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Home My WebLink AboutS8-10 - NVL 325 - 10 Sections 8-10H. 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 PDate: 11-23-2021Plan number #210224Designed For:Will and Emily Turner 8 FRAMING SECTION 2x10'S 16" O.C. 2x10'S 16" O.C. 2x10'S 16" O.C. 2x10'S 16" O.C. CLOSET GEAR AREA ENTRY FOYER 6'-51516" 2'-518"6'-51516" 2'-518"3'-2116"HEELHEIGHT6'-51516"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.3'-8716" 3'-138" 4'-4716" 4'-21116" 3'-0516" 4'-21516" 5 RISERS@714 " EA.=5 RISERS@714 " EA.=4'-5"3 4"3'-8"4'-3516" PLYWD. HANGER 4 TREADS @ 11" EA.= 4'-514"3'-8"4'-612" 4 TREADS @ 11" EA.= 3 4"PLYWD. HANGER 3 4" T&G OSB SUB. FL. BLOWN INSUL. R-50 12'-314"8'-0"5'-2516" 7'-234" 7'-3"5'-512" TOP OF TRUSS BOT. OF LOOKOUTS TRANSOM WINDOWS INTO KID'S LOUNGE 2-PLYx14 LVL HEADER 9'-118"* Seal all joints between dissimilar materials. * Metal flashing installed to all applicable areas * All building materials (including but not limited to metal flashing, vapor barriers, air/water resistant barriers, thru-wall flashing, etc.) shall be lapped to shed water to the outside of the building envelope * Ridge vents as per contractor/manufacturer specifications * 30# Asphalt sat. felt *7 16" Decking * All edge of roofs at eaves, rakes, valleys, hips and breaks, covered in ice and water shield material or equal. As per manufacturer specifications. * Gutter and downspout locations and install specifications. * Simpson seismic ties or equal to provide a positive connection between truss/rafters and the wall of the structure to resist wind and seismic forces. * Exterior metal drip cap, wall waterproofing and flashing install in all applicable areas with manufacturer specifications. * Window/door waterproofing and flashing install in all applicable areas with manufacturer specifications. * Flashing installed to wall/roof connections. * Flashing installed at connections to two different masonry types. (ie. stone water-table with stone sill and brick above). * Door flashing below the threshold. * Flashing and water proofing top of chimney structure before installing chimney cap. * Chimney exterior and interior metal flashing * Baffle stop insulation installed properly, with correct R-factor. * Low slope roofing material installed as per manufacturer specifications. * Metal roofs to have ice and water shield material or equal, installed as per manufacturer specifications. * Steel angle above windows, doors, and overhead doors to carry masonry as sized and installed as per contractor. * Contractor shall determine appropriate ventilation of exterior eave and rake requirements as per roof assembly and finish materials. GENERAL NOTES, AS PER CONTRACTOR 9 FRAMING SECTION W12x19# STEEL BEAM W12x26# STEEL BEAM W10x19# STEEL BEAM 2 CAR BAY GARAGE GEAR AREA BAR REAR GALLERY HALL2" RIGID INSULATION DRAFT STOP STORAGE AND MECHANICALS KID'S LOUNGE LAUNDRY HALL 2x8 R A F T E RS 16 " O.C. 2x 8 R A F T E R S 1 6 " O. C . 2x8 JOIST 16" O.C. 2x8 R A F T E RS 16" O.C. 2 x8 RAFT E R S 1 6" O. C. 3 4" T&G OSB SUB. FL. 16 JST @ 16" O.C. 3 4" T&G OSB SUB. FL. 16 JST @ 16" O.C. 12 PITCH10 12 PITCH6 12 PITCH712 12 PITCH12 12 PITCH 3 1'-434" 9'-118"1'-434" 9'-912" 10'-118"2 PLY"x16" FLUSH LVL HDR. w/JST HANGERS 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'-778"1'-5" 312" 5'-8" SEAT CUT 834"7'-1158"4'-91516" 16'-1058"312"19'-458" 2'-738"312" 14'-0116" 111516" 1'-012" 312" SEAT CUT SEAT CUT SEAT CUT 112"118"STEPSLOPEBLOWN INSUL. R-50 4" DIA. PERF PIPE w/SOCK WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR GRAVEL FILL 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. RUBBER FLASHING12'-2716"BOT. OF LOOKOUT TOP OF RIDGE BEAM 2x4 BRACING 32" O.C. 13 4" X 11 78" RIDGE BEAM 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE COMPOSITE SHAKES 4" MIN. GRAVEL FILL 6 MIL POLYETHYLENE VAPOR BARRIER 4" CONC. SLAB 3500 PSI11'-738" 3 4" T&G OSB SUB. FL. 4" CROSS-0VER DRAIN THROUGH FOOTING @ (1) LOCATION ON EACH SIDE OF FOUNDATION TYP. TOP OF GARAGE FOUNDATION EXTERIOR WALL, ROOF WATERPROOFING & FLASHING AS PER CONTR.4'-318"1'-4" 9'-2"3 12" 512" 1'-412" 2-PLY X 1178 LVL HEADER ANCHORED TO STL. COLUMN HIDDEN LINES INDICATES 312"X312"X14" STL. COLUMN CLOSET 10 FRAMING SECTION W12x19# STEEL BEAM W12x26# STEEL BEAM W10x19# STEEL BEAM W10x19# STEEL BEAM DRAFT STOP STORAGE AND MECHANICALS W14x61# FLUSH STEEL BEAM W/JST. HANGERS 2 CAR BAY GARAGE MASTER BEDROOM CLOSET LAUNDRY 2x10'S 16" O.C. MECHANICALS BALCONY 2x8 JOIST 16" O.C. 2-PLYx91 4 LVL FLUSH HEADER W/ JST HANGER 2X4 NAILER INSULATION BAFFLE STOP 2 PLY"x16" FLUSH LVL HDR. w/JST HANGERS 1'-412"6'-7316" 13'-634"6'-21116" 15'-4116"1'-412" 1'-0" 312"17'-614" 15'-434" 312" 2x4 BRACING 32" O.C. TOP OF RIDGE BEAM 2x4 BRACING 32" O.C. 2x 8 R A F T E R S 1 6 " O. C . 12 PITCH 10 13 4" X 11 78" RIDGE BEAM BLOWN INSUL. R-50 FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x4 STUDS 16" O.C. w/ 12" DRYWALL AIR SPACE STONE VENEER 7/16" O.S.B. SHEATHING ZIP WALL W/ TAPPED JOINTS BRICK VENEER 1'-958" 9'-814"8'-614" 34" 13'-9" 4'-4" 5'-012" (4) 2x 1 2 C A R R I A G E S 15 TREADS @ 11" EA.= 1 1 16 TREADS 3 4 RISERS16 RISERS@714 " EA.=PLYWD. HANGER 4" MIN. GRAVEL FILL 6 MIL POLYETHYLENE VAPOR BARRIER 4" CONC. SLAB 3500 PSI7'-0" 3'-0" 11'-738"SEAT CUT SEAT CUT 34" T&G OSB SUB. FL. 4" CROSS-0VER DRAIN THROUGH FOOTING @ (1) LOCATION ON EACH SIDE OF FOUNDATION TYP. SLOPED STONE SILL 4" MIN. GRAVEL FILL 6 MIL POLYETHYLENE VAPOR BARRIER 4" CONC. SLAB 3500 PSI 10" CONC. WALL w/ VERT. #6 REBARS 36" o.c. & (4) #4 HORZ. REBARS CONT. (LAP 24" AS NECESSARY) BLOWN INSUL. R-50 EXTERIOR WALL, ROOF WATERPROOFING & FLASHING AS PER CONTR.9'-118"10SCALE: 1/4"=1'-0"ELEVATIONS 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." 01/04/22