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HomeMy WebLinkAboutS001.1 Main Level Floor Plans26'-5" 8"8" 3'-8" 3 1/2"2" AIR SP.8'-8"8" 2'-4 3/4" 3'-4"9'-1 1/2"8"5 1/2"3'-8"1'-8"3'-1 1/2" lintelCLUP 16 R.10" T.8" 4'-3 3/4"2 3/4"5'-8"4'-1 1/2"5'-4" 1'-8"8"4'-1 1/2"5'-8"1'-8" 3'-1 1/2"4'-5 1/2" 9'-11" 8" 3'-0" 16" x 16" PIERCL 2'-10 1/4" CL 130'-0" 55'-9" 12'-11" 61'-4" 48'-9" 7'-0" 6'-2" 6'-9" 53'-0" 8'-4" 15'-3 1/2" 8'-4" 29'-4 1/2" F1 F1 8" F1OUTLINE OF FRAMEWALLS ABOVE F1CL 8" 54'-5" 8" F1 CL F1 4'-6 1/2" 4'-6 1/2" CL C L F1 F1 6'-11 1/4" F1 2" 12'-4" 16'-10 1/2" u nexcavated 4" conc. slab, slope to drains F4 F4F1 F1 7'-0" 2'-6 3/4" 3'-4" 1'-1 1/4" F1 F1 8" 47'-5" 6'-4" 8" 8" F1 U NEXC. 4" conc. slab 5'-5" 1'-4" 14'-7 1/2" 8" SWIM SPA FOUNDATION AS PER MANUFACTURER F1 F1 F1 F6 F1 F9 F1 3'-11 1/2" 9'-3" 2'-0" 9'-3" 2'-0" 9'-3" 4'-11 1/2" 3'-5 1/2" 8" F1 45'-0" 10 1/2" 2'-5" 6'-0" 7'-2" 6'-1" 8" 13'-11 1/2" 1'-4" 1'-4" F10 F10 F1 U NEXC. 4" conc. slab 8" F7 F10 3'-0" 1'-4" 18'-8" F10 F9 8" 5'-11 1/2" F1 8" 2'-0" 8" 4'-8" F10 9'-0" CL F7 48'-0" 20'-9 1/2" 8" 2'-2" 20'-8" 53'-0" 38'-8" 9'-4" 3'-11 1/2" 9'-3" 2'-0" 9'-3" 2'-0" 9'-3" 2'-11 1/2" 4'-10 1/2" 4'-5 1/2" F2 F2AREAWAYWALL 3 1/2" x 3 1/2" HSS COL. ABOVE 2" AIR SP. 19'-4" F1 3 1/2" x 3 1/2" HSS COL. ABOVE 1'-4" F9 F12" AIR SP 21'-8" 14'-1 7/8" F1 u nexc. 4" conc. slab, slope to steps 3'-0" 7'-7 3/4" 3'-0" 3'-6 3/8" F1 8" F2 window areaway 3 1/2" 18'-5" 3 1/2" 8" F4 3 1/2" x 3 1/2" F1 HSS COL. ABOVE F1 F1 lintel F1 F1 f3 F4 2" AIR SP. 8" F1 lintel 3 1/2" (2) DH 3765 4 1/2" F1 8'-9 3/4" F1 FUT. billiards/game 8'-9 1/2" CLG. F4 CL 19'-5 5/8" 3 1/2" x 3 1/2" HSS COL. ABOVE CL 21'-1 5/8" 3 1/2" 2" AIR SP BEAM PKT. 8" 4'-0" (2) 16" LVL BM. (DROPPED) 1'-4" 5'-10 3/4" F4 C L (2) 16" LVL BM. (FLUSH) F1 19'-5 1/4" 8" C RAWL 4" PEA FILL w/ F UT. family/media 8'-9 1/2" CLG. 16" x 16" PIER F1 (3) 16" LVL BM. CL (FLUSH) VAPOR BARRIER (3) 16" LVL BM. (DROPPED) F1 (2) 16" LVL BM. (DROPPED) F1 F UT. wet bar 8'-9 1/2" CLG. 2" AIR SP 2 x 6 BRG. WALL W14X22 STL. BM.(T.O.B. @ 8'-8") BEAM PKT. 6'-10 3/8" 1'-10 3/8" 16" x 16" PIER F11 1'-4" 8'-8" 1'-4" F4 10'-1" 16" x 16" PIER 1'-4" F4 7'-6 1/4" (2) 16" LVL BM. 8" x 16" 8" 3 1/2" 11'-1" (2) 16" LVL BM. 13'-5 1/4" 3 1/2" x 3 1/2" 4 3/4" CL 3'-4 3/8" 5'-2 5/8" CL 4 3/4" CL 3 1/2" x 3 1/2" 15'-6 1/4" 3 1/2" (2) 16" LVL BM.(DROPPED) 16" x 16" PIER (DROPPED) F4 PIER F43 1/2" x 3 1/2"(DROPPED) F4 F1 HSS COL. F4 HSS COL. F1 F4 F1 u nexcavated 4" conc. slab, slope to drains PSL COL. U.C. REF sink 4'-1"11'-8" 6'-1" 3 1/2" furn. f.d. 2 x 6 BRG. WALL 16'-1" F4 8" 8'-8 3/4" 1'-4" 9'-4" F4 CL 5'-4 1/2" (2) 16" LVL BM. (FLUSH) CL 6'-0 1/2" CL F1 8'-2 1/4" 8" F1 9'-4" 3 1/2" 3 1/2" F4 F1 h.v.a.c. b'lkhd. (3) 16" LVL BM. (DROPPED) (2) 16" LVL BM. (FLUSH)(2) 16" LVL BM. (DROPPED) (2) 16" LVL BM. 2 x 6 BRG. WALL m echanical/storage F4 F4 8" 38'-5" 8" lintel F1 (FLUSH) sump tankless w.h. sump ejec. 8'-9 1/2" CLG. HOLD DOWN CONC. WALL FOR CRAWL/MECH. ACCESS 16" x 16" PIER F4 16" x 16" PIER FOOTING SCHEDULE SHADED AREA INDICATES LOCATION OF P.T. SILL PLATE ON FOUNDATION WALL (TYP.) 8"14'-1" 8" F1 F1 F1 F1 8" f.d. 2'-2 3/4" 4'-6" 2'-2 3/4" 5'-1 1/2"F1 F1F9 F9 u nexcavated lintel F1 8" F9 F9 14'-1" 8" F1 F1 F2 16" x 8" CONT. CONC. FTG. 2'-0" x 1'-0" CONT. CONC. FTG. F1 F1 F1 w.s. CL (2) 16" LVL BM. CL (DROPPED) F4 CL 8" F4 lintel 4" conc. slab, slope to edges F1 (2) 16" LVL BM. F4 (FLUSH) F1 SHADED AREA INDICATES LOCATION OFP.T. SILL PLATE ON FOUNDATION WALL (TYP.) F4 f3 6'-0" x 3'-0" x 1'-0" FTG. F4 3'-0" x 3'-0" x 1'-0" FTG. 3 1/2" x 3 1/2"PSL COL. F1 F1 F1 F5 F1 F5 F1 F1 F1 F5 4'-0" x 2'-8" x 1'-0" FTG. F6 8'-2" x 4'-8" x 1'-0" FTG. F7 2'-0" DIA. x 2'-8" FTG. custom home design 2'-2 1/8" 2'-8" 5'-8 3/4" 2'-8" 2'-2 1/8" 8'-3" 3'-0" 8'-11" 3'-0" 8'-3" 2'-2 1/8" 2'-8" 5'-8 3/4" 2'-8" 2'-2 1/8" 12'-2" 15'-5" 12'-2" 8'-3" 15'-5" 31'-5" 15'-5" 19'-9" 48'-0" 82'-0" 130'-0" F8 4'-0" x 10'-0" x 8" FTG. F9 2'-8" x 2'-8" x 1'-0" FTG. F10 2'-4" x 1'-0" CONT. CONC. FTG. F11 3'-0" x 5'-0" x 1'-0" FTG. wALL LEGEND AREA TABULATION lower level plan 9'-0" h. poured walls 1/4" = 1'-0" NOTE: FOOTING SIZES ARE APPROXIMATE ONLY, final FOOTING SIZE TO BE DETERMINED BY ENGINEER 2 x 10 FRAME WALL MAIN FLOOR COVERED PORCH 3,366 SQ. FT. 605 SQ. FT. SECOND FLOOR UNFIN. ATTIC (ATT. GARAGE) 1,678 SQ. FT. 973 SQ. FT. NOTES: * SPECIFIC DOOR AND WINDOW CODES ARE "PELLA" UNITS; HOWEVER, BUILDER AND/OR HOMEOWNER SHALL DETERMINE THE FINAL WINDOW AND DOOR SELECTION. * APPLY POLYURETHANE SPRAY FOAM INSUL. TO ALL FACES AND FILL INSIDE OF H.S.S. THAT PENETRATE HEATING ENVELOPE 2 x 8 FRAME WALL ATTACHED GARAGE 1,147 SQ. FT. UNFIN. ATTIC (DET. GARAGE) 956 SQ. FT.* SET BTTM. OF WINDOW HEADERS @ 7'-7 1/4" A.F.F. UNLESS OTHERWISE NOTED * WINDOW SUPPLIER TO VERIFY ALL WINDOW SIZES PRIOR TO ORDERING * BUILDING/GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEETING AND CONFORMING TO CURRENTLY ADOPTED IRC, STATE AND LOCAL BUILDING CODES. 2 x 6 FRAME WALL 2 x 4 FRAME WALL DETACHED GARAGE POOL BATH (ROUGH-IN) 1,294 SQ. FT. 115 SQ. FT. LOWER LEVEL FINISH. LOWER LEVEL UNFIN. 1,293 SQ. FT. 689 SQ. FT. * INTERIOR 2 x 4 WALLS DRAWN AS 3 1/2" THICK (STUDS ONLY) * INTERIOR 2 x 6 WALLS DRAWN AS 5 1/2" THICK (STUDS ONLY) * CONCRETE WALLS DRAWN AS 8" THICK w/ 4" BRICK LEDGE ON 16" x 8" CONT. FTG. * ALL 2 x 6 FRAME WALLS OVER 18'-0" HIGH MUST BE BUILT IN ACCORDANCE TO LOCAL AND GOVERNMENT CODES TO ENSURE STRUCTURAL INTEGRITY FOR RESISTING WIND LOADS * BUILDING/GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEETING AND CONFORMING TO THE 2009 IECC AND 2012 INDIANA RESIDENTIAL ENERGY CODES AND CHOOSING THE METHOD AND MANNER OF DOING SO. * LUMBER SIZE AND SPACING, AND ALL BEAM SIZES (IF LABELED) ARE FOR DESIGN INTENT ONLY. ALL CONSTRUCTION MEMBER SIZING, SPACING AND CONNECTIONS SHALL BE DETERMINED BY A PROFESSIONAL ENGINEER AND SHALL BE THE BUILDER'S RESPONSIBILITY. F4 F8 101'-1"4'-4" 3'-4" 27'-9" 37'-11" 27'-9"8"8" 8" 3'-4" 26'-5" 8"11'-1 1/2" 11'-9 1/2" 8"23'-8" 9'-8"26'-5" 18'-4" 5'-4" 4'-5 1/2" 5'-2 1/2"7'-3 3/4" 5'-9" 7'-10 1/2" 5'-5 3/4"CL CL CL 5'-1 1/2" 4'-6 1/2"1'-8 1/2"8" 8"5'-1"1'-11 3/8" 17'-11 1/8" CL 3 1/2" 8" 1'-4"2'-8" 14'-5"(2) DH 3765(3) 16" LVL BM. (FLUSH)2'-2"lintel 6 1/2" 4 1/2" 2'-2 1/4" CL 10'-2 1/2"14'-3 1/2" 8"8" 2'-4"3280 opng.4'-1" 2" AIR SP3 1/2" 2'-6 1/4"CL9" 3'-4" 8" 8" 8" 13'-8 3/4"5 1/2" 27'-4 1/2"22'-9 1/2" 2'-4"8"1'-6"8"8"1'-4"1'-4" 9'-9 1/2" 1'-4" 10'-4"10 1/2"(3) 16" LVL BM. (FLUSH) 5 1/2" 2'-8"3'-4"7'-11" 8"8'-9 1/2" 6'-0" 8" 8'-0" 8" 8"1'-8" 1'-8" 3'-1 1/2"1'-0"1'-8" 1'-8" 3'-1 1/2"2" AIR SP3 1/2" 5 1/2" 8"8" 3'-4" 12'-5 1/2" 21'-4 1/2"8"lintel16'-8 3/8" 9'-4"2'-8"10 1/2"CL CC8" 12'-4" 5 1/4"7'-7 1/4" 8" 13'-9 1/2"L L CL 1'-11"CL CL CL CL 8" 2'-6 1/4" 6'-4 1/2"15'-7 1/4" 11'-5 1/2" 18'-7" 10'-0"CL 8"CL 5'-0 1/4" 13'-5 1/2" 8"15'-9" 8"8"14'-1 1/4" 10'-1 3/4"CL 8"7'-9 1/2" 1'-4" 10'-0" 5'-0" 2'-4" 5'-7" 15'-7 1/2" 3'-0"2'-8" 6'-4" 25'-7" 9'-10" 3'-0" 3'-0" 24'-1 1/2" 26'-6 1/2"50'-5" 50'-8"101'-1"CURLESS RESIDENCE1525 PRESTON TRAIL, CARMELA3 12/31/19 Mike Sheeks