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Designed For:Westvale Lot 92Stump ResidenceDate: 08-20-19Plan number #190601H. G. McCULLOUGH DESIGNERS, INCCONSTRUCTION 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 317.574.7617P112"SLOPESTEP GRAVEL FILL RUBBER FLASHING AS PER CONTR. 4" MASONRY LEDGE 8'-912" 20"x8" CONCRETE FOOTING 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 FRAMING SECTIONPOURED CONCRETE WALL HEIGHT9'-0"1'-73 4"14'-6"18'-8 9 16 " 1'-715 16" 10'-1 1 16" 11'-9 7 16" 3-PLYx16 LVL HEADER 8'-81316" 8'-1018"658" 8'-2916 " 8'-91116"4'-11116"10'-018"20"x10" CONCRETE FOOTING @ 2500 PSI 4" DIA. PERF PIPE w/SOCK WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR GRAVEL FILL 4" CONC. SLAB W/ 6x6 #10 WWF 4" (MIN.) GRAVEL FILL4 MIL POLYETHYLENE VAPOR BARRIER 14 JST @ 16" O.C. FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x6 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 BLOWN INSUL. R-50 12 PITCH 9 12 PITCH215 16 3 4" T&G OSB SUB. FL. 11" TOP OF TRUSS TOP OF TRUSS 8" CONC. WALL (2) ROWS OF #4 HORZ. REBARS LAP 24 AS NECESSARY CONC. BLK. 3-PLYx11 7 8 LVL HEADERHEELHEIGHTHEELHEIGHTHEELHEIGHT HEELHEIGHT2-PLYx9 1 2 LVL HEADER FAMILY AREA ENTRY FOYERCOVERED OUTDOOR LIVING COVERED PORCH CONC. BLK.112" 138"SLOPESTEP212"6'-0"6'-0"1'-0"12'-118"1'-234" CONC. SLAB W/ 6x6 #10 WWF EXPOSED AGGREGATE CONC. SLAB W/ 6x6 #10 WWF EXPOSED AGGREGATE 12 PITCH9 INSUL. BATTS ZIP WALL W/ TAPPED JOINTS 7/16" O.S.B. SHEATHING AIR SPACE BRICK VENEER BOT. OF LOOKOUT 11'-81116"2 " RIGID INSUL.3'-0"1'-0"1'-434"1'-31 2"112"STEPRUBBER FLASHING AS PER CONTR. DINING ROOM MASTER BEDROOMCOVERED OUTDOOR LIVING 2 FRAMING SECTION 1'-01 2" 8'-51 2" 8'-51 2" 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.POURED CONCRETE WALL HEIGHT9'-0"8'-912" 1'-234 " 12'-118 " 1'-21316 " 8'-512"8'-912" 1'-234" 10'-118 "1'-0"9'-11 2" 9'-11 2" 1'-01 2" 1'-10" 13'-8" 1'-10"1'-712"9'-112"20"x10" CONCRETE FOOTING @ 2500 PSI 4" DIA. PERF PIPE w/SOCK 20"x10" CONCRETE FOOTING @ 2500 PSI 4" CROSS-0VER DRAIN THROUGH FOOTING @ (1) LOCATION ON EACH SIDE OF FOUNDATION TYP. WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR GRAVEL FILL 4" CONC. SLAB W/ 6x6 #10 WWF 4" (MIN.) GRAVEL FILL 4 MIL POLYETHYLENE VAPOR BARRIER 14 JST @ 16" O.C. 3 4" T&G OSB SUB. FL. FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x6 STUDS 16" O.C. w/ 1 2" DRYWALL 14 JST @ 16" O.C. 3 4" T&G OSB SUB. FL. ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE BLOWN INSUL. R-50 BLOWN INSUL. R-50 12 PITCH 12 12 PITCH 12 TOP OF TRUSS TOP OF TRUSS 8" CONC. WALL (2) ROWS OF #4 HORZ. REBARS LAP 24 AS NECESSARY 8" CONC. WALL (2) ROWS OF #4 HORZ. REBARS LAP 24 AS NECESSARY CONC. BLK.HEELHEIGHT GRAVEL FILL ZIP WALL W/ TAPPED JOINTS 7/16" O.S.B. SHEATHING 10'-138"11'-81116"BOT. OF LOOKOUT BOT. OF LOOKOUT HEELHEIGHTFLASHING @ SITE AS PER CONTR. FLASHING @ SITE AS PER CONTR. 20"x8" CONCRETE FOOTING 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. 6 FRAMING SECTION 20"x10" CONCRETE FOOTING @ 2500 PSI 4" DIA. PERF PIPE w/SOCK WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR GRAVEL FILL BLOWN INSUL. R-50 12 PITCH 9 3 4" T&G OSB SUB. FL. 4" CONC. SLAB W/ 6x6 #10 WWF (4 ) 2x 1 2 C A R R IA G E S 1 1 16 TREADS 3 4 RISERS 3-PLY 2x8 = 13 TREADS @ 11" EACHPLYWD. HANGER 14 RISERS@718" EA.2x10'S 3 4"11'-11"4'-5"1'-858" 8'-358"3'-215 16"9 1 16"CONC. BLK. ENTRY FOYER COVERED PORCH 11'-9 7 16"8'-81316" 8'-1018"12 PITCH 9 11" TOP OF TRUSS HEELHEIGHTFAMILY AREA 3 RISERS@718" EA.7'-078"2-PLYx14 LVL HEADER w/ METAL JST. HANGER 1'-31 2" SCALE: 1/4"=1'-0"FRAMING SECTIONS 7 SHEET NUMBER 08/30/19 Mike Sheeks