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HomeMy WebLinkAboutS001.1TOP OF TRUSS FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x4 STUDS 16" O.C. w/ 1 2" DRYWALL ZIP WALL W/ TAPPED JOINTS 7/16" O.S.B. SHEATHING AIR SPACE BRICK VENEER 6 MIL POLYETHYLENE VAPOR BARRIER4" (MIN.) GRAVEL FILL 4" CONCRETE SLAB BOT. OF LOOKOUTHARDI PANEL w/ TRIM 12"X22" DEEP CONCRETE FOOTING @ 2500 PSI TRUSSES 24" o.c. T.C. L.L. 30 PSF T.C. D.L. 10 PSF B.C. D.L. 10 PSF B.C. L.L. 0 PSF TOTAL 50 PSF NOTE: TRUSS DESIGN BY MFG. BLOWN INSUL. R-19 KITCHEN AREA 1 FRAMING SECTION LAUNDRY 1'-012" 19'-7716 " 19'-7916" 1'-012"10'-118" 1'-858"13'-1"HEELHEIGHT12 PITCH 8 ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE R-10 RIGID INSULATION 10'-678"12 PITCH 6 2'-0"BRICK SILL w/ FLASHING (VERIFY w/ CONTRACTOR) 6 MIL POLYETHYLENE VAPOR BARRIER 4" (MIN.) GRAVEL FILL 4" CONC. SLAB W/ 6x6 #10 WWF FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-11 1178 LVL JST @ 16" O.C. 34" T&G OSB SUB. FL. STORAGE 3 CAR GARAGE 2 FRAMING SECTION W21x73# STL. BEAM ROOM OVER ATTIC TRUSSES 24" o.c. T.C. L.L. 30 PSF T.C. D.L. 10 PSF B.C. D.L. 10 PSF B.C. L.L. 0 PSF TOTAL 50 PSF NOTE: TRUSS DESIGN BY MFG. 1'-012"10'-112" 10'-112" 14'-012" 6"10'-118"1'-058" 8'-118"2'-1"10'-112"HEELHEIGHT12 PITCH 12 10'-678"BOT. OF LOOKOUT 2x4 NAILER INSULATION BAFFLE STOP TOP OF GARAGE FOUNDATION TOP OF MAIN LEVEL SUB FLOOR OVERHANG TOP OF TRUSS 12"X22" DEEP CONCRETE FOOTING @ 2500 PSI TRUSSES 24" o.c. T.C. L.L. 30 PSF T.C. D.L. 10 PSF B.C. D.L. 10 PSF B.C. L.L. 0 PSF TOTAL 50 PSF NOTE: TRUSS DESIGN BY MFG. BLOWN INSUL. R-19 117 8 JST @ 16" O.C. LAUNDRY MASTER BEDROOMENTRY FOYER GUEST BATHCOVERED PORCH SERVICE ENTRY BEDROOM CLOSET BATHROOM 3 FRAMING SECTION 6" 14'-678"6" 1'-312" 6'-034 " 7'-11316 " 13'-2316 "2'-4"8'-434" 7'-11316"2'-4716 " 13'-2316"HEELHEIGHTHEELHEIGHT HEELHEIGHT12 PITCH 12 THICKEN SLAB 2 PLY"x1178" FLUSH LVL HDR. W/ JST. HANGERS OVERHANG CANTILEVER TRUSS BRICK SILL w/ FLASHING (VERIFY w/ CONTRACTOR) 6 MIL POLYETHYLENE VAPOR BARRIER4" (MIN.) GRAVEL FILL 12"X22" DEEP CONCRETE FOOTING @ 2500 PSI 10'-118"4" CONCRETE SLAB 4" CONCRETE SLAB 1'-1" BLOWN INSUL. R-19 SCALE: 1/4"=1'-0"FRAMING SECTIONS 7 NOT FOR CONSTRUCTION PRELIMINARY CONSTRUCTION DRAWINGS ONLY NOT TO BE USED FOR STRUCTURAL PURPOSES SHEET NUMBER 01/22/20 Mike Sheeks