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HomeMy WebLinkAboutA3 Lower Level Plan4" CONC. SLAB w/ 6 x 6, 10/10 W.W.F. AND VAPOR BARRIER PEA GRAVEL w/ (2) #5 REBAR 4" DIA. DRAIN TILES 4" CONC. SLAB w/ 6 x 6, 10/10W.W.F. AND VAPOR BARRIER 16" X 8" CONC. FTG. 8" CONC. STEM WALLPEA GRAVEL 3 1/2" FURRING WALL 1 1/2" AIR SPACE 4" CONC. SLAB w/ 6 x 6, 10/10W.W.F. AND VAPOR BARRIER PEA GRAVEL w/ (2) #5 REBAR 4" DIA. DRAIN TILES 16" X 8" CONC. FTG. 8" CONC. STEM WALLPEA GRAVEL 4" CONC. SLAB w/ 6 x 6, 10/10 W.W.F. AND VAPOR BARRIER 1 1/2" FURRING WALL 1/2" AIR SPACE 4" CONC. SLAB w/ 6 x 6, 10/10W.W.F. AND VAPOR BARRIER PEA GRAVEL w/ (2) #5 REBAR 4" DIA. DRAIN TILES 16" X 8" CONC. FTG. 8" CONC. STEM WALLPEA GRAVEL 4" CONC. SLAB w/ 6 x 6, 10/10W.W.F. AND VAPOR BARRIERC LC LC L C LC L CL CLC L C LC L C L C L CL CL C LC L C LC L CL C L C LA3 FAX 317.582.1487 CARMEL, IN 46032 317.582.1430 40 1st STREET N.W. GOLDBERG DESIGN GROUP c u s t o m h o m e d e s i g n LOWER LEVEL PLAN 1/4" = 1'-0" 2 x 4 FRAME WALL 2 x 6 FRAME WALL WALL LEGEND 2 x 8 FRAME WALL 2 x 10 FRAME WALL * SPECIFIC DOOR AND WINDOW CODES ARE "pella" CONTEMPORARY CASEMENT UNITS; HOWEVER, BUILDER AND/OR HOMEOWNER SHALL DETERMINE THE FINAL WINDOW AND DOOR SELECTION. * see window schedule for header heights * WINDOW SUPPLIER TO VERIFY ALL WINDOW SIZES PRIOR TO ORDERING. * EXTERIOR 2 x 4 WALLS DRAWN AS 4" THICK (INCL. 1/2" SHEATHING). * EXTERIOR 2 x 6 WALLS DRAWN AS 6" THICK (INCL. 1/2" SHEATHING). * 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). * 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. * APPLY POLYURETHANE SPRAY FOAM INSUL.. TO ALL FACES AND FILL INSIDE OF H.S.S. THAT PENETRATE HEATING ENVELOPE. * BUILDING/GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEETING AND CONFORMING TO CURRENTLY ADOPTED IRC, STATE AND LOCAL BUILDING CODES. * 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. * ELEVATOR IS "INCLINATOR" MRL 1000, 42" x 54" CAB, CODE 2. GENERAL NOTES MAIN FLOOR ENTRY PORCH OUTDOOR LIVING (REAR PORCH) 3 CAR GARAGE LOWER LEVEL FINISHED LOWER LEVEL UNFINISHED AREA TABULATION 3,176 SQ. FT. 192 SQ. FT. 662 SQ. FT. 935 SQ. FT. 2,539 SQ. FT. 868 SQ. FT. L1 LOWER LEVEL WINDOW AND DOOR SCHEDULE L2 SYMB. WINDOW/DOOR CODE H'DR. L3 L4 NOTES: 1. HEADER HEIGHTS ARE GIVEN TO THE BOTTOM 10'-0" h. POURED walls OF THE HEADER. 2. HEIGHTS ARE RELATIVE TO THE TOP OF THELOWER LEVEL SLAB 3. "E" - THESE WINDOWS MEET NATIONAL EGRESS CODES FOR FIRE EVACUATION. 4. "T" - FOR SAFETY AND/OR CODE REQUIRE- MENTS, PROVIDE TEMPERED GLASS.KENNEDY RESIDENCELOT 64 CLAY CORNERUNEXCAVATED SEAT 36" REF.4" CONC. SLAB, SLOPE TO O.H.D.s UNEXCAVATED UP 18 R.10" T.9'-9 1/2" CLG. EXERCISE RM. W.I.C. 9'-9 1/2" CLG. SINK D.W. SEAT W.I.C. 9'-9 1/2" CLG. BATH 9'-9 1/2" CLG. BATH 9'-9 1/2" CLG. LINENLINENPWDR. 9'-9 1/2" CLG.STOR.MECH. 9'-9 1/2" CLG. MECH. 9'-9 1/2" CLG. KITCHENETTE 9'-9 1/2" CLG.30" R/O9'-9 1/2" CLG. GAME RM. 9'-9 1/2" CLG. FAMILY/REC. 11'-0 1/2" CLG. THEATERDN. 2 R.10" T.DN. 2 R. 10" T.BAR TOPFURN. W.S. EJEC. H O H'TR.2 TANKLESS SUMP SUMP FURN. F.D. F.D. 9'-9 1/2" CLG. BDRM. 2 9'-9 1/2" CLG. BDRM. 3UP 12 R.10" T.98'-4 1/2" 26'-0" 5'-4" 46'-4 1/2" 20'-8" 6'-8" 12'-8" 6'-8" 13'-8 1/2" 21'-0" 11'-8" 5'-8" 9'-4" 5'-8" 6'-3 1/2" 4'-6" 12'-0" 4'-6" 98'-4 1/2" 26'-0" 5'-4" 13'-7" 21'-3" 13'-1 1/2" 19'-1" 6'-0" 14'-0" 6'-0" 2'-0" 17'-3" 2'-0" 12" 10'-1 1/2" 2'-0" 3'-7 1/2" 2'-4 1/2" 7'-0" 7'-0" 2'-8" 2'-8" 7'-7" 5'-6 1/2" 20'-8"11'-8" 19'-6 1/2" 9 1/2" 10'-0"3'-9 5/8"3'-5 3/4"2'-8 5/8"5'-4"1'-1 1/2" 16'-9 1/2" 1'-1 1/2" 9'-0 1/2" 10'-6" 5'-10" 5'-10" 8'-7 1/8" 3'-5 3/4" 8'-7 1/8"70'-0"13'-4"4'-0" 12'-8" 37'-4"2'-0" 8" 4'-0" 9'-3" 1'-4" 9'-3" 1'-4" 9'-3" 2'-11"2'-0" 9'-0"3'-0" 1'-8"7'-0" 8'-8"1'-8"1'-8"1'-8"7'-0" 2'-0" 2'-0"8'-8" 70'-0"4'-8" 44'-4" 21'-0"2'-0" 42'-4" 7'-10 1/2" 13'-1 1/2"1'-7 1/2"10'-6"12" 1'-7 1/2" 6'-3" 3'-4"3'-0 5/8" 2'-4 1/8"8'-10 1/2" 6" 6" 6" 6"6"6"6" 9 1/2"16'-2 1/2" 5 1/2" 8'-5 1/2" 5 1/2"14'-8 1/2"9 1/2"6'-4 3/4" 4'-0 3/4"5 1/2"5'-9" 8'-5 1/2" 5 1/2" 7'-4 1/4" 3 1/2"7'-0 3/4"5'-1" 3 1/2"3'-1"4'-8" 8'-3" 9 1/2" 9 1/2"8'-5 1/2" 5 1/2"4'-1"5 1/2"5'-4" 3 1/2" 13'-10 1/2" 5'-4"9 1/2" 2'-10" 3 1/2"5'-4" 4'-4" 12"2 3/4" 9'-2 1/2" 7'-4 1/2" 6'-5 3/4"9 1/2"1" AIR SP.3 1/2"8'-1"5 1/2"4'-3 3/4" 23'-0 3/4" 1'-1 1/2"9 1/2"1'-4 1/2"5 1/2" 4'-5" 3'-4" 12" 3'-9 3/4" 6" 9'-0 3/16"1'-2 9/16"7'-4 1/2" 5'-3"9 1/2" 1/2" AIR SP1 1/2" FUR.4'-1 1/2"3 1/2"3'-10 1/2" 4'-7 1/2" 2 3/4"7'-2 3/4"28'-4" 9 1/2"2" AIR SP3 1/2"4'-10"5 1/2"4'-10 1/2"3 1/2"9 1/2"4'-0"10'-2"3 1/2" 2" AIR SP9 1/2"36'-6 1/2"9 1/2" 8'-2 1/2"9 1/2" 9 1/2"2'-0"14'-2" 7 3/8" 6 1/8" 15'-3 1/2"16'-9"1'-1 1/2"9 1/2"10'-2 3/4"6'-2 1/2"9 1/2" 9 1/2" 19'-5" 9 1/2" 9 1/2"1'-5 3/4"2 1/4"1 3/4" 11'-1 1/4"6'-9" 1'-1 1/2"9 1/2" 2" AIR SP 17'-6" 3 1/2" 5'-8 1/2" 3 1/2" 9 1/2" 3 1/2" 2" AIR SP 9 1/2" 2'-9 1/2" 3 1/2" 7'-2 3/4" 9 1/2" 24'-3" 9 1/2" 2'-0 3/4" 5 1/2" 16'-9" 1'-1 1/2" 7'-4 1/2" 18'-10 1/4" 1'-2 9/16" 9'-3 7/16"6'-6 1/4" 3'-9 1/2" 5'-5 15/16" 9 1/2" 3'-0" 5 1/2" 9'-4 1/2" 4'-1" 5 1/2" 9 1/2"24'-5" 9 1/2" 3 1/2" 7'-2" 3 1/2" 7'-10 1/2" 5 1/2" 7'-0 1/2" 5 1/2" 11'-5"9 1/2" 9 1/2" 9 1/2" 7'-9" 9 1/2" 9 1/2" 2" AIR SP 3 1/2"9'-2 1/2" 3 1/2" 4'-7" 3 1/2" 4'-1" 5 1/2" 12'-8" 2 3/4" 18'-9 3/4"6"9'-8 1/4" 5 1/2" 9'-1 1/4" 2 1/4" 2'-1 3/4" 5 1/2" 3'-7" 3'-1" 3 1/2" 5'-5" 5 1/2" 8'-11 1/2" 5 1/2" 12'-8" 5 1/2" 5'-1" 3 1/2" 13'-1" 3 1/2" 2" AIR SP 9 1/2" 3'-7"1'-7 3/4" 3 1/2" 5'-4" 3'-10 1/2" 5'-1" 2 1/4" 11 1/4"12'-4 3/8"9 1/8" 1'-1 1/2" 2 1/4" 11 1/4"2'-0"10'-5 1/8"1'-2 9/16" 8'-0"1'-2 9 / 1 6 " 9'-1" 4'-4 1/2" 2 1/4"W.I.C. 9'-9 1/2" CLG.8 3/4"6'-8"6'-0 1/2"5'-11 1/4"4'-8" 1'-4 1/2"LINTELLINTELLINTELLINTELv.48 268030802880268 020802080v.60shower 2 x 6 BRG. WALL 2 x 6 BRG. WALL2 x 6 BRG. WALL V.6326 8 0 shower 28802 x 6 BRG. WALL 268026802 x 6 BRG. WALL 2 x 6 BRG. WALL 8 1/4" 5 1/4" 3" X 3"HSS COL. 3" X 3" HSS COL.3 1/2" X 3 1/2" PSL COL. 3 1/2" X 3 1/2" PSL COL.(FLUSH)(3) 16" LVL BM.(FLUSH)(2) 16" LVL BM.W 16 X 31 STL. BM.(T.O.B. @ 9'-8") 4" CONC. SLAB, SLOPE TO O.H.D.s RAILING (2) 16" LVL BM. (FLUSH) (2) 16" LVL BM. (FLUSH) (2) 16" LVL BM. (FLUSH)3080OPEN TO ABV. 7/9 X 8/0 OPNG. 2 x 6 BRG. WALL (2) 16" LVL BM.(FLUSH)(2) 16" LVL BM.(FLUSH)(3) 16" LVL BM.(T.O.B. @ 9'-9 1/2") (2) 16" LVL BM.(T.O.B. @ 9'-9 1/2")2 X 4 K.W.BELOWPR.20802480(1'-3")(1'-3")DN.1'-3"(2) 16" LVL BM.(FLUSH) WALK IN SHOWER ABV. DROPPED CLG FOR HVAC C 3565-1 (E) L1 L2 L3 8'-8" L4 L2 L2 L2 L2 SHADED AREA INDICATES LOCATION OF P.T. SILL PLATE ON FOUNDATION WALL (TYP.) SHADED AREA INDICATES LOCATION OF P.T. SILL PLATE ON FOUNDATION WALL (TYP.) 16" x 8" CONT. CONC. FTG. F1 NOTE; FOOTING SIZES ARE APPROXIMATE ONLY, FINAL FOOTING SIZE TO BE DETERMINED BY ENGINEER. 1'-10" x 10" CONT. CONC. FTG. F2 F3 3'-0" x 3'-0" x 12" CONC. FTG. F4 F5 F6 FOOTING SCHEDULE 2'-0" x 12" CONT. CONC. FTG. F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1F1 F1 F1 F1 F1 2'-6" x 12" CONT. CONC. FTG. F2 F2 F2 F2 F2F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F3 F5 F5 F5 F5F5 F5 F5 F5 F5 F5 F5 F5F5 F5 F5 F5 3'-4"4'-1 1/2"5'-6" x 3'-6" x 12" CONC. FTG. F6F6 9'-9 1/2" CLG. 6" (2) 16" LVL BM. (BTTM. @ 9'-2" A.F.F.) (3) 16" LVL BM. (BTTM. @ 9'-2" A.F.F.) (3) 16" LVL BM.1'-8 1/4"7'-0 3/4"(2) 16" LVL BM.(BTTM. @ 9'-2" A.F.F.) CANTILEVER FLOOR ABV. 2'-0" DROPPED FOUNDATION PLAN 1/4" = 1'-0" 12'-7 1/2" 6'-9 3/4" 8"19'-5 1/4" 9 1/2"3 1/2"8" 17'-4" 8" 6'-9 3/4"10'-6 1/4" A3 1 A31 A31 A32A33 A3 3 3" X 3"HSS COL. ABV. F1 F2 F2 F2 F2 F5 F5 F5 F5 F5 F5 F2 1'-3"8"8" 1/2" 1 1/2"1'-3" 8" 1 1/2" 3 1/2"1'-3"DROPPED FOUND. SECTION 1/2" = 1'-0"A32 DROPPED FOUND. SECTION 1/2" = 1'-0"A31DROPPED FOUND. SECTION 1/2" = 1'-0"A3 3 DROP CONC. SLAB 1'-3" THEATER SUMP SUMP18'-8"3 1/2"20'-10 3/4"11'-3" H. POURED CONC. WALL1-1/2" FURRING 1-1/2" FURRING 1-1/2" FURRING 3 1/2" FURRING 8" W. X 1'-3" H. CONC. STEM WALL 8" W. X 1'-3" H. CONC. STEM WALL 8" W. X 1'-3" H. CONC. STEM WALL F5 5 1/2" 13'-1" (2) 16" LVL BM. (FLUSH)STEP FOUNDATION WALLAS REQ'D. BY GRADESTEP FOUNDATION WALLAS REQ'D. BY GRADE(X 3) L2L2 L1 (X 3) (X 2) DS 4747-1 25'-0 1/2" (BTTM. @ 9'-2" A.F.F.) 2" AIR SP2"AIRSP 11'-6" 3 1/2" 2" AIR SP 9 1/2"3 1/2"2" AIR SP9 1/2"3 1/2"3 1/2" 2" AIR SP9 1/2"9 1/2" 2" AIR SP3 1/2"2" AIR SP 3 1/2" 12'-8" 3 1/2" 2" AIR SP 9 1/2"3 1/2"2" AIR SP9 1/2"19'-0"3 1/2" 2" AIR SP9 1/2" 8'-5 7/8" 8'-7 1/4" 4'-9 3/8"3'-5 3/4"L2 L2 6"DS 4747-4 C 3547-1 8'-8" 8'-8" 8'-8" 5 1/2"13'-1 1/2" 2'-2 1/2" 9 1/2" 2'-2 1/2" 3 3/4" 1 1/2" 1/2" AIR 9 1/2" SP 3 1/2" 2" AIR SP9 1/2" 1 1/2" 1/2" 9 1/2" 3 1/2"2" AIR SP9 1/2"3 1/2"2" AIR SP 9 1/2"AIRSP F5 F5 F5 5'-4"10'-0"3'-9" 5'-0"1'-0"1'-0" 7'-10" 6'-3 1/2"12'-8"6'-3 1/2"6'-4 1/2" 5'-0"14'-0"5'-0"4'-8" 1'-0" AREAWAY AREAWAY 1'-0"1'-0"(3) 16" LVL BM. (BTTM. @ 9'-2" A.F.F.) (2) 16" LVL BM.(BTTM. @ 9'-2" A.F.F.) CL F7 4'-10 1/4" X 8'-10 1/2" X 12" CONC. FTG. F7 CONC. STEM WALL BELOW DBL. 2 X 6 FRAME WALL (TYP.) 03/26/21