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HomeMy WebLinkAboutS400.1Drawings & blueprints are intended solely as a plan layout& basis formaterial estimate. H.G. McCullough Designers Inc.assumes noresponsibility for structural or material adequacy of drawings norfor compliance with appropriate building codes.H.G. McCulloughDesigners Inc. is not liable for, nor does it guarantee or controlcontractor or subcontractor's performance, nor their errors oromission. Customers should have qualified engineer or architectreview construction details GRAVEL FILLRUBBERFLASHING ASPER CONTR.2 FRAMING SECTION20'-278"10'-034"9'-312" 1'-578"1'-21316" 312" 7'-0316"SEATCUT11716" 534" 1'-1134"SEATCUT6"22'-612" 312" 1'-61516" 19'-1078" 61116" 1'-012"SEATCUTSEATCUT8'-178"1'-234" 8'-912" 11'-118" 1178"LIVING ROOMENTRY FOYEROPEN AIR TERRACEREC. ROOMASPHALT SHINGLES716 " DECKING15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISKAREAS USE ICE & WATER SHIELD MEMBRANE12PITCH 1234" T&G OSBSUB. FL.12" CONC. WALL w/ VERT.#6 REBARS 36" o.c. & (4)#4 HORZ. REBARS CONT.(LAP 24" AS NECESSARY)#3 DOWELS x 18 LONG@ 36" o.c.BLOWNINSUL. R-50DRAFTSTOP(4) 2x12 CARRIAGES(4) 2x12 CARRIAGES6 MIL POLYETHYLENEVAPOR BARRIER4" CONC. SLAB3500 PSI1'-138" 20'-814"TOP OFRIDGE BEAM6'-0" 3'-0"112"212"SLOPESTEP2x6 RAFTERS 16" O.C.2x6'S 16" O.C.2PLYx914 LVL HEADER 12PITCH62PLYx1178 LVL HEADER2x8 RAFTERS 16" O.C.12PITCH129'-118"1'-058" 10'-118" 2x4BRACING2x8 JOIST 16" O.C.14 JST @ 16" O.C.1178 JST @ 16" O.C.4" CROSS-0VER DRAIN THROUGHFOOTING @ (1) LOCATION ON EACHSIDE OF FOUNDATION TYP.SLOPED STONE SILLw/ FLASHING(AS PER CONTRACTOR)AIR SPACESTONE VENEER6 MIL POLYETHYLENEVAPOR BARRIER4" (MIN.)GRAVEL FILL 4" CONC. SLABW/ 6x6 #10 WWF12" CONC. WALL w/ VERT.#6 REBARS 36" o.c. & (4)#4 HORZ. REBARS CONT.(LAP 24" AS NECESSARY)#3 DOWELS x 18 LONG@ 36" o.c.34" T&G OSBSUB. FL.7/16" O.S.B. SHEATHINGZIP WALL W/TAPPED JOINTSRETAINING WALLVERIFY w/ LANDSCAPE DESIGNERFINAL GRADE T.B.D.VERIFY w/ CONTRACTOR9'-118" 6 FRAMING SECTION1'-012" 312"7'-5" 7'-5"312" 1'-012"SEATCUTSEATCUT2x6 RAFTERS 16" O.C.8'-1138"9'-118"1'-058"10'-118" 1'-234" 8'-912"1'-012"312"9'-812"10'-638"418"4'-2"312"1'-1916"SEATCUTSEATCUTSEATCUT1'-434" 6'-111316" 10'-578"2-PLYx714 LVL HEADER 2x8 RAFTERS 16" O.C.2x8 JOIST 16" O.C.2x8 JOIST 16" O.C.16 JST @ 16" O.C.7'-1" 10"8'-0 116"5'-514"2x6 RAFTERS 16" O.C.TRUSSES 24" o.c.T.C. L.L. 30 PSFT.C. D.L. 10 PSFB.C. D.L. 10 PSFB.C. L.L. 0 PSFTOTAL 50 PSFNOTE: TRUSSDESIGN BY MFG.LIVING AREACARRIAGE HOUSE2 CAR GARAGESCREENED PORCH MASTER BEDROOMBEDROOM #3 1'-212" 312" 10'-4716" 10'-47 16" 312" 1'-212"TOP OF MAINLEVEL SUB FL. 10'-4916" 1'-312" 10'-71516"7'-9516"12PITCH 1212PITCH 1212PITCH 1212PITCH 934" T&G OSBSUB. FL.BLOWNINSUL. R-50BLOWNINSUL. R-502x10'S 16" O.C.TOP OFRIDGE BEAMTOP OF TRUSS7'-1178"INSUL.BATTS3'-0" TOP OF GARAGEFOUNDATION2x6'S 16" O.C.6'-7"12PITCH6 11161'-0"HEELHEIGHT2-PLYx14LVL HEADER4" CROSS-0VER DRAIN THROUGHFOOTING @ (1) LOCATION ON EACHSIDE OF FOUNDATION TYP. SLOPED STONE SILLw/ FLASHING(AS PER CONTRACTOR)SCALE: 1/4"=1'-0"FRAMING SECTIONS 9SHEET NUMBER05/19/20 Adam Schriner