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HomeMy WebLinkAboutS101.0H. G. McCULLOUGH DESIGNERS, INCDesigned For:284 WVLLangham/AlexanderDate: 02-19-19Plan number #180819CONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at homeMcKENZIECOLLECTION.COM 4631LisbornDriveCarmel ,IN46033 317.574.7617PSLOPESTEPPOURED CONCRETE WALL HEIGHT GRAVEL FILL RUBBER FLASHING AS PER CONTR. INSUL. BATTS 11'-912"8'-214" 112"2'-8516" 912 " ENTRY FAMILY AREA FRONT COVERED PORCH 1 FRAMING SECTION 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) GRAVEL FILL 20"x10" CONCRETE FOOTING @ 2500 PSI WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR #3 DOWELS x 18 LONG @ 36" o.c.9'-0"914 "13'-4"13'-0"8'-912 " 1'-234 " 10'-118" 1'-838"8'-7316 " 7'-212"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. 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. 14 JST @ 16" O.C. 3 4" T&G OSB SUB. FL. 12 PITCH 12 12 PITCH 12 OPEN AIR COVERED TERRACE 112"112"112"1916" SLOPESTEP6" CONC. BLK. TOP OF TRUSS 5'-0" 4'-0"4" CONC. SLAB 3500 PSI 6 MIL POLYETHYLENE VAPOR BARRIER 4" CONC. BLK. 20"x8" CONCRETE FOOTING 7'-0" 29'-41 4"1'-41 4"2'-4"9'-8516 "7'-21 2" 31 2"31 2" 6'-81 2"13'-4" SEAT CUT 4'-012"1'-61 2" SEAT CUT 14'-5916"BOT. OF LOOKOUT 2 PLY"x117 8" LVL HDR. 2x6 JOIST 16" O.C.12'-2"TRIPLE 2x10 HDR.2x6 RAFTERS 24" O.C.HEELHEIGHTJST. HANGER TRIPLE 2x10 HDR. HEELHEIGHTFULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2'-0"6 MIL POLYETHYLENE VAPOR BARRIER ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE METAL CHIMNEY CAP 2 FRAMING SECTION 10" CONC. WALL (2) ROWS OF #4 HORZ. REBARS LAP 24 AS NECESSARY 14 JST @ 16" O.C. 117 8 JST @ 16" O.C. 3 4" T&G OSB SUB. FL. MASTER BEDROOM HIS CLOSETWALK IN SHOWER W.C. 12 PITCH12 12 3 15 16 PITCH 4'-112"12 PITCH12 1'-234"2'-51116"10'-118"1'-61 2"13'-4"1'-61 2"13'-4"7'-65 16 "3'-53 4"15'-0 7 16"4'-958" 11'-0116"8'-338"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-50 AIR SPACE STONE VENEER 7/16" O.S.B. SHEATHING ZIP WALL W/ TAPPED JOINTS AIR SPACE BRICK VENEERFULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x6 STUDS 16" O.C. w/ 1 2" DRYWALL 2 PLY"x91 2" LVL HDR. 2 PLY"x91 2" LVL HDR. 4" DIA. PERF PIPE w/SOCK20"x10" CONCRETE FOOTING @ 2500 PSI WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR GRAVEL FILL10'-5916"BOT. OF LOOKOUT HEELHEIGHTSEAT CUT HEELHEIGHTTOP OF TRUSS 31 2"2'-138"2" RIGID INSULATION POUREDCONCRETE WALL HEIGHT4'-0"CRAWLSPACE 3 FRAMING SECTION INSUL. BATTS FAMILY AREA 4" DIA. PERF PIPE w/SOCK GRAVEL FILL 10" CONC. WALL w/ VERT. #6 REBARS 36" o.c. & (4) #4 HORZ. REBARS CONT. (LAP 24" AS NECESSARY) 20"x10" CONCRETE FOOTING @ 2500 PSI WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR #3 DOWELS x 18 LONG @ 36" o.c.8'-912" 1'-234 " 10'-118"8'-7316" 7'-212"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. 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. 14 JST @ 16" O.C. 3 4" T&G OSB SUB. FL. 12 PITCH12 12 PITCH 12 OPEN AIR COVERED TERRACE 112"1916" SLOPESTEP1'-61 2"10'-8"7'-21 2 " 29'-41 4" 31 2"1'-41 4"9'-8516 "2'-4"5'-11116"10'-8" KITCHEN SEAT CUT 2 PLY"x117 8" LVL HDR.13'-1916"HEELHEIGHTHEELHEIGHTJST. HANGER AIR SPACE STONE VENEER 7/16" O.S.B. SHEATHING ZIP WALL W/ TAPPED JOINTS AIR SPACE BRICK VENEER POURED CONCRETE WALL HEIGHT9'-0"7'-0" 2'-0"4" CONC. BLK.6" CONC. BLK. RUBBER FLASHING AS PER CONTR. 6 MIL POLYETHYLENE VAPOR BARRIER 4" CONC. SLAB 3500 PSI BOT. OF LOOKOUT FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x6 STUDS 16" O.C. w/ 1 2" DRYWALL TOP OF TRUSS 4 FRAMING SECTION METAL CHIMNEY CAP FAMILY AREA 4" DIA. PERF PIPE w/SOCK GRAVEL FILL 10" CONC. WALL w/ VERT. #6 REBARS 36" o.c. & (4) #4 HORZ. REBARS CONT. (LAP 24" AS NECESSARY) 20"x10" CONCRETE FOOTING @ 2500 PSI WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR #3 DOWELS x 18 LONG @ 36" o.c. 8'-912 " 1'-234 " 10'-118"8'-7316" 7'-212"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. 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. 14 JST @ 16" O.C. 3 4" T&G OSB SUB. FL. 12 PITCH 12 12 PITCH12 OPEN AIR COVERED TERRACE 112"1916" SLOPESTEP1'-61 2"12'-0"7'-21 2 "29'-41 4"31 2"1'-41 4" 9'-8516 "2'-4"3'-958" 12'-0116"KITCHEN BOT. OF LOOKOUT 2 PLY"x117 8" LVL HDR. SEAT CUT 9'-0"INSUL. BATTS 20"x8" CONCRETE FOOTING POURED CONCRETE WALL HEIGHTHEELHEIGHTHEELHEIGHTTOP OF TRUSS JST. HANGER ASPHALT SHINGLES 11'-912"15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE 7 16 " DECKING SCALE: 1/4"=1'-0"FRAMING SECTIONS 8 SHEET NUMBER 03/04/19 Adam Schriner