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HomeMy WebLinkAboutS001.1 - Lower Level - LeftRIGHT SIDE LEFT SIDE RIGHT SIDE LEFT SIDE 167'-7" 8'-0" 27'-11" 18'-8" 59'-5" 167'-7" 16'-11" 9'-1" 15'-0" 38'-7" 41'-5"54'-0" 14'-11"9'-9 1/2" 4'-1" 20'-11"7'-2"9 1/2"12'-1" 7 1/2"18'-8" ref. ice 9 1/2" 26'-5 1/2" 21'-10 1/2" 4'-1" 20'-11"FITNESS BILLIARD / PING PONG TRASH 2'-3"2'-3" 8'-4" 10" 11 1/2" 26'-0"9 1/2"17'-10 1/2" 5 1/2" 23'-5 1/2" 5 1/2" 36'-0" 3/0 8/07'-5 1/2" 4'-1" 2'-3" 3'-9" 8'-11" 3'-9" 2'-3"20'-11"15'-0" 1'-10 1/2"15'-0" 9 1/2" 19'-11" 2'-5" 8'-7 1/4" 5 1/2" 8'-6" 9 1/4" 21'-8" 10'-5 1/2" 10'-5 1/2"2'-3" 16'-5" 2'-3"9'-0 1/2" MATCH LINE46'-2 3/4" 9'-9 1/4"7'-0"11 1/2"13'-0"11 1/2"2'-10" 10'-3" 1'-9" 10'-3" 1'-9" 10'-3" 1'-9" 10'-3" 4'-11"11 1/2"11 1/2" K-3322-RAGABRIELLETOILETSVITREOUS CHINA pr. 3/0 7/0 full glass UNFINISHED MECHANICAL 9'-9 1/2" CLG. EPOXY FLR. FIN. UNEXCAVATED 4" CONC. SLAB OVER VAPOR BARRIER AND MINIMUM 4" COMPACTED GRANULAR FILL UNEXCAVATED 4" CONC. SLAB OVER VAPOR BARRIER AND MINIMUM 4" COMPACTED GRANULAR FILL MEDIA WINE 16'-7 1/2" 9 1/2"UP 20 R.10'-3 3/4" 2'-3" "I" JOISTS @ MFGR.RECOMMENDEDSPACING AND DEPTHG.C. VERIFYLINE OF W16 X 36 DROPPED STEEL BEAM ABOVE FOR FIRST FLOOR FRAMING AND ROOF SUPPORT. LOWER LEVEL PLAN NOTES: THESE NOTES APPLY THE LOWER LEVEL / FOUNDATION SHEETS ONLY HSS 4 X 4 X 3/8 STEEL TUBE COLUMNS (TYP,. U.N.O.) - PROVIDE 1/2" COLUMN CAP PLATES ON ALL STEEL COLUMNS. HSS 4 X 4 X 3/8 STEEL TUBE COLUMNS FROM ABOVE (TYP,. U.N.O.) SET ON TOP OF CONCRETE WALL WITH INTEGRAL 8" X 16" REINFORCED POURED CONCRETE PILASTER - PROVIDE 1/2" COLUMN CAP PLATES ON ALL STEEL COLUMNS. DROPPED WOOD BEAM ABOVE - G.C. VERIFY SIZE."I" JOISTS @ MFGR.RECOMMENDEDSPACING AND DEPTHG.C. VERIFY"I" JOISTS @ MFGR.RECOMMENDEDSPACING AND DEPTHG.C. VERIFY"I" JOISTS @ MFGR.RECOMMENDEDSPACING AND DEPTHG.C. VERIFY"I" JOISTS @ MFGR.RECOMMENDEDSPACING AND DEPTHG.C. VERIFY18'-8" 10'-0" 19'-8"9 1/2"7'-2 1/2"3'-0"14'-0"11 1/2" SHADED AREA INDICATES DROPPED CEILING FOR DUCTS AND PIPING. G.C. VERIFY HEIGHT. 5 1/2" HOLD TOP OF WALL DOWN 8" AT DOOR OPENINGS TYPICAL HOLD TOP OF WALL DOWN 8" AT DOOR OPENINGS TYPICAL UNEXCAVATED 4" CONC. SLAB OVER VAPOR BARRIER AND MINIMUM 4" COMPACTED GRANULAR FILL HOLD TOP OF WALL DOWN 8" AT DOOR OPENINGS TYPICAL HOLD TOP OF WALL DOWN 8" AT DOOR OPENINGS TYPICAL 9'-4"8'-10"22'-6" 36'-11" 18'-0" 3/0 8/0 39'-0" 10'-0" 11 1/2" 1'-0" 3'-0"MIN. 9 1/2" 18'-2"5 1/2"13'-3"5 1/2"8'-11"lvl or concrete beams - g.c. verify exact size required. 16" X 16" REINFORCED POURED CONCRETE PIER OVER 30 x 30" X 12" REINFORCED CONCRETE PAD TYPICAL 8" X 16" REINFORCED POURED CONCRETE PIER OVER 48" x 48" X 16" REINFORCED CONCRETE PAD TYPICAL LINE OF W14 X 22 DROPPED STEEL BEAM ABOVE FOR FIRST FLOOR FRAMING SUPPORT. LINE OF W16 X 45 DROPPED STEEL BEAM ABOVE FOR FIRST FLOOR FRAMING SUPPORT. 10" X 120" REINFORCED POURED CONCRETE FOUNDATION WALL WITH 5 1/2" X 12" MASONRY LEDGE 10" X 48" REINFORCED POURED CONCRETE FOUNDATION WALL WITH 5 1/2" X 12" MASONRY LEDGE 22" X 10" POURED CONCRETE FOOTING WITH 3-#4 REBAR CONTINUOUS TYPICAL. 12" X 36" REINFORCED POURED CONCRETE FOUNDATION WALL WITH 5 1/2" X 12" MASONRY LEDGE 8" X 36" REINFORCED POURED CONCRETE FOUNDATION WALL WITH 5 1/2" X 12" MASONRY LEDGE as required 8'-7 1/2" 10'-0 1/2" 2'-6 1/2" 12'-2" 3'-11 1/2" 9'-9 1/2" clg. 9'-9 1/2" clg. 9'-9 1/2" clg. 10" X 144" REINFORCED POURED CONCRETE FOUNDATION WALL WITH 5 1/2" X 12" MASONRY LEDGE GOLF SIMULATOR 11'-9 1/2" clg. STONE VENEERED POURED CONCRETE WINDOW WELL RETAINING WALL WITH 5 1/2" X 12" MASONRY LEDGE ON OUTER SURFACE STEP FOOTING AND WALL DOWN 2'-0" AS REQUIRED. G.C. VERIFY EXACT LOCATION. 1'-1 1/2" 12'-10" 9'-0" ALLOW 5" FOR 2X4 WALL STUDS AT 16" O.C. WITH R-13 BATT INSULATION.3'-4" 8'-3" 3'-4"PROVIDE 2X6 WALL STUDS AT 16" O.C. OUT IN FRONT OF 2X4 WALL STUD FURRING FOR PLUMBING AS REQUIRED. SUMP 3'-11" 8'-5"2'-5" 8'-3" 3'-4"1'-5 3/4" 10'-3 3/4" 2'-3" 21'-8" 2'-3" 3'-2 1/2" 1'-3" 8'-7" 1'-7" 1'-3 1/2"11 1/2" 9'-10 1/2" 27'-9"1'-6"1'-6"HOLD TOP OF WALL AT 7'-0". PROVIDE 1/2" PLYWOOD SHEATHING OVER 2X6 STUDS AT 16" O.C. INFILL AS REQUIRED FOR MECH. AND CRAWL ACCESS. S.E.DN. 4 R.(-2'-0")11 5/8" 1'-3 3/8" 1'-1 1/2" 1'-1 1/2"9'-0 3/4" 8 3/4"1'-1 1/2" 18'-8" 1'-1 1/2"10" 1'-5" 2'-3" 11'-1 1/8" 24'-0 7/8" 1'-1 1/2"3'-0" DRAIN 1 A-7.0 1 A-7.0 1 A-7.1 1 A-7.1 1 A-7.2 1 A-7.2 3/0 8/0 GLASS DOOR AND WALL TBD.3'-5 3/4"2X10 STUDS AT 16" O.C."I" JOISTS @ MFGR.RECOMMENDEDSPACING AND DEPTHG.C. VERIFYSLOPE FLOOR TO DOOR SLOPE FLOOR TO DOOR SLOPE FLOOR TO DOOR SLOPE FLOOR TO DOOR UNEXCAVATED 4" CONC. SLAB OVER VAPOR BARRIER AND MINIMUM 4" COMPACTED GRANULAR FILL 27" X 27" REINFORCED POURED CONCRETE PIER WITH 5 1/2" X 12" STONE LEDGE OVER 48" x 48" X 18" REINFORCED CONCRETE PAD TYPICAL 56" V. 9 1/2" 11"6'-1" 5 1/2" DW. SINK 3060-3 HD. @ 96" BUILT-IN VIEWING COUNTER TBD. WINE DISPLAY AND STORAGE TBD. LINE OF W14 X 26 DROPPED STEEL BEAM ABOVE FOR FIRST FLOOR FRAMING SUPPORT. 1'-0 1/4" 2'-3" 10'-7" 2'-3" 3'-4 1/2" 3'-4 1/2" 2'-3" 7 1/2"17'-1"9 1/2" 7 1/2"21'-10 1/2"9 1/2"6'-1 1/2" 11'-7"1'-8"1'-9 3/4" 8 3/4"UP 4 R.(+2'-0")SUMP GOLF SIMULATOR 11'-9 1/2" clg.24'-2"9 1/2"1'-0 1/4"9 1/2"12'-1"7 1/2"3'-2 1/2" 11 1/2"9 1/2" 8'-7" 2'-10 1/2"1'-3" LOWER LEVEL SQ. FT. 2,263 S.F. FINISHED LIVING 1,950 S.F. CRAWL SPACE 966 S.F. UNFINISHED / MECH. 2020-0710 10-20-2020 Project No: Sheet Title REVISIONS Date: Sheet No.1806 Burning Tree LaneCarmel, IN 46032"FANCHER RESIDENCE"A New Residence for the:GARY NANCE DESIGN720 3rd Avenue South West Carmel, IN 46032317.605.2196 Pgnance@garynancedesign.com garynancedesign.comThese design concepts are the property of Gary Nance Designand may not be used without approval from Gary Nance DesignA R C H I T E C T S+A S S O C I A T E S2520 Durbin DriveCarmel , Indiana 46032317-733-8525hsark@sarkassociates.com1. THESE DRAWINGS INDICATE THE "GENERAL SCOPE" OF THE PROJECT IN TERMS OF THE ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL SYSTEM. AS SCOPE DOCUMENTS, THESE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS FOR CONSTRUCTION. AS SCOPE DOCUMENTS ALL STRUCTURAL ITEMS SHOWN ARE CONCEPTUAL AND HAVE NOT BEEN DESIGNED OR ENGINEERED BY SARK & ASSOCIATES. THE STRUCTURAL SYSTEM IN IT'S ENTIRETY ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE TRADE SUB-CONTRACTORS SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 2. ALL WORK ON THIS PROJECT MUST COMPLY WITH ALL CURRENT LOCAL, STATE, & NATIONAL CODES APPLICABLE. 3. VERIFY ALL EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS PRIOR TO PROCEEDING WITH THE WORK. 4. G.C. SHALL VERIFY ALL SOIL CONDITIONS AND ASSURE THAT THE SOIL BEARING CAPACITY IS ADEQUATE FOR ALL NEW FOOTING LOADING REQUIREMENTS. SPECIAL GENERAL CONDITIONS ENLARGED LOWER LEVEL PLAN - LEFT SIDE SCALE: 1/4" = 1'-0" ENLARGED LOWER LEVEL PLAN - LEFT SIDE A-3.2 GOLF SIMULATOR FOUNDATION PLAN SCALE: 1/4" = 1'-0" U:\02-RESIDENTIAL L-Z\Nance, G\2020-0616_Fancher\01-CDs\2020-0710_Fancher_LL Plan.dwg, 10/20/2020 7:19:23 PM,_DWG To PDF.pc312/08/20