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Home My WebLink AboutS5-7 - NVL 325 - 09 Sections 5-7H. 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 TurnerTRUSSES 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. 5 FRAMING SECTION MASTER BEDROOM GUEST BEDROOMCOVERED OUTDOOR LIVING AREA 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'-5"7'-534" 7'-514" 7'-534"2'-61316"HEELHEIGHT1'-5" 12'-10516" 12'-01116" 412" 16'-1112" 16'-1112" 112"12'-10516"2'-61316" 10'-178" 3'-438" 12'-01116"9'-7516" 1'-918" 1'-10116"16'-1112"9'-7516" 1'-918"1'-10116"3-PLYx18 LVL HEADER 3-PLYx18 LVL HEADER2-PLYx91 4 LVL HEADER 13'-101116"1'-434"9'-912" 10'-118"10'-0"FOUNDATION WALL HEIGHT10" 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. 12 PITCH 12 12 PITCH 12 12 PITCH 12 GUEST BEDROOM STORAGE AND MECHANICALS GRAVEL FILLRUBBER FLASHING 12 PITCH10 AIR SPACE STONE VENEER 7/16" O.S.B. SHEATHING ZIP WALL W/ TAPPED JOINTS 4" DIA. PERF PIPE w/SOCK WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR GRAVEL FILL WRAP WASH GRAVEL BACKFILL w/ LANDSCAPE FELT MAT'L. BLOWN INSUL. R-50 BLOWN INSUL. R-50 716 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE COMPOSITE SHAKES FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x4 STUDS 16" O.C. w/ 12" DRYWALL INSUL. BATTSHEELHEIGHTHEELHEIGHTHEELHEIGHTHEELHEIGHTWINDOWS VIEW IN GABLE END 34" T&G OSB SUB. FL. 34" T&G OSB SUB. FL. 4" CROSS-0VER DRAIN THROUGH FOOTING @ (1) LOCATION ON EACH SIDE OF FOUNDATION TYP. EXTERIOR WALL, ROOF WATERPROOFING & FLASHING AS PER CONTR.10'-8716"10'-8716"1'-4"9'-378" 914"DIM. TOP OF SUB FL. BOT. OF RAFTER CUT BOT. OF RAFTER CUT * 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 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. 6 FRAMING SECTION W14x34# STEEL BEAM REAR GALLERY HALL 2x10'S 16" O.C. 2x10'S 16" O.C. 2-PLYx16 LVL HEADER 2x 8 RA FTE RS 1 6" O.C.1'-434" 9'-912" 10'-118" 1'-434" 9'-038"3 4" T&G OSB SUB. FL. 16 JST @ 16" O.C. SITTING AREASNACK/BEVERAGE BAR DINING ROOM KID'S LOUNGE 2x8 JOIST 16" O.C. 12 PITCH10 3 4" T&G OSB SUB. FL. 16 JST @ 16" O.C. 1'-5" DRAFT STOP 2'-518" 3'-2116"12'-118" 412" 21'-4116"338" 24'-81116" SEAT CUT 2'-0" 2-PLY X 117 8 LVL HEADER ANCHORED TO STL. COLUMN GRAVEL FILL RUBBER FLASHING 112"2716" SLOPE 4" CONC. SLAB W/ 6x6 #10 WWF EXPOSED AGGR.9'-378"COVERED OUTDOOR LIVING AREA HEELHEIGHT12 PITCH 12 4'-1034" 4'-434" 3 4"5'-6" 4'-9" 6 TREADS @ 11" EA.= PLYWD. HANGER 6 RISERS@712" EA.=2 PLY"x16" FLUSH LVL HDR. w/JST HANGERS 2 PLY"x16" FLUSH LVL HDR. w/JST HANGERS (4) 2x 1 2 CA R R I A G E S (4) 2x 1 2 C A R RI A G E S 1 1 16 TREADS 3 4 RISERS 3'-8716" 7'-51316" 4'-21116" 7'-3316"7 RISERS@714 " EA.=4'-434" 34"4'-7" 5'-712" PLYWD. HANGER 5 TREADS @ 11" EA.=STEPBLOWN INSUL. R-50 4" CROSS-0VER DRAIN THROUGH FOOTING @ (1) LOCATION ON EACH SIDE OF FOUNDATION TYP. SLOPED STONE SILL 12'-314"BOT. OF LOOKOUT 1114"8'-178" 1'-1114"VERIFY @ SITE1'-4" 18'-1112" 1114"4" HIDDEN LINES INDICATES 312"X312"X14" STL. COLUMN w/ 3 4"x9"x12" BASE PL. w/ (4) 34" HEADED ANCHOR ASTM A325 F1554 GRADE 36 19'-1078" TOP OF RIDGE BEAM 9'-93 4" RIDGE OVERHANG 16'-2"2-PLY X 117 8 LVL HEADER ANCHORED TO STL. COLUMN3'-10"3'-412"512"3'-412" 73 4" 312" 4" CLOSET 8'-118" 7 FRAMING SECTION W14x34# STEEL BEAM 2x10'S 16" O.C. 2x10'S 16" O.C.4'-612"2x8 JOIST 16" O.C. KID'S LOUNGE REAR GALLERY HALL DINING ROOM 2-PLYx16 LVL HEADER SITTING AREASNACK/BEVERAGE BAR2x8 R A F T E RS 1 6 " O.C. COVERED OUTDOOR LIVING AREA 3'-2116"HEELHEIGHT12 PITCH 12 (4) 2x 12 CARRI A G E S(4) 2x 1 2 C A R RI A G E S 4'-1034"3 4"5'-6"4'-3" 4'-1034"3 4"5'-6"4'-3" PLYWD. HANGER PLYWD. HANGER 2 PLY"x16" FLUSH LVL HDR. w/JST HANGERS 2 PLY"x16" FLUSH LVL HDR. w/JST HANGERS 6 TREADS @ 11" EA.= 6 TREADS @ 11" EA.= 1 1 16 TREADS 34 RISERS 6'-91316" 4'-4716" 7'-21516" 4'-21516"7 RISERS@714 " EA.=7 RISERS@712" EA.=12'-314"BOT. OF LOOKOUTBLOWN INSUL. R-50 4" MIN. GRAVEL FILL 6 MIL POLYETHYLENE VAPOR BARRIER 4" CONC. SLAB 3500 PSI 3 4" T&G OSB SUB. FL. 3 4" T&G OSB SUB. FL. 4" CROSS-0VER DRAIN THROUGH FOOTING @ (1) LOCATION ON EACH SIDE OF FOUNDATION TYP. SLOPED STONE SILL7'-1014" 1'-278"3'-2"5'-2"10'-1014" 1'-278"VERIFY @ SITEBAR WINDOW UNITS AS SELECTED BY CLIENTS 1'-5" 2'-518"21'-4116"338" 24'-81116" SEAT CUT 18'-1112" 1114"4" 19'-1078" TOP OF RIDGE BEAM 5'-2" 9'-2" 4" CLOSET 8'-118"9SCALE: 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