HomeMy WebLinkAboutS100.1 - First Floor - LeftMATCH LINE RIGHT
SIDE
LEFT
SIDE
166'-8"
8'-0" 27'-0" 18'-8" 60'-4"
166'-8"
16'-0" 10'-0" 8'-0" 37'-8" 42'-4"54'-0" 14'-0" K-3322-RAGABRIELLETOILETS VITREOUS CHINA 9'-6" 5'-0" 20'-0"6'-0"1'-0"6" 18'-0"1'-0"POOL 24' X 24'
UC.
ref.
ice
wine
6"46'-6" 2'-0" 5'-0" 20'-0"4'-6" 4'-0" 4'-0" 4'-0" LAUNDRY
BUTLER'S
PANTRY
GEAR
KITCHEN
4 - BAY
GARAGE
TRASH
STORAGE
/ BIKES
GATHERING
DINING
FOYER
COVERED
TERRACE
OFFICE
24'-0"10'-7 1/4" 1'-4" 10"
1'-0" 9'-0"1'-0"9'-0"
6" 24'-0" 2'-0"6"7'-0"
5 1/2"
10'-8 1/2"
5 1/2"
23'-5 1/2"1'-0"12'-0"1'-0"8'-0"
5 1/2"
3/0
8/0
3/0
8/0
3/0
8/0
3/0
8/0
3/0
8/0
pd.
3/0
8/0
pd.
3/0
8/0
pr.
2/6
8/0
pr.
2/6
8/09'-0"5'-0"1'-4"4'-8" 8'-0" 4'-8"1'-4"20'-0"6"
15'-0"
6"
3'-1" 4'-5" 2'-6"
2'-4" 36'-8"
2'-5" 9'-0"1'-0"9'-0"1'-0"9'-0"
8'-10 3/4"
5 1/2"
8'-6"
9 1/4"
2'-0" 4'-5 3/4" 10'-6" 6'-5 3/4"
22'-7"9'-4" 1'-4" 17'-4"1'-4"12'-4" 24'-0"6"
9'-0"
℄ 39'-11"
DW.DW.
60"
range
℄
℄
2'-1"
5 1/2"MATCH LINERIGHT
SIDE
LEFT
SIDE
6"47'-6 1/2" 6"7'-11 1/2" 6" 7'-0"6"13'-0"6"2'-6" 10'-0" 2'-0" 10'-0" 2'-0" 10'-0" 2'-0" 10'-0" 5'-6"OUTDOOR
ENTERTAINING
GRILLE
PORCH
48"
GRILLE UP 22 R. dn 20 R. 10'x8' OHD. WITH(3)- 1 3/4" X 18" LVLHEADERS AS REQUIRED10'x8' OHD. WITH(3)- 1 3/4" X 18" LVLHEADERS AS REQUIRED10'x8' OHD. WITH(3)- 1 3/4" X 18" LVLHEADERS AS REQUIRED3/0
8/0
3/0
8/08'x8' OHD. WITH(3)- 1 3/4" X 18" LVLHEADERS AS REQUIRED8'x8' OHD. WITH(3)- 1 3/4" X 18" LVLHEADERS AS REQUIRED3'-0" 8'-0" 3'-0"21'-0"89'-0"8'-0" 8'-0"3'-0" 8'-0" 3'-0"14'-0"3'-0"6"2'-6"21'-0" 5'-0" 6" 6'-0 1/2"
5 1/2"
2'-0" 4'-0" 4'-0" 24'-2"5'-8" 6" 9'-0"5 1/2"8'-6 1/2"5 1/2"4'-1" 9'-2"5 1/2"7'-0"10'-0" 5'-3" 5"40'-1 1/2" 13'-4 1/2" 6"6"7'-5"5'-4" 21'-8" 9'-1" 9'-7" 11'-8 1/4" 18'-8 3/4" 11'-0" 11'-0"28'-0"9'-4" 24'-1" 12'-10" 8'-2" 1'-4"7'-6"1'-4" 11'-6" 11'-6"
3636-2 HD. @
13'-6" OVER 6/0
10/0 PIVOT DR.
10'-1 1/2" 6" 10'-4" 4'-6 1/4" 18'-0" 4'-3 3/4"
℄
℄
℄5'-6"2'-6" 12'-0"1'-0"12'-0" 5 1/2"5'-6 1/2" 1'-6" 3'-0"
BIRMINGHAM
BIR50
FIREPLACE
12' clg.
12' clg.
12' clg.
10'
clg.
FLR. TRUSSES @ MFGR.RECOMMENDED
SPACING AND DEPTHG.C. VERIFY
cathedral clg.
FLR. TRUSSES @ MFGR. RECOMMENDED
SPACING AND DEPTHG.C. VERIFY
FLR. TRUSSES @ MFGR.RECOMMENDED
SPACING AND DEPTHG.C. VERIFY
CATH. CLG.
CATH. CLG.
CATH. CLG.
DECORATIVE
COLUMNs TYP.
9/0 10/0
folding
exterior
doors
9/0 10/0
folding
exterior
doors
℄
16' clg.
16' clg.VAULT CEILING WITHEXPOSED BEAMSVAULT clg.
3060-3
HD. @ 108"
D.
W.
126" X 48"
ISLAND
r/f.
r/f.
OVER
STACK4'-0" 5 1/2" 3'-0" 5 1/2"2'-6" 3'-4 1/2" 3'-8"
48"
V.
toiletries
2'-8 1/2"
PR. 2/6
8/0 FULL
GLASS12'-8"10"8'-0"27'-4" COLUMN TO COLUMN 11'-6 5/8"11'-3 1/2"
11'-8 3/4" 11'-8 3/4"
4 5/8"
2'-8 3/4" 3'-9 3/4"
1'-1"
9'-0" 9'-0" 1'-4 7/8"
℄
SPECIAL NOTE:
DESIGN ALL 2ND FLOOR
"TRUSS JOIST" WITH A
DEFLECTION NOT TO
EXCEED L/720. TYPICAL.sTEP
11'-3 1/2"
9'-0" 12'-10"
3036-4 HD. @
13'-6" over
6096-2 hd. @
10'-0"
3036-4 HD. @
13'-6" over
6096-2 hd. @
10'-0"
1
A-7.0
1
A-7.0
10'x8' OHD. WITH(3)- 1 3/4" X 18" LVLHEADERS AS REQUIRED1
A-7.1
1
A-7.1
HALL
12' clg.
COVERED
PORCH
14' clg.
12' clg.
12'
clg. 49'-0" 7'-0"
6"
6"
6"
6"
3'-0 1/4"
1'-6"
8'-9 1/2"
1'-4"1'-5 7/8"1'-4"11'-3 1/2"
11'-3 1/2"
11'-2 3/4"1'-4"2'-0" 7'-0" 6" 5 1/2" 8'-6 1/2" 5 1/2"12'-6 1/2"5 1/2"6'-0"5 1/2" 9'-4"5656-3 trans.
over 5684-3
hd. @ 15'-6"
6 1/8" 9 7/8" 8" 8"
1
A-7.2
1
A-7.2
138.5" X
48"
ISLAND
FOOD
PANTRY
12' clg.
12' clg.
3284-3 HD.
@ 108"3 1/4"20'-10 3/4" 6" 2 3/4"13'-3 1/4" 10'-0" 10'-0"5'-0"8"18'-8"8"cathedral clg.cathedral clg. cathedral clg.3'-0"cathedral clg. cathedral clg.
SPECIAL NOTE:
SEE 2ND FLOOR PLAN
FOR BEAM AND TRUSS
LAYOUT IN THE AREA
4'-8" 2'-4" 3'-6 1/4"3672-1
hd. @
96"
2448-1
hd. @
96"
3248-1
hd. @
96"
3248-1
hd. @
96"
3/0 8/0
screened
door
BIRMINGHAM
BIR50
FIREPLACE
RAISED
HEARTH
RAISED
HEARTH
3/0 8/0
screened
door
6" 1'-6"5 1/2"
4'-4"
STOR.pR. 1/8
8/0 PD.
2'-5" 2'-2" 7'-8" 2'-2"2'-5"
RAISED
HEARTH
6'-0" 6'-0"SHLVS.
SHLVS.
SINK 3 1/4"1'-4"
BULKHEAD @
11'-0" TYP.
6'-1" 6'-1"4'-0"3'-0"MIN. 1'-4" 3'-10" 3'-10"1'-4"
fZR.
PR. 2/0
8/0 PD.
2'-2 3/4" 6'-8"
12" X 12"
BOXED
COLUMN
4 5/8" 4 5/8"
INDICATES
2X10 WALL
BUILT-IN STORAGE
CABINETS DESIGN TBD.
RAILING
LINE OF w21x55 STEEL BEAM ABOVE FOR SECOND FLOOR, WALL, AND ROOF SUPPORT.
FIRST FLOOR PLAN NOTES:
THESE NOTES APPLY TO THIS SHEET 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.
LINE OF SECOND FLOOR ABOVE.
DROPPED (3) -PLY X 11 1/4" LVL WOOD BEAM ABOVE - G.C. VERIFY SIZE.
PROVIDE SIMPSON STRONG TIE BEAM CONNECTION HERE. G.C. VERIFY TYPE.
2"x 6" lsl wall at KITCHEN VAULT AND 15'-0" ceiling areas.
LINE OF HSS12 x 6 X 1/2 STEEL tube ABOVE FOR ROOF SUPPORT.
wood beam bottom flush in 2nd floor framing system.
LINE OF HSS10 X 4 X 5/16 steel tube hung from steel beams at each end for
sliding pocket door support.
FOLD UP WINDOW. G.C. VERIFY SIZE.
COUNTER TOP AT 42" A.F.F. MATERIAL TBS.
stone wainscot. sill at 2'-0" a.f.f.
motorized retractable wall screens with recessed tracts.
BULKHEAD AT 10'-0" OVER BAR AREA.
18'-0" WIDE BY 10'-0" TALL MULTI-SLIDE POCKET DOORS.
3648-1, 3648-2, & 3648-1 TRANSOM OVER MULTI-SLIDE DOORS HEAD AT 17'-4" A.F.F.
WOOD TRIMMED BULKHEAD ABOVE TO ENCLOSE STEEL TUBE SUPPORT FOR ROOF FRAMING
AND RETRACTABLE SCREEN ROLLER. TRIM BULKHEAD TO SIMULATE A HEAVY TIMBER
BEAM. G.C. VERIFY EXACT SIZE REQUIRED. BOTTOM OF BULKHEAD AT 10'-0" A.F.F.
provide access to the screen roller assembly verify w/ g.c.
window well. exact material and size tbd.
LINE OF w12x19 STEEL beam ABOVE FOR ROOF SUPPORT.
DROPPED (3) -PLY X 11 7/8" LVL WOOD BEAM ABOVE - G.C. VERIFY SIZE.
(2) -PLY X 7 1/4" LVL WOOD BEAM ABOVE - G.C. VERIFY SIZE.
(3) -PLY X 11 7/8" LVL header at window openings - G.C. VERIFY SIZE.
FIRST FLOOR SQ. FT.
5,163 S.F. FINISHED LIVING
557 S.F. COVERED TERRACE
326 S.F. FRONT PORCH
986 S.F. OUTDOOR ENTERTAINING
1,675 S.F. GARAGE & CART
153 S.F. GRILLE PORCH
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 FIRST FLOOR PLAN - LEFT SIDE
SCALE: 1/4" = 1'-0"
ENLARGED
FIRST FLR PLAN
- RIGHT SIDE
A-4.2
U:\02-RESIDENTIAL L-Z\Nance, G\2020-0616_Fancher\01-CDs\2020-0710_Fancher_FF Plan.dwg, 10/20/2020 7:19:38 PM,_DWG To PDF.pc312/08/20