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