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HomeMy WebLinkAboutS102.08" CONC. WALL (2) ROWS OF #4 HORZ. REBARS LAP 24 AS NECESSARY 3 FRAMING SECTION 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. BEDROOM #3CLOSET BATHROOM STUDY AQUARIUM / CLOSET "SUMP ROOM"MASTER CLOSET MASTER BEDROOM MASTER BATH 14 JST @ 16" O.C. 3 4" T&G OSB SUB. FL. 117 8 JST @ 16" O.C. 3 4" T&G OSB SUB. FL. 2 PLY"x117 8" LVL HDR. 2 PLY"x117 8" LVL HDR. 2 PLY"x117 8" LVL HDR. 2 PLY"x117 8" LVL HDR. 2 PLY"x117 8" LVL HDR. 6 MIL POLYETHYLENE VAPOR BARRIER3'-0"POUREDCONCRETE WALL HEIGHT2" RIGID INSULATION 1'-5" 1'-01 2" 4 9 16"1'-5"3'-112"1'-234" 10'-118" 1'-058" 9'-118"ZIP WALL W/ TAPPED JOINTS 7/16" O.S.B. SHEATHING AIR SPACE BRICK VENEER 31 2"8'-634"1'-3716"HEELHEIGHTINSULATION BAFFLE STOP FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x4 STUDS 16" O.C. w/ 1 2" DRYWALL INSUL. BATTS 4" DIA. PERF PIPE w/SOCK WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR GRAVEL FILL 20"x8" CONCRETE FOOTING @ 2500 PSI BLOWN INSUL. R-50 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. 2x8 RAFTERS 16" O.C. 12 PITCH9 2x4 NAILER 2 PLY"x117 8" FLUSH LVL HDR. W/JST. HANGERS 3716"HEELHEIGHT9'-914"BOT. OF LOOKOUT 7'-914"BOT. OF LOOKOUT H. G. McCULLOUGH DESIGNERS, INCCONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174 - www.hgmccullough.comGARY NANCE DESIGN Architectural Concepts ByMake yourself at home4631LisbornDriveCarmel,IN46033 317.663.4793Pgnance@garynancedesign.comgarynancedesign.com ThesedesignconceptsarethepropertyofGaryNanceDesign andmaynotbeusedwithoutapprovalfromGaryNanceDesign Designed For:287 WSVSavader/SchragerDate: 01-10-19Plan number #180628 10'-118" 2'-0"8" CONC. WALL w/ VERT. #6 REBARS 36" o.c. & (4) #4 HORZ. REBARS CONT. (LAP 24" AS NECESSARY) 8" CONC. WALL (2) ROWS OF #4 HORZ. REBARS LAP 24 AS NECESSARY 2 CAR GARAGE KITCHEN HEARTH ROOMLAUNDRY 3 4" T&G OSB SUB. FL. 14 JST @ 16" O.C. 3 4" T&G OSB SUB. FL. 117 8 JST @ 16" O.C. 4 FRAMING SECTION20"x10" THK. CONC. FTG W/(2)#4 BARS CONT. 3 PLY"x20" FLUSH LVL HDR. W/JST. HANGERS 1'-5"2'-71116"1'-7 5 16"31 2" 11'-13 4" 1'-01 2"12'-81 2" 12'-81 2" 1'-01 2" 7'-1 7 16" 2x10 JOIST 16" O.C. 2 5 16"HEELHEIGHTSEAT CUT 3'-0"POUREDCONCRETE WALL HEIGHT9'-0"POURED CONCRETE WALL HEIGHT2x10'S 16" O.C. 2x10'S 16" O.C. WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR GRAVEL FILL 4" DIA. PERF PIPE w/SOCK 6 MIL POLYETHYLENE VAPOR BARRIER 4" CONC. SLAB 3500 PSI8'-9 1 2" 1'-234"10'-1 18 " 1'-0 58 " 9'-118"3'-1"1034" 9'-01116"2x8 RAFTERS 24" O.C.71516"9'-638"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. TOP OF RIDGE BEAM TOP OF TRUSS 6 MIL POLYETHYLENE VAPOR BARRIER 4" (MIN.) GRAVEL FILL 4" CONC. SLAB W/ 6x6 #10 WWF TOP OF GARAGE FOUNDATION MEDIA ROOM BLOWN INSUL. R-50 #3 DOWELS x 18 LONG @ 36" o.c. 3'-338"4'-1316"5'-0 5 16"7'-0" HEELHEIGHTTRUSSES 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.5'-3716" 4'-813 16" 5'-61 8" 5'-758"11'-112"BOT. OF LOOKOUT 9'-914"BOT. OF LOOKOUT8'-518"BOT. OF LOOKOUT 12 PITCH5 6'-258"2x8 RAFTERS 24" O.C.101 2"31 2" SEAT CUT 6 FRAMING SECTION9'-0"POURED CONCRETE WALL HEIGHT1 CAR GARAGE 2x10'S 16" O.C. 2x10'S 16" O.C.(4) 2x1 2 C A R R I A G E S (4) 2x12 CARRIAGES 1 1 16 TREADS 3 4 RISERS 1 1 16 TREADS 3 4 RISERS 8 TREADS @ 11" EA.= PLYWD. HANGER 5'-3716"4'-81316"5'-618"5'-758"1114"HEELHEIGHT1'-01 2" 12 PITCH 12 1'-9516"10'-118" 2'-0"101 4" 12 PITCH 3 HEELHEIGHT5'-1316"7'-4" 3 4"5'-41 4" PLYWD. HANGER 7'-4" 3 4" 4'-41 4" 8 TREADS @ 11" EA.=9 RISERS@7716" EA.= 9 RISERS@7116" EA.= TRUSSES 24" o.c. NOTE: TRUSS DESIGN BY MFG. 09SCALE: 1/4"=1'-0"FRAMING SECTIONS SHEET NUMBER 02/08/19 William Hohlt