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HomeMy WebLinkAboutA010.3 - NVL 320 Framing Sections 1 & 2GRAVEL FILL BEDROOM #3 LANDING BATHROOM 2 FRAMING SECTION 9'-118"1'-434" 9'-118" 8'-912" 1'-234" LIVING ROOM 12 PITCH5 16 JST @ 16" O.C. 14 JST @ 16" O.C. 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'-012" 19'-412" 6'-1" 19'-512" 1'-012"1'-2" 7'-111316" 3'-6916"1'-4316" 11'-4316"HEELHEIGHTHEELHEIGHT(4) 2x 12 CA R RI A G E S 1 1 16 TREADS 34 RISERS (4) 2x1 2 CARRI A G E S 1 1 16 TREADS 3 4 RISERS 12 PITCH 2 142x6'S 24" O.C. 1014" 312" 4'-834" 412"1"6 MIL POLYETHYLENE VAPOR BARRIER 4" CONC. SLAB W/ 6x6 #10 WWF 4" (MIN.) GRAVEL FILL 8" 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. 20"x10" CONCRETE FOOTING @ 2500 PSI 4" DIA. PERF PIPE w/SOCK WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR SLOPESTEP 10'-7"2-PLYx914 LVL HEADER BLOWN INSUL. R-50 FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x4 STUDS 16" O.C. w/ 1 2" DRYWALL 7/16" O.S.B. SHEATHING ZIP WALL W/ TAPPED JOINTS NOTE: EXTERIOR WALL, FOUNDATION LEDGE FLASHING & WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR POURED CONCRETE WALL HEIGHT9'-0"ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE 4'-214" 34"14'-8" 13'-934" 4'-214"34"14'-8"3'-1012" 4'-314" 14'-314"10'-0 1 4" 10'-5 78" 16 TREADS @ 11" EACH=17 RISERS @71 8" EA.=PLYWD. HANGER PLYWD. HANGER 17 RISERS@7716" EA.= 16 TREADS @ 11" EACH= 12 PITCH 7 3-PLYx18 LVL HEADER 3 4" T&G OSB SUB. FL. 34" T&G OSB SUB. FL. TOP OF TRUSS 2-PLYx16 FLUSH LVL HEADER W/ JST HANGERS 2-PLYx16 FLUSH LVL HEADER W/ JST HANGERS 2-PLYx16 FLUSH LVL HEADER W/ JST HANGERS 2x6's 24" O.C.Date: 07-14-2021Plan number #201125Designed For:Futrell - StrupNVL 320H. 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.COM4631 Lisborn Drive Carmel, IN 46033317.574.7617 P9'-118"1'-434" 9'-118" 8'-912" 1'-234" MASTER BEDROOMSITTING AREA WALK-IN CLOSET 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. AIR SPACE BRICK VENEER SLOPED STONE SILL w/ FLASHING (AS PER CONTRACTOR) 12 PITCH 7 12 PITCH5 BATHROOMWALK-IN CLOSETSTUDY W10x30# STEEL BEAM 16 JST @ 16" O.C. 14 JST @ 16" O.C. 3 4" T&G OSB SUB. FL. 3 4" T&G OSB SUB. FL. FITNESS BATHROOM 1'-012" 16'-638" 3'-10116" 16'-7116" 1'-012"1'-2" 6'-10916" 2'-21516"738" 9'-818"HEELHEIGHTHEELHEIGHTINSULATION BAFFLE STOP POURED CONCRETE WALL HEIGHT9'-0"FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x4 STUDS 16" O.C. w/ 1 2" DRYWALL 20"x10" CONCRETE FOOTING @ 2500 PSI TOP OF TRUSS 8'-634"BOT. OF LOOKOUT 5'-012" 20"x8" CONCRETE FOOTING SCALE: 1/4"=1'-0"ELEVATIONS "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." 8Drawings & 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 08/03/21