOLD-DOWNDEVICEMIN 800 LBHOLD-DOWNDEVICEMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITRESIDENTIAL WALL BRACING NOTESALL WALL BRACING SHALL BE IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL CODESECTION R602.10 WALL BRACINGPANELS:BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL THAT SHALL NOT HAVEVERTICAL OR HORIZONTAL OFFSETS PER R602.10.2.MAXIMUM BRACED WALL PANEL SPACING SHALL BE 20' FROM EDGE TO EDGE OF BRACED WALLPANELS PER FIGURE R602.10.2.2MAXIMUM DISTANCE FROM THE END OF A BRACED WALL LINE TO THE EDGE OF A BRACED WALLPANEL SHALL BE 10'-0" PER FIGURE R602.10.2.2A MINIMUM OF (2) BRACED WALL PANELS OF ANY LENGTH OR (1) 48" BRACED WALL PANELSHALL BE PROVIDED AT BRACED LESS THEN OR EQUAL TO 16'-0" AND A MINIMUM OF (2) BRACEDWALL PANELS SHALL BE PROVIDED WHERE THE BRACED WALL LINE IS GREATER THAN 16'-0".PER R602.10.4.3 BRACED WALL PANEL INTERIOR FINISH MATERIAL, BRACED WALL PANELSSHALL HAVE GYPSUM WALL BOARD ON THE SIDE OF THE WALL OPPOSITE THE BRACINGMATERIAL.PER FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUSSHEATHING, (1) OF (5) END CONDITIONS MUST BE MET AT EACH BRACED WALL LINE.CONDITION 1:WHERE A FULL BRACED WALL PANEL IS PROVIDED AT THE END OF A BRACED WALL LINE, ACORNER RETURN PANEL A MINIMUM 24" LENGTH (WOOD STRUCTURAL PANEL) SHALL BEPROVIDEDCONDITION 2:WHERE A FULL BRACED WALL PANEL IS PROVIDED AT THE END OF A BRACED WALL LINE ANDNO CORNER RETURN PANEL IS PROVIDED, AN 800 LB HOLD DOWN DEVICE SHALL BE INSTALLEDAT THE CORNER.CONDITION 3:WHERE A FULL 48" LENGTH BRACED WALL PANEL IS PROVIDED AT THE END OF A BRACED WALLLINE, NO CORNER RETURN OR HOLD DOWN DEVICE SHALL BE REQUIRED.CONDITION 4:WHERE A 24" BRACED WALL PANEL (WOOD STRUCTURAL PANEL) IS PROVIDED AT THE END OF ABRACED WALL LINE AND A 24" CORNER RETURN IS PROVIDED, THE FIRST BRACED WALL PANELMAY BE OFFSET 10' FROM THE END OF THE BRACED WALL LINE.CONDITION 5:WHERE NO BRACED WALL PANEL IS PROVIDED AT THE END OF A BRACED WALL LINE THE FIRSTBRACED WALL PANEL MAY BE OFFSET 10' FROM THE END OF THE BRACED WALL LINEPROVIDED AN 800 LB HOLD DOWN DEVICE IS INSTALLED AT THE BRACED WALL PANEL.PER TABLE R602.10.5, MINIMUM LENGTH OF BRACED WALL PANELS,GYPSUM BOARD METHOD:@ 8' WALL HEIGHT = 48" MINIMUM PANEL LENGTH@ 9' WALL HEIGHT = 48" MINIMUM PANEL LENGTH@ 10' WALL HEIGHT = 48" MINIMUM PANEL LENGTH@ 11' WALL HEIGHT = 53" MINIMUM PANEL LENGTH@ 12' WALL HEIGHT = 58" MINIMUM PANEL LENGTHCONTINUOUSLY SHEATHED PORTAL FRAME METHOD:@ 8' WALL HEIGHT = 16'@ 9' WALL HEIGHT = 18'@ 10' WALL HEIGHT = 20'CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL METHOD:@ 8' WALL HEIGHT ADJACENT TO 64" HEIGHT OPENING = 24" MINIMUM PANEL LENGTH@ 8' WALL HEIGHT ADJACENT TO 68" HEIGHT OPENING = 26" MINIMUM PANEL LENGTH@ 8' WALL HEIGHT ADJACENT TO 72" HEIGHT OPENING = 27" MINIMUM PANEL LENGTH@ 8' WALL HEIGHT ADJACENT TO 76" HEIGHT OPENING = 30" MINIMUM PANEL LENGTH@ 8' WALL HEIGHT ADJACENT TO 80" HEIGHT OPENING = 32" MINIMUM PANEL LENGTH@ 8' WALL HEIGHT ADJACENT TO 84" HEIGHT OPENING = 35" MINIMUM PANEL LENGTH@ 8' WALL HEIGHT ADJACENT TO 88" HEIGHT OPENING = 38" MINIMUM PANEL LENGTH@ 8' WALL HEIGHT ADJACENT TO 92" HEIGHT OPENING = 43" MINIMUM PANEL LENGTH@ 8' WALL HEIGHT ADJACENT TO 96" HEIGHT OPENING = 48" MINIMUM PANEL LENGTH@ 9' WALL HEIGHT ADJACENT TO 64" HEIGHT OPENING = 27" MINIMUM PANEL LENGTH@ 9' WALL HEIGHT ADJACENT TO 68" HEIGHT OPENING = 27" MINIMUM PANEL LENGTH@ 9' WALL HEIGHT ADJACENT TO 72" HEIGHT OPENING = 27" MINIMUM PANEL LENGTH@ 9' WALL HEIGHT ADJACENT TO 76" HEIGHT OPENING = 29" MINIMUM PANEL LENGTH@ 9' WALL HEIGHT ADJACENT TO 80" HEIGHT OPENING = 30" MINIMUM PANEL LENGTH@ 9' WALL HEIGHT ADJACENT TO 84" HEIGHT OPENING = 32" MINIMUM PANEL LENGTH@ 9' WALL HEIGHT ADJACENT TO 88" HEIGHT OPENING = 35" MINIMUM PANEL LENGTH@ 9' WALL HEIGHT ADJACENT TO 92" HEIGHT OPENING = 37" MINIMUM PANEL LENGTH@ 9' WALL HEIGHT ADJACENT TO 96" HEIGHT OPENING = 41" MINIMUM PANEL LENGTH@ 9' WALL HEIGHT ADJACENT TO 100" HEIGHT OPENING = 44" MINIMUM PANEL LENGTH@ 9' WALL HEIGHT ADJACENT TO 104" HEIGHT OPENING = 49" MINIMUM PANEL LENGTH@ 9' WALL HEIGHT ADJACENT TO 108" HEIGHT OPENING = 54" MINIMUM PANEL LENGTH@ 10' WALL HEIGHT ADJACENT TO 64" HEIGHT OPENING = 30" MINIMUM PANEL LENGTH@ 10' WALL HEIGHT ADJACENT TO 68" HEIGHT OPENING = 30" MINIMUM PANEL LENGTH@ 10' WALL HEIGHT ADJACENT TO 72" HEIGHT OPENING = 30" MINIMUM PANEL LENGTH@ 10' WALL HEIGHT ADJACENT TO 76" HEIGHT OPENING = 30" MINIMUM PANEL LENGTH@ 10' WALL HEIGHT ADJACENT TO 80" HEIGHT OPENING = 30" MINIMUM PANEL LENGTH@ 10' WALL HEIGHT ADJACENT TO 84" HEIGHT OPENING = 32" MINIMUM PANEL LENGTH@ 10' WALL HEIGHT ADJACENT TO 88" HEIGHT OPENING = 33" MINIMUM PANEL LENGTH@ 10' WALL HEIGHT ADJACENT TO 92" HEIGHT OPENING = 35" MINIMUM PANEL LENGTH@ 10' WALL HEIGHT ADJACENT TO 96" HEIGHT OPENING = 38" MINIMUM PANEL LENGTH@ 10' WALL HEIGHT ADJACENT TO 100" HEIGHT OPENING = 40" MINIMUM PANEL LENGTH@ 10' WALL HEIGHT ADJACENT TO 104" HEIGHT OPENING = 43" MINIMUM PANEL LENGTH@ 10' WALL HEIGHT ADJACENT TO 108" HEIGHT OPENING = 46" MINIMUM PANEL LENGTH@ 10' WALL HEIGHT ADJACENT TO 112" HEIGHT OPENING = 50" MINIMUM PANEL LENGTH@ 10' WALL HEIGHT ADJACENT TO 116" HEIGHT OPENING = 55" MINIMUM PANEL LENGTH@ 10' WALL HEIGHT ADJACENT TO 120" HEIGHT OPENING = 60" MINIMUM PANEL LENGTHFASTENING:PER TABLE R602.10.4 BRACING METHODS, GYPSUM WALL BOARD SHALL BE NOT LESS THAN 1/2"IN THICKNESS AND BE FASTENED WITH NAILS OR SCREWS IN ACCORDANCE WITH TABLER602.3(1) FOR EXTERIOR SHEATHING OR TABLE R702.3.5 FOR INTERIOR GYPSUM WALL BOARD.SPACING OF FASTENERS AT ALL BRACED WALL PANELS UTILIZING THE GYPSUM BOARDMETHOD SHALL BE 7" AT EDGES (INCLUDING TOP AND BOTTOM PLATES) AND 7" FIELD.PER TABLE R602.10.4 BRACING METHODS, CONTINUOUSLY SHEATHED WOOD STRUCTURALPANELS SHALL BE NOT LESS THAN 3/8" IN THICKNESS AND BE FASTENED WITH NAILS ORSCREWS IN ACCORDANCE WITH TABLE R602.3(3) FOR EXTERIOR SHEATHING & TABLE R602.3(1)OR TABLE R602.3(2) FOR INTERIOR GYPSUM WALL BOARD. SPACING OF FASTENERS AT ALLBRACED WALL PANELS UTILIZING THE CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANELMETHOD VARIES BY FASTENER.PER R602.10.10 PANEL JOINTS, VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER,AND BE FASTENED TO, COMMON STUDS. HORIZONTAL JOINTS IN BRACED WALL PANELS SHALLOCCUR OVER, AND BE FASTENED TO, COMMON BLOCKING OF A MINIMUM 1 1/2" THICKNESS.116 Pleasant Street Suite 311 Easthampton, MA 01027 Phone: 1-413-529-9434 SIEGFRIED PORTH ARCHITECT S-100WALL BRACING PLANS & NOTES TOWNHOUSES 25 MAPLE AVENUE NORTHAMPTON, MAFIRST FLOOR WALL BRACING PLANSECOND FLOOR WALL BRACING PLAN 4" CONCRETE SLABW/ 6X6 - 6/6 WWFOVER R-10INSULATION: 3"POLYSTYRENEMIN. R-15CONTINUOUSINSULATION:4" POLYSTYRENERIGID BOARDUNIT 1738 SFUNIT 2661 SFUNIT 5738 SF16 R UP5/8" TYPE X GYPSUM BOARD CEILINGUNDER SPRINKLER ROOM.FIRE BLOCK PERIMETER OF SPRINKLERROOM @ FLOOR/CEILING ASSEMBLY ABOVE.FIRECAULK ALL JOINTS AND PENETRATIONS1 R UP ELECTRICAL PANELDOMESTIC WATER HEATER TBD16 R UP1 R UP 16 R UP1 R UP UNIT 4661 SFDWDWDW4" CONCRETE SLABW/ 6X6 - 6/6 WWFOVER R-10INSULATION: 3"POLYSTYRENE16 R UP1 R UP ELECTRICAL PANELDOMESTIC WATER HEATER TBDDWUNIT 3558 SF16 R UP1 R UP DWDOUBLE 2X HEADER W/BEAM POCKETDOUBLE 2X HEADER W/BEAM POCKET4" CONCRETE SLABW/ 6X6 - 6/6 WWFOVER R-10INSULATION: 3"POLYSTYRENEELECTRICAL PANELDOMESTIC WATER HEATER TBDDOUBLE 2X HEADER W/BEAM POCKET4" CONCRETE SLABW/ 6X6 - 6/6 WWFOVER R-10INSULATION: 3"POLYSTYRENEELECTRICAL PANELDOMESTIC WATER HEATER TBD4" CONCRETE SLABW/ 6X6 - 6/6 WWFOVER R-10INSULATION: 3"POLYSTYRENEELECTRICAL PANELDOMESTIC WATER HEATER TBDDOUBLE 2X HEADER W/BEAM POCKETDOUBLE 2X HEADER W/BEAM POCKETFLOOR JOISTSREFER TO SHEET A-5 FLOOR JOISTS REFER TO SHEET A-5 FLOOR JOISTSREFER TO SHEET A-5 FLOOR JOISTS REFER TO SHEET A-5 FLOOR JOISTSREFER TO SHEET A-5DOUBLE 2X HEADER W/BEAM POCKETDOUBLE 2X HEADER W/BEAM POCKETDOUBLE 2XHEADER W/BEAM POCKETDOUBLE 2XHEADER W/BEAM POCKETDOUBLE 2XHEADER W/BEAM POCKETEGRESSWINDOWWELL W/HATCHEGRESSWINDOWWELL W/HATCHEGRESSWINDOWWELL W/HATCHEGRESSWINDOWWELL W/HATCHP.T. 2X12 LEDGERFASTENED W/ TBD @15" O.C.P.T. 2X10 JOISTS @16" O.C. W/ HANGERSREFER TO UNIT 1 FORTYPICAL DECK NOTESREFER TO UNIT 1 FORTYPICAL DECK NOTESREFER TO UNIT 1 FORTYPICAL DECK NOTESREFER TO UNIT 1 FORTYPICAL DECK NOTES(2) P.T. 2X12 BEAMW/ BEAM HANGERSP.T. 4X4 POST W/ POSTBASE W/ 1" STANDOFFANCHORED TO FOOTING22" PRECAST CONCRETE FOOTING. REFERTO DETAIL 11 ON SHEET 501 FORADDITIONAL INFORMATIONP.T. 2X12 LEDGERFASTENED W/ (2) 1/2"ØLAG SCREWS @ 15" O.C.(2) P.T. 2X12 BEAM.REFER TO POST NOTEFOR CONNECTIONP.T. 10X10 POST NOTCHED FOR (2)2X12 P.T. BEAM W/ (2) 1/2"ØTHROUGH-BOLTS W/ WASHER @EACH POST. POST BASE W/ 1"STANDOFF ANCHORED TO FOOTINGP.T. 2X10 JOISTS @16" O.C. W/ HANGERS14" CONCRETE PIER ANCHORED W/ (4) #4BENT ANGLE REBAR TO 30"X14" PRECASTCONCRETE FOOTING W/ (3) #4 REBAR,EACH DIRECTION. REFER TO DETAIL 10 ONSHEET 501 FOR ADDITIONAL INFORMATIONSPACE-HEATING MECHANICALEQUIPMENT TBDSPACE-HEATING MECHANICALEQUIPMENT TBDSPACE-HEATING MECHANICALEQUIPMENT TBDSPACE-HEATING MECHANICALEQUIPMENT TBDSPACE-HEATING MECHANICALEQUIPMENT TBDROUTING OF CONDUITOR PLUMBING FROMSOLAR-READY ZONETO THE ELECTRICALSERVICE PANEL ORSERVICE HOT WATERSYSTEMDOUBLE JOISTS ALONGSTAIR OPENINGDOUBLE JOISTS ALONGSTAIR OPENINGDOUBLE JOISTS ALONGSTAIR OPENINGDOUBLE JOISTS ALONGSTAIR OPENINGDOUBLE JOISTS ALONGSTAIR OPENING10" CONCRETE FOUNDATION WALLW/ #4 REBAR@ 12" FROM TOP OF WALL& NEAR THIRD POINTS IN THE WALL HEIGHT,10"X20" KEYED CONCRETE FOOTINGW/ (3) #4 REBAR,LIQUID APPLIED BITUMINOUS CAPILLARY BREAK8" CONCRETE FOUNDATION WALLW/ #4 REBAR@ 12" FROM TOP OF WALL& NEAR THIRD POINTS IN THE WALL HEIGHT,LIQUID APPLIED BITUMINOUS DAMPPROOFING @ EXTERIOR,8"X16" KEYED CONCRETE FOOTINGW/ (2) #4 REBAR,LIQUID APPLIED BITUMINOUS CAPILLARY BREAK, WATERSTOP116 Pleasant Street Suite 311 Easthampton, MA 01027 Phone: 1-413-529-9434 SIEGFRIED PORTH ARCHITECT A-100BASEMENT / FOUNDATION PLAN TOWNHOUSES 25 MAPLE AVENUE NORTHAMPTON, MABASEMENT / FOUNDATION PLAN LIVINGKITCHENCOATCLOSBENCH SEAT W/INTEGRATEDSHOE SHELF &COAT HOOKSSPRINKLER ± 35 SF UNIT 1738 SFPAN.REF.BENCH SEAT W/INTEGRATEDSHOE SHELF &COAT HOOKSKITCHENCOATCLOSCOATCLOS16 R UP16 R UPUNIT 5703 SFUNIT 4661 SF17 R DN17 R DNBATHROOMBEDROOMLIVINGPAN.REF.BATHROOMUNIT DIVIDE RAIL2ND FLOOROVERHANG2ND FLOOROVERHANGKITCHENBATHROOMCOATCLOS16 R UP17 R DNREF.PAN.BATHROOMREF.PAN.UNIT 2661 SFBENCH SEAT W/INTEGRATEDSHOE SHELF &COAT HOOKSCOATCLOS16 R UPBENCH SEAT W/INTEGRATEDSHOE SHELF &COAT HOOKSUNIT 3558 SF17 R DNREF.PAN.LIVINGKITCHEN1/2BATHBENCH SEAT W/INTEGRATEDSHOE SHELF &COAT HOOKSBENCH SEAT W/INTEGRATEDSHOE SHELF &COAT HOOKSGUARD RAILGUARD RAILHAND RAILFLOOR JOISTSREFER TO SHEET A-5FLOOR JOISTSREFER TO SHEET A-5 FLOOR JOISTSREFER TO SHEET A-5 FLOOR JOISTS REFER TO SHEET A-5 FLOOR JOISTSREFER TO SHEET A-5 EGRESSWINDOWWELL W/HATCH16 R UP17 R DN2ND FLOOROVERHANGTHICKENCONCRETE SLABUNDER STRINGERSAT STAIR LANDINGSROUTING OF CONDUIT OR PLUMBINGFROM SOLAR-READY ZONE TO THEELECTRICAL SERVICE PANEL ORSERVICE HOT WATER SYSTEMCENTER STAIRSON 2ND FLOOROVERHANGCENTER STAIRSON 2ND FLOOROVERHANGCENTER STAIRSON 2ND FLOOROVERHANGINSULATED FURREDWET WALL TOTERMINATE ATWINDOW SILLHEIGHTINSULATEDFURRED WETWALL TOTERMINATE ATTOP OF SINKINSULATED FURRED WET WALL TOTERMINATE AT WINDOW SILL HEIGHTINSULATED FURRED WET WALL TOTERMINATE AT TOP OF SINKINSULATED FURRED WET WALL TOTERMINATE AT TOP OF SINKDOUBLE JOISTS ALONGSTAIR OPENING,DOUBLE 2X HEADER.BLOCKING & FIRE WALLHANGARS @ WALLDOUBLE JOISTS ALONG STAIR OPENING,DOUBLE 2X HEADER. BLOCKING & FIRE WALLHANGARS @ WALLDOUBLE JOISTS ALONGSTAIR OPENING, DOUBLE2X HEADER. BLOCKING &FIRE WALL HANGARS @WALLDOUBLE JOISTS ALONGSTAIR OPENING, DOUBLE2X HEADER. BLOCKING &FIRE WALL HANGARS @WALLDOUBLE JOISTS ALONGSTAIR OPENING,DOUBLE 2X HEADER.BLOCKING & FIRE WALLHANGARS @ WALLMINI-SPLITMINI-SPLIT MINI-SPLIT MINI-SPLIT MINI-SPLIT MINI-SPLITMINI-SPLITP.T. 10X10 POST NOTCHED FOR (2)2X12 P.T. BEAM W/ (2) 1/2"ØTHROUGH-BOLTS W/ WASHER @EACH POST. POST BASE W/ 1"STANDOFF ANCHORED TO FOOTINGENCAPSULATED (3) 1 3/4"X7 1/4" LVLBEAM W/ POST TO BEAMCONNECTORS. REFER TO SECTIONB FOR ADDITIONAL INFORMATION5/8" TYPE X GYPSUM BOARD CEILING & WALLS @ SPRINKLERROOM. FIRE BLOCK PERIMETER OF SPRINKLER ROOM @FLOOR/CEILING ASSEMBLIES. FIRECAULK ALL JOINTS ANDPENETRATIONS116 Pleasant Street Suite 311 Easthampton, MA 01027 Phone: 1-413-529-9434 SIEGFRIED PORTH ARCHITECT A-101FIRST FLOOR PLAN TOWNHOUSES 25 MAPLE AVENUE NORTHAMPTON, MAFIRST FLOOR PLAN BEDROOMBEDROOM16 R DNBEDROOMUNIT 4678 SFBEDROOMBEDROOM16 R DNBATHROOMBEDROOMUNIT 2678 SFBEDROOMBEDROOM16 R DNBEDROOMUNIT 5755 SFBATHROOMBEDROOMBEDROOM16 R DNBEDROOMUNIT 1755 SFBATHROOMBATHROOMBEDROOM16 R DNBEDROOMUNIT 3575 SFPRE-MANUFACTURED 14" RAISED-HEELTRUSSES @ 24" O.C. PRE-MANUFACTURED14" RAISED-HEEL TRUSSES @ 24" O.C. PRE-MANUFACTURED 14" RAISED-HEEL TRUSSES @ 24" O.C. PRE-MANUFACTURED14" RAISED-HEELTRUSSES @ 24" O.C.ROUTING OF CONDUIT ORPLUMBING FROM SOLAR-READYZONE TO THE ELECTRICALSERVICE PANEL OR SERVICEHOT WATER SYSTEMMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITMINI-SPLITGIRDER TRUSSGIRDER TRUSSGIRDER TRUSS116 Pleasant Street Suite 311 Easthampton, MA 01027 Phone: 1-413-529-9434 SIEGFRIED PORTH ARCHITECT A-102SECOND FLOOR PLAN TOWNHOUSES 25 MAPLE AVENUE NORTHAMPTON, MASECOND FLOOR PLAN 8:12 SLOPE 8:12 SLOPE8:12SLOPE8:12SLOPE8:12SLOPE8:12SLOPE8:12SLOPE8:12SLOPESOLAR READY ZONE1,378 SF(MIN. 300 SF)SOLAR ELECTRICAL NOTES:1. MAIN ELECTRICAL PANEL SHALL HAVE A RESERVED SPACE TO ALLOW INSTALLATION OF DUAL POLECIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC INSTALLATION AND SHALL BE LABELED "FOR FUTURESOLAR ELECTRIC." THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROMTHE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION.2. A PERMANENT CERTIFICATE, INDICATING THE SOLAR-READY ZONE AND OTHER REQUIREMENTS OF2015 IRC APPENDIX U, SHALL BE POSTED NEAR THE ELECTRICAL DISTRIBUTION PANEL, WATER HEATEROR OTHER CONSPICUOUS LOCATION BY THE BUILDER OR REGISTERED DESIGN PROFESSIONALROUTING OF CONDUIT OR PLUMBING FROMSOLAR-READY ZONE TO THE ELECTRICAL SERVICEPANEL OR SERVICE HOT WATER SYSTEMROOF ACCESS AISLE (MIN. 3' WIDE)ROOF ACCESS AISLE (MIN. 3' WIDE)ROUTING OF CONDUIT OR PLUMBINGFROM SOLAR-READY ZONE TO THEELECTRICAL SERVICE PANEL ORSERVICE HOT WATER SYSTEMPROVIDE LIGHTING ON MOTIONSENSOR ABOVE EACH ACCESS PANEL116 Pleasant Street Suite 311 Easthampton, MA 01027 Phone: 1-413-529-9434 SIEGFRIED PORTH ARCHITECT A-103ATTIC PLAN & ROOF PLAN TOWNHOUSES 25 MAPLE AVENUE NORTHAMPTON, MAROOF PLAN @ 1/4" = 1'-0"ATTIC PLAN @ 1/8" = 1'-0" GUTTERS W/ DOWNSPOUTS @CORNERS & INSIDE VALLEY OF LARGEPEAKS. DOWNSPOUTS @ VALLEYSSHALL WRAP IN FRONT OF COLUMNSTEMPEREDTEMPERED128EGRESSWINDOWWELL W/HATCHSOLAR READY ZONE1,378 SF (MIN. 300 SF)REFER TO ROOF PLAN FORADDITIONAL INFORMATION50 YEAR ARCHITECTURALSHINGLES W/ RIDGE VENT.COLOR TO BE SELECTEDFOR MAXIMUM SOLARREFLECTIVITYGUTTERS W/DOWNSPOUTS@ CORNERSEGRESS WINDOWWELL W/ HATCHEXTERIOR SCONCEW/ PHOTOCELL & M.S.EGRESS WINDOWWELL W/ HATCHEGRESS WINDOWWELL W/ HATCHEXTERIOR SCONCEW/ PHOTOCELL & M.S.EXTERIOR SCONCEW/ PHOTOCELL & M.S.ADDITIONAL DOWNSPOUTLOCATIONS ONLY IF NEEDEDTOP OF SLABFIRST FLOORSECOND FLOORTOP OF PLATE± PEAKGRADE116 Pleasant Street Suite 311 Easthampton, MA 01027 Phone: 1-413-529-9434 SIEGFRIED PORTH ARCHITECT A-200EXTERIOR ELEVATIONS TOWNHOUSES 25 MAPLE AVENUE NORTHAMPTON, MAFRONT / NORTHWEST ELEVATION @ 1/4" = 1'-0"REAR / SOUTHEAST ELEVATION @ 1/8" = 1'-0"SIDE / NORTHEAST ELEVATION @ 1/8" = 1'-0"SIDE / SOUTHWEST ELEVATION @ 1/8" = 1'-0" 36" HEIGHT GUARD RAILW/ FALL PROTECTION.HANDRAIL ONOPPOSITE WALL128124(4) P.T. 2X12 HEADER UNDERCONTINUOUS SILL W/ SILL SEALER,REFER TO DETAIL 2 ON SHEET A-500EGRESS WINDOWDRAIN TILE TO BE TIED TOPERIMETER DRAIN SYSTEMWINDOW WELL W/ EGRESS HATCH& LADDER WHERE REQUIRED(2) P.T. 2X8 SILLPLATE ANCHOREDTO FOUNDATIONREFER TO DETAILS2 & 3 ON A-500 FORNOTES ONFOUNDATION,FOOTING, ANDINSULATIONWOOD TRIM, SILL& APRONFLASHING & COUNTER-FLASHING@ SILL2X4 KICK PLATEDOUBLE 2X HEADERFINISH FLOOR OVER3/4" T&G SHEATHING(4) 2X12 STRINGERS1/2" GYPSUMFIRE-BLOCKP.T. 2X CUT TO SIZEBENCH W/ INTEGRATEDSHOE SHELF & UPPERSHELF MIN. 5' CLEARABOVE SEAT1ST FLOOR WINDOW& DOOR HEADSSHALL ALIGN128TEMPEREDCHASE FOR ROUTING FROMSOLAR-READY ZONEROUTING OF CONDUIT OR PLUMBINGFROM SOLAR-READY ZONE TO THEELECTRICAL SERVICE PANEL ORSERVICE HOT WATER SYSTEM3/0X4/0MIRRORREF.PULL-OUT COUNTER@ FULL-HEIGHTCABINETSADJACENT TO REF.D.W.FULL-HEIGHT INSULATEDFURRING WALL BEHIND TUB.ARCHITECT TO VERIFY 6 MILVAPOR RETARDER IS IN PLACEPRIOR TO TUB INSTALLATIONCHASE FOR ROUTING FROMSOLAR-READY ZONE BEHINDCABINETRIDGE VENTBOTTOM OFEXTERIORFOOTINGT.O. FOOTINGTOP OF SLABTOP OF WALLT.O. PLATEFIRST FLOORTOP OF PLATESECOND FLOORTOP OF PLATE± PEAKGRADEBOTTOM OFEXTERIORFOOTINGT.O. FOOTINGTOP OF SLABTOP OF WALLT.O. PLATEFIRST FLOORTOP OF PLATESECOND FLOORTOP OF PLATE± PEAKGRADE9/16" MAX RADIUSTRIANGULAR OPENING < 6"OPENING @ FALL PROTECTION < 4 3/8" @ OPEN SIDES OF STAIRS,< 4" @ OTHER REQUIRED GUARD LOCATIONS116 Pleasant Street Suite 311 Easthampton, MA 01027 Phone: 1-413-529-9434 SIEGFRIED PORTH ARCHITECT A-300BUILDING SECTIONS & TYPICAL STAIR NOTES TOWNHOUSES 25 MAPLE AVENUE NORTHAMPTON, MABUILDING SECTION B @ 1/4" = 1'-0"BUILDING SECTION A @ 1/4" = 1'-0"TYPICAL STAIR NOTES @ 3/4" = 1'-0" 4" CONCRETE SLABW/ 6X6 - 6/6 WWFOVER 6 MIL VAPOR RETARDERON R-10 RIGID INSULATION:3" POLYSTYRENE BOARDOVER 8" COMPACTED GRAVELMIN. R-15 CONTINUOUS INSULATION:4" POLYSTYRENE BOARDFASTENED TO CONCRETE W/ 1X4 STRAPPING @ 24" O.C.8"X16" KEYED CONCRETE FOOTINGW/ (2) #4 REBAR,LIQUID APPLIED BITUMINOUS CAPILLARY BREAK,WATERSTOP4" PERIMETER DRAINW/ GEOTEXTILE FABRIC1/2" GYPSUM WALL BOARD(1) LAYER 5/8" TYPE X GYPSUM CEILING BOARDOVER 6 MIL VAPOR RETARDERPRE-MANUFACTURED 14" RAISED-HEEL TRUSSES @ 24" O.C.MIN R-49 BATT INSULATION, 16"5/8" ZIP SHEATHING, TAPED50-YEAR ARCHITECTURAL SHINGLES,UNDERLAYMENT PER MANUFACTURER,ICE & WATER GUARD @ ALL EAVES, VALLEYS, & PENETRATIONSVENTED SOFFITMETAL DRIP W/ P.T. BLOCKINGFASCIA OVER 2X6 SUB-FASCIAHURRICANE TIEFRIEZE TRIMINSULATION BAFFLESFOR 2" AIR CHUTE2X6 STUDS @ 16" O.C.,FILL CAVITY W/ MIN. R-20 INSULATION:BLOWN FIBERGLASS OR CELLULOSE1/2" ZIP SHEATHING, TAPED6 MIL VAPOR RETARDERDOUBLE 2X8 BASE PLATE OVER SILL SEALERANCHORED TO FOUNDATIONW/ 1/2" ANCHOR BOLTSW/ MIN. 7" EMBEDMENT IN CONCRETE& PLATE WASHERS OR APPROVED ANCHOR STRAPS@ MAX. 4' O.C. & 12" FROM ENDS OF PLATES,BOTTOM PLATE TO BE P.T. OVER SILL SEALER.PLATE WASHERS SHALL BE .229"X3"X3"PROVIDED BETWEEN SILL PLATE & NUTEXCEPT WHERE APPROVED ANCHOR STRAPS ARE USED.THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTEDWITH A WIDTH UP TO 3/16" GREATER THAN THE BOLT DIAMETERAND MAX. 1 3/4" LENGTH,PROVIDED A STANDARD CUT WASHER IS PROVIDEDBETWEEN THE PLATE WASHER AND THE NUTFINISH FLOOR TBD OVER 3/4" T&G FLOOR SHEATHING8" CONCRETE FOUNDATION WALLW/ #4 REBAR@ 12" FROM TOP OF WALL& NEAR THIRD POINTS IN THE WALL HEIGHT,LIQUID APPLIED BITUMINOUS DAMPPROOFING @ EXTERIOREXTERIOR FINISH TBDDOUBLE 2X6 TOP PLATE(1) LAYER 1/2" GYPSUM CEILING BOARDRIM JOIST TBD18" ANTHONY PJI80 JOIST @ 16" O.C.OR 16" TJI560 TJI JOIST @ 16" O.C.JOISTS TO BE SELECTED & VERIFIED(18" DRAWN)FIRE BLOCK @ 10' O.C.,FINISH FLOOR TBD OVER 3/4" T&G FLOOR SHEATHINGALTERNATE #5: SOUND BOARD UNDERFINISH FLOOR @ 2ND FLOOR(1) LAYER 1/2" GYPSUM CEILING BOARDSKIRT BOARDMIN R-30 INSULATION FULL HEIGHT OF CAVITYMIN R-21 INSULATION FULL HEIGHT OF CAVITY5/8" TYPE X GYPSUM WALL BOARDADDITIONAL FIRE-BLOCKING@ ATTIC MID-HEIGHT2X6 FIRE-BLOCK W/ FIRE-CAULK@ SOUNDBOARDTOP OF PLATETOP OF WALLT.O. PLATEFIRST FLOORTOP OF PLATESECOND FLOORGRADEBOTTOM OF EXTERIOR FOOTINGT.O. FOOTINGTOP OF SLABREFER TO DETAIL 2 ON A-500FOR FLOOR & CEILING & ROOFNOTES1" SOUND BOARDACOUSTIC INSULATION @ ALLJOIST BAYS ADJACENT TOCOMMON WALLS, EACH LEVELNON-LOAD-BEARING 2X4 STUDS @ 16" O.C.ON DOUBLE 2X4 TOP & BASE PLATES.FIRE-BLOCK @ EACH FLOOR /CEILINGASSEMBLY , MAX. 10' O.C.FILL CAVITY W/ ACOUSTIC INSULATION2" AIR GAP.FIRE-BLOCK @ MAX. 10' O.C.5/8" TYPE X GYPSUM BOARD,CONTINUOUS FULL HEIGHT OF WALL2X6 FIRE-BLOCK W/ FIRE-CAULK@ SOUNDBOARD(2) P.T. 2X12 CUT SILL PLATE OVER SILL SEALERANCHORED TO FOUNDATIONW/ 1/2" ANCHOR BOLTSW/ MIN. 7" EMBEDMENT IN CONCRETE& PLATE WASHERS OR APPROVED ANCHOR STRAPS@ MAX. 4' O.C. & 12" FROM ENDS OF PLATES,BOTTOM PLATE TO BE P.T. OVER SILL SEALER.PLATE WASHERS SHALL BE .229"X3"X3"PROVIDED BETWEEN SILL PLATE & NUTEXCEPT WHERE APPROVED ANCHOR STRAPS ARE USED.THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTEDWITH A WIDTH UP TO 3/16" GREATER THAN THE BOLT DIAMETERAND MAX. 1 3/4" LENGTH,PROVIDED A STANDARD CUT WASHER IS PROVIDEDBETWEEN THE PLATE WASHER AND THE NUTNON-LOAD-BEARING 2X4 STUDS @ 16" O.C.ON 2X4 BASE PLATEON 2X6 BASE PLATE / FIRE-BLOCK.2X4 TOP PLATEUNDER 2X6 TOP PLATE / FIRE-BLOCK.FIRE-BLOCK @ MAX. 10' O.C.FILL CAVITY W/ ACOUSTIC INSULATION10"X20" KEYED CONCRETE FOOTINGW/ (3) #4 REBAR,LIQUID APPLIED BITUMINOUS CAPILLARY BREAKREFER TO DETAIL 3 ON A-500FOR SLAB & SUB-SLAB NOTES(1) LAYER 5/8" TYPE X GYPSUM BOARD SUPPORTED BY MIN. TWO INCHNOMINAL LEDGERS. GYPSUM TO EXTEND MIN. 4' FROM COMMONWALLS. NO PENETRATIONS PERMITTED WITHIN THIS AREA.BOTTOM OF COMMON FOOTINGTOP OF FOOTINGTOP OF SLABTOP OF PLATE± PEAKTOP OF WALLT.O. PLATEFIRST FLOORTOP OF PLATESECOND FLOORGRADE116 Pleasant Street Suite 311 Easthampton, MA 01027 Phone: 1-413-529-9434 SIEGFRIED PORTH ARCHITECT A-500DETAILS TOWNHOUSES 25 MAPLE AVENUE NORTHAMPTON, MADETAIL 3DETAIL 2DETAIL 1DETAIL 7DETAIL 6DETAIL 5DETAIL 4 BLOCKINGMIN R-30 INSULATIONFULL HEIGHT OF CAVITYCANTILEVER JOISTSENCAPSULATED (3) 1 3/4"X7 1/4" LVL BEAMW/ POST TO BEAM CONNECTORS1242X6 RAFTERS W/ GUSSET PLATE & RAFTER HANGERS,FIRE-BLOCK @ MAX .10' O.C.METAL DRIP W/ P.T. BLOCKING5/8" ZIPSHEATHING,TAPED50-YEAR ARCHITECTURAL SHINGLES,UNDERLAYMENT PER MANUFACTURER,ICE & WATER GUARD @ ALL EAVES, VALLEYS, & PENETRATIONS2X6 CEILING JOISTSW/ JOIST HANGERSP.T. 2X12 LEDGER (2) 1/2"ØLAG SCREWS @ 15" O.C.SOFFITHURRINCANE TIESOFFITFASCIA OVER 2X10 SUB-FASCIAFLASHING &COUNTER-FLASHINGTO UNDERSIDE OF SILL1 1/2" INSULATED ZIPSHEATHING, TAPEDBLOCKING FOR BRACKETS2X6 FLYING RAFTERSOFFITTYPICAL ROOF CONSTRUCTION PER DETAIL 1 ON SHEET A-500TRUSS HANGERSGIRDER TRUSSTOP OF PLATEP.T. 4X4 POST FASTENEDTO BEAM W/ (2) 1/2"ØTHROUGH-BOLTS W/WASHERSP.T. 6X6 POST NOTCHEDFOR (2) P.T. 2X12 BEAMW/ (2) 1/2"Ø THROUGH-BOLTS W/ WASHERS @EACH POST. POST BASEW/ 1" STAND-OFFANCHORED TO FOOTINGSIMPSON DTT2 DECKTIE & ASSOCIATED2X10 BLOCKING @EACH P.T. 4X4 POSTP.T. 2X12 LEDGER(2) 1/2"Ø LAGSCREWS @ 15" O.C.RAILING BLOCKINGTYPICALFOUNDATIONCONSTRUCTIONPER DETAILS 2&3ON SHEET A-500TYPICAL FLOORCONSTRUCTIONPER DETAIL 2 ONSHEET A-500THICKEN CONCRETE SIDEWALK UNDER STAIR STRINGERSP.T. 10X10 POSTNOTCHED FOR (2) P.T. 2X12 BEAMW/ (2) 1/2"Ø THROUGH-BOLTS W/ WASHER @ EACH POST.POST BASE W/ 1" STANDOFF ANCHORED TO FOOTING(2) P.T. 2X12 BEAM(2) P.T. 2X10 JOISTS@ 16" O.C. W/ JOIST HANGERS14" CONCRETE PIERANCHORED W/ (4) #4 BENT ANGLE REBARTO 30"X14" PRECAST CONCRETE FOOTINGW/ (3) #4 REBAR, EACH DIRECTIONP.T. 2X12 LEDGER(2) 1/2"Ø LAGSCREWS @ 15" O.C.36" HEIGHT RAIL W/FALL PROTECTIONDECKINGP.T. 2X4 KICK PLATEP.T. 2X12 STRINGER, (1) PERFOOT OF STAIR WIDTHFLASHING &COUNTER-FLASHINGW/ METAL DRIPTYPICALFOUNDATIONCONSTRUCTIONPER DETAILS 2 & 3ON SHEET A-500TYPICAL FLOORCONSTRUCTIONPER DETAIL TBD ONSHEET TBDTOP OF PLATESECOND FLOORTOP OF WALLT.O. PLATEFIRST FLOORGRADEBOTTOM OF EXTERIOR FOOTINGT.O. FOOTINGTOP OF SLAB± PEAK116 Pleasant Street Suite 311 Easthampton, MA 01027 Phone: 1-413-529-9434 SIEGFRIED PORTH ARCHITECT A-501DETAILS TOWNHOUSES 25 MAPLE AVENUE NORTHAMPTON, MADETAIL 8DETAIL 9DETAIL 10DETAIL 11 116 Pleasant Street Suite 311 Easthampton, MA 01027 Phone: 1-413-529-9434 SIEGFRIED PORTH ARCHITECT A-600SCHEDULES: DOOR & WINDOW TOWNHOUSES 25 MAPLE AVENUE NORTHAMPTON, MA 116 Pleasant Street Suite 311 Easthampton, MA 01027 Phone: 1-413-529-9434 SIEGFRIED PORTH ARCHITECT A-601SCHEDULE: FINISH TOWNHOUSES 25 MAPLE AVENUE NORTHAMPTON, MA UNIT 1738 SFUNIT 2661 SFUNIT 5738 SFUNIT 4661 SFUNIT 3558 SFBK116 Pleasant Street Suite 311 Easthampton, MA 01027 Phone: 1-413-529-9434 SIEGFRIED PORTH ARCHITECT A-700BASEMENT / FOUNDATION SCHEMATIC LIGHTING & POWER PLAN TOWNHOUSES 25 MAPLE AVENUE NORTHAMPTON, MABASEMENT / FOUNDATION SCHEMATIC LIGHTING & POWER PLAN BKEXTERIOR LIGHTEQUIPPED W/ PHOTCELL& MOTION SENSORBK116 Pleasant Street Suite 311 Easthampton, MA 01027 Phone: 1-413-529-9434 SIEGFRIED PORTH ARCHITECT A-701FIRST FLOOR SCHEMATIC LIGHTING & POWER PLAN TOWNHOUSES 25 MAPLE AVENUE NORTHAMPTON, MAFIRST FLOOR SCHEMATIC LIGHTING & POWER PLAN BK116 Pleasant Street Suite 311 Easthampton, MA 01027 Phone: 1-413-529-9434 SIEGFRIED PORTH ARCHITECT A-702SECOND FLOOR SCHEMATIC LIGHTING & POWER PLAN TOWNHOUSES 25 MAPLE AVENUE NORTHAMPTON, MASECOND FLOOR SCHEMATIC LIGHTING & POWER PLAN