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HomeMy WebLinkAboutS500.0H. G. McCULLOUGH DESIGNERS, INC- 2146 Glenview Drive, Evansville, IN 47720- Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174 - www.hgmccullough.comDesigned For:NVL 307 - Kennedy 14 JST @ 16" O.C. 2x1 0 R A FT E RS 16" O.C. 12 PITCH 8 2 PLY"x91 2 " LVL HDR.8'-912" 1'-434" 12'-118" 1'-234"9'-118"10'-118" 1'-434"9'-118"8'-118"CHILDREN'S PLAY ROOM UNFINISHED & HVAC CLOSET LIVING ROOM DEN PICTURE GALLERY UNFINISHED STORAGE MEDIA/CRAFT ROOM CLOSET COVERED FRONT PORCH 3 FRAMING SECTION 12 PITCH 31 2 BLOWN INSUL. R-50 2x6 RAFTERS 16" O.C. 2x6 JOIST 16" O.C. 2x6 JOIST 16" O.C. 2x8 JOIST 16" O.C. 6" 6" 1'-01116"213 16"9'-01516"10'-458"9'-1078"1'-2"112" 158"SLOPESTEP16 JST @ 16" O.C. 3 4" T&G OSB SUB. FL. 16 JST @ 16" O.C. 3 4" T&G OSB SUB. FL. 3 4" T&G OSB SUB. FL. OVERHANG OVERHANG 1'-10"DRAFT STOP SEAT CUT 6'-0" 3'-0"- EXPOSED AGGREGATE SLOPED STONE SILL w/ FLASHING (AS PER CONTRACTOR) INSUL. BATTS 11 2" NAILER SITTING ROOM KITCHEN POWDER ROOM TWO BAY GARAGE 2-PLYx16 FLUSH LVL HEADER W/ JST HANGERS MEDIA/FAMILY ROOM UNFINISHED STORAGE 2x6 JOIST 16" O.C. CLOSETCLOSETHVAC CLOSET GALLERY12 PITCH5 12 PITCH 21 4 12 PITCH 8 12 PITCH 8 12 PITCH8 2x8 JOIST 16" O.C.8'-912" 1'-434" 10'-118" 1'-434" 9'-118"2 FRAMING SECTION 2x8 RAFTERS 16" O.C.12'-118"2'-5916" 3'-1038" 7" 4'-1058"1'-678"1'-6"31 2" 4" 6'-33 4" 22'-6 1 16" 4'-811 16"10'-41316"2 x 8 RAFT ER S 1 6 " O.C .2 x 8 R AFTER S 1 6 " O .C . 2 x 8 RA F T E R S 16 " O.C .12 PITCH8 BLOWN INSUL. R-50 INSULATION BAFFLE STOP 2x4 NAILER 16 JST @ 16" O.C. 3 4" T&G OSB SUB. FL. 3 4" T&G OSB SUB. FL. 16 JST @ 16" O.C. 1'-012" 31 2 " 4'-8916"(4 ) 2 x1 2 C A RR IA G ES 1 1 16 TREADS 3 4 RISERS 14 TREADS @ 11" EACH=15 RISERS@714" EA.=3'-212" 12'-534" 3 4" 11 2" PLYWD. HANGER 9'-034"AIR SPACE BRICK VENEER DRAFT STOP INSUL. BATTS TOP OF RIDGE BEAM POURED CONCRETE WALL HEIGHT9'-0"10" CONC. WALL w/ VERT. #6 REBARS 36" o.c. & (4) #4 HORZ. REBARS CONT. (LAP 24" AS NECESSARY) #3 DOWELS x 18 LONG @ 36" o.c. SEAT CUT SEAT CUT SEAT CUT 7'-0" 3'-0"TOP OF GARAGE FOUNDATION2-PLYx16 FLUSH LVL HEADER SLOPED STONE SILL w/ FLASHING (AS PER CONTRACTOR) BOT. OF LOOKOUT 11'-218"INSUL. BATTS CLOSET 14 JST @ 16" O.C.1'-10"7'-318"3 4" T&G OSB SUB. FL. 16 JST @ 16" O.C. 10" CONC. WALL w/ VERT. #6 REBARS 36" o.c. & (4) #4 HORZ. REBARS CONT. (LAP 24" AS NECESSARY) #3 DOWELS x 18 LONG @ 36" o.c. W10x19# STEEL BEAM 20"x8" CONCRETE FOOTING CHILDREN'S PLAY ROOMMEDIA/FAMILY ROOM BEDROOM/FITNESS LIVING ROOM SITTING ROOM MASTER BEDROOM COVERED OUTDOOR ENTERTAINING 3-PLYx14 FLUSH LVL JST 2 PLY"x117 8" LVL HDR. 2 PLY"x18" LVL HDR. 12 PITCH 12 12 PITCH12 12 PITCH 10 8'-912" 1'-434" 12'-118" 1'-234" 9'-118"11'-118"1'-0"1 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.2x8 RAF T E R S 16" O .C.8'-634" 1'-278" 1'-314" 8'-958"1'-17 8" 8'-95 8" 8'-95 8"7'-118"1'-012" 312" 7'-1113 16" 8'-113 16" 312" 1'-012"31 2"11'-2" 1'-012"312" 11'-838"3'-71516" 11'-1138"2'-958" 8'-9316"1'-1014" 9'-8916"112" 3"DRAFT STOP SLOPESTEP3 4" T&G OSB SUB. FL. 14 JST @ 16" O.C. 6 MIL POLYETHYLENE VAPOR BARRIER 4" CONC. SLAB W/ 6x6 #10 WWF 4" (MIN.) GRAVEL FILL 4" CROSS-0VER DRAIN THROUGH FOOTING @ (1) LOCATION ON EACH SIDE OF FOUNDATION TYP. 20"x10" CONCRETE FOOTING @ 2500 PSI 4" DIA. PERF PIPE w/SOCK WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR GRAVEL FILL 7/16" O.S.B. SHEATHING ZIP WALL W/ TAPPED JOINTS AIR SPACE STONE VENEER ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE SEAT CUT SEAT CUT SEAT CUT SEAT CUT2x8 R A FTERS 16" O.C. 2x8 JOIST 16" O.C. 2x8 JOIST 16" O.C. 2x10 JOIST 16" O.C. FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x4 STUDS 16" O.C. w/ 12" DRYWALL BLOWN INSUL. R-50 INSULATION BAFFLE STOP TOP OF RIDGE BEAM TOP OF RIDGE BEAM TOP OF TRUSS POURED CONCRETE WALL HEIGHT9'-0"HEELHEIGHT3 PLY"x117 8" LVL HDR.7'-0" 2'-0" NOTE: EXTERIOR WALL, FOUNDATION LEDGE FLASHING & WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR - EXPOSED AGGREGATE SLOPED STONE SILL w/ FLASHING (AS PER CONTRACTOR)2'-7716"10'-778"BOT. OF LOOKOUT INSUL. BATTS 3-PLYx14 FLUSH LVL JST 8'-0316"16 JST @ 16" O.C. 3 4" T&G OSB SUB. FL. 12 PITCH12 2x8 R AFT E R S 16" O.C .2x6 JOIST 16" O.C. INSULATION BAFFLE STOP UNFINISHED STORAGE TWO BAY GARAGE 2" RIGID INSULATION 24"x12" CONCRETE FOOTING 2-PLYx1178 LVL HEADER 4 FRAMING SECTION TOP OF MAIN LEVEL SUB FL. 4" (MIN.) GRAVEL FILL 4" CONC. SLAB W/ 6x6 #10 WWF 1'-6" 31 2" 13'-1" 13'-1" 31 2"3'-838" 115 8"2'-814" 2x4 NAILER BLOWN INSUL. R-50 9'-118"1'-434" 10'-118" 1'-1116"61316" 10'-738" 2'-034" 13'-1038"DRAFT STOP11'-218"ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE TOP OF RIDGE BEAM 8'-134"10"BOT. OF LOOKOUT FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 SEAT CUT SEAT CUT STONE ASHING TRACTOR) BOT. OF LOOKOUT TOP OF GARAGE FOUNDATION 8SCALE: 1/4"=1'-0"FRAMING SECTIONS Drawings & blueprints are intended solely as a plan layout& basis for materialestimate. H.G. McCullough Designers Inc.assumes no responsibility for structuralor material adequacy of drawings nor for compliance with appropriate building codes.H.G. McCullough Designers Inc. is not liable for, nor does it guarantee or controlcontractor or subcontractor's performance, nor their errors or omission. Customersshould have qualified engineer or architect review construction detailsSHEET NUMBER"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproduction of this work, its technical aspects or creative content without the express written consent of H. G. McCullough Designers, Inc. This work is fully protected by copyright under U.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." 05/13/20 Adam Schriner