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Home My WebLink About08 SectionsDate: 08-16-2021 Plan number #201104 Designed For:Martin and Leslie Wessler NEW GENERATIONS HOMES, LLC.17406 Tiller Court Suite 800, Westfield, IN 46074 office@nghomesllc.com nghomesllc.com 317.896.5501 12" INSUL. BATTS R-38 10" CONC. WALL w/ VERT. #5 REBARS 14" o.c. & #5 HORZ. REBARS 12"o.c. FLUSH 2-PLYx91 4 LVL HDR. w/ METAL JST. HANGERS 16" I JST @ 16" O.C. MASTER BEDROOM MASTER WALK-IN CLOSET 1 FRAMING SECTION2x8 RAFTE RS 16" O.C. 2x6 STUDS 16" O.C. w/ 12" DRYWALL FULL THICK CELLULOSE R-19 BLOWN IN INSUL.9'-912" 1'-434" 10'-118" 2x8 JOIST 16" O.C. 12 PITCH12 4 MIL POLYETHYLENE VAPOR BARRIER 4 MIL POLYETHYLENE VAPOR BARRIER 4" CONC. SLAB W/ 6x6 #10 WWF 4" (MIN.) GRAVEL FILL 4" DIA. PERF PIPE w/SOCK WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR GRAVEL FILL WRAP WASH GRAVEL BACKFILL w/ LANDSCAPE FELT MAT'L. 20"x10" THK. CONC. FTG W/(2)#4 BARS CONT. 3 4" PLYWOOD SUB FLOOR AIR SPACE BRICK VENEER 30# ASPHALT SAT. FELT OR EQUAL 1/2" O.S.B. SHEATHING INSUL. BATTS 1'-91316" 9'-178"13'-1038"1'-71316" 9'-378"1'-71316" 14'-038"2 x 8 R A F T E R S 1 6 " O . C . 1'-6"3 12" 8'-612" 8'-4"5 12"13'-1" 13'-3" 312" 1'-6" SEAT CUT SEAT CUT SEAT CUT ASPHALT SHINGLES 5/8" DECKING 13 4" X 117 8" RIDGE BEAM TOP OF RIDGE BEAM TOP OF RIDGE BEAM 12 PITCH12 10'-0"POURED CONCRETE WALL HEIGHT10'-3"BOT. OF LOOKOUT INSUL. BATTS FITNESS ROOM GUEST BEDROOMCLOSET 30# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE * 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 * 5 8" 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. #5 REBARS 14" o.c. & #5 HORZ. REBARS 12"o.c. 16" I JST @ 16" O.C. 16" I JST @ 16" O.C.9'-912" 1'-434" 10'-118" 1'-434" 9'-118"STUDYLIVING ROOM GRILL/BAR 2 FRAMING SECTION 2x8 RAFTERS 16" O . C . 12 PITCH21 2 2x8 JOIST 16" O.C. 1'-6"61516" 13'-10916" 6" 9'-1158"112" 6'-31116"1'-6"312" SEAT CUT SEAT CUT 12 PITCH12 15'-3" GALLERY MEDIA/GAME ROOMBEDROOM #2 LANDINGWALK-IN CLOSET 3 4" PLYWOOD SUB FLOOR 3 4" PLYWOOD SUB FLOOR 2x10'S 2x10'S W24x55# STL. BEAM W16x50# STL. BEAM 12 PITCH 12 OVERHANG 4 MIL POLYETHYLENE VAPOR BARRIER 4" CONC. SLAB W/ 6x6 #10 WWF 4" (MIN.) GRAVEL FILL 10'-0"POURED CONCRETE WALL HEIGHT4" DIA. PERF PIPE w/SOCK WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR GRAVEL FILL WRAP WASH GRAVEL BACKFILL w/ LANDSCAPE FELT MAT'L. 3-PLYx24" FLUSH LVL HDR. W/ JST. HANGERS FLUSH 2-PLYx16 LVL HDR. w/ METAL JST. HANGERS FLUSH 2-PLYx16 LVL HDR. w/ METAL JST. HANGERS 4'-414"3 4"3'-4" 4'-414"34"3'-4" PLYWD. HANGER = 4 TREADS @ 10" EACH PLYWD. HANGER = 4 TREADS @ 10" EACH 2'-11916"2'-101516"= 5 RISERS@ 7116 "= 5 RISERS@ 714"9'-71116"BOT. OF LOOKOUT 16'-358"BOT. OF LOOKOUT 5'-113 4" INSUL. BATTS 7'-0" 5'-0" 9'-578"NOTE: EXTERIOR WALL, FOUNDATION FLASHING & WATERPROOFING AS PER CONTR. 24"x12" THK. CONC. FTG W/(3)#4 BARS CONT. ENTERTAINING AREA STORAGE ROOM 2 x 8 RA F T E R S 1 6" O. C. 31 2" NAILER 7'-534"R1'-958"5'-5516" 3'-1116"34"3'-4" 4'-212" PLYWD. HANGER = 4 TREADS @ 10" EACH = 5 RISERS@ 714"5'-31316"2'-11716"= 5 RISERS@ 7116 "5'-012" GRAVEL FILL = 9 RISERS @ 7116 "4'-114" 6"X3"X 14" STL. CARRIAGE TUBE (4 ) 2 x 1 2 CARRI A G E S (4 ) 2 x1 2 CARRI A G E S1'-11916"EXTERIOR WALL, ROOF WATERPROOFING & FLASHING AS PER CONTR. DIM. TOP OF SUB. FL. DIM. TOP OF FOUNDATION 5/8" DECKING ICE & WATER SHIELD MEMBRANE METAL ROOF VERIFY w/ CONTR.5'-2116"TOP OF RIDGE BEAM 10" CONC. WALL w/ VERT. #5 REBARS 14" o.c. & #5 HORZ. REBARS 12"o.c. MEDIA/GAME ROOM BEDROOM #2 LANDING W24x55# STL. BEAM w/JST. HANGERS 2x8 RAFTERS 16" O.C .9'-912" 1'-434" 10'-118" 1'-434" 9'-118" 3 FRAMING SECTION 16" I JST @ 16" O.C. 16" I JST @ 16" O.C. 3 4" PLYWOOD SUB FLOOR 3 4" PLYWOOD SUB FLOOR 12 PITCH 4 1 4 6'-51316"3'-318" 4'-91516"12 PITCH23 16 ENTRY FOYERLIVING ROOMOUTDOOR LIVING 2-PLYx16" FLUSH LVL HDR. W/ JST. HANGERS 3-PLYx24" FLUSH LVL HDR. W/ JST. HANGERS 1'-0" 4" 22'-5" 312" 4'-0716" 24'-2916" 312" 7'-4" 1'-0" 2-PLY 2x8" FLUSH HDR. W/ JST. HANGERS 2x8 JOIST 16" O.C. SEAT CUT SEAT CUT SEAT CUT 12" INSUL. BATTS R-38 4 MIL POLYETHYLENE VAPOR BARRIER 4" CONC. SLAB W/ 6x6 #10 WWF 4" (MIN.) GRAVEL FILL TOP OF RIDGE BEAM 2x6 STUDS 16" O.C. w/ 1 2" DRYWALL FULL THICK CELLULOSE R-19 BLOWN IN INSUL. 134" X 24" RIDGE BEAM 20"x10" THK. CONC. FTG W/(2)#4 BARS CONT. 2x4 BRACING 32" O.C.9'-138"2-PLYx117 8LVL HDR.112" 3" SLOPESTEP4" CONC. SLAB W/ 6x6 #10 WWF STAMPED CONC.112" 112"STEPSLOPE2-PLYx91 4 LVL HDR. W16x50# STL. BEAM 2x8 RAFT E R S 1 6 " O.C. 51 2" NAILER INSUL. BAFFLE STOP 12 PITCH12 8'-0" 2'-0" NOTE: EXTERIOR WALL, FOUNDATION FLASHING & WATERPROOFING AS PER CONTR.GRAVEL FILL 3'-0" 7'-0"GRAVEL FILL 4" CONC. SLAB W/ 6x6 #10 WWF STAMPED CONC. 2x6 JOIST 16" O.C. 6" 1'-4" RAKE 1'-0"8'-1112"DIM. TOP OF SUB. FL.9'-71116"BOT. OF LOOKOUT 2'-0" 5/8" DECKING ICE & WATER SHIELD MEMBRANE METAL ROOF VERIFY w/ CONTR. 2" RIGID INSULATION 4 CAR GARAGE10'-118" 1'-434" 9'-118"2x8 R A F T E R S 1 6 " O . C . 2x6 JOIST 16" O.C. 2x6 JOIST 16" O.C.(4) 2x12 CARRI A G E S 6 FRAMING SECTION AIR SPACE BRICK VENEER 30# ASPHALT SAT. FELT OR EQUAL 1/2" O.S.B. SHEATHING 1'-6"4316" 12'-2516" 24'-012" 6'-7716"4 916"1'-6" 2-PLYx16" FLUSH LVL HDR. W/ JST. HANGERS SEAT CUT SEAT CUT 16" I JST @ 16" O.C. 16" I JST @ 16" O.C. 34" PLYWOOD SUB FLOOR 1'-812" 12'-111316"TOP OF RIDGE BEAM 12 PITCH12 12 PITCH 5 3 16 10" 13'-10516"4 CAR GARAGE 9'-0"11'-0"1'-0"ASPHALT SHINGLES 5/8" DECKING 6'-7" 12'-6"714" 3 4" 2x10 HDR.9'-734"PLYWD. HANGER = 15 TREADS @ 10" EACH = 17 RISERS@ 61316" 11'-738" TOP OF GARAGE FOUNDATION CLOSET/ FUTURE ELEVATOR 11'-81516"BOT. OF LOOKOUT ASPHALT SHINGLES 5/8" DECKING 30# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE30# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE 8SCALE: 1/4"=1'-0"FRAMING SECTIONS SHEET NUMBERH.G. McCULLOUGH DESIGNERS, Inc. 2146 GLENVIEW DR. EVANSVILLE, IN 47720 Telephone 812-428-0174Email designers@hgmccullough.com www.hgmccullough.com "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." DESIGNED BY: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 details09/17/21