Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
WVL 92 - ARB approval
By Todd McLean, AIA at 6:25 pm, Aug 21, 2019 08/30/19 Mike Sheeks Designed For:Westvale Lot 92Stump ResidenceDate: 08-20-19Plan number #190601H. 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.COM 4631LisbornDriveCarmel ,IN46033 317.574.7617PFRONT ELEVATION FRENZEL PKWY10'-118"CEILING HEIGHT8'-0"BOT OF WIN. HDR. TOP OF MAIN LEVEL SUB FLOOR PLANTER'S BOX 12'-118"CEILING HEIGHTTOP OF GARAGE CONCRETE FLOOR TOP OF GARAGE FOUNDATION 9'-414"12 PITCH 12 12 PITCH 12 ASPHALT SHINGLES ASPHALT SHINGLES BRICK SILL7 14"714"512"31 2" METAL FLASHING AS PER CONTRACTOR BRICK BRICK BRICK ARCH SOLDIER BOT OF WIN. HDR.18'-10"BOT OF WIN. HDR. 12 PITCH 12 18'-634"BOT OF WIN. HDR. DECORATIVE WOOD BRACKET DECORATIVE WOOD BRACKET R7'-6"3'-0"8'-7116 " 1'-101516"10'-0" - ANDERSEN 400 SERIES WINDOWS 4" 4" 63 4"7'-612"BOT OF WIN. HDR. TOP OF LOWER LEVEL CONCRETE SLAB8'-0"12'-118"CEILING HEIGHTBOT OF WIN. HDR. TOP OF MAIN LEVEL SUB FLOOR 12 PITCH 9 12 PITCH 9 ASPHALT SHINGLES ASPHALT SHINGLES LAP SIDING BRICK SILL BRICK SILL 51 2"512"51 2" 51 2" DECORATIVE WOOD BRACKET METAL CHIMNEY CAP (AS PER CONTRACTOR) DECORATIVE WOOD BRACKET BRICK 2'-612"- ANDERSEN 400 SERIES WINDOWS THIN SET BRICK VENEER RIGHT SIDE ELEVATION SKYTAG DRIVE 4" 4" SCALE: 1/4"=1'-0"ELEVATIONS 05 SHEET NUMBER08/30/19 Mike Sheeks Designed For:Westvale Lot 92Stump ResidenceDate: 08-20-19Plan number #190601H. 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.COM 4631LisbornDriveCarmel ,IN46033 317.574.7617PREAR ELEVATION 8'-0"BOT OF WIN. HDR. TOP OF MAIN LEVEL SUB FLOOR TOP OF MAIN LEVEL SUB FLOOR12'-118"CEILING HEIGHT12 PITCH 12 12 PITCH 12 ASPHALT SHINGLES ASPHALT SHINGLES BRICK SILL BRICK SILL METAL FLASHING AS PER CONTRACTOR BRICK 10'-118"CEILING HEIGHT8'-0"2'-612"BOT OF WIN. HDR. THIN SET BRICK VENEER - ANDERSEN 400 SERIES WINDOWS 4" 4" 4" 4" LEFT SIDE ELEVATION 7'-612"BOT OF WIN. HDR. TOP OF LOWER LEVEL CONCRETE SLAB 8'-0"BOT OF WIN. HDR. TOP OF MAIN LEVEL SUB FLOOR 12 PITCH 9 12 PITCH 9 ASPHALT SHINGLES ASPHALT SHINGLES LAP SIDING LAP SIDING LAP SIDING BRICK SILL BRICK SILL714"BRICKBRICK DECORATIVE WOOD BRACKET METAL CHIMNEY CAP (AS PER CONTRACTOR) 9'-414"BOT OF WIN. HDR.10'-118"CEILING HEIGHTTOP OF GARAGE FOUNDATION THIN SET BRICK VENEER - ANDERSEN 400 SERIES WINDOWS 2'-03 4" SCALE: 1/4"=1'-0"ELEVATIONS 06 SHEET NUMBER08/30/19 Mike Sheeks CRAWLSPACE UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL UNEXCAVATED - 4" MIN. CONCRETE SLAB- GRAVEL FILL 20"x8" CONCRETEFOOTING20"x8" CONCRETEFOOTING20"x8" CONCRETEFOOTING20"x8" CONCRETEFOOTING31 2x31 2x 14" STL. COL. W8x13# STL. BEAM31 2x31 2x14" STL. COL. 20"x10" CONCRETE FOOTING @ 2500 PSI 20"x10" CONCRETE FOOTING @ 2500 PSI 20"x10" CONCRETE FOOTING @ 2500 PSI 20"x10" CONCRETE FOOTING @ 2500 PSI FTG. DETAIL1 E DBL. LVL JST. DBL. LVL JST. DBL. LVL JST. DBL. LVL JST. 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE 8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE20"x8" CONCRETEFOOTING20"x8" CONCRETEFOOTING1 7 1 7 6 7 6 7 7 2 7 2 8 4 8 4 8 5 8 3 52'-01 2" 7'-41 4"7'-3"37'-51 4" 16'-31 2" 3'-0" 20'-8"3'-8" 19'-0" 20'-0" 17'-8" 3'-8"5'-4" 15'-0" 20'-103 4" 10'-93 4" 11'-31 2"8'-0" 1'-21 2"21'-912"7'-0" 18'-2"9'-812" 21'-13 4"15'-11"14'-113 4"934"9'-1012"4'-103 4"4'-9"12'-51 2"20'-1" 93 4" 15'-93 4"12'-512"15'-3"13'-312"13'-0"3'-9" 22'-11" 4'-912"11'-612" 13'-8"4'-8 1 4"7'-3"24'-83 4"25'-8" 24'-4" 86'-8" 1'-0" 9'-3" M.O. 2'-0" 9'-3" M.O. 2'-10"2'-111 2"3'-3" M.O. 13'-0"12'-0"27'-8" 16'-4" 13'-8" 1'-212"10'-0" M.O.3'-212"4'-4"2'-8" M.O.3'-412"1'-1034"9'-3" M.O.1014""X" INDICATES 4" DROP FLOOR SYSTEM FOR MASTER SHOWER FLOOR BRICK LEDGE BRICK LEDGE BRICK LEDGE BRICK LEDGE BRICK LEDGE BRICK LEDGE BRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGE19'-51 2" 8" POURED CONCRETE 36'-8"15'-31 4" 6'-03 4"4'-4" 28'-8"18'-2"5'-0"25'-212"19'-2"93 4" FOUNDATION DETAIL 1A FD1 FOUNDATION DETAIL 1A FD2 FOUNDATION DETAIL 1A FD3 EJECTORPITSUMP PUMP w/BATTERY BACKUPBRICK STAMP FORMS ON THE INSIDE BRICK STAMP FORMS ON THE INSIDE FOUNDATION DETAIL 1A FD4 FOUNDATION DETAIL1A FD4 Designed For:Westvale Lot 92Stump ResidenceDate: 08-15-19Plan number #190601H. 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.COM 4631LisbornDriveCarmel ,IN46033 317.574.7617P312"X312"X 14" STL. COLUMN w/ 3 4"x12"x12" BASE PL. w/ (4) 3 4" HEADED ANCHOR ASTM A325 F1554 GRADE 36 FTG. SIZE N0. REINFORCEMENT INTERIOR COLUMN FOOTING SCHEDULE 1'-0" * HVAC CONTRACTOR TO PROVIDE CONTINUOUSLY OPERATED MECHANICAL VENTILATION AT A RATE OF 1.0 CFM FOR EACH 50 SQ.FT. OF CRAWL SPACE * VERIFY MECHANICAL ACCESSES THROUGH FOUNDATION WALL W/ CONTRACTOR & MECHANICAL CONTRACTOR A 54"X54"X12" (5)#4's E.W. B 48"X48"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 REINFORCING TIMES 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 4. GENERAL NOTES * ALL MASONRY LEDGES TO BE 4" (UNLESS OTHERWISE NOTED) SEE SCHEDULED FOR SIZE & REINFORCEMENT 3" CLEAR3" CLEAR 4 PLY BLOCKING ANCHORED TO FOUNDATION w/1 2" X 8" ANCHOR BOLTS DRILLED & EPOXY 48" o.c. SCALE: 1/4"=1'-0"FOUNDATION PLAN 01 SHEET NUMBER08/30/19 Mike Sheeks FD1 FOUNDATION DETAIL FD2 FOUNDATION DETAIL FD3 FOUNDATION DETAIL 4" CROSS-0VER DRAIN THROUGH FOOTING @ (1) LOCATION ON EACH SIDE OF FOUNDATION TYP.112"SLOPESTEP GRAVEL FILL RUBBER FLASHING AS PER CONTR. 4" MASONRY LEDGE POURED CONCRETE WALL HEIGHT9'-0"20"x10" CONCRETE FOOTING @ 2500 PSI 4" DIA. PERF PIPE w/SOCK WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR GRAVEL FILL 14 JST @ 16" O.C. 8" CONC. WALL (2) ROWS OF #4 HORZ. REBARS LAP 24 AS NECESSARY 112"13 8"SLOPESTEP212" 6'-0"6'-0"1'-0" CONC. SLAB W/ 6x6 #10 WWF EXPOSED AGGREGATE CONC. SLAB W/ 6x6 #10 WWF EXPOSED AGGREGATE INSUL. BATTS 2'-0"12"POURED CONCRETE WALL HEIGHT4"MASONRY LEDGE TOP OF GARAGE FOUNDATION AIR SPACE BRICK VENEER 4" CONCRETE BLOCK 4" CONCRETE BLOCK 1 2"x18" ANCHOR BOLTS 48" O.C. 1 2"x18" ANCHOR BOLTS 48" O.C. 2 " RIGID INSUL.3'-0"4" CONCRETE BLOCK 10" CONCRETE BLOCK GRAVEL FILL 8'-912"7'-612"9'-0"POURED CONCRETE WALL HEIGHTFD4 FOUNDATION DETAIL 4" DIA. PERF PIPE w/SOCK 20"x10" CONCRETE FOOTING @ 2500 PSI MASONRY CAP INSUL. BATTS 8" CONC. WALL (2) ROWS OF #4 HORZ. REBARS LAP 24 AS NECESSARY 4" CROSS-0VER DRAIN THROUGH FOOTING @ (1) LOCATION ON EACH SIDE OF FOUNDATION TYP.Designed For:Westvale Lot 92Stump ResidenceDate: 08-15-19Plan number #190601H. 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.COM 4631LisbornDriveCarmel ,IN46033 317.574.7617P01A SHEET NUMBERFOUNDATION DETAILS SCALE: 3/8"=1'-0"08/30/19 Mike Sheeks UP 17 RISERS - WOOD TREAD/RISERS TUB/ SHOWER W.C. L. TOWELS SHOWER W.C. L. BEDROOM #2 - 8'9" CEILING HEIGHT - CARPET FLOOR BEDROOM #3 - 8'9" CEILING HEIGHT - CARPET FLOOR BATHROOM - 8'9" CEILING HEIGHT - LVP FLOOR BATHROOM - 8'9" CEILING HEIGHT - LVP FLOOR CLOSET CLOSET MECHANICAL/STORAGE - 8'9" CEILING HEIGHT - CONCRETE FLOOR (TREATED) FITNESS - 8'9" CEILING HEIGHT - CONCRETE FLOOR (UNTREATED) FUTURE SAUNA - 8'9" CEILING HEIGHT - CONCRETE FLOOR (UNTREATED) KITTY ROOM - 8'9" CEILING HEIGHT - CONCRETE FLOOR (TREATED) MEDIA AREA - 8'9" CEILING HEIGHT - LVP FLOORWALK UP BAR AREA ROUGH-INPLUMBING/DRAIN FOR SINKUNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL WINDOW WELL WINDOW WELL CRAWLSPACE STORAGE CLOSET CLOSET 3 '0"x6 '8" 3 '0"x6'8 "3'0"x6'8" 2 '8 "x6 '8"2'8 "x6 '8 " 2' 6 " x6 ' 8 "2 '6 "x6 '8"2'6"x6'8"POCKET DOOR3'0 "x6'8"2'6"x6'8 " 2' 6"x6 ' 8 "2'6"x6'8"2'6 "x6'8 "3'0"x6'8"2'8"x6'8""X" INDICATES 4" DROP FLOOR SYSTEM FOR MASTER SHOWER FLOOR UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL UNEXCAVATED - 4" MIN. CONCRETE SLAB- GRAVEL FILL2'8"x6'8"2 PLY"x1178"LVL HDR.31 2x31 2x1 4" STL. COL. W8x13# STL. BEAM31 2x31 2x 1 4" STL. COL. 1 7 1 7 6 7 6 7 7 2 7 2 8 4 8 4 8 5 8 3 2646-2 8'-33 4" 4"12'-212"312" 3'-3"4" 4"7'-21 2" 31 2" 7'-21 2" 31 2" 4'-111 2" 31 2"5'-0"31 2"9'-3"31 2"12'-2"31 2" 8'-61 2"4"3'-112"4"8'-4" 312"7'-512" 312" 8'-8"312"19'-612" 9'-11"4" 19'-91 2" 31 2"16'-11"31 2" 4'-11 2"4"8'-434"312" 8'-434" 4"31 2"5'-0"31 2"3'-91 2"31 2"15'-8"31 2"4'-1" 4"2'-10"312"6'-512" 4"312" 10'-113 4" 2646-2 4"2'-53 4"4"4'-212"10'-81 2"32" CRAWLSPACE ACCESSDBL. FLOOR JST. 2'0"x6'8" CLOSET 4'-1"31 2"2'-4"31 2"3'-1"2'-1"312"2'-10"3'-112"312" WATER SOFTNER BYPASS 50 GAL ELECTRIC AWH 50 GAL ELECTRIC AWH GAS FURNACE w/ HUMIDIFIER EJECTOR PITSUMP PUMP w/BATTERY BACKUP- 8'9" CEILING HEIGHT - LVP FLOOR CONCRETE BLOCK WALLS CONSTRUCTION LEGEND FRAME WALLS 1. MATERIALS LEGEND BEARING WALLS CONCRETE WALLS 2. GENERAL NOTES * DIMENSIONS TO FACE OF STUD * 8'9" CEILING HEIGHT UNLESS OTHERWISE NOTED * ZONED HVAC * SMOOTH CEILINGS Designed For:Westvale Lot 92Stump ResidenceDate: 08-15-19Plan number #190601H. 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.COM 4631LisbornDriveCarmel,IN46033 317.574.7617P02SCALE: 1/4"=1'-0"LOWER LEVEL FLOOR PLAN SHEET NUMBER08/30/19 Mike Sheeks BEDROOM #2 BEDROOM #3 BATHROOM BATHROOM CLOSET CLOSET MECHANICAL/STORAGE FITNESS FUTURE SAUNA KITTY ROOM MEDIA AREAWALK UP BAR AREAUNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL CRAWLSPACE STORAGE CLOSET CLOSET UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL UNEXCAVATED - 4" MIN. CONCRETE SLAB- GRAVEL FILL32" CRAWLSPACE ACCESSGFI GFI 3W TO SWITCH 3W 3W 3W3W 3W3W3W LIGHT FIXTURE OUTLET - STANDARD EXHAUST FAN SWITCH RECESSED LIGHT SMOKE/CARBON MONOXIDE DETECTOR FLUORESCENT FIXTURE EXHAUST FAN W/LIGHT CEILING FAN w/ LIGHT FLOOD LIGHT STEP LIGHT ELECTRICAL SYMBOLS OUTLET - GFIGFI SWITCH 3-WAY3W OUTLET - WP-GFIWP GFI OUTLET -220220 Designed For:Westvale Lot 92Stump ResidenceDate: 08-15-19Plan number #190601H. 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.COM 4631LisbornDriveCarmel,IN46033 317.574.7617P02ASCALE: 1/4"=1'-0"LOWER LEVEL FLOOR PLAN - ELECTRICAL SHEET NUMBER08/30/19 Mike Sheeks 9'0"x7'0" OVERHEAD DOOR FLUSH HEARTH GASLINEHEAT-N-GLO TRUE 50/GAS BR42 WOOD BURNING 42" DIRECT VENT/GAS W.C. L.SIT DOWNVANITYL. SINK D.W. W.C. L. CLEANING CLOSET STORAGE LAUNDRY STORAGE CLOSET GUEST CLOSET FURNITURE PIECEBY OWNERSHOWER FURNITURE PIECEBY OWNER2 BAY GARAGE 2" MINIMUM SLOPEDCONCRETE SLAB1 BAY GARAGE 2" MINIMUM SLOPED CONCRETE SLAB GEAR AREA - 10'0" CEILING HEIGHT - WOOD FLOOR DINING ROOM BREAKFAST AREA FAMILY AREA MASTER BATH - 10'0' CEILING HEIGHT - TILE FLOOR MASTER BEDROOM DEN - 10'0" CEILING HEIGHT - WOOD FLOOR - CROWN MOULDING MASTER CLOSET - 10'0" CEILING HEIGHT - WOOD FLOOR ENTRY FOYER - 12'0" CEILING HEIGHT - WOOD FLOOR - CROWN MOULDING - 10'0" CEILING HEIGHT - TILE FLOOR CLOSET PANTRY COVERED OUTDOOR LIVING - EXPOSED AGGREGATE COVERED PORCH- EXPOSED AGGREGATEDOWN 17 RISERS WOOD TREAD/RISERS 1 2 BATH - 10'0" CEILING HEIGHT - WOOD FLOOR - 10'0" CEILING HEIGHT - TILE FLOOR RAILING CLOSET -TOWELS -LINENS CONCRETE LEDGE CONCRETE LEDGE9'0"x7'0" OVERHEAD DOOR - 12'0" CEILING HEIGHT - BEAM CEILING - WOOD FLOOR - CROWN MOULDING - 11'0" TRAY CEILING - WOOD FLOOR - CROWN MOULDING KITCHEN 3'-6"4'-0" NO THRESSHOLDGLASS - 10'0" CEILING HEIGHT - WOOD FLOOR - 10'0" CEILING HEIGHT -CROWN MOULDING - 12'0" CEILING HEIGHT - BEAM CEILING - WOOD FLOOR - WOOD MOULDING - 12'0" CEILING HEIGHT - BEAM CEILING - WOOD FLOOR- - TILE BACK SPLASH - 12'0" CEILING HEIGHT - BEAM CEILING - WOOD FLOOR - CROWN MOULDING 2'0"x8'0" PAIR DOORS3'0"x8'0 "1'9"x8'0"PAIR DOORS2'6"x8'0"ARCH TOP DOORS3'0"x8'0" 3'0"x8'0" TR A NSO M ABOV E 3'0 "x8 '0 "3'0"x 8'0"3'0 "x8'0 " 3'0"x8'0" PAIR POCKET DOORS 2'0"x8'0" PAIR DOORS 3 '0"x8'0 "3'0"x8'0" PAIR DOORS 3' 0 "x8 '0" 3'0"x8'0" POCKET DOORS 2'0"x8'0"PAIR DOORS3'0"x8' 0" FULL HEIG H T DOO R TRANSOM ABOVE12'-0"x8'-0"QUAD SLIDING DOOR UNIT 2 PLY"x117 8" LVL HDR. 4 PLY SOLID BLOCKING 4 PLY SOLID BLOCKING 4 PLY SOLID BLOCKING 2 PLY"x117 8" LVL HDR.2 PLY"x1178"LVL HDR.3-PLYx16LVL HEADER- 10'0" CEILING HEIGHTDOWN 3 STEPS 1 7 1 7 6 7 6 7 7 2 7 2 8 4 8 4 8 5 8 3 30663066 3066 3046 3046 3046 3066-33066-33026-53066-53026-3 3066-3 3026-3 3066-3 3026 3046 3026 3046 30468'-6"8'-6" 10'-4" 10'-4" 9'-2" 9'-2" 17'-0"20'-8" 18'-4" 5'-5" 1'-0" 4'-0" 5'-1" 4'-10" 6" 6'-7" 6'-9" 6'-7" 11" 13'-9" 6'-9" 6"6" 11'-2" 6"512"17'-1"512" 7'-612" 312"6'-7"312"4'-7"512"5'-5"312"25'-21 4 " 8'-11 4 " 12'-71 2"21'-9" 3'-0" 20'-8"67'-8" 5'-11"14'-83 8"9'-8 1 4" 6'-43 8"20'-9" 4'-3"5'-111 2"11'-3"7'-11 2" 36'-8" 25'-0" 24'-4"6'-214"5'-934"7'-8"12'-8" 6'-8" 3'-2" 3'-712"5'-1112" 6'-6"10'-9"8'-612"8'-512" 6"12'-2" 4" 4"7'-11" 12'-9"12'-0"27'-0" 17'-612"12'-512"31 2"2'-61 2" 31 2" 1'-101 2" 31 2" 6'-101 2" 31 2" 20'-01 2" 4"3'-9"31 2"18'-1"31 2"12'-1"31 2"2'-1"4"2'-1"7'-53 4"5'-1"7'-53 4"31 2"2'-2 1 4 " 5'-5"31 2" 8'-33 4 "31 2"2'-112"512" 5'-1"312"5'-512" 4"1'-612"312" 4'-1"4" 37'-712"6"2'-4"13'-2" 6" 13'-11" 1'-1"19'-11"51 2" 15'-51 4" 31 2" 5'-43 4" 31 2" 28'-41 2"4"512" 2'-7"512"3'-9"51 2" 7'-81 2" 31 2" 2'-21 2" 31 2"4'-7" 2'-6"312"3'-1"312" 12'-812"4"51 2"6'-5"31 2" 8'-11 2" 31 2"6'-0"31 2" 51 2"12'-9"31 2"8'-1"31 2" 3'6"x8'0" CASED OPENING 3'0 "x 8 '0 "6" 1'-8"1'-8"7'-9"51 2"25'-712"19'-11"6" 4" 17'-8" 4" WINDOW WELL WINDOW WELL 9'0"x7'0" OVERHEAD DOOR20'-8"61 2"7'-51 2"9'-112"4'-11"14'-5"6'-214"6'-934"2'-8"6'-5" 5'-11" 15'-0" 5'-31 2"3-PLYx1178LVL HEADER2-PLYx9 1 2 LVL HEADER 2-PLYx912LVL HEADER2-PLYx912LVL HEADER2-PLYx912LVL HEADER3-PLYx1178LVL HEADER 3-PLYx14LVL HEADER13'0"x10'0" OPENING11'0"x10'0" OPENING GAS RANGE (VENTED OUTSIDE) HOSE BIB HOSE BIB HOSE BIBCROWN MOULDINGCROWN MOULDINGCROWN MOULDING CROWN MOULDINGCROWN MOULDING - 10'0" CEILING HEIGHT-CROWN MOULDING- 10'0" CEILING HEIGHT-CROWN MOULDINGREF. GAS LOG IGNITER VALVE SHOWER HEAD REF.DOUBLE OVENS W. D. SINK 2'6"x8'0" POCKET DOOR BEARING WALLS 3. GENERAL NOTES * 10'0" CEILING HEIGHT UNLESS OTHERWISE NOTED * POCKET DOORS: TRIPLE 2x12 HDR. W/ 1 2" PLYWD. GUSSETS 2 PLY SOLID BLK'G. BOTH SIDES (TYP.) 2X10 BLOCKING FLUSH W/ INSIDE FACE OF STUDS 8" SCALE: NO SCALE 4. WINDOW/DOOR HEAD FRAMING DETAIL (TYP.)6"BRICK VENEER 2. MATERIALS LEGEND CONSTRUCTION LEGEND FRAME WALLS 1. AREA LEGEND 3 CAR GARAGE: 1067 SQ. FT. MAIN LEVEL: 2970 SQ. FT. MAIN LEVEL * 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. ANDERSON 200 SERIES 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) * 8'0" INTERIOR DOOR HEIGHT UNFINISHED: 430 SQ. FT. FINISHED: 2050 SQ. FT. LOWER LEVEL * SMOOTH CEILINGS Designed For:Westvale Lot 92Stump ResidenceDate: 08-15-19Plan number #190601H. 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.COM 4631LisbornDriveCarmel,IN46033 317.574.7617P03SCALE: 1/4"=1'-0"MAIN LEVEL FLOOR PLAN SHEET NUMBER08/30/19 Mike Sheeks CLEANING CLOSET STORAGE LAUNDRY GUEST CLOSET 2 BAY GARAGE 1 BAY GARAGE GEAR AREA DINING ROOM BREAKFAST AREA FAMILY AREA MASTER BATH MASTER BEDROOM DEN MASTER CLOSET ENTRY FOYER CLOSET PANTRY COVERED OUTDOOR LIVING COVERED PORCH1 2 BATH KITCHEN OVERHEAD OUTLET PHOTO CELL PHOTO CELL PHOTO CELL OVERHEAD OUTLET OVERHEAD OUTLET WP GFI WP GFI WP GFI WP GFI GFI GFI GFI GFI 3W TO SWITCH 3W3W 3W 3W 3W 3W 3W 3W 3W 3W 3W 3WGFI LIGHT FIXTURE OUTLET - STANDARD EXHAUST FAN SWITCH RECESSED LIGHT SMOKE/CARBON MONOXIDE DETECTOR FLUORESCENT FIXTURE EXHAUST FAN W/LIGHT CEILING FAN w/ LIGHT FLOOD LIGHT STEP LIGHT ELECTRICAL SYMBOLS OUTLET - GFIGFI SWITCH 3-WAY3W OUTLET - WP-GFIWP GFI OUTLET -220220 Designed For:Westvale Lot 92Stump ResidenceDate: 08-15-19Plan number #190601H. 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.COM 4631LisbornDriveCarmel,IN46033 317.574.7617P03ASCALE: 1/4"=1'-0"MAIN LEVEL FLOOR PLAN - ELECTRICAL SHEET NUMBER08/30/19 Mike Sheeks BREAK9:12 PITCH 215 16:12 PITCH 12:12PITCH9:12 PITCH 12:12PITCH12:12PITCH12:12PITCH12:12PITCH12:12PITCH12:12PITCH12:12PITCH12:12PITCH12:12PITCH9:12 PITCH 9:12 PITCH 9:12 PITCH 9:12 PITCH 9:12 PITCH 9:12 PITCH RIDGERIDGE RIDGE RIDGE RIDGE RIDGERIDGEVAL LEY V A L L E Y VALLEY VALLE Y V A L L E Y VALL E Y V A L L E Y HIP H I P HIP H I P H I P HIP HIPH I P H I P HI PH I P HIP CRICKET CHIMNEY STRUCTURE HIP HIP H I P HIP H I P V A L L E Y VALL E Y 12:12PITCH12:12PITCH9:12 PITCH RIDGE VALL E Y HIP METAL CHIMNEY CAP (AS PER CONTRACTOR) THIN SET BRICK VENEER CONSTRUCTION LEGEND * ROOF SYSTEM 50 LBS. P.S.F. TOTAL ROOF LOAD * 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 Designed For:Westvale Lot 92Stump ResidenceDate: 08-15-19Plan number #190601H. 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.COM 4631LisbornDriveCarmel ,IN46033 317.574.7617 PSCALE: 1/4"=1'-0"ROOF PLAN 05 SHEET NUMBER08/30/19 Mike Sheeks Designed For:Westvale Lot 92Stump ResidenceDate: 08-15-19Plan number #190601H. 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.COM 4631LisbornDriveCarmel ,IN46033 317.574.7617P112"SLOPESTEP GRAVEL FILL RUBBER FLASHING AS PER CONTR. 4" MASONRY LEDGE 8'-912" 20"x8" CONCRETE FOOTING 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 FRAMING SECTIONPOURED CONCRETE WALL HEIGHT9'-0"1'-73 4"14'-6"18'-8 9 16 " 1'-715 16" 10'-1 1 16" 11'-9 7 16" 3-PLYx16 LVL HEADER 8'-81316" 8'-1018"658" 8'-2916 " 8'-91116"4'-11116"10'-018"20"x10" CONCRETE FOOTING @ 2500 PSI 4" DIA. PERF PIPE w/SOCK WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR GRAVEL FILL 4" CONC. SLAB W/ 6x6 #10 WWF 4" (MIN.) GRAVEL FILL4 MIL POLYETHYLENE VAPOR BARRIER 14 JST @ 16" O.C. FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x6 STUDS 16" O.C. w/ 1 2" DRYWALL ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE BLOWN INSUL. R-50 12 PITCH 9 12 PITCH215 16 3 4" T&G OSB SUB. FL. 11" TOP OF TRUSS TOP OF TRUSS 8" CONC. WALL (2) ROWS OF #4 HORZ. REBARS LAP 24 AS NECESSARY CONC. BLK. 3-PLYx11 7 8 LVL HEADERHEELHEIGHTHEELHEIGHTHEELHEIGHT HEELHEIGHT2-PLYx9 1 2 LVL HEADER FAMILY AREA ENTRY FOYERCOVERED OUTDOOR LIVING COVERED PORCH CONC. BLK.112" 138"SLOPESTEP212"6'-0"6'-0"1'-0"12'-118"1'-234" CONC. SLAB W/ 6x6 #10 WWF EXPOSED AGGREGATE CONC. SLAB W/ 6x6 #10 WWF EXPOSED AGGREGATE 12 PITCH9 INSUL. BATTS ZIP WALL W/ TAPPED JOINTS 7/16" O.S.B. SHEATHING AIR SPACE BRICK VENEER BOT. OF LOOKOUT 11'-81116"2 " RIGID INSUL.3'-0"1'-0"1'-434"1'-31 2"112"STEPRUBBER FLASHING AS PER CONTR. DINING ROOM MASTER BEDROOMCOVERED OUTDOOR LIVING 2 FRAMING SECTION 1'-01 2" 8'-51 2" 8'-51 2" 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. 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.POURED CONCRETE WALL HEIGHT 9'-0"8'-912" 1'-234 " 12'-118 " 1'-21316 " 8'-512"8'-912" 1'-234" 10'-118 "1'-0"9'-11 2" 9'-11 2" 1'-01 2" 1'-10" 13'-8" 1'-10"1'-712"9'-112"20"x10" CONCRETE FOOTING @ 2500 PSI 4" DIA. PERF PIPE w/SOCK 20"x10" CONCRETE FOOTING @ 2500 PSI 4" CROSS-0VER DRAIN THROUGH FOOTING @ (1) LOCATION ON EACH SIDE OF FOUNDATION TYP. WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR GRAVEL FILL 4" CONC. SLAB W/ 6x6 #10 WWF 4" (MIN.) GRAVEL FILL 4 MIL POLYETHYLENE VAPOR BARRIER 14 JST @ 16" O.C. 3 4" T&G OSB SUB. FL. FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-15 2x6 STUDS 16" O.C. w/ 1 2" DRYWALL 14 JST @ 16" O.C. 3 4" T&G OSB SUB. FL. ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE BLOWN INSUL. R-50 BLOWN INSUL. R-50 12 PITCH 12 12 PITCH 12 TOP OF TRUSS TOP OF TRUSS 8" CONC. WALL (2) ROWS OF #4 HORZ. REBARS LAP 24 AS NECESSARY 8" CONC. WALL (2) ROWS OF #4 HORZ. REBARS LAP 24 AS NECESSARY CONC. BLK.HEELHEIGHT GRAVEL FILL ZIP WALL W/ TAPPED JOINTS 7/16" O.S.B. SHEATHING 10'-138"11'-81116"BOT. OF LOOKOUT BOT. OF LOOKOUT HEELHEIGHTFLASHING @ SITE AS PER CONTR. FLASHING @ SITE AS PER CONTR. 20"x8" CONCRETE FOOTING 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. 6 FRAMING SECTION 20"x10" CONCRETE FOOTING @ 2500 PSI 4" DIA. PERF PIPE w/SOCK WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR GRAVEL FILL BLOWN INSUL. R-50 12 PITCH 9 3 4" T&G OSB SUB. FL. 4" CONC. SLAB W/ 6x6 #10 WWF (4 ) 2x 1 2 C A R R IA G E S 1 1 16 TREADS 3 4 RISERS 3-PLY 2x8 = 13 TREADS @ 11" EACHPLYWD. HANGER 14 RISERS@718" EA.2x10'S 3 4"11'-11"4'-5"1'-858" 8'-358"3'-215 16"9 1 16"CONC. BLK. ENTRY FOYER COVERED PORCH 11'-9 7 16"8'-81316" 8'-1018"12 PITCH 9 11" TOP OF TRUSS HEELHEIGHTFAMILY AREA 3 RISERS@718" EA.7'-078"2-PLYx14 LVL HEADER w/ METAL JST. HANGER 1'-31 2" SCALE: 1/4"=1'-0"FRAMING SECTIONS 7 SHEET NUMBER08/30/19 Mike Sheeks Designed For:Westvale Lot 92Stump ResidenceDate: 08-15-19Plan number #190601H. 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.COM 4631LisbornDriveCarmel ,IN46033 317.574.7617P3 FRAMING SECTION 2'-0"12"POURED CONCRETE WALL HEIGHTTRUSSES 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. 2 BAY GARAGE ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE BLOWN INSUL. R-50 12 PITCH 12 12 PITCH 12 TOP OF GARAGE FOUNDATION 2" MINIMUM SLOPED CONCRETE SLAB 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 4" CONC. SLAB W/ 6x6 #10 WWF TOP OF MAIN LEVEL SUB FLOOR 20"x10" CONCRETE FOOTING @ 2500 PSI 2 " RIGID INSUL. 1'-5"8'-111 2"8'-7"31 2"3'-53 4"13'-51 2"13'-2"9'-71116"6"TOP OF GARAGE FOUNDATION BOT. OF LOOKOUT 8'-878 " 3'-7116" 13'-512"HEELHEIGHT3'-114" 8'-1112"3'-214" 8'-1012"HEELHEIGHTHEELHEIGHT12'-118" 13'-258"BOT. OF LOOKOUT 12 PITCH12 12" CONCRETE BLOCK 6" CONCRETE BLOCK 1'-31 2" RUBBER FLASHING EXTEND ABOVE CONC. SLAB VERIFYAS PER CONTR.2'-0"12"POURED CONCRETE WALL HEIGHT4" 4 FRAMING SECTION 1'-01 2"12'-51 2" 12'-51 2" 3'-53 4" 2 BAY GARAGE 9'-418"2'-8716"10'-118" 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. ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE BLOWN INSUL. R-50 12 PITCH 12 TOP OF GARAGE FOUNDATION 2" MINIMUM SLOPED CONCRETE SLAB 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 4" CONC. SLAB W/ 6x6 #10 WWF TOP OF MAIN LEVEL SUB FLOOR 20"x10" CONCRETE FOOTING @ 2500 PSI 2 " RIGID INSUL. TOP OF TRUSS 9'-71116"11'-558"HEELHEIGHT1'-0"2'-5 1 4"8'-878"BOT. OF LOOKOUT BOT. OF LOOKOUT 6"2'-0"12"POURED CONCRETE WALL HEIGHT4" MASONRY LEDGE 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. 2 BAY GARAGE 5 FRAMING SECTION 1'-01 2" 13'-51 2" 13'-51 2" 3'-53 4"13'-512"3'-7116"10'-118" ASPHALT SHINGLES 7 16 " DECKING 15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE BLOWN INSUL. R-50 TOP OF MAIN LEVEL SUB FLOOR 20"x10" CONCRETE FOOTING @ 2500 PSI 2 " RIGID INSUL. TOP OF GARAGE FOUNDATION 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 2" MINIMUM SLOPED CONCRETE SLAB 4" CONC. SLAB W/ 6x6 #10 WWF TOP OF TRUSS HEELHEIGHT7'-9716"6"2'-51 4"1'-0" 12 PITCH 12 BOT. OF LOOKOUT SCALE: 1/4"=1'-0"FRAMING SECTIONS 8 SHEET NUMBER08/30/19 Mike Sheeks