HomeMy WebLinkAboutS100.2 - First Floor - RightWIC.
10' clg.MATCH LINE RIGHT
SIDE
LEFT
SIDE
K-3322-RAGABRIELLETOILETSVITREOUS CHINA
K-3322-RAGABRIELLETOILETSVITREOUSCHINA
K-3322-RAGABRIELLETOILETSVITREOUS CHINA
SPA TUB
166'-8"
60'-4" 15'-4" 8'-8" 12'-8" 16'-0"67'-0"7'-0" 2'-0" 17'-0" 16'-0" 6'-0" 10'-0"166'-8"
42'-4" 19'-0" 14'-0" 5'-8"9'-6" 5'-0" 20'-0"6'-0"1'-0"6" 18'-0"1'-0"POOL 24' X 24'6"46'-6" 2'-0" 5'-0" 20'-0"4'-6" 4'-0" 4'-0" 4'-0" KITCHEN
GATHERING
DINING
FOYER
COVERED
TERRACE
OFFICE
GUEST
SUITE
KING
KING
WIC.
HIS
HER'S
MASTER
SUITE
6" 8'-7"5 1/2"15'-6" 6'-6"5 1/2"8'-0 1/2" 17'-0" 6" 12'-0"6" 18'-0"1'-0"6" 18'-0"5 1/2"6'-0" 6" 4'-0" 5 1/2" 4'-6 1/2" 6"6"15'-0" 5 1/2"8'-0"
8'-5"24'-0" 10'-7 1/4"
5 1/2"
6'-6"
5 1/2" 5 1/2"
6'-8"
5 1/2"
15'-0" 6"
1'-0" 9'-0"1'-0" 9'-0"1'-0" 9'-0"
6"
6'-0"
5 1/2"
5'-4"
5 1/2"
5'-9"
23'-5 1/2"1'-0"12'-0"1'-0"8'-0"
5 1/2"
14'-6"
5 1/2"
6'-6 1/2"
5 1/2"
16'-0"6"
5'-2"
BENCH
LUGGAGE
STEAM
SHOWER
3/0
8/0
3/0
8/0
pr.
2/6
8/0
pr.
2/6
8/0
3/0
8/0
pd.
3/0
8/0
pd.
3/0
8/0
2'-5" 9'-0" 1'-0" 9'-0" 1'-0" 9'-0"1'-0"9'-0" 11"
10'-6" 6'-5 3/4"
22'-7"1'-4" 17'-4"1'-4"12'-4" 24'-0"6"
9'-0"
℄ 39'-11"
DW.DW.
60"
range
℄
℄
8' X 8'
SPA
2'-1"
5 1/2"
11'-11 1/2"
5 1/2"
6'-6 1/2"5 1/2" 8'-0" 5 1/2" 3'-7" 5 1/2" 5'-0" 5 1/2"MATCH LINERIGHT
SIDE
LEFT
SIDE
OUTDOOR
ENTERTAINING
24'-2"
18'-8 3/4" 11'-0" 11'-0" 7'-11" 7'-8" 7'-8" 28'-0"8'-0" 24'-1" 12'-10" 1'-7"8'-2" 1'-4"7'-6"1'-4" 11'-6" 11'-6" 1'-4" 11"
6"
3'-4"
5 1/2"
4'-0"
5 1/2"
6'-1"2'-0" 3/0 8/0
pd.s&rs&r
shlvs.
3636-2 HD. @
13'-6" OVER 6/0
10/0 PIVOT DR.
18'-0" 4'-3 3/4"
℄
℄
℄5'-6"2'-6" 12'-0"1'-0"12'-0" 5 1/2"5'-6 1/2" 7'-0 1/2"6" 8'-5"12'-6"6'-0"1'-0"6'-0" 6'-0"1'-0"7'-6" 5'-0"13'-0" 1'-6" 3'-0"
BIRMINGHAM
BIR50
FIREPLACE
CATH. CLG.
CATH. CLG.
CATH. CLG.
s&rs&r
s&r
s&rs&rs&rs&r42"
makeup
60"
v.
shoes
bench8'-6"15' clg.
10' clg.
10' clg.
10' clg.
10' clg.
10' clg.
WIC.
10' clg.
DECORATIVE
COLUMNs TYP.
9/0 10/0
folding
exterior
doors
9/0 10/0
folding
exterior
doors
9/0 10/0
folding
exterior
doors
℄
16' clg.
16' clg.VAULT CEILING WITHEXPOSED BEAMSVAULT clg.
126" X 48"
ISLAND
PR. 3/0
8/0 FULL
GLASS
PR. 2/6
8/0 FULL
GLASS
5'-8" 3'-0" 3'-0" 7'-8 1/2" 1'-11 1/2" 8'-0" 8'-0"23'-0"3'-0" 20'-0"12'-0"
5 1/2"
pr.
2/6
8/0
60"
V.
11'-8 3/4"
3'-9 3/4"
1'-1"
9'-0"
℄
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
1
A-7.1
HALL
12' clg.
COVERED
PORCH
14' clg.
12'
clg.12' clg.
12'
clg. 49'-0" 5 1/2"7'-7"6"
1'-4"11'-3 1/2"
11'-3 1/2"
2828-5
hd. @ 96"
3072-2
hd. @ 96"
3072-2
hd. @ 96"
3256-1
hd. @ 96"
3236-2
hd. @ 96"
3672-1
hd. @ 96"
5656-3 trans.
over 5684-3
hd. @ 15'-6"
8" 8"
2 3/4"13'-3 1/4" 10'-0" 10'-0" 10'-0" 11"
cathedral clg.
3/0 8/0
FIXED
DOOR
PANEL
3/0 8/0
FIXED
DOOR
PANEL
cathedral clg.
SPECIAL NOTE:
SEE 2ND FLOOR PLAN
FOR BEAM AND TRUSS
LAYOUT IN THE AREA
6054-1
hd. @ 96"
4'-6" 5'-0" 5'-0" 4'-6" 9'-10" 4'-2" 3'-0"
8860-1
corner
hd. @ 96"
3672-2
hd. @
96"
3672-2
hd. @
96"
3672-1
hd. @
96"
3/0 8/0
screened
door
RAISED
HEARTH
36" x 60"
islandbuilt-intoiletries108"
v.
pr. 1/6
8/0
barn
shelves
pd.
3/0
8/0
glass wall
flr. to clg.
RAIN
HEAD
recess floor
framing 4" -
no curb
7'-9 1/2" 8'-2 1/2"
2'-5"
11'-0"
pd.
3/0
8/0 2'-0"pr.
2/6
8/0
5 1/2"6'-0" 10'-0"
5 1/2"9'-0"7'-0"
6060-1
corner
hd. @ 96"
8'-4 1/2"8'-6 1/2"8'-2"6'-4 1/2"5 1/2""0" threshold
2'-11" 4'-2 1/2" 2'-5 1/2" 7'-4"
3'-2"9'-5 1/2"6'-8"4'-3" 4" 4'-0"2'-4"1'-0"10' clg.
10' clg.
PDR.
℄2'-2" 7'-8" 2'-2"2'-5"
11"
RAISED
HEARTH
6'-0" 6'-0"8'-0" 8'-0"3 1/4"1'-4"
BULKHEAD @
11'-0" TYP.
6'-0"
1'-4" 3'-10" 3'-10" 1'-4"
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 - RIGHT SIDE
SCALE: 1/4" = 1'-0"
ENLARGED
FIRST FLR PLAN
- RIGHT SIDE
A-4.1
U:\02-RESIDENTIAL L-Z\Nance, G\2020-0616_Fancher\01-CDs\2020-0710_Fancher_FF Plan.dwg, 10/20/2020 7:19:43 PM,_DWG To PDF.pc312/08/20