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HomeMy WebLinkAboutWagner-08 Framing Sections 1-2-7H. G. McCULLOUGH DESIGNERS, INCDesigned For:Wagner ResidenceCarmel,INDate: 01-26-18Plan number #170814CONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174 - www.hgmccullough.comGARY NANCE DESIGNArchitectural Concepts ByMake yourself at home4631LisbornDriveCarmel ,IN46033 317.663.4793Pgnance@garynancedesign.comgarynancedesign.com Thesedesignconceptsare thepropertyofGaryNanceDesign andmaynotbeusedwi thoutapproval fromGaryNanceDesign 1 FRAMING SECTION GAME AREA BATHROOM DINING AREAENTRY 10'-118"6'-2" 23'-0" 6'-10" 16 JST @ 16" O.C. 3 4" T&G OSB SUB. FL. 12 PITCH11 10" CONC. WALL w/ VERT. #6 REBARS 36" o.c. & (4) #4 HORZ. REBARS CONT. (LAP 24" AS NECESSARY) 18"x8" CONCRETE FOOTING @ 2500 PSI #3 DOWELS x 18 LONG @ 36" o.c. 4" DIA. PERF PIPE w/SOCK6 MIL POLYETHYLENE VAPOR BARRIER GRAVEL FILL 4" CONC. SLAB 3500 PSI FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x4 STUDS 16" O.C. w/ 1 2" DRYWALL ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE TOP OF TRUSS RUBBER FLASHING AS PER CONTR.1'-434"8'-912" 9'-0"6 MIL POLYETHYLENE VAPOR BARRIER 4'-0" 5'-0"3'-0" 6'-0"HEELHEIGHT2 PLY"x912" LVL HDR.112" 112"SLOPESTEP112"STEP112"SLOPETRUSSES 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. 2 PLY"x14" LVL HDR.POURED CONCRETE WALL HEIGHT3'-0" 2 PLY"x14" LVL HDR. 12 PITCH 11 2 PLY"x18" FLUSH LVL HDR. W/JST. HANGERS 2 PLY"x117 8" LVL HDR. WOOD BEAM 20"x8" CONCRETE FOOTING GRAVEL FILL2'-0"12 PITCH4 3 PLY"x20" LVL HDR. 2 PLY"x16" LVL HDR.8'-714 "1'-7"2x6 CEILING 24" O.C. 2x6 RAFTERS 24" O.C.9'-118 " 4'-158"1'-414"311 16 "2'-71116"8'-878" SEAT CUT 19'-41316 " 1'-1 38"11316"10'-934"3'-038"9'-101516"1'-012" 9'-101516"23'-312"1'-2"71316 " 3'-358 " 2'-9516"9316 "HEELHEIGHTHEELHEIGHT24'-512"3'-1138"10'-115 16" 5'-31 8"7'-6916" 1'-73 4" 312"5'-914"5'-10" 12 PITCH5 10'-118 " 3'-234 " 5'-1014"312" SEAT CUT SEAT CUT 8'-714" 1'-878"2x8 RAFTERS 24 " O.C. 2x6 RAFTERS 24" O.C.9'-2316"BLOWN INSUL. R-50 WOOD BEAM FAMILY AREA FITNESS BEDROOM 3 4" T&G OSB SUB. FL. 2 FRAMING SECTION COVERED FRONT PORCH 12 PITCH 8 4" DIA. PERF PIPE w/SOCK 10" CONC. WALL w/ VERT. #6 REBARS 36" o.c. & (4) #4 HORZ. REBARS CONT. (LAP 24" AS NECESSARY) 18"x8" CONCRETE FOOTING @ 2500 PSI #3 DOWELS x 18 LONG @ 36" o.c. 6 MIL POLYETHYLENE VAPOR BARRIER GRAVEL FILL 4" CONC. SLAB 3500 PSI 7/16" O.S.B. SHEATHING AIR SPACE STONE VENEER 10'-118"RUBBER FLASHING AS PER CONTR.112" 11 2 " 9'-1014"BOT. OF LOOKOUT 8'-714"2 PLY"x91 2" LVL HDR. 2 PLY"x1178" LVL HDR. DRAFT STOP 138"STEP STEPSLOPETRUSSES 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-50 91 4"8'-8"HEELHEIGHTRUBBER FLASHING AS PER CONTR.7'-0" 2'-0"8'-0" 1'-0"INSUL. BATTS ZIP WALL W/ TAPPED JOINTS SCISSOR TRUSSES 24" o.c 16 JST @ 16" O.C. 2 PLY"x912" LVL HDR. 12 PITCH5 4" CONC. SLAB 3500 PSI GRAVEL FILL WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR 20"x8" CONCRETE FOOTING GRAVEL FILL 15'-238"8'-53 4"5'-9716"9'-734"1'-01 2" 9'-9916 " 4'-23 16 " 9'-1114"6'-1"7'-9516"7'-1516"3'-11116"5'-31116"4'-014"61116"19'-2"HEELHEIGHT18'-3" 11"12 PITCH 11 12 PITCH5 1'-734" 312"7'-5516 " 4'-3716"1'-878 " 3'-8716"2x8 RAFTERS 24" O.C. 2x8 RAFTERS 24" O.C.9'-2316"SEAT CUT TOP OF TRUSS OVERHANG 12 PITCH 12 1'-538" 7'-612" 7'-612"1'-538" 7 FRAMING SECTION GRAVEL FILL8'-7716 " 1'-278" 1058"7'-718"5'-514"HEELHEIGHT2 PLY"x1178" LVL HDR. TOP OF MAIN LEVEL SUB FLOOR8'-834"SCISSOR 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.916"SLOPE12 PITCH9 4" CONC. SLAB 3500 PSI 1'-0"BOT. OF RAFTER SCALE: 1/4"=1'-0"FRAMING SECTIONS 08 SHEET NUMBER 02/19/18 Adam Schriner