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HomeMy WebLinkAboutS001.1 - Lower Level Foundation Plan - Main3/0 8/0 PD. K-3322-RAGABRIELLETOILETSVITREOUSCHINAs&r3/0 8/0 KING 3/0 8/0 3/0 8/0 2/8 8/0 134'-5 1/2" 28'-0"19'-6" 13'-0 1/2"43'-11"9'-7" 20'-5" 80'-11 1/4" 10'-11 1/4"23'-5" 13'-11"4'-9"15'-7"12'-4" 52'-11"4'-0"48'-11"18'-1"30'-10"41'-0 1/2"6'-0"15'-6 1/2"19'-6"7'-9 1/2"7'-9 1/2" 4'-7"8'-5 1/2"2'-2"32'-5 1/2" 9'-3 1/2" 3'-9" 12'-11"3'-9" 25'-7 1/4"8'-0"9 1/2"6'-4 3/4"22'-2 1/2"20'-4 3/4"9 1/2"1'-0" 17'-6" 1'-0" 13'-0 1/2" 9 1/2"30'-8"9 1/2" 3'-5" 10'-6" 9 1/2"38'-6" 20'-0" 5 1/2" 4'-0"8'-11 1/2" 5 1/2" 16'-0 1/2"9 1/2" 25'-7 1/4" 11 1/2"26'-0"11 1/2"11 1/2"26'-0"11 1/2" 9 1/2"12'-2 1/2"9 1/2" 13'-3" 5 1/2" 7'-1" 5 1/2" 4'-8 1/2" 9 1/2" 9 1/2"14'-6"5 1/2"7'-0 1/2"4'-7"2'-1"67'-5 1/2"37'-10"29'-7 1/2"9'-3"2'-6 1/4"2'-6 1/4"9'-3"2' - 5 "9'-3"8' -8 1 / 2 " 4' - 0 3/ 4 "36'-2 1/2"WINE LIVING BDRM. #3 UNFINISHED BDRM. #1 UNEXC. up 19 R. RAILING 1'-2"s&r K-3322-RAGABRIELLETOILETSVITREOUSCHINA K-3322-RAGABRIELLETOILETSVITREOUSCHINA UNFINISHED DROPPED STEEL BEAM NO CURB SHWR. NO CURB SHWR. BDRM. #2 WIC.16" "I" JTS @16" O.C.16" "I" JTS @16" O.C.16" "I" JTS @16" O.C.16" "I" JTS @16" O.C.16" "I" JTS @16" O.C.16" "I" JTS @16" O.C.16" "I" JTS @16" O.C.UNEXCAVATED UNEXCAVATED 4" CONC. SLAB OVER VAPOR BARRIER AND MINIMUM 4" COMPACTED GRANULAR FILL DROPPED LVL BEAM DROPPED LVL BEAM 9 1/2"21'-6"1'-6"17'-0"3'-0"5 1/2" 5 1/2"5 1/2"12'-11 1/2"5 1/2"7'-7 1/2"5 1/2"3'-7"9 1/2"6'-1 1/2"3'-7"6'-2"9 1/2"3'-6"5 1/2"5'-0" 5 1/2"2'-6 1/2"5 1/2"18'-4 1/2"9 1/2"3/0 8/0 3/0 8/0 2/8 8/0 PR. 2/6 8/0 LINENS 8'-5" 5 1/2" 5'-0" PR. 2/6 8/0 PR. 2/6 8/0REF.5'-8"3'-10"6'-6"9 1/2"6'-6" 12'-8 1/4"15'-4 1/4"24'-1 3/4" 5 1/2" 9 1/2"8'-10"5 1/2"4'-6"8'-11"5'-11 1/2"2'-4 1/2"9 1/2"9 1/2"6'-5"5 1/2"28'-0"5 1/2"18'-8"PR. 3/0 8/0 2'-0" 1'-9" 16'-6" 6'-9"6'-2"11 1/2"9'-2"8'-0 7/8"11 1/2"15'-6 1/2" 8'-6 1/2"9 1/2"8'-5 1/2"7'-0"9 1/2"12'-0"1'-6"LOWER LEVEL SQ. FT. D. W.sHELVESLAUNDRY SINK DROP TOP OF FOUNDATION WALL 8" AT DOOR OPENINGS TYPICAL LOWER LEVEL PLAN NOTES: THESE NOTES APPLY THE LOWER LEVEL / FOUNDATION SHEETS ONLY 12" x 32" REINFORCED POURED CONCRETE FROST FOUNDATION WALL WITH 5 1/2" X 12" MASONRY LEDGE. STEP TOP OF WALL AND FOOTING AS REQUIRED FOR EXISTING GRADES. 22" X 10" POURED CONCRETE FOOTING WITH 3-#4 REBAR CONTINUOUS TYPICAL. 10" x 120" REINFORCED POURED CONCRETE FOUNDATION WALL WITH 5 1/2" X 12" MASONRY LEDGE. STEP TOP OF WALL AND FOOTING AS REQUIRED FOR EXISTING GRADES.21'-11 3/4"STEEL COLUMN STEEL COLUMNSTEEL COLUMNSTEEL COLUMN 2X4 WALL SET 1" IN FROM ALL LOWER LEVEL EXTERIOR PERIMETER WALLS. PROVIDE FULL BATT INSULATION IN EACH STUD SPACE. REINFORCED POURED CONCRETE COLUMN FOOTING PAD. DO NOT SCALE PAD SIZE FROM THIS DRAWING. G.C. MUST VERIFY LOADING, PAD SIZE, AND REINFORCING REQUIRED. 22" X 10" POURED CONCRETE FOOTING WITH 3-#4 REBAR CONTINUOUS under all bearing walls. STEEL COLUMN 2 1/2"11 1/2"6'-4 1/2"12'-2"8" POURED CONCRETE RETAINING WALL W/ 12" BRICK LEDGE OUTSIDE AND THIN VENEER BRICK INSIDE4'-4 1/2"7 1/2"16'-6"UNEXCAVATED 4" CONC. SLAB OVER VAPOR BARRIER AND MINIMUM 4" COMPACTED GRANULAR FILL 29'-7 1/2" 4'-1 1/2"7'-4"4'-1 1/2"3'-0" MIN.6'-0"8'-4"8'-4" DRAIN DRAIN DROP FLOOR 3 1/2"3'-0" MIN.8" POURED CONCRETE RETAINING WALL W/ 12" BRICK LEDGE OUTSIDE AND THIN VENEER BRICK INSIDE 3'-0" MIN. 3'-0" MIN. DRAIN 3'-0" MIN.3'-0" MIN.8" POURED CONCRETE RETAINING WALL W/ 12" BRICK LEDGE OUTSIDE AND THIN VENEER BRICK INSIDE 5'-1 7/8"5'-0"5'-4"8"41' -1 0 3/4" 8" POURED CONCRETE WALL W/ THIN BRICK VENEER ALL SIDES 135.00 ° 135 .00°45.00 ° INCOMING ELECTRICAL SERVICE reinforced poured concrete pad reinforced poured concrete pad DROP FLOOR 3 1/2" DROP FLOOR 3 1/2" 6'-2"4'-0"NO CURB SHWR.4'-4 1/2"A/C CONC. SLAB gen. 14'-11 7/8" DROPPED LVL BEAM STEEL COLUMN 12'-8 1/4" DROPPED LVL BEAM STEEL COLUMN 8" x 32" REINFORCED POURED CONCRETE FROST FOUNDATION WALL WITH 5 1/2" X 12" MASONRY LEDGE. STEP TOP OF WALL AND FOOTING AS REQUIRED FOR EXISTING GRADES. 9'-9 1/2" CLG. 9'-9 1/2" CLG. 9'-9 1/2" CLG. 9'-9 1/2" CLG. 9'-9 1/2" CLG. 9'-9 1/2" CLG. 9'-9 1/2" CLG.9'-9 1/2" CLG. UNEXCAVATED 4" CONC. SLAB OVER VAPOR BARRIER AND MINIMUM 4" COMPACTED GRANULAR FILL SUMPSUMP S.e. FURN. 1ST FLR. W.H W.S BRINE TANK FD. PLUMBING MANIFOLD ELEC. M.D. PANELS FURN. LWR. LEVEL FD. SANITARY WATER A/V DROP TOP OF FOUNDATION WALL 8" AT DOOR OPENINGS TYPICAL 3'-4 3/8"32'-6 1/4"3660-1 hd. @ 96" 3660-2 hd. @ 96" 3660-2 hd. @ 96" SHADED AREA INDICATES DROPPED CEILING FOR DUCTWORK - KEEP HIGH AS POSSIBLE5 1/2"BUILT-IN BENCH WIC. 5 1/2" 4'-0" 5 1/2" 7'-10" VOID s&r 9 1/2"10'-10 1/2" 4 1/2" 6'-6"9 1/2"21'-4"1'-8"4" 5'-6" 3'-4"7'-9 1/2"12'-0" 8'-3"1'-5"7'-5 1/2"14'-3 1/2"9 1/2"1'-9 1/4"5 1/2"15'-0"5 1/2"1'-9 1/4"4 1/2"9 1/2"DN. (4) 6" R.9 1/2"3'-11 5/8"5 1/2"13'-6 3/8"4 1/2"GOLF SIMULATOR 11'-9 1/2" CLG. LOW WALL WITH CAP TO MATCH VIEWING COUNTER FRAME WALL BELOW VIEWING COUNTER VIEWING COUNTER BUILT-IN GOLF CLUB STORAGE BELOW VIEWING COUNTER BULKHEAD HIGH AS POSSIBLE LINE OF 8" POURED CONCRETE FOUNDATION WALL - SEE AUXILIARY PLAN ON SHEET A-3.2 1'-6 1/2" SIMULATOR FLOOR -2'-0" STEP FOOTING AND FOUNDATION WALL DOWN A TOTAL OF 24". G.C. VERIFY STEP LOCATIONS AND NUMBER REQUIRED 10" x 144" REINFORCED POURED CONCRETE FOUNDATION WALL WITH 5 1/2" X 12" MASONRY LEDGE. STEP TOP OF WALL AND FOOTING AS REQUIRED FOR EXISTING GRADES. 7'-0" 3'-0 1/4"135.00°MEDIA 5 1/2"4'-0"3'-2"2'-1"2022-0506 07-08-2022 Project No: Sheet Title REVISIONS Date: Sheet No.1008 LaurelwoodCarmel, IN 46032THE JONES FAMILYAn All New Residence for:GARY NANCE DESIGNArchitectural Concepts By200 South Rangeline Road, Suite 214 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.comLOWER LEVEL / FOUNDATION PLN - MAIN HOUSE A-3.1 LOWER LEVEL / FOUNDATION PLAN - MAIN HOUSE SCALE: 1/4" = 1'-0"U:\02-RESIDENTIAL L-Z\Nance, G\2022-0419_Jones\02-CDs\2022-0506_Jones_A-3.0 LLP.dwg, 7/8/2022 5:45:31 PM,DWG To PDF.pc310/04/22