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HomeMy WebLinkAboutSPP010.0FTG. DETAIL FTG. DETAIL1 D 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETETHICKEN SLABFTG. DETAIL FTG. DETAIL1 D R-10 RIGID INSULATION R-10 RIGID INSULATION UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL MASTER SHOWER DROP 4" W.C. W.C. L.L.L.SINKSINKD.W.NO ANCHORSTRAPS3'-0"8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETEUNEXCAVATEDUNEXCAVATED- 4" MIN. CONCRETE SLAB- GRAVEL FILLTUB/ SHOWER 28'-4"18'-8"8'-8"72'-4" 2'-103 16"9'-3"1'-1013 16"2'-41 2"16'-3"2'-41 2"15'-612"11'-0"16'-2"1'-1112" 14'-0"21'-0"13'-0"7'-8"19'-4"12'-0"3'-0"9'-0"9'-0"2'-0"3'-312"6'-012" 8'-0" 44'-8"14'-1112"6'-412"5'-101 4"10'-63 4"9'-11"16'-11 4"2'-112"18'-51 4"13'-9"4'-11"13'-912"6'-134"17'-634"17'-914"1'-4"912"1'-4"25'-212"1'-4"15'-234" 1012" 2'-6"2'-6"8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE 8" POURED CONCRETETHICKEN SLABTHICKEN SLABR-10 RIGID INSULATION 1'-4"M.O.M.O. 1 7 1 7 2 7 2 7 3 7 3 7 4 8 4 8 5 8 5 8 W.C.L. BRICK LEDGE BRICK LEDGE BRICK LEDGE BRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGE 7 8 8 8 312"X312"X14" STL. COLUMN w/ 34"x12"x12" BASE PL. w/ (4) 34" HEADED ANCHOR ASTM A325 F1554 GRADE 36 FTG. SIZEN0. REINFORCEMENT INTERIOR COLUMN FOOTING SCHEDULE 1'-0" A 54"X54"X12" (5)#4's E.W. B 54"X36"X12" (4)#4's E.W. C 42"X42"X12" (4)#4's E.W. D 36"X36"X12" (3)#4's E.W. E 30"X30"X12" (3)#4's E.W. TYPICAL FOOTING REINFORCINGTIMES STEP TWO STEP(SEE PLAN)POURED CONCRETE WALL BASED ON A SAFE ALLOWABLE BEARING PRESSURE OF 2000 psf ( TO BE FIELD VERIFIED ) SEE SCHEDULED FOR SIZE & REINFORCEMENT 3" CLEAR 3" CLEAR3" CLEAR1'-0"1. FOUNDATION DETAIL LEGEND INTERIOR COLUMN FOOTING DETAIL TYPICAL DETAIL INTERIOR COLUMN FOOTING 2. FOOTING STEP MASONRY PRECAST WALL DETAIL 3. FOUNDATION WALL MAT'L. CONC. BLK. WALLS POURED CONC. WALLS INTERIOR COLUMN FOOTING TYPICAL DETAIL * ALL MASONRY LEDGES TO BE 4" (UNLESS OTHERWISE NOTED)H. G. McCULLOUGH DESIGNERS, INCDesigned For:BRG 236 @ Jackson Grant- Stone ResidenceDate: 12-12-19Plan number #190918CONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720- Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174- www.hgmccullough.comMake yourself at homeMcKenzie Collection4631 Lisborn Drive Carmel, IN 46033317.574.7616 PSCALE: 1/4"=1'-0"FOUNDATION PLAN 01 SHEET NUMBER 6'-9"4'-0"3'-6"3'-6"4'-0" W.C. W.C. W.C. L. BUILT-IN CABINETS L.L.DRAWER STACK UNDER WINDOW KNEE SPACEL.SINKW. D.HANG ROD3 CAR GARAGE 9'0"x7'0" OVERHEAD DOOR 2" MINIMUM SLOPEDCONCRETE SLAB- CONCRETE 16'0"x7'0" OVERHEAD DOOR FAMILY AREA - 10'-0" CEILING HEIGHT - WOOD FLOOR DINING AREA KITCHEN AREA - 10'0" CEILING HEIGHT - WOOD FLOOR PANTRY - 10'0" CEILING HEIGHT - WOOD FLOOR BEDROOM #2 - 10'0" CEILING HEIGHT - CARPET FLOOR MASTER BEDROOM - 10'0" CEILING HEIGHT - CARPET FLOORMASTER BATH - 10'0' CEILING HEIGHT - TILE FLOOR MASTER CLOSET - 10'0' CEILING HEIGHT - CARPET FLOORLAUNDRY- 10'0' CEILING HEIGHT- TILE FLOORENTRY FOYER - 10'0" CEILING HEIGHT - WOOD FLOOR GUEST BATH - 10'0" CEILING HEIGHT - WOOD FLOOR BATHROOM - 10'0' CEILING HEIGHT - TILE FLOOR TUB/ SHOWER CLOSET COAT HOOKSSHOWER CLOSETCLOSET COVERED OUTDOOR LIVING SIDE YARD PORCH BENCH w/ HOOKS & CUBBIES FOR SHOES BELOW COVERED PORCHNDV48421DIRECT VENTGAS FIREPLACESINKD.W.4-5 BURNER GAS COOKTOP(VENTED OUTSIDE)UP 18 RISERS CARPET TREAD/RISERSREF. DOWN 1 STEP HANDRAIL 48" HALF GLASS w/ DRYWALL BELOW MICRO/CONVECTION OVEN STACK CLOSET 5'0"x8'0"CASED OPENINGFURNITURE NICHE MAKEUP AREA, COUNTER HEIGHT, OPEN BELOW UNDER COUNTER WINE/REF. - 10'-0" CEILING HEIGHT - WOOD FLOOR 8" Wx10" T - DRYWALL WRAPPED BEAM312x312x14" STL. COL. W21x73# STL. BEAM312x312x14" STL. COL.2 PLY"x1178" FLUSHLVL HDR. W/ JST. HANGERS2-PLY GIRDER TRUSS2-PLY GIRDERTRUSS2-PLY GIRDER TRUSSSERVICE ENTRY 2 PLY"x1178" LVL HDR. 2 PLY"x117 8" LVL HDR. 2 PLY"x1178" LVL HDR.2 PLY"x1178"LVL HDR.2 PLY"x1178"LVL HDR.2 PLY"x1178" LVL HDR. 2 PLY"x1178" FLUSH LVL HDR. W/ JST. HANGERS 3 PLY"x1178" FLUSH LVL HDR. W/ JST. HANGERSTWT210111TW21052TWT210111TW210523'0"x8'0" DOOR16" S/L16" S/LTWT210111-2TW21052-2TW30510 TW30510A31A31A31TW2442-2 TW30510-3TW30510TW30510TW2442-2 12'-0"x8'-0" QUAD SLIDING DOOR UNIT 6'-0"x8'-0" SLIDING DOOR UNIT 9'-614"9'-134"8'-1014"13'-5916"5'-414"27'-8"18'-8"22'-412"9'-11 4"8'-13 4"10'-31 2"8'-101 2"10'-0"2'-101 2" 8'-8"71'-8" 7'-11116"6'-10516"10'-2"10'-2"8'-112"13'-9"13'-1"9'-812" 44'-8" 20'-4"14'-0" 1'-71 2"1'-0"14'-2"1'-0"10'-0"1'-0"1'-0"7'-4"1'-0"2'-8"1'-0"6'-2"6'-2"4'-2"4'-2"3'-118"12'-51316"3'-118"12'-4"18'-8"8'-4"12'-4"2'-1112"1'-0"5'-412"1012"6'-7"1012"4"7'-312"312"4'-1"312"8'-5"312"18'-0"4"2'-1"312"4'-212"312"4'-1"312"2'-1"312"5'-0"312"1'-512"612"13'-712"312"2'-1"312"4'-1"312"9'-712"312"8'-1"4"9'-0"6'-9"312"6'-1"312"6'-1112"312"4'-1"312"22'-712"4"2'-0"5'-1112"312"12'-112"4"18'-412"312"27'-0"4"2'-0"4"12'-1"312"2'-1"312"9'-1"312"2'-10"312"7'-91 2"512"7'-7"512"12'-1"312"15'-1"4" 312" 4'-1"312"7'-1012"312"7'-7"512"5'-8"312"6'-1"312"4'-1"312"9'-0"4"8'-0"9'-9"4" 3'-7"512"3'-10" 2'-112"312"4'-3" 3'-7" 9'-11"312"4'-5"512"37'-6"2'-0"4" 7'0"x8'0" CASED OPENING 3'0"x8'0"CASED OPENING3'0"x8'0"PAIR DOORS3'0"x8'0" PAIR DOORS 3'"x8'0"POCKET DOOR3'0"x8'0"3'0"x8'0"3'0"x 8 ' 0 " 3'0 " x 8 ' 0 " 2'8 " x 8 ' 0 " 3'0"x 8' 0 "2'8"x8'0"POCKET DOOR3'0"x8'0"1 7 1 7 2 7 2 7 3 7 3 7 4 8 4 8 5 8 5 8 4 PLY SOLID BLOCKING 4 PLY SOLID BLOCKING 4 PLY SOLID BLOCKING 4 PLY SOLID BLOCKING 6x6" POST (TYP.) 6x6" POST (TYP.) 6x6" POST (TYP.) VOID 3'0"x8'0"2'8"x8'0"POCKET DOOR2'8" SHOWERDOORNO THRESHOLD312"6'-1"312"7'-4" AWH WATER SOFTNER - 10'0" CEILING HEIGHT - WOOD FLOORHALF BEAMHALF BEAMHALF BEAMHALF BEAM- BRUSHED CONCRETE - BRUSHED CONCRETE - BRUSHED CONCRETE 8 6 7 8 8 8 6x6" POST (TYP.) 16'-2"11'-0"15'-1012" H.B. SOAP LEDGE H.B. SOUND INSULATED WALL8" Wx10" T - DRYWALL WRAPPED BEAM8" Wx10" T - DRYWALL WRAPPED BEAM8" Wx10" T - DRYWALL WRAPPED BEAMSHAMPOONICHE T.B.D.SHOWERVALVE3. GENERAL NOTES * 10'0" CEILING HEIGHT UNLESS OTHERWISE NOTED * POCKET DOORS: TRIPLE 2x12 HDR. W/ 12" PLYWD. GUSSETS 2 PLY SOLID BLK'G. BOTH SIDES (TYP.) 2X10 BLOCKING FLUSH W/ INSIDE FACE OF STUDS 8" SCALE: 1/2"=1'-0" 4. WINDOW/DOOR HEAD FRAMING DETAIL (TYP.)6"BEARING WALLS 2. MATERIALS LEGEND CONSTRUCTION LEGEND FRAME WALLS 1. AREA LEGEND 3 CAR GARAGE: 900 SQ. FT. MAIN LEVEL:2150 SQ. FT. MAIN LEVEL STONE VENEER * MAIN LEVEL FLOOR JOIST SYSTEM 60 LBS. P.S.F. TOTAL FLOOR LOAD * PROVIDE SOLID BLK'G. BETWEEN FLOORS UNDER ALL BEARING WALLS AND COLUMNS ABOVE * INTERIOR DIMENSIONS TO FACE OF STUD WALLS * EXTERIOR DIMENSIONS TO FACE OF SHEATHING * ALL WALLS ALIGNED WITH FLOOR JOIST DIRECTION TO HAVE FLOOR JOIST BELOW THEM * VERIFY WINDOWS w/ OWNER/CONTRACTOR. ANDERSEN WINDOWS SHOWN, VERIFY WINDOW NUMBERS AND SIZING WITH WINDOW MANUFACTURER AFTER THIS IS COMPLETE, PLEASE PROVIDE H.G. McCULLOUGH DESIGNERS WITH A WINDOW LIST * FLOOR JOIST MANUFACTURERS ARE TO SUPPLY H.G. McCULLOUGH DESIGNERS WITH ALL NECESSARY FLOOR FRAMING PLANS, INCLUDING MAIN LEVEL, SECOND LEVEL AND ROOF PLAN. H.G. McCULLOUGH DESIGNERS IS TO BE NOTIFIED DURING THE FLOOR FRAMING DESIGN PROCESS IF IT DEVIATES FROM THE ORIGINAL PLAN, AND REVIEW THE CHANGES WITH ONE ANOTHER. LVL HEADER (VERIFY SIZING w/ LUMBER MANUFACTURER) SECOND LEVEL: 385 SQ. FT. SECOND LEVEL * FRONT DOORS ARE FROSTED GLASS * ALL OTHER WINDOWS ARE CLEAR GLASS STORAGE: 230 SQ. FT.H. G. McCULLOUGH DESIGNERS, INCDesigned For:BRG 236 @ Jackson Grant- Stone ResidenceDate: 12-12-19Plan number #190918CONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720- Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174- www.hgmccullough.comMake yourself at homeMcKenzie Collection4631 Lisborn Drive Carmel, IN 46033317.574.7616 P02SCALE: 1/4"=1'-0"MAIN LEVEL FLOOR PLAN NOT FOR CONSTRUCTION PRELIMINARY CONSTRUCTION DRAWINGS ONLY NOT TO BE USED FOR STRUCTURAL PURPOSES SHEET NUMBER 3 CAR GARAGE FAMILY AREA DINING AREA KITCHEN AREA PANTRY BEDROOM #2 MASTER BEDROOM MASTER BATHMASTER CLOSETLAUNDRYENTRY FOYER GUEST BATH BATHROOM COVERED OUTDOOR LIVING SIDE YARD PORCH COVERED PORCH SERVICE ENTRY OVERHEAD OUTLET OVERHEAD OUTLET PHOTO CELL PHOTO CELL GFIGFI GFI GFI GFI GFI GFI GFI GFIGFIWPGFIWPGFIWPGFI3W3W 3W3W 3W 3W 3W 3W 3W3W 3W3W 3W3W 3W 3W 3W3W3W3W3W3W LIGHT FIXTURE OUTLET - STANDARD EXHAUST FAN SWITCH RECESSED LIGHT SMOKE/CARBON MONOXIDE DETECTOR HALF HOT OUTLET (SWITCHED OUTLET) EXHAUST FAN W/LIGHT CEILING FAN ELECTRICAL SYMBOLS OUTLET - GFIGFI SWITCH 3-WAY3W OUTLET - WP-GFIWP GFI OUTLET -220220 H. G. McCULLOUGH DESIGNERS, INCDesigned For:BRG 236 @ Jackson Grant- Stone ResidenceDate: 12-12-19Plan number #190918CONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720- Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174- www.hgmccullough.comMake yourself at homeMcKenzie Collection4631 Lisborn Drive Carmel, IN 46033317.574.7616 P02ASCALE: 1/4"=1'-0"MAIN LEVEL ELECTRICAL FLOOR PLAN NOT FOR CONSTRUCTION PRELIMINARY CONSTRUCTION DRAWINGS ONLY NOT TO BE USED FOR STRUCTURAL PURPOSES SHEET NUMBER 5'0" SIDEWALL HEIGHT 8'0" CEILING HEIGHT SLOPECEILING5'0" SIDEWALL HEIGHT 8'0" CEILING HEIGHT SLOPECEILING5'0" SIDEWALL HEIGHT8'0" CEILING HEIGHT5'0" SIDEWALL HEIGHTSLOPE CEILING SLOPE CEILING BEDROOM - 8'0" CEILING HEIGHT - CARPET FLOOR UNFINISHED STORAGE CLOSET BATHROOMW.C. L. STANDARD SHOWER (ONLY)SLOPECEILING8'0" CEILING HEIGHT 7'0" WALL HEIGHT DOWN 18 RISERS CARPET TREAD/RISERS SEWING ROOM - CARPET FLOOR8'0" CEILING HEIGHT7'-37 16"7'-37 16" 14'-678" TW3046-3 TW30410 CR125CW1352'6"x6'8"2'8 "x6 ' 8 " STE E L INSU LATED DOOR 3'0"x 6' 8 " 3'0"x 6 ' 8 "2' 6 "x6 ' 8 " FACE OF EXTERIOR SHEATHING BELOW 10'-2"10'-2" 20'-4"11'-4116"6'-101516"6'-101516"CR1251'-5116"17'-21516"4'-11716"312"9'-101 8"312"4'-11716" 9'-117 16"4"8'-8" FACE OF EXTERIOR SHEATHING BELOW 7 1 16"8'-8" 5'-1"31 2"4'-612"312"5'-412"312"6'-414"312" 4"13'-1078"4"4"12'-1"312"6'-61516"312"4'-1"312"5'-612"312"16'-912"4"10'-11716"CW125 8'-1"8'-1" 2 7 2 7 3 7 3 7 4 8 4 8 - SUB FLOOR - DRYWALL ONLY - 8'0" CEILING HEIGHT- TILE FLOORFURNACE VERIFY LOCATION w/ CONTRACTOR 8 6 5 8 5 8 7 8 FRAME WALLS 1. MATERIALS LEGEND BEARING WALLS * 8'0" CEILING HEIGHT UNLESS OTHERWISE NOTED 2. GENERAL NOTES CONSTRUCTION LEGEND H. G. McCULLOUGH DESIGNERS, INCDesigned For:BRG 236 @ Jackson Grant- Stone ResidenceDate: 12-12-19Plan number #190918CONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720- Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174- www.hgmccullough.comMake yourself at homeMcKenzie Collection4631 Lisborn Drive Carmel, IN 46033317.574.7616 P03SCALE: 1/4"=1'-0"SECOND LEVEL FLOOR PLAN NOT FOR CONSTRUCTION PRELIMINARY CONSTRUCTION DRAWINGS ONLY NOT TO BE USED FOR STRUCTURAL PURPOSES SHEET NUMBER BEDROOM UNFINISHED STORAGE CLOSET BATHROOMSEWING ROOM GFIGFI 3W3W3WLIGHT FIXTURE OUTLET - STANDARD EXHAUST FAN SWITCH RECESSED LIGHT SMOKE/CARBON MONOXIDE DETECTOR HALF HOT OUTLET (SWITCHED OUTLET) EXHAUST FAN W/LIGHT CEILING FAN ELECTRICAL SYMBOLS OUTLET - GFIGFI SWITCH 3-WAY3W OUTLET - WP-GFIWP GFI OUTLET -220220 H. G. McCULLOUGH DESIGNERS, INCDesigned For:BRG 236 @ Jackson Grant- Stone ResidenceDate: 12-12-19Plan number #190918CONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720- Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174- www.hgmccullough.comMake yourself at homeMcKenzie Collection4631 Lisborn Drive Carmel, IN 46033317.574.7616 P3ASCALE: 1/4"=1'-0"SECOND LEVEL FLOOR PLAN NOT FOR CONSTRUCTION PRELIMINARY CONSTRUCTION DRAWINGS ONLY NOT TO BE USED FOR STRUCTURAL PURPOSES SHEET NUMBER BREAK RIDGE RIDGE RIDGE RIDGERIDGE RIDGERIDGEVALLEYHIPVAL LE Y VALLEYVALLEYGABLE ENDGABLE ENDGABLE ENDGABLE ENDGABLE END GABLE END GABLE END GABLE ENDVALLEYV A L L E Y V A L L E Y VALLEY VAL LE Y 12:12 PITCH 12:12 PITCH 12:12PITCH12:12PITCH12:12PITCH12:12PITCH12:12 PITCH 12:12 PITCH 12:12 PITCH 12:12 PITCH 6:12PITCH414:12PITCH414:12PITCH8:12PITCH8:12PITCH378 :12PITCH12:12 PITCH 12:12 PITCH 8:12PITCHCHIMNEY FLUE AS PER CONTRACTOR VALLEYCONSTRUCTION LEGEND * RIDGE VENTS BY CONTRACTOR * GUTTER & DOWNSPOUT LOCATIONS AS PER CONTRACTOR 1. GENERAL NOTES 2. MATERIALS LEGEND METAL ROOF * SIMPSON SEISMIC & HURRICANE TIES OR EQUAL TO PROVIDE A POSITIVE CONNECTION BETWEEN TRUSS/RAFTER & THE WALL OF THE STRUCTURE TO RESIST WIND & SEISMIC FORCES * ROOF SYSTEM 50 LBS. P.S.F. TOTAL ROOF LOAD * ALL EDGE OF ROOFS @ EAVES, RAKES, VALLEYS, HIPS AND BREAKS, COVERED IN ICE AND WATER SHIELD MATERIAL OR EQUAL, VERIFY WITH CONTRACTOR * 30# ASPHALT SAT. FELT * 7 16" DECKING H. G. McCULLOUGH DESIGNERS, INCDesigned For:BRG 236 @ Jackson Grant- Stone ResidenceDate: 12-12-19Plan number #190918CONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720- Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174- www.hgmccullough.comMake yourself at homeMcKenzie Collection4631 Lisborn Drive Carmel, IN 46033317.574.7616 PSCALE: 1/4"=1'-0"ROOF PLAN 04 NOT FOR CONSTRUCTION PRELIMINARY CONSTRUCTION DRAWINGS ONLY NOT TO BE USED FOR STRUCTURAL PURPOSES SHEET NUMBER H. G. McCULLOUGH DESIGNERS, INCDesigned For:BRG 236 @ Jackson Grant- Stone ResidenceDate: 12-12-19Plan number #190918CONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720- Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174- www.hgmccullough.comMake yourself at homeMcKenzie Collection4631 Lisborn Drive Carmel, IN 46033317.574.7616 P8'-10"FRONT ELEVATION 6'-10"10'-118"CEILING HEIGHTCHIMNEY FLUE AS PER CONTRACTOR 12 PITCH 12 12 PITCH 12 BOT OF WIN. HDR. LAP SIDING (5" EXPOSURE) ASPHALT SHINGLES BRICK TOP OF MAIN LEVEL SUB FLOOR512"512" BRICK SILL w/ FLASHING (VERIFY w/ CONTRACTOR)714"DECORATIVE WINDOW CROWN (TYP.) (AS PER CONTRACTOR) TOP OF MAIN LEVEL SUB FLOOR TOP OF MAIN LEVEL SUB FLOOR RIGHT SIDE ELEVATION 6'-61316"10'-118"CEILING HEIGHT1'-058"8'-118"CEILING HEIGHT12 PITCH 12 BOT OF WIN. HDR. LAP SIDING (5" EXPOSURE) ASPHALT SHINGLES BRICK 8'-0"BOT OF WIN. HDR. BRICK SILL w/ FLASHING (VERIFY w/ CONTRACTOR) WINDOW WATERPROOFING & FLASHING (AS PER CONTRACTOR) WINDOW WATERPROOFING & FLASHING (AS PER CONTRACTOR) EXTERIOR WALL, ROOF WATERPROOFING & FLASHING (AS PER CONTRACTOR) EXTERIOR WALL, ROOF WATERPROOFING & FLASHING (AS PER CONTRACTOR) DECORATIVE WINDOW CROWN (TYP.) (AS PER CONTRACTOR) SCALE: 1/4"=1'-0"ELEVATIONS 5 NOT FOR CONSTRUCTION PRELIMINARY CONSTRUCTION DRAWINGS ONLY NOT TO BE USED FOR STRUCTURAL PURPOSES SHEET NUMBER H. G. McCULLOUGH DESIGNERS, INCDesigned For:BRG 236 @ Jackson Grant- Stone ResidenceDate: 12-12-19Plan number #190918CONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720- Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174- www.hgmccullough.comMake yourself at homeMcKenzie Collection4631 Lisborn Drive Carmel, IN 46033317.574.7616 P6'-8"8'-0"TOP OF MAIN LEVEL SUB FLOOR TOP OF GARAGE FOUNDATION REAR ELEVATION10'-118"CEILING HEIGHTBOT OF WIN. HDR. LAP SIDING (5" EXPOSURE) 12 PITCH 8 12 PITCH 41 4 PITCH37 8 ASPHALT SHINGLES BRICK BRICK SILL w/ FLASHING (VERIFY w/ CONTRACTOR) WINDOW WATERPROOFING & FLASHING (AS PER CONTRACTOR) WINDOW WATERPROOFING & FLASHING (AS PER CONTRACTOR) DECORATIVE WINDOW CROWN (TYP.) (AS PER CONTRACTOR)6'-1012"TOP OF MAIN LEVEL SUB FLOOR BRICK SILL w/ FLASHING (VERIFY w/ CONTRACTOR) LEFT SIDE ELEVATION8'-0"12 PITCH 12 12 PITCH 12BOT OF WIN. HDR. BOT OF WIN. HDR. LAP SIDING (5" EXPOSURE) ASPHALT SHINGLES WINDOW WATERPROOFING & FLASHING (AS PER CONTRACTOR) WINDOW WATERPROOFING & FLASHING (AS PER CONTRACTOR) SCALE: 1/4"=1'-0"ELEVATIONS 6 NOT FOR CONSTRUCTION PRELIMINARY CONSTRUCTION DRAWINGS ONLY NOT TO BE USED FOR STRUCTURAL PURPOSES SHEET NUMBER H. G. McCULLOUGH DESIGNERS, INCDesigned For:BRG 236 @ Jackson Grant- Stone ResidenceDate: 12-12-19Plan number #190918CONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720- Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174- www.hgmccullough.comMake yourself at homeMcKenzie Collection4631 Lisborn Drive Carmel, IN 46033317.574.7616 PTOP OF TRUSS FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x4 STUDS 16" O.C. w/ 1 2" DRYWALL ZIP WALL W/ TAPPED JOINTS 7/16" O.S.B. SHEATHING AIR SPACE BRICK VENEER 6 MIL POLYETHYLENE VAPOR BARRIER4" (MIN.) GRAVEL FILL 4" CONCRETE SLAB BOT. OF LOOKOUTHARDI PANEL w/ TRIM 12"X22" DEEP CONCRETE FOOTING @ 2500 PSI 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. BLOWN INSUL. R-19 KITCHEN AREA 1 FRAMING SECTION LAUNDRY 1'-01 2"19'-77 16"19'-7916"1'-01 2"10'-118"1'-858"13'-1"HEELHEIGHT12 PITCH 8 ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE R-10 RIGID INSULATION 10'-678"12 PITCH 6 2'-0"BRICK SILL w/ FLASHING (VERIFY w/ CONTRACTOR) 6 MIL POLYETHYLENE VAPOR BARRIER 4" (MIN.) GRAVEL FILL 4" CONC. SLAB W/ 6x6 #10 WWF FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-11 117 8 LVL JST @ 16" O.C. 3 4" T&G OSB SUB. FL. STORAGE 3 CAR GARAGE 2 FRAMING SECTION W21x73# STL. BEAM ROOM OVER ATTIC 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"10'-112"10'-112"14'-012"6"10'-118"1'-058"8'-118"2'-1"10'-112"HEELHEIGHT12 PITCH 12 10'-678"BOT. OF LOOKOUT 2x4 NAILER INSULATION BAFFLE STOP TOP OF GARAGE FOUNDATION TOP OF MAIN LEVEL SUB FLOOR OVERHANG TOP OF TRUSS 12"X22" DEEP CONCRETE FOOTING @ 2500 PSI 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. BLOWN INSUL. R-19 117 8 JST @ 16" O.C. LAUNDRY MASTER BEDROOMENTRY FOYER GUEST BATHCOVERED PORCH SERVICE ENTRY BEDROOMCLOSET BATHROOM 3 FRAMING SECTION 6"14'-678"6"1'-312"6'-034"7'-11316"13'-2316"2'-4"8'-434"7'-11316"2'-4716"13'-2316"HEELHEIGHTHEELHEIGHTHEELHEIGHT12 PITCH 12 THICKEN SLAB 2 PLY"x1178" FLUSH LVL HDR. W/ JST. HANGERS OVERHANG CANTILEVER TRUSS BRICK SILL w/ FLASHING (VERIFY w/ CONTRACTOR) 6 MIL POLYETHYLENE VAPOR BARRIER4" (MIN.) GRAVEL FILL 12"X22" DEEP CONCRETE FOOTING @ 2500 PSI 10'-118"4" CONCRETE SLAB 4" CONCRETE SLAB 1'-1" BLOWN INSUL. R-19 SCALE: 1/4"=1'-0"FRAMING SECTIONS 7 NOT FOR CONSTRUCTION PRELIMINARY CONSTRUCTION DRAWINGS ONLY NOT TO BE USED FOR STRUCTURAL PURPOSES SHEET NUMBER H. G. McCULLOUGH DESIGNERS, INCDesigned For:BRG 236 @ Jackson Grant- Stone ResidenceDate: 12-12-19Plan number #190918CONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720- Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174- www.hgmccullough.comMake yourself at homeMcKenzie Collection4631 Lisborn Drive Carmel, IN 46033317.574.7616 P117 8 JST @ 16" O.C. MASTER BEDROOM 3 CAR GARAGE BEDROOM BATHROOM SEWING ROOM 4 FRAMING SECTION5"10'-118"1'-058"8'-118"7'-3916"6'-5716"1'-012"17'-11116"11'-278"15'-412"1'-012"1'-4716"5'-514"7'-111516"12 PITCH 8 12 PITCH 414 12 PITCH37 8 ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE 6'-61316"834"2x8 RA F T E R S 1 6 " O . C . 312"SEAT CUT 2 PLY"x117 8" FLUSH LVL HDR. W/ JST. HANGERS3 PLY"x117 8" FLUSH LVL HDR. W/ JST. HANGERS 2x6 JOIST 16" O.C. 11 2 NAILER 1'-4516"1'-012"31 2" SEAT CUT 2'-0"BRICK SILL w/ FLASHING (VERIFY w/ CONTRACTOR)4" CONCRETE SLAB 4" CONC. SLAB W/ 6x6 #10 WWF 12 PITCH8 BLOWN INSUL. R-19 TOP OF RIDGE BEAM HEELHEIGHT1'-115 16"7'-10"7'-10"1'-115 16" 12 PITCH 12ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE 2 PLY"x1178" LVL HDR. TOP OF MAIN LEVEL SUB FLOOR10'-118"1'-278"11916"7'-10"HEELHEIGHT5 FRAMING SECTION 5 TOP OF TRUSS W21x73# STL. BEAM (4) 2 x 1 2 C A R R I A G E S 11 16 TREADS 3 4 RISERS 17 TREADS @ 11" EACH=18 RISERS@7716" EA.=12'-61 2"3 4"4'-3" PLYWD. HANGER 4'-514"15'-7"11'-134"6 FRAMING SECTION 610'-118"1'-834"6'-478"1'-012"312"5'-10"5'-10"312"1'-012" SEAT CUT SEAT CUT TOP OF RIDGE BEAM 2x6 RAFTERS 16" O.C. 2x6 JOIST 16" O.C. 12 PITCH12 BEDROOM #2 ZIP WALL W/ TAPPED JOINTS 7/16" O.S.B. SHEATHING AIR SPACE BRICK VENEER BRICK SILL w/ FLASHING (VERIFY w/ CONTRACTOR) 8 FRAMING SECTION 2 PLY"x117 8" LVL HDR. 8'-97 16"41 16"1'-115 16" SEAT CUT 2x6 R A F T E R S 1 6 " O . C . 2x6 JOIST 16" O.C. 12 PITCH 6 10'-118"1'-278"112"112"SLOPESTEP CONC. SLAB W/ 6x6 #10 WWF EXPOSED AGGREGATE RUBBER FLASHING AS PER CONTR. 7 FRAMING SECTION SCALE: 1/4"=1'-0"FRAMING SECTIONS 8 NOT FOR CONSTRUCTION PRELIMINARY CONSTRUCTION DRAWINGS ONLY NOT TO BE USED FOR STRUCTURAL PURPOSES SHEET NUMBER