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HomeMy WebLinkAboutGN010.2 - NVL 325 - ARB Blueprints - APPROVEDH. G. McCULLOUGH DESIGNERS, INC CONSTRUCTION DRAWINGS BY: - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at home McKENZIECOLLECTION.COM 4631 Lisborn Drive Carmel, IN 46033 317.574.7617 P Date: 11-06-2021 Plan number #210224 Designed For: Will and Emily Turner 312"X312"X14" STL. COLUMN w/34"x12"x12" BASE PL. w/ (4) 34" HEADEDANCHOR ASTM A325 F1554 GRADE 36FTG. SIZEN0. REINFORCEMENTINTERIOR COLUMNFOOTING SCHEDULE1'-0"* VERIFY MECHANICAL ACCESSES THROUGH FOUNDATION WALL W/ CONTRACTOR & MECHANICAL CONTRACTORA 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 FOOTINGREINFORCINGTIMES STEPTWOSTEP (SEE PLAN)POUREDCONCRETE WALLBASED ON A SAFE ALLOWABLE BEARINGPRESSURE OF 2000 psf ( TO BE FIELD VERIFIED )SEE SCHEDULED FORSIZE & REINFORCEMENT3" CLEAR3" CLEAR3" CLEAR 1'-0"1. FOUNDATION DETAIL LEGENDINTERIOR COLUMN FOOTING DETAILTYPICAL DETAILINTERIOR COLUMN FOOTING2. FOOTING STEP MASONRY PRECAST WALL DETAIL3. FOUNDATION WALL MATERIALCONC. BLK.WALLSPOURED CONC.WALLS4. GENERAL NOTES* ALL MASONRY LEDGES TO BE 5" (UNLESS OTHERWISE NOTED)SEE SCHEDULED FORSIZE & REINFORCEMENT3" CLEAR3" CLEAR4 PLY BLOCKING ANCHOREDTO FOUNDATION w/ 12" X 8" ANCHORBOLTS DRILLED & EPOXY 48" o.c.CONSTRUCTION LEGEND10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE10" POURED CONCRETE 35'-4"17'-4" 3'-0"8'-4"33'-6"17'-4"8'-712"27'-6" 12'-6"16'-10"9'-614"6'-5"7'-5"11FTG.DETAIL312x312x14"STL. COL.FTG.DETAILD312x312x14"STL. COL.1FTG.DETAILFTG.DETAIL1DGRAVEL FILLUNEXCAVATEDGRAVEL FILLUNEXCAVATEDGRAVEL FILLUNEXCAVATEDGRAVEL FILLUNEXCAVATED312x312x14"STL. COL.10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETEW14x34#STEEL BEAM312x312x14"STL. COL.FTG.DETAIL1FTG.DETAIL1E312x312x14"STL. COL.FTG.DETAIL1FTG.DETAIL1E312x312x14"STL. COL.FTG.DETAIL1FTG.DETAIL1D312x312x14"STL. COL.FTG.DETAIL1FTG.DETAIL1D312x312x14"STL. COL.FTG.DETAIL1FTG.DETAIL1DFTG.DETAIL1FTG.DETAIL1D312x312x14"STL. COL.FTG.DETAIL1FTG.DETAIL1BW10x15#STEEL BEAMW12x19#STEEL BEAMW10x15#STEEL BEAMW10x19#STEEL BEAMW10x15#STEEL BEAMW12x19#STEEL BEAMW12x26#STEEL BEAMW12x19#STEEL BEAM31 2x31 2x14" STL. COL. FTG. DETAIL1 FTG. DETAIL1 E FTG.DETAIL1FTG.DETAIL1EGRAVEL FILLUNEXCAVATED10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE 10" POURED CONCRETE31 2x31 2x14" STL. COL. FTG. DETAIL1 FTG. DETAIL1 E312x312x14"STL. COL.312x312x14"STL. COL.4'-0"9'-3"2'-8"9'-3"2'-8"3'-3"4'-3"2'-6"9'-3"1'-8"9'-3"2'-0"M.O.M.O.M.O.M.O.M.O. 24'-8"32'-1134"15'-10"3'-0"1'-114"14'-834"4'-3"8'-5"35'-4"26'-2"12'-8"10'-10"26'-10"10'-0"1'-4"4'-8"5'-4"14'-8"8'-4"1'-3"23'-0"15'-0"11'-0"2'-8"181828283848485959696979799109101010101011111111121112111311BEAMPKT.BEAMPKT.BEAMPKT.BEAMPKT.BEAMPKT.BEAMPKT.25'-9"6'-3"3'-4"M.O.1'-53 4"10'-312"12'-1034"4'-7"25'-10"714"22'-734"3'-214"16'-10"8'-434"9"412"16'-414"16'-834"1'-0"614"2'-534"63 4"312x312x14"STL. COL.312x312x14"STL. COL.312x312x14"STL. COL.5'-1112"6'-10"4'-1012"1'-10"1'-4"3'-0"20'-714"4'-034"17'-334"8'-3"14'-1012"13'-934"4'-7"4'-534"10'-312"14'-012"5'-534"24'-014"3'-614"3'-214"1'-034"7'-8"6'-0"15'-814"1'-1112"20'-2"6'-014"1FTG.DETAIL1E17'-1"6'-63 4"6'-412"13'-912"5'-5"12'-634"17'-412"BEAMPKT.13 4" 26'-712"1" 6'-714"12'-10"14'-0"1'-412"912"9'-10"2'-10"9'-10"912"1'-412"2'-0"6'-10"912"1'-412"24"x10" THK. CONC. FTGW/(2)#4 BARS CONT.20"x10" THK. CONC. FTGW/(2)#4 BARS CONT.20"x10" THK. CONC. FTGW/(2)#4 BARS CONT.24"x10" THK. CONC. FTGW/(2)#4 BARS CONT.24"x10" THK. CONC. FTGW/(2)#4 BARS CONT.24"x10" THK. CONC. FTGW/(2)#4 BARS CONT.24"x10" THK. CONC. FTGW/(2)#4 BARS CONT.20"x10" THK. CONC. FTGW/(2)#4 BARS CONT.20"x10" THK. CONC. FTGW/(2)#4 BARS CONT.20"x10" THK. CONC. FTGW/(2)#4 BARS CONT.24"x10" THK. CONC. FTGW/(2)#4 BARS CONT.10"10"14" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE20"x10" THK. CONC. FTGW/(2)#4 BARS CONT.16" POURED CONCRETEFOUNDATIONDETAIL1-AFD1FOUNDATIONDETAIL1-AFD2FOUNDATIONDETAIL1-AFD3FOUNDATIONDETAIL1-AFD4FOUNDATIONDETAIL1-AFD5FOUNDATION DETAIL1-A FD6 1SCALE: 1/4"=1'-0"FOUNDATION PLANSHEET NUMBER"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproductionof this work, its technical aspects or creative content without the express written consentof H. G. McCullough Designers, Inc. This work is fully protected by copyright underU.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc."Drawings & blueprints are intended solely as a plan layout& basis for material estimate. H.G. McCullough Designers Inc.assumes no responsibility for structural or 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 control contractor or subcontractor's performance, nor their errors or omission. Customers should have qualified engineer or architect review construction details H. G. McCULLOUGH DESIGNERS, INC CONSTRUCTION DRAWINGS BY: - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at home McKENZIECOLLECTION.COM 4631 Lisborn Drive Carmel, IN 46033 317.574.7617 P Date: 11-06-2021 Plan number #210224 Designed For: Will and Emily Turner 5" MASONRY LEDGESTONEVENEER1/2" O.S.B.SHEATHINGEVERLASTING MF40 SELFADHERING FLASHING .040THK. PRIME SHEATHINGPRIOR TO APPLICATION ASPER MFG.MORTAR NET .4 THK.IN AIR SPACE @FLASHING AREA ONLYTREATED SILL PLATEw/ SILL SEALERMETAL FLASHING1/4" PLASTIC WEEP TUBESOR 1/4" ROPE WEEP 24" O.C.EVERLASTING MF40 SELFADHERING FLASHING .040THK. PRIME SHEATHINGPRIOR TO APPLICATION ASPER MFG.TEMPROOF 60WATERPROOFING MEMBRANEWEEPS 24" O.C. W/PLASTIC LOUVERVENTS BY WILLIAM GOODCO (MATCHMORTAR COLOR) SET ABOVE GRADEVERIFY @ SITENO SCALEISOMETRIC OF FLASHING & FRAME WALLS NOTESAT FOUNDATION FOR STONE VENEERAIR SPACE 1" MIN.5" MIN.MASONRY LEDGE458"BRICKTHICKNESSNOTE: VERIFY STONE THICKNESS WITH STONEMFG. AND CONTRACTOR. IF THE STONEVENEER EXCEEDS 458" THICKNESS WE WILLNEED TO ADJUST THE DEPTH OF THEMASONRY LEDGESTONE TO SET OUT PASS THEFOUNDATION 12"30# ASPHALT SAT. FELTOR EQUALISO1RUBBER FLASHING112"2716" 1'-614" 10'-0" FOUNDATION WALL HEIGHT 2" RIGID INSULATION4" DIA. PERFPIPE w/SOCKWATERPROOFING ASSPECIFIED BY GENERALCONTRACTORGRAVEL FILL12'-0" FOUNDATION WALL HEIGHT 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.TOP OF MAIN LEVEL SUB FL.TOP OF GARAGEFOUNDATION12" EDGE2" RIGID INSULATIONFD1 FOUNDATION DETAILFD2 FOUNDATION DETAILFD3 FOUNDATION DETAILFD4 FOUNDATION DETAILAIR SPACESTONEVENEERINSUL.BATTSSTEPSLOPE 5"MASONRYLEDGE12"x18" ANCHORBOLTS 48" O.C.WATERPROOFING ASSPECIFIED BY GENERALCONTRACTOR4" DIA. PERFPIPE w/SOCK2x6"TREARED PL.SILLSEALERFD5 FOUNDATION DETAILFD6 FOUNDATION DETAIL8'-0"2'-0" 10'-0" FOUNDATION WALL HEIGHT 10'-0"FOUNDATION WALL HEIGHT 12"x18" ANCHORBOLTS 48" O.C.12"x18" ANCHORBOLTS 48" O.C.5"MASONRYLEDGE5"MASONRYLEDGE5"MASONRYLEDGE20"x10" THK. CONC. FTGW/(2)#4 BARS CONT.20"x10" THK. CONC. FTGW/(2)#4 BARS CONT.20"x10" THK. CONC. FTGW/(2)#4 BARS CONT.24"x10" THK. CONC. FTGW/(2)#4 BARS CONT.24"x10" THK. CONC. FTGW/(2)#4 BARS CONT.SLOPED MASONRY SILLw/ FLASHING & WATERPROOFINGAS PER CONTR.2-PLY X 1178 LVL HEADER ANCHOREDTO STL. COLUMNHIDDEN LINES INDICATES312"X312"X14" STL. COLUMN w/34"x9"x12" BASE PL. w/ (4) 34" HEADEDANCHOR ASTM A325 F1554 GRADE 365"MASONRYLEDGE10'-1018"1ASCALE: 3/8"=1'-0"FOUNDATION DETAILSDrawings & blueprints are intended solely as a plan layout& basis for material estimate. H.G. McCullough Designers Inc.assumes no responsibility for structural or 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 control contractor or subcontractor's performance, nor their errors or omission. Customers should have qualified engineer or architect review construction detailsSHEET NUMBER"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproductionof this work, its technical aspects or creative content without the express written consentof H. G. McCullough Designers, Inc. This work is fully protected by copyright underU.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." H. G. McCULLOUGH DESIGNERS, INC CONSTRUCTION DRAWINGS BY: - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at home McKENZIECOLLECTION.COM 4631 Lisborn Drive Carmel, IN 46033 317.574.7617 P Date: 11-06-2021 Plan number #210224 Designed For: Will and Emily Turner 2x4 STUDS12" AIRSPACE12" POUREDCONC. WALL* STUD WALLS ALONG THE MASONRY FOUNDATION WALLS* INTERIOR DIMENSIONS TO FACE OF STUD WALLS* EXTERIOR DIMENSIONS TO FACE OF SHEATHINGCONCRETE BLOCK WALLSCONSTRUCTION LEGENDFRAME WALLS1. MATERIALS LEGENDBEARING WALLSCONCRETE WALLSSPW TYP. SOUNDPROOF WALL DETAIL2x8 TOP &BOT. PLATE2x6 STUDSSTAGGERED16" O.C.SOUNDPROOF INSUL.BATTS WEAVEDAROUND STUDS2. GENERAL NOTESOPEN TOABOVEGRAVEL FILLUNEXCAVATEDGRAVEL FILLUNEXCAVATEDGRAVEL FILLUNEXCAVATEDGRAVEL FILLUNEXCAVATEDUP 16 RISERS UP 18 RISERS LANDINGW.C.L.BATHROOMSHOWERCLOSETDOWN4 RISERSCOUNTER GOLF SIMULATORGUEST BEDROOMFITNESSSITTING AREASTORAGE AND MECHANICALSSTORAGESNACK/BEVERAGE BAR10'-0" POURED CONCRETEWALL HEIGHT- 12'-0" POURED CONCRETEWALL HEIGHTDOWN4 RISERS85" TELEVISION WALK INCLOSETLINENCLOSET WINDOWWELLS TRANSOM WINDOWS "X" INDICATES 4"DROP FLOORSYSTEM FORMASTER SHOWERFLOORSTORAGE AND MECHANICALS10'-0" POURED CONCRETEWALL HEIGHTWINDOWWELLS CMT2640-2CMT3040-3 2'8"x6'8"2'8"x6'8"2'6"x6'8"2'8 "x6 '8 " 2'8 " x 6 ' 8 " 3'0" x 6 ' 8 " 1'6"x6'8"PAIRDOORS2'6"x6'8"PAIRDOORS5'0"x6'8"OPENING4'0"x6'8"OPENING312x312x14"STL. COL.312x312x14"STL. COL.W14x34# STEEL BEAMW10x15#STEEL BEAMW12x19#STEEL BEAMW10x15#STEEL BEAMW10x19#STEEL BEAMW10x15# STEEL BEAMW12x19#STEEL BEAMW12x26#STEEL BEAMW12x19#STEEL BEAM181828283848485959696979791089109101010101011111111121112111311312x312x14"STL. COL.312x312x14"STL. COL.312x312x14"STL. COL.312x312x14"STL. COL.312x312x14"STL. COL.4'-212"18'-912"6'-8"8'-4"15'-0"23'-6"23'-0"3'-612"312"23'-11"312"4'-4"312"12'-5"312"6'-212"312"18'-112"4"4"7'-10"312"1'-7"312"3'-7"4"9'-1114"312"16'-914"312"8'-1"312"4"21'-2"4"4"13'-0"312"3'-812"312"5'-0"812" 4"4'-712"512"19'-9"512"1'-6"512"4'-7"10'-1" 4'-112"512"9'-9"4" 14'-4"8" 312"8'-512"4'-134"512"14'-31316"312x312x14"STL. COL.312x312x14"STL. COL.312x312x14"STL. COL.312x312x14"STL. COL.312x312x14"STL. COL.312x312x14"STL. COL.312x312x14"STL. COL.312x312x14"STL. COL.312x312x14"STL. COL.4'-21316"312"3'-312"2-PLYx914 LVL HEADER2SCALE: 1/4"=1'-0"LOWER LEVEL FLOOR PLANDrawings & blueprints are intended solely as a plan layout& basis for material estimate. H.G. McCullough Designers Inc.assumes no responsibility for structural or 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 control contractor or subcontractor's performance, nor their errors or omission. Customers should have qualified engineer or architect review construction detailsSHEET NUMBER"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproductionof this work, its technical aspects or creative content without the express written consentof H. G. McCullough Designers, Inc. This work is fully protected by copyright underU.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." H. G. McCULLOUGH DESIGNERS, INC CONSTRUCTION DRAWINGS BY: - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at home McKENZIECOLLECTION.COM 4631 Lisborn Drive Carmel, IN 46033 317.574.7617 P Date: 11-06-2021 Plan number #210224 Designed For: Will and Emily Turner 3. 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.)BEARING WALLS2. MATERIALS LEGENDCONSTRUCTION LEGENDFRAME WALLS1. AREA LEGEND4 CAR GARAGE:1765 SQ. FT.MAIN LEVEL:3913 SQ. FT.MAIN LEVELSTONE 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.SECOND LEVEL:2250 SQ. FT.SECOND LEVEL2x10 BLOCKINGFLUSH W/ INSIDEFACE OF STUDS8"TRIPLE 2x12 w/ 1/2" SOLIDPLYWOOD GUSSET HEADER4. WINDOW/DOOR HEAD FRAMING DETAIL (TYP.)6"UNFINISHED:FINISHED:2107 SQ. FT.LOWER LEVEL1854 SQ. FT.BRICK VENEERFREEZERSINKDW.48" RANGEREF.L.LIVING ROOMGEAR AREA(5) LOCKERSENTRY FOYERBAKER'S PANTRYKITCHEN REAR GALLERY HALLMASTER BEDROOMMASTER BATHBAR 2 CAR BAY GARAGE9'0"x8'0" OVERHEAD DOOR9'0"x8'0" OVERHEAD DOOR2 CAR BAY GARAGEW.C.L.BATHROOM42" X 66"TUBHIS & HER MASTERWALK IN CLOSETWALK INSHOWERBENCH/ SHELFW.C.L.OFFICE42" WOODBURNINGw/ GAS LINECOVERED OUTDOORLIVING AREASHOWEROPEN TOABOVE &DOWNGUESTBEDROOMCLOSETCLOSETCLOSET 6'0"x8'0" OVERHEAD DOORL.W.C.DOWN 15 RISERS SLOPEDCEILINGSLOPEDCEILING SLOPEDCEILINGSLOPEDCEILING SINKDW.OVENMIRCO-WAVEDESKCOAT HOOKS DROP ZONE W.D.SINKTOWELS RAILING SET ATOP CONC. WALL GRILL w/ EXHAUST HOOD L.W.C.UTILITYSINKLAV.FIXED SCREENEDPANELSTOWEL SHELVES10'-0" CEILING HEIGHT10'-0" CEILING HEIGHT10'-0" CEILING HEIGHT 10'-0" CEILING HEIGHT10'-0" CEILING HEIGHT10'-0" CEILING HEIGHTLAUNDRY10'-0" CEILING HEIGHT10'-0" CEILING HEIGHT10'-0" CEILING HEIGHT10'-0" CEILING HEIGHT10'-0" CEILING HEIGHTGUEST BATH10'-0" CEILING HEIGHTSLOPED CEILING SLOPED CEILINGDINING ROOMVERANDA9'0"x8'0" OVERHEAD DOOR DOWN 18 RISERS LANDINGLANDINGUP 19 RISERS UP 19 RISERS LANDINGHANDRAILHANDRAIL HANDRAIL HANDRAIL HANDRAIL SITTING AREAONE STEP DOWNNDV48421DIRECTVENT GASFIREPLACEHEARTH LANDING STEPSTEP PHANTOM SCREENSPHANTOM SCREENSWINDOWWELLS SLOPEDCEILINGSLOPEDCEILINGDECORATIVETRUSS BEAMSDECORATIVETRUSS BEAMSWINDOWWELLS 3 PLY"x16"FLUSH LVL HDR.w/JST HANGERS2-PLYx91 4 LVL HEADER 3-PLYx18 LVL HEADER 9'0"x8'0" OVERHEAD DOOR 4 PLY SOLID BLOCKING 4 PLY SOLIDBLOCKING4 PLY SOLIDBLOCKING4 PLY SOLIDBLOCKING4 PLY SOLID BLOCKING 4 PLY SOLID BLOCKING 16" FLOORJOIST DIRECTION2-PLYx914 LVL HEADER3'0"x8'0"2'6"x8'0"CMT2660CMT2020-2 CMT2660CMT3020-2CMT3060-2 CMT3020-2CMT3060-2CMT3020-2CMT3060-2CMT3084CMT3084-3CMT3084-4CMT2020-3CMT2020-2 CMT2660 CMT2660 CMP5040 CMT3060CMT3060CMT3060-3CMT2860CMT2860CMT3090-2CMT3020-3CMT3060-33'0"x8'0"3'0"x8'0"3'0"x8'0"3'0"x8'0"PAIR ARCHED DOORS3'0"x8'0"3'0"x8'0"1'6"x8'0" PAIR DOORS 3'0"x8'0" POCKET DOOR 3'0"x8'0"OPENING3'0"x8'0"POCKET DOOR3'0"x8'0"3'0"x8'0" POCKET DOOR 3'0"x8'0"POCKET DOOR3'0"x6'0"3'0"x8'0"POCKETDOOR3'0"x8'0"POCKET DOOR3'0"x8'0"POCKETDOOR3'0 " x8 '0 "3'0"x8'0"OPENING3'0"x8'0"3'0"x8'0"4'0"x8'0"OPENING 12'-0"10'-0"2-PLYx914 LVL HEADER312x312x14"STL. COL.W14x61# FLUSHSTEEL BEAMW/JST. HANGERS312x312x14"STL. COL.W14x22# FLUSH STEEL BEAM W/JST. HANGERS 31 2x31 2x14" STL. COL. W8x13# STEEL BEAM 31 2x31 2x14" STL. COL.312x312x14"STL. COL.312x312x14"STL. COL.312x312x14"STL. COL.16" FLOOR JOIST DIRECTION 2 PLY"x16"FLUSH LVL HDR.w/JST HANGERS2-PLYx117 8 LVL HEADER 2 PLY"x16"FLUSH LVL HDR.w/JST HANGERS2-PLYx16 LVL HEADER2-PLYx16 LVL HEADER2 PLY"x16"FLUSH LVL HDR.w/JST HANGERS2 PLY"x16"FLUSH LVL HDR.w/JST HANGERS2 PLY"x16"FLUSH LVL HDR.w/JST HANGERS 2-PLYx1178 LVL HEADER2-PLYx1178 LVL HEADER1818282838484859596969797910891091010101010111111111211121113113'-712"19'-5"3'-712" 26'-8"2-PLYx914 LVL HEADER2-PLYx914 LVL HEADER2 PLY"x16"FLUSH LVL JST.2 PLY"x16"FLUSH LVL JST.(4)3'0"x8'0" SLD'INGDOORS8'-212"11'-11"8'-11"6'-312"35'-4"4"29'-8"312"7'-012"312"28'-512"6'-1012"4"8'-012"312"9'-2"3'-1112"4'-412"8'-0"8'-0"2'-8"7'-3"33'-5"7'-534"7'-614"8'-1018"14'-178"11'-4"4"5'-012"312"9'-0"4"4"8'-812"312"5'-1012"312"17'-6"4"35'-4"8'-4"16'-0"9'-0"34'-4"15'-0"3'-0"1'-4"4'-712"4'-412"14'-4"1'-4"15'-812"1'-4"15'-812"1'-4"5'-11"8"8"1134"414"414"1134"1'-114"234"2'-1178"6'-438"7'-1134"2'-1112"6'-412"8'-0"4"8'-412"312"17'-4"4"7'-012"10'-11"6'-812" 17'-4"17'-4"12'-8"12'-8"3'-012"7'-4"2'-312"5'-10"5'-10"1'-4"10'-8"2'-0"10'-8"1'-4"5'-412"4'-712"1'-4"25'-4"12'-8"11'-8"26'-0"10'-0"612"6'-1516"12'-8316"6'-112"612"2'-0"9'-7"8'-6"2'-11"3'-1112"4'-412"6'-0"4'-412"3'-1112"15'-0"2'-0"7'-8"1'-4"23'-0"22'-8"26'-0"5'-1112"6'-0"5'-812"4"5'-012"312"22'-0"312"14'-812"4" 6'-2"6'-4" 8'-11"7"4'-418"2'-1178" 5'-534"1'-4"1'-934"1'-4"6'-1012" 612"912" 1'-114"612"4"7'-412"312"5'-0"7'-8"6'-0"4"4'-1"512"10'-2"312"21'-578"1114"4'-1078" 6'-712"312"2'-7"312"12'-11"4"512"5'-0"312"1'-2"1'-10"4"14'-4"4"3'-7"312"6'-112"312"4'-012"7'-5"7'-2"7'-5"4"6"6"4'-134"512"3'-312"312"4'-21316"312"11'-1078"512"12'-758"4"5'-012"312"15'-5"512"4'-1"312"12'-212"512"4'-1"312"5'-812"4" 618"14'-034"1114"20'-113 4"1114"4'-1078"11'-512"1114"10'-9916"1114"22'-6"512"8'-912"312"6'-1"512"13'-8"312"4'-4"9'-412"1114"10'-9916"1114"10'-1138"618"3'0"x8'0" POCKET DOOR 312"3'-612"312"10'-0"4'-4"312"3'-612"512"35'-0"6"2'-1"312"16'-4"312"6'-112"312"4'-1"512"6'-9"14'-0" 10'-6"512"7'-5"312"7'-612"512"4'-1"312"7'-4"512"22'-212"4"7'-6"2'-012"1'-912"5'-314"914"15'-4"312"8'-012"4"2-PLYx117 8 LVL HEADER 2-PLYx1178 LVL HEADER2-PLYx1178 LVL HEADER- EXPOSED CONCRETE- CAR SIDING CEILING- EXPOSED CONCRETE- CAR SIDING CEILINGFALL PROTECTION T.B.D.FALL PROTECTION T.B.D.3-PLYx18 LVL HEADER 2-PLYx914 LVL HEADER2 PLY"x914"FLUSH LVL HDR.w/JST HANGERS2" MINIMUM SLOPEDCONCRETE SLAB2" MINIMUM SLOPED CONCRETE SLAB DOWN3 STEP 3'0"x8'0"PR. POCKETDOORS GLASS2'6"x8'0" POCKET DOOR 3SCALE: 1/4"=1'-0"MAIN LEVEL FLOOR PLANDrawings & blueprints are intended solely as a plan layout& basis for material estimate. H.G. McCullough Designers Inc.assumes no responsibility for structural or 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 control contractor or subcontractor's performance, nor their errors or omission. Customers should have qualified engineer or architect review construction detailsSHEET NUMBER"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproductionof this work, its technical aspects or creative content without the express written consentof H. G. McCullough Designers, Inc. This work is fully protected by copyright underU.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." H. G. McCULLOUGH DESIGNERS, INC CONSTRUCTION DRAWINGS BY: - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at home McKENZIECOLLECTION.COM 4631 Lisborn Drive Carmel, IN 46033 317.574.7617 P Date: 11-06-2021 Plan number #210224 Designed For: Will and Emily Turner FRAME WALLS1. MATERIALS LEGENDBEARING WALLS* 8'0" CEILING HEIGHT UNLESS OTHERWISE NOTED2. GENERAL NOTESCONSTRUCTION LEGEND* SECOND LEVEL FLOOR JOISTSYSTEM 50 LBS. P.S.F. TOTAL FLOOR LOAD* INTERIOR DIMENSIONS TO FACE OF STUD WALLS* EXTERIOR DIMENSIONS TO FACE OF SHEATHING3. WINDOW/DOOR HEAD FRAMING DETAIL (TYP.)2x10 BLOCKINGFLUSH W/ INSIDEFACE OF STUDS8"TRIPLE 2x12 w/ 1/2" SOLIDPLYWOOD GUSSET HEADER6" SLOPEDCEILING SLOPEDCEILING OPEN TODOWNBEDROOM #49'-0" CEILING HEIGHT12'-0" CEILING HEIGHTTUB/SHOWERBEDROOM #29'-0" CEILING HEIGHTBEDROOM #39'-0" CEILING HEIGHTKID'S LOUNGE9'-0" CEILING HEIGHTLAUNDRY9'-0" CEILING HEIGHTMECHANICALSW.D.SINKCLOSETCLOSET DRESSING AREAL.L.BATHROOM9'-0" CEILING HEIGHTCLOSETW.C.L.CLOSETLANDINGLANDINGDOWN BATHROOM9'-0" CEILING HEIGHTTRANSOMS6'-0" WALL HEIGHT9'-0" CEILING LINEHANDRAIL HANDRAIL HANDRAIL 6'-8" WALL HEIGHT9'-0" CEILING LINE6'-8" WALL HEIGHT9'-0" CEILING LINEDIVIDER -TOWELS -LINENS W.C.SLOPE CEILING SLOPE CEILING SHOWERSHOWERDRESSING AREAWINDOW SEATSLOPE CEILING TALLCABINETBUNK BED BUNK BED CURBDAY BEDSHELVES SHELVES HANDRAIL HANDRAIL LIVING ROOMBELOWDINING ROOMBELOWSLOPED CEILING SLOPED CEILING 7'-0" WALL HEIGHT 7'-0" WALL HEIGHT 9'-0" CEILING LINE 9'-0" CEILING LINE 9'-0" CEILING LINE6'-8" WALL HEIGHTTOWELS2-PLYx14 LVL HEADER 2-PLYx14 LVL HEADER DOWN19 RISERS6'-0" WALL HEIGHT 6'-0" WALL HEIGHT SLOPECEILINGSLOPECEILINGCMT2640 CMT3034-2CMT3034-2CMT3034CMT3034CMT2650-2CMT2620CMT3050-2CMT3660-3CMT3030-3CMT3060-32'6"x6'8"2'6"x6'8 "3'0"x6'8"2'8" x 6 ' 8 "3'0"x6'8"3'0 "x6 '8 "2'8"x6'8"2'6"x6'8"2'6" x 6 ' 8 "2'8"x6'8"2'8 " x6 '8 "2'6"x6'8"2'8"x6'8"OPENING2'6"x6'8" POCKET DOOR 1'6"x6'8" PAIR DOORS 2'8"x6'8"OPENINGVOID1818282838484859596969797910891091010101010111111111211121113118'-4"6'-0"8'-4"5'-118"9'-1078"22'-8"15'-0"13'-0"13'-0"26'-0"6'-612"812"11'-8"812"12'-8"12'-8"25'-4"2'-5"6'-10"4'-1116"CMT2630CMT263013'-4"11'-0"3'-4316"28'-1012"27'-912" 9'-0"2'-012"312"10'-8"312"3'-9"312"22'-0"312"5'-012"4" 4'-0"2'-0"4"9'-514"312"4'-1134"312"16'-7116"312"5'-1716"312"5'-4"312"14'-1"312"5'-4"5'-718"312"14'-21116"312"5'-718"12'-0" 4"17'-512"312"5'-414"312"2'-134"312"5'-414"312"5'-334"312"18'-11"4" 5'-012"312"9'-212"312"4'-1" 3'-9"312"3'-9" 5'-7"312"5'-1"7'-912" 3'-912"312"5'-414" 6'-1"312"19'-4"4" 3'-1112"312"6"34'-10"312"27'-112"312"3'-612"312"4'-7"312"13'-7"4"35'-4116"412"3'-712"312"4'-1"512"3'-7"312"6'-1"312"7'-6"2'-1"312"2'6" x 6 ' 8 "8'-112"312"6'-1"312"3'-10"312"4'-9"312"8'-0716"312"4"9'-7"312"9'-1078"312"4'-1118"312"17'-518"5'-0"658"3'0"x6'8"PAIR DOORS9'-0" CEILINGLINE2-PLYx914 LVL FLUSH HEADERW/ JST HANGER6'-612"4SCALE: 1/4"=1'-0"SECOND LEVEL FLOOR PLANDrawings & blueprints are intended solely as a plan layout& basis for material estimate. H.G. McCullough Designers Inc.assumes no responsibility for structural or 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 control contractor or subcontractor's performance, nor their errors or omission. Customers should have qualified engineer or architect review construction detailsSHEET NUMBER"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproductionof this work, its technical aspects or creative content without the express written consentof H. G. McCullough Designers, Inc. This work is fully protected by copyright underU.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." H. G. McCULLOUGH DESIGNERS, INC CONSTRUCTION DRAWINGS BY: - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at home McKENZIECOLLECTION.COM 4631 Lisborn Drive Carmel, IN 46033 317.574.7617 P Date: 11-06-2021 Plan number #210224 Designed For: Will and Emily Turner CONSTRUCTION LEGEND* RIDGE VENTS BY CONTRACTOR* GUTTER & DOWNSPOUT LOCATIONS AS PER CONTRACTOR1. GENERAL NOTES2. MATERIALS LEGENDMETAL 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* 716" DECKINGRIDGEGABLE ENDRIDGERIDGE RIDGEBREAKBREAKBREAKBREAKBREAK GABLE ENDGABLE ENDGABLE ENDGABLE ENDRIDGE RIDGE RIDGE RIDGE RIDGE RIDGERIDGE GABLE END GABLE END GABLE ENDGABLE ENDGABLE ENDV A L L E YVALLEYVALLEY VALLEYVALLEYVALLEYVALLEYHIPHI P BREAKV A L L E Y VA L L E Y VALLEYVALLEYVALLEY VALLEYVALL E YVALLEYVALLEYVALLEY 6:12 PITCH 12:12 PITCH 10:12 PITCH12:12PITCH12:12PITCH10:12 PITCH 10:12PITCH12:12PITCH12:12PITCH12:12PITCH12:12PITCH10:12 PITCH 10:12 PITCH 31 4:12 PITCH 12:12PITCH12:12PITCH12:12PITCH12:12PITCH12:12PITCH4:12PITCH3:12 PITCH 3:12PITCH 12:12PITCH12:12PITCH10:12PITCH10:12PITCH 10:12PITCH CRICKETCHIMNEYSTRUCTURECHIMNEYSTRUCTURE V A L L E Y VALLEYVALLE Y 10:12 PITCH 71 2:12 PITCH METAL ROOFMETAL ROOFGABLE END10:12 PITCH 8"MIN.8"MIN.5SCALE: 1/4"=1'-0"ROOF PLANDrawings & blueprints are intended solely as a plan layout& basis for material estimate. H.G. McCullough Designers Inc.assumes no responsibility for structural or 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 control contractor or subcontractor's performance, nor their errors or omission. Customers should have qualified engineer or architect review construction detailsSHEET NUMBER"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproductionof this work, its technical aspects or creative content without the express written consentof H. G. McCullough Designers, Inc. This work is fully protected by copyright underU.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." H. G. McCULLOUGH DESIGNERS, INC CONSTRUCTION DRAWINGS BY: - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at home McKENZIECOLLECTION.COM 4631 Lisborn Drive Carmel, IN 46033 317.574.7617 P Date: 11-06-2021 Plan number #210224 Designed For: Will and Emily Turner 8'-0" 8'-0" 7'-612" 35'-0" 9'-258" 8'-0"METAL ROOFMETAL ROOFCOMPOSITESHAKESFRONT ELEVATIONSTONESTONEBRICKBRICKSTONESTONESTONE12PITCH1212PITCH1212PITCH12COMPOSITESHAKESSLOPEDSTONE SILLTOP OF SECONDLEVEL SUB FLOORTOP OF SECONDLEVEL SUB FLOORTOP OF MAIN LEVELSUB FLOORWOOD TIMBERWOOD TIMBERWOOD TIMBERBOT OFWIN. HDR.9'-258"BOT OFWIN. HDR.BOT OFWIN. HDR.BOT OFWIN. HDR.BOT OFWIN. HDR.BOT OFWIN. HDR.10'-1014"BOT OFWIN. HDR.TOP OF GARAGEFOUNDATIONDECORATIVEWOODBRACKET9'-634"DECORATIVEWOODBRACKETMETAL FLASHING(AS PERCONTRACTOR)DECORATIVEPLANT BOXFLASHING & WATERPROOF TOPOF CHIMNEY STRUCTUREBEFORE INSTALLINGSTONE CAPVERIFY w/ CONTRACTORCHIMNEY INTERIOR &EXTERIOR METALFLASHING AS PER CONTR.BRICKSOLDIER12PITCH1012PITCH10BRICKBRICKCOMPOSITESHAKESCOMPOSITESHAKESSLOPEDSTONE SILLRIGHT SIDE ELEVATIONTOP OF SECONDLEVEL SUB FLOORTOP OF MAIN LEVELSUB FLOOR8'-0" 8'-0"STONEWOOD TIMBERDECORATIVEWOODBRACKETBOT OFWIN. HDR.TOP OF GARAGEFOUNDATION9'-63 4"BOT OFWIN. HDR.BOT OFWIN. HDR.LAPSIDING(5" EXPOSURE)12PITCH314EXTERIOR WALLMETAL DRIP CAP,WALL WATERPROOFING &FLASHING AS PER CONTR.EXTERIOR WALL, ROOFWATERPROOFING &FLASHING AS PER CONTR.EXTERIOR WALL, ROOFWATERPROOFING &FLASHING AS PER CONTR.BRICKSOLDIERBRICKSOLDIER6SCALE: 1/4"=1'-0"ELEVATIONSDrawings & blueprints are intended solely as a plan layout& basis for material estimate. H.G. McCullough Designers Inc.assumes no responsibility for structural or 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 control contractor or subcontractor's performance, nor their errors or omission. Customers should have qualified engineer or architect review construction detailsSHEET NUMBER"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproductionof this work, its technical aspects or creative content without the express written consentof H. G. McCullough Designers, Inc. This work is fully protected by copyright underU.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." H. G. McCULLOUGH DESIGNERS, INC CONSTRUCTION DRAWINGS BY: - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at home McKENZIECOLLECTION.COM 4631 Lisborn Drive Carmel, IN 46033 317.574.7617 P Date: 11-06-2021 Plan number #210224 Designed For: Will and Emily Turner STONE8'-0" 8'-0"NOTE:PHANTOM SCREENS NOT SHOWN314:12 PITCH12PITCH1212PITCH12BRICKBRICKBRICKCOMPOSITESHAKESCOMPOSITESHAKESSLOPEDSTONE SILLREAR ELEVATIONTOP OF SECONDLEVEL SUB FLOORTOP OF MAIN LEVELSUB FLOORTOP OF MAIN LEVELSUB FLOORLOW PITCH ROOFLOW PITCH ROOFWOOD TIMBERWOOD TIMBERWOOD TIMBER1'-4"BOT OFWIN. HDR.8'-0"BOT OFWIN. HDR.BOT OFWIN. HDR.16'-2"3'-10"BOT OFWIN. HDR.BOT OFWIN. HDR.12PITCH4LAPSIDING(5" EXPOSURE)12PITCH12EXTERIOR WALL, ROOFWATERPROOFING &FLASHING AS PER CONTR.FLASHING & WATERPROOF TOPOF CHIMNEY STRUCTUREBEFORE INSTALLINGSTONE CAPVERIFY w/ CONTRACTORFLASHING & WATERPROOF TOPOF CHIMNEY STRUCTURE BEFOREINSTALLING STONE CAPVERIFY w/ CONTRACTORWINDOW WATERPROOFING& FLASHING AS PERCONTRACTOR WALL WATERPROOFING &FLASHING AS PER CONTR.CHIMNEY INTERIOR &EXTERIOR METALFLASHING AS PER CONTR.BRICKSOLDIERSTONESOLDIER8"MIN.8"MIN.LEFT SIDE ELEVATION12PITCH10COMPOSITESHAKESCOMPOSITESHAKESWINDOW WATERPROOFING& FLASHING AS PERCONTRACTORSTONESTONETOP OF SECONDLEVEL SUB FLOORTOP OF MAIN LEVELSUB FLOOR9'-258"WOOD TIMBERWOOD TIMBER7'-412"BOT OFWIN. HDR.TOP OF LOWER LEVELCONCRETE SLAB2'-0"TOP OF LOWER LEVELGOLF SIMULATORCONCRETE SLABTOP OF LOWER LEVELCONCRETE SLAB8'-0"BOT OFWIN. HDR.8'-0"BOT OFWIN. HDR.BOT OFWIN. HDR.12PITCH10DECORATIVEWOOD BRACKETLAPSIDING(5" EXPOSURE)SLOPESTONE SILLEXTERIOR WALL, ROOFWATERPROOFING &FLASHING AS PER CONTR.FLASHING & WATERPROOF TOPOF CHIMNEY STRUCTURE BEFOREINSTALLING STONE CAPVERIFY w/ CONTRACTORFLASHING & WATERPROOF TOPOF CHIMNEY STRUCTURE BEFOREINSTALLING STONE CAPVERIFY w/ CONTRACTORBRICKSOLDIERSTONESOLDIER7SCALE: 1/4"=1'-0"ELEVATIONSDrawings & blueprints are intended solely as a plan layout& basis for material estimate. H.G. McCullough Designers Inc.assumes no responsibility for structural or 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 control contractor or subcontractor's performance, nor their errors or omission. Customers should have qualified engineer or architect review construction detailsSHEET NUMBER"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproductionof this work, its technical aspects or creative content without the express written consentof H. G. McCullough Designers, Inc. This work is fully protected by copyright underU.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." H. G. McCULLOUGH DESIGNERS, INC CONSTRUCTION DRAWINGS BY: - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at home McKENZIECOLLECTION.COM 4631 Lisborn Drive Carmel, IN 46033 317.574.7617 P Date: 11-06-2021 Plan number #210224 Designed For: Will and Emily Turner 1'-434"9'-118"1'-434"9'-912"10'-0"FOUNDATION WALL HEIGHT 10'-118"BEDROOM #434" T&G OSBSUB. FL.16 JST @ 16" O.C.12PITCH8 1 FRAMING SECTIONINSUL.BATTS2 PLY"x16"FLUSH LVL HDR.w/JST HANGERSTRUSSES 24" o.c.T.C. L.L. 30 PSFT.C. D.L. 10 PSFB.C. D.L. 10 PSFB.C. L.L. 0 PSFTOTAL 50 PSFNOTE: TRUSSDESIGN BY MFG.W14x34#STEEL BEAMENTRY FOYERDINING ROOMCOVERED OUTDOOR LIVING AREAREAR GALLERYHALLSNACK/BEVERAGE BARVERANDAFITNESSSITTING AREA10'-118"2-PLYx1178 LVL HEADER12PITCH10 GRAVEL FILLRUBBERFLASHING16 JST @ 16" O.C.34" T&G OSBSUB. FL. GRAVEL FILLRUBBERFLASHING2-PLYx16 LVL HEADER112" 2716" STEP SLOPE4" CONC. SLABW/ 6x6 #10 WWFEXPOSED AGGR.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.1'-412"1'-412"2'-378"20'-10116" 7'-4"25'-018"2'-1078"20'-81316"2'-5116"716 " DECKING15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISKAREAS USE ICE & WATER SHIELD MEMBRANECOMPOSITESHAKESBLOWN INSUL.R-509'-378" HEEL HEIGHT HEEL HEIGHT TOP OFTRUSSWOOD TIMBER4" CROSS-0VER DRAIN THROUGHFOOTING @ (1) LOCATION ON EACHSIDE OF FOUNDATION TYP.1'-4"5'-712"22'-0"11'-0"34" T&G OSBSUB. FL.16 JST @ 16" O.C.12PITCH812PITCH10TRUSSES 24" o.c.T.C. L.L. 30 PSFT.C. D.L. 10 PSFB.C. D.L. 10 PSFB.C. L.L. 0 PSFTOTAL 50 PSFNOTE: TRUSSDESIGN BY MFG. 2 FRAMING SECTIONW10x15#STEEL BEAMLIVING ROOMBATHROOMGUESTBEDROOMCLOSETAIR SPACESTONE VENEER7/16" O.S.B. SHEATHINGZIP WALL W/TAPPED JOINTS1'-434"9'-912"10'-118" 11'-912"4" DIA. PERFPIPE w/SOCKWATERPROOFING ASSPECIFIED BY GENERALCONTRACTORGRAVEL FILLWRAP WASH GRAVEL BACKFILLw/ LANDSCAPE FELT MAT'L.TOP OF LOWER LEVELCONCRETE SLAB1'-412"FULL THK FRICTIONFIT FIBERGL INSUL.BATTS R-152x4 STUDS16" O.C. w/12" DRYWALL2'-0"4" MIN.GRAVEL FILL6 MIL POLYETHYLENEVAPOR BARRIER4" CONC. SLAB3500 PSI2'-378"9'-41516"11'-312"11'-312"1'-5"HEEL HEIGHT TOP OFTRUSS10'-0" FOUNDATION WALL HEIGHT BATHROOMCLOSETGOLF SIMULATORGUEST BEDROOMBLOWN INSUL.R-5012'-0" FOUNDATION WALL HEIGHT SLOPEDSTONE SILL34" T&G OSBSUB. FL.4" CROSS-0VER DRAIN THROUGHFOOTING @ (1) LOCATION ON EACHSIDE OF FOUNDATION TYP.EXTERIOR WALL, ROOFWATERPROOFING &FLASHING AS PER CONTR.10'-8716"12PITCH12 3 FRAMING SECTION 4 FRAMING SECTIONTOP OF MAINLEVEL SUB FL.BEDROOM #42 CAR BAY GARAGEBEDROOM #216 JST @ 16" O.C.12PITCH122" MINIMUM SLOPEDCONCRETE SLAB4" CONC. SLABW/ 6x6 #10 WWFEXPOSED AGGR. GRAVEL FILL1'-5"312"12'-8"12'-8"312"1'-5"SEATCUTSEATCUT2x8 RAFTERS 16" O.C.2X4NAILERINSULATIONBAFFLE STOP2x6 JOIST 16" O.C.2x6 JOIST 16" O.C.2 x 8 R A F T E R S 1 6 " O . C .TOP OF MAINLEVEL SUB FL.10'-118"1'-434"1'-9516"13'-512"2 PLY"x16"FLUSH LVL JST.2 PLY"x16"FLUSH LVL JST.AIR SPACESTONE VENEER7/16" O.S.B. SHEATHINGZIP WALL W/TAPPED JOINTSBRICK VENEER2" RIGIDINSULATION1'-614"10'-118"1'-434"1'-2916"13'-112"1'-5"312"12'-4"12'-4"312"4'-214"SEATCUTSEATCUTTOP OFRIDGE BEAMTOP OFRIDGE BEAMTOP OF GARAGEFOUNDATION12" EDGE6 MIL POLYETHYLENEVAPOR BARRIER4" CONC. SLAB3500 PSI2-PLYx1178 LVL HEADER9'-118"716 " DECKING15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISKAREAS USE ICE & WATER SHIELD MEMBRANECOMPOSITESHAKESINSULATIONBAFFLE STOP2X4NAILERBLOWN INSUL.R-50DRAFTSTOP134" X 1178"RIDGE BEAM11'-10716" 12'-91516"TOP OF GARAGEFOUNDATION10'-01116"2 PLY"x16"FLUSH LVL JST.2 PLY"x16"FLUSH LVL JST.* 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* 716" 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 CONTRACTOR8SCALE: 1/4"=1'-0"ELEVATIONSDrawings & blueprints are intended solely as a plan layout& basis for material estimate. H.G. McCullough Designers Inc.assumes no responsibility for structural or 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 control contractor or subcontractor's performance, nor their errors or omission. Customers should have qualified engineer or architect review construction detailsSHEET NUMBER"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproductionof this work, its technical aspects or creative content without the express written consentof H. G. McCullough Designers, Inc. This work is fully protected by copyright underU.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." H. G. McCULLOUGH DESIGNERS, INC CONSTRUCTION DRAWINGS BY: - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at home McKENZIECOLLECTION.COM 4631 Lisborn Drive Carmel, IN 46033 317.574.7617 P Date: 11-06-2021 Plan number #210224 Designed For: Will and Emily Turner TRUSSES 24" o.c.T.C. L.L. 30 PSFT.C. D.L. 10 PSFB.C. D.L. 10 PSFB.C. L.L. 0 PSFTOTAL 50 PSFNOTE: TRUSSDESIGN BY MFG.TRUSSES 24" o.c.T.C. L.L. 30 PSFT.C. D.L. 10 PSFB.C. D.L. 10 PSFB.C. L.L. 0 PSFTOTAL 50 PSFNOTE: TRUSSDESIGN BY MFG. 5 FRAMING SECTIONMASTER BEDROOMGUESTBEDROOMCOVERED OUTDOOR LIVING AREATRUSSES 24" o.c.T.C. L.L. 30 PSFT.C. D.L. 10 PSFB.C. D.L. 10 PSFB.C. L.L. 0 PSFTOTAL 50 PSFNOTE: TRUSSDESIGN BY MFG.1'-5"7'-534"7'-514"7'-534"2'-61316" HEEL HEIGHT 1'-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 HEADER3-PLYx18 LVL HEADER2-PLYx914 LVL HEADER13'-101116" 1'-434"9'-912"10'-118" 10'-0" FOUNDATION WALL HEIGHT 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.12PITCH1212PITCH1212PITCH12GUEST BEDROOMSTORAGE AND MECHANICALS GRAVEL FILLRUBBERFLASHING12PITCH10AIR SPACESTONE VENEER7/16" O.S.B. SHEATHINGZIP WALL W/TAPPED JOINTS4" DIA. PERFPIPE w/SOCKWATERPROOFING ASSPECIFIED BY GENERALCONTRACTORGRAVEL FILLWRAP WASH GRAVEL BACKFILLw/ LANDSCAPE FELT MAT'L.BLOWN INSUL.R-50BLOWN INSUL.R-50716 " DECKING15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISKAREAS USE ICE & WATER SHIELD MEMBRANECOMPOSITESHAKESFULL THK FRICTIONFIT FIBERGL INSUL.BATTS R-152x4 STUDS16" O.C. w/12" DRYWALLINSUL.BATTSHEEL HEIGHT HEEL HEIGHT HEEL HEIGHT HEELHEIGHT WINDOWS VIEW INGABLE END34" T&G OSBSUB. FL.34" T&G OSBSUB. FL.4" CROSS-0VER DRAIN THROUGHFOOTING @ (1) LOCATION ON EACHSIDE OF FOUNDATION TYP.EXTERIOR WALL, ROOFWATERPROOFING &FLASHING AS PER CONTR.10'-8716" 10'-8716"1'-4"9'-378"914"DIM. TOPOF SUB FL.BOT. OFRAFTER CUTBOT. OFRAFTER 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* 716" 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 CONTRACTOR10" 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 SECTIONW14x34#STEEL BEAMREAR GALLERYHALL2x10'S 16" O.C.2x10'S 16" O.C.2-PLYx16 LVL HEADER2x8 RAFTERS 16" O.C.1'-434"9'-912"10'-118"1'-434"9'-038"34" T&G OSBSUB. FL.16 JST @ 16" O.C.SITTING AREASNACK/BEVERAGE BARDINING ROOMKID'S LOUNGE2x8 JOIST 16" O.C.12PITCH1034" T&G OSBSUB. FL.16 JST @ 16" O.C.1'-5"DRAFTSTOP2'-518"3'-2116"12'-118" 412"21'-4116"338"24'-81116"SEATCUT2'-0"2-PLY X 1178 LVL HEADER ANCHOREDTO STL. COLUMN GRAVEL FILLRUBBERFLASHING112"2716"SLOPE4" CONC. SLABW/ 6x6 #10 WWFEXPOSED AGGR.9'-378"COVERED OUTDOOR LIVING AREAHEEL HEIGHT 12PITCH124'-1034"4'-434"34"5'-6"4'-9"6 TREADS@ 11" EA.=PLYWD.HANGER6 RISERS @712" EA.=2 PLY"x16"FLUSH LVL HDR.w/JST HANGERS2 PLY"x16"FLUSH LVL HDR.w/JST HANGERS(4) 2x12 CARRIAGES(4) 2x12 CARRIAGES1116 TREADS34 RISERS3'-8716"7'-51316"4'-21116"7'-3316" 7 RISERS @714 " EA.=4'-434"34"4'-7"5'-712"PLYWD.HANGER5 TREADS@ 11" EA.=STEP BLOWN INSUL.R-504" CROSS-0VER DRAIN THROUGHFOOTING @ (1) LOCATION ON EACHSIDE OF FOUNDATION TYP.SLOPEDSTONE SILL12'-314"BOT. OFLOOKOUT1114"8'-178"1'-1114"VERIFY @ SITE 1'-4"18'-1112"1114"4"HIDDEN LINES INDICATES312"X312"X14" STL. COLUMN w/34"x9"x12" BASE PL. w/ (4) 34" HEADEDANCHOR ASTM A325 F1554 GRADE 3619'-1078"TOP OFRIDGE BEAM9'-934"RIDGEOVERHANG16'-2"2-PLY X 1178 LVL HEADER ANCHOREDTO STL. COLUMN3'-10"3'-412"512"3'-412"734"312"4" 7 FRAMING SECTIONW14x34#STEEL BEAM2x10'S 16" O.C.2x10'S 16" O.C.4'-612"2x8 JOIST 16" O.C.KID'S LOUNGEREAR GALLERY HALLDINING ROOM2-PLYx16 LVL HEADERSITTING AREASNACK/BEVERAGE BAR2 x 8 RA F T ERS 1 6 " O . C .COVERED OUTDOOR LIVING AREA3'-2116" HEEL HEIGHT 12PITCH12( 4 ) 2 x 12 CARR IAGES ( 4 ) 2 x12 CARR IAGES 4'-1034"34"5'-6"4'-3"4'-1034"34"5'-6"4'-3"PLYWD.HANGERPLYWD.HANGER2 PLY"x16"FLUSH LVL HDR.w/JST HANGERS2 PLY"x16"FLUSH LVL HDR.w/JST HANGERS6 TREADS@ 11" EA.=6 TREADS@ 11" EA.=1116 TREADS34 RISERS6'-91316"4'-4716"7'-21516"4'-21516" 7 RISERS @71 4 " EA.= 7 RISERS @712" EA.= 12'-314"BOT. OFLOOKOUTBLOWN INSUL.R-504" MIN.GRAVEL FILL6 MIL POLYETHYLENEVAPOR BARRIER4" CONC. SLAB3500 PSI34" T&G OSBSUB. FL.34" T&G OSBSUB. FL.4" CROSS-0VER DRAIN THROUGHFOOTING @ (1) LOCATION ON EACHSIDE OF FOUNDATION TYP.SLOPEDSTONE SILL7'-1014"1'-278" 3'-2"5'-2"10'-1014"1'-278" VERIFY @ SITE BAR WINDOW UNITS ASSELECTED BY CLIENTS1'-5"2'-518"21'-4116"338"24'-81116"SEATCUT18'-1112"1114"4"19'-1078"TOP OFRIDGE BEAM5'-2"9'-2"4"9SCALE: 1/4"=1'-0"ELEVATIONSDrawings & blueprints are intended solely as a plan layout& basis for material estimate. H.G. McCullough Designers Inc.assumes no responsibility for structural or 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 control contractor or subcontractor's performance, nor their errors or omission. Customers should have qualified engineer or architect review construction detailsSHEET NUMBER"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproductionof this work, its technical aspects or creative content without the express written consentof H. G. McCullough Designers, Inc. This work is fully protected by copyright underU.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." H. G. McCULLOUGH DESIGNERS, INC CONSTRUCTION DRAWINGS BY: - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at home McKENZIECOLLECTION.COM 4631 Lisborn Drive Carmel, IN 46033 317.574.7617 P Date: 11-06-2021 Plan number #210224 Designed For: Will and Emily Turner 8 FRAMING SECTION2x10'S 16" O.C.2x10'S 16" O.C.2x10'S 16" O.C.2x10'S 16" O.C.CLOSETGEAR AREAENTRY FOYER6'-51516"2'-518"6'-51516"2'-518"3'-2116" HEEL HEIGHT 6'-51516"TRUSSES 24" o.c.T.C. L.L. 30 PSFT.C. D.L. 10 PSFB.C. D.L. 10 PSFB.C. L.L. 0 PSFTOTAL 50 PSFNOTE: TRUSSDESIGN BY MFG.3'-8716"3'-13 8"4'-4716"4'-21116"3'-0516"4'-21516" 5 RISERS @714 " EA.= 5 RISERS @714 " EA.=4'-5"34"3'-8"4'-3516"PLYWD.HANGER4 TREADS@ 11" EA.=4'-514"3'-8"4'-612"4 TREADS@ 11" EA.=34"PLYWD.HANGER34" T&G OSBSUB. FL.BLOWN INSUL.R-5012'-314" 8'-0"5'-2516"7'-234"7'-3"5'-512"TOP OFTRUSSBOT. OFLOOKOUTSTRANSOM WINDOWS INTO KID'S LOUNGE2-PLYx14 LVL HEADER9'-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* 716" 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 SECTIONW12x19#STEEL BEAMW12x26#STEEL BEAMW10x19#STEEL BEAM2 CAR BAY GARAGEGEAR AREABARREAR GALLERY HALL2" RIGIDINSULATIONDRAFTSTOPSTORAGE AND MECHANICALSKID'S LOUNGELAUNDRYHALL2x8 RAFTERS 16" O.C.2x8 RAFTERS 16" O.C.2x8 JOIST 16" O.C.2x8 RAFTERS 16" O.C.2x8 RAFTERS 16" O.C.34" T&G OSBSUB. FL.16 JST @ 16" O.C.34" T&G OSBSUB. FL.16 JST @ 16" O.C.12PITCH1012PITCH612PITCH71212PITCH1212PITCH31'-434"9'-118"1'-43 4"9'-912"10'-118"2 PLY"x16"FLUSH LVL HDR.w/JST HANGERSTRUSSES 24" o.c.T.C. L.L. 30 PSFT.C. D.L. 10 PSFB.C. D.L. 10 PSFB.C. L.L. 0 PSFTOTAL 50 PSFNOTE: TRUSSDESIGN BY MFG.1'-77 8"1'-5"312"5'-8"SEATCUT83 4"7'-115 8" 4'-91516"16'-1058"312"19'-458"2'-738"312"14'-0116"111516"1'-012"312"SEATCUTSEATCUTSEATCUT112" 118" STEP SLOPE BLOWN INSUL.R-504" DIA. PERFPIPE w/SOCKWATERPROOFING ASSPECIFIED BY GENERALCONTRACTORGRAVEL FILL10" 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.RUBBERFLASHING12'-2716"BOT. OFLOOKOUTTOP OFRIDGE BEAM2x4 BRACING32" O.C.134" X 1178"RIDGE BEAM716 " DECKING15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISKAREAS USE ICE & WATER SHIELD MEMBRANECOMPOSITESHAKES2x4 BRACING32" O.C.4" MIN.GRAVEL FILL6 MIL POLYETHYLENEVAPOR BARRIER4" CONC. SLAB3500 PSI11'-738"34" T&G OSBSUB. FL.4" CROSS-0VER DRAIN THROUGHFOOTING @ (1) LOCATION ON EACHSIDE OF FOUNDATION TYP.TOP OF GARAGEFOUNDATIONEXTERIOR WALL, ROOFWATERPROOFING &FLASHING AS PER CONTR.4'-318"1'-4"9'-2"312"512"1'-412"2-PLY X 1178 LVL HEADER ANCHOREDTO STL. COLUMNHIDDEN LINES INDICATES312"X312"X14" STL. COLUMN 10 FRAMING SECTIONW12x19#STEEL BEAMW12x26#STEEL BEAMW10x19#STEEL BEAMW10x19#STEEL BEAMDRAFTSTOPSTORAGE AND MECHANICALSW14x61# FLUSHSTEEL BEAMW/JST. HANGERS2 CAR BAY GARAGEMASTER BEDROOMCLOSETLAUNDRY2x10'S 16" O.C.MECHANICALSBALCONY2x8 JOIST 16" O.C.2-PLYx914 LVL FLUSH HEADERW/ JST HANGER2X4NAILERINSULATIONBAFFLE STOP2 PLY"x16"FLUSH LVL HDR.w/JST HANGERS1'-412"6'-7316"13'-634" 6'-21116"15'-4116"1'-412"1'-0"312"17'-614"15'-434"312"2x4 BRACING32" O.C.TOP OFRIDGE BEAM2x4 BRACING32" O.C.2x8 RAFTERS 16" O.C.12PITCH10134" X 1178"RIDGE BEAMBLOWN INSUL.R-50FULL THK FRICTIONFIT FIBERGL INSUL.BATTS R-152x4 STUDS16" O.C. w/12" DRYWALLAIR SPACESTONE VENEER7/16" O.S.B. SHEATHINGZIP WALL W/TAPPED JOINTSBRICK VENEER1'-958"9'-814"8'-614"34"13'-9"4'-4"5'-012"(4) 2x12 CARRIAGES15 TREADS@ 11" EA.=1116 TREADS34 RISERS16 RISERS @71 4 " EA.=PLYWD.HANGER4" MIN.GRAVEL FILL6 MIL POLYETHYLENEVAPOR BARRIER4" CONC. SLAB3500 PSI7'-0"3'-0"11'-738"SEATCUTSEATCUT34" T&G OSBSUB. FL.4" CROSS-0VER DRAIN THROUGHFOOTING @ (1) LOCATION ON EACHSIDE OF FOUNDATION TYP.SLOPEDSTONE SILL4" MIN.GRAVEL FILL6 MIL POLYETHYLENEVAPOR BARRIER4" CONC. SLAB3500 PSI10" CONC. WALL w/ VERT.#6 REBARS 36" o.c. & (4)#4 HORZ. REBARS CONT.(LAP 24" AS NECESSARY)BLOWN INSUL.R-50EXTERIOR WALL, ROOFWATERPROOFING &FLASHING AS PER CONTR.9'-118"10SCALE: 1/4"=1'-0"ELEVATIONSDrawings & blueprints are intended solely as a plan layout& basis for material estimate. H.G. McCullough Designers Inc.assumes no responsibility for structural or 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 control contractor or subcontractor's performance, nor their errors or omission. Customers should have qualified engineer or architect review construction detailsSHEET NUMBER"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproductionof this work, its technical aspects or creative content without the express written consentof H. G. McCullough Designers, Inc. This work is fully protected by copyright underU.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." H. G. McCULLOUGH DESIGNERS, INC CONSTRUCTION DRAWINGS BY: - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at home McKENZIECOLLECTION.COM 4631 Lisborn Drive Carmel, IN 46033 317.574.7617 P Date: 11-06-2021 Plan number #210224 Designed For: Will and Emily Turner* 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* 716" 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 CONTRACTOR12PITCH712PITCH10TRUSSES 24" o.c.T.C. L.L. 30 PSFT.C. D.L. 10 PSFB.C. D.L. 10 PSFB.C. L.L. 0 PSFTOTAL 50 PSFNOTE: TRUSSDESIGN BY MFG. 12 FRAMING SECTION2 CAR BAY GARAGE2" RIGIDINSULATION4'-0316"13'-312"13'-312"1'-5"11'-01516"1'-1018"12'-118"2'-0"DRAFTSTOP7'-7"2-PLYx914 LVL HEADER4" (MIN.)GRAVEL FILL4" CONC. SLABW/ 6x6 #10 WWFTOP OFTRUSSHEELHEIGHTTOP OF GARAGEFOUNDATIONEXTERIOR WALL, ROOFWATERPROOFING &FLASHING AS PER CONTR.SLOPEDSTONE SILL12'-21116"COVERED OUTDOORDINING AREA 13 FRAMING SECTIONTRUSSES 24" o.c.T.C. L.L. 30 PSFT.C. D.L. 10 PSFB.C. D.L. 10 PSFB.C. L.L. 0 PSFTOTAL 50 PSFNOTE: TRUSSDESIGN BY MFG.MASTER BATHBARSTORAGE AND MECHANICALS4'-612" 9'-912"1'-43 4"10'-118"12PITCH1212PITCH41'-5"11'-014"10'-2116"12'-01116"1'-7"3'-8116"10'-2116"AIR SPACESTONE VENEER7/16" O.S.B. SHEATHINGZIP WALL W/TAPPED JOINTSBRICK VENEER10'-0" FOUNDATION WALL HEIGHT 3'-438" HEEL HEIGHT 12'-01116" HEEL HEIGHT EXTERIOR WALL, ROOFWATERPROOFING &FLASHING AS PER CONTR.4" CROSS-0VER DRAIN THROUGHFOOTING @ (1) LOCATION ON EACHSIDE OF FOUNDATION TYP.SLOPEDSTONE SILL34" T&G OSBSUB. FL.4" MIN.GRAVEL FILL6 MIL POLYETHYLENEVAPOR BARRIER4" CONC. SLAB3500 PSI10" CONC. WALL w/ VERT.#6 REBARS 36" o.c. & (4)#4 HORZ. REBARS CONT.(LAP 24" AS NECESSARY)BLOWN INSUL.R-50TOP OFTRUSS1112"VERIFY @ SITE 3'-512" 8'-0" VERIFY @ SITE 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.3 PLY"x16"FLUSH LVL HDR.w/JST HANGERSMASTER BATH2 CAR BAY GARAGEHIS & HER MASTERWALK IN CLOSETWALK INSHOWERSTORAGE AND MECHANICALSBEDROOM #2BEDROOM #3CLOSETBATHROOMSHOWER 11 FRAMING SECTIONPLYWD.HANGER9'-7"634"(4) 2x12 CARRIAGES14 TREADS@ 11" EA.=12'-0"16 RISERS @7316" EA.=5'-1012"112"1'-43 4"12'-10"4'-312"34"9'-912"1'-434"16 JST @ 16" O.C.10'-118"9'-118"34" T&G OSBSUB. FL.34" T&G OSBSUB. FL.16 JST @ 16" O.C.BLOWN INSUL.R-50W14x61# FLUSHSTEEL BEAMW/JST. HANGERS1'-412"9'-0"2X4NAILER8"1'-012"15'-314"7'-534"15'-434"312"17'-912"SEATCUTSEATCUT41316"112"4'-918"6'-178" 6'-7316"13'-6716"12PITCH1012PITCH1012PITCH3142x8 RAFTERS 16" O.C.2x8 RAFTERS 16" O.C.2x8 JOIST 16" O.C.14 JST @ 16" O.C.2-PLYx914 LVL HEADERW12x19#STEEL BEAM2x12'S 16" O.C.12PITCH101138"512"2'-914"SEATCUT1'-412"7'-0"3'-0"4" CROSS-0VER DRAIN THROUGHFOOTING @ (1) LOCATION ON EACHSIDE OF FOUNDATION TYP.SLOPEDSTONE SILL4" MIN.GRAVEL FILL6 MIL POLYETHYLENEVAPOR BARRIER4" CONC. SLAB3500 PSI8'-1134" 10'-8316"TOP OF GARAGEFOUNDATIONEXTERIOR WALL, ROOFWATERPROOFING &FLASHING AS PER CONTR.TOP OFRIDGE BEAM11"11SCALE: 1/4"=1'-0"ELEVATIONSDrawings & blueprints are intended solely as a plan layout& basis for material estimate. H.G. McCullough Designers Inc.assumes no responsibility for structural or 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 control contractor or subcontractor's performance, nor their errors or omission. Customers should have qualified engineer or architect review construction detailsSHEET NUMBER"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproductionof this work, its technical aspects or creative content without the express written consentof H. G. McCullough Designers, Inc. This work is fully protected by copyright underU.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc."