HomeMy WebLinkAboutS001REFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
UP
B
12
D2.1
REFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
A
D
UP
51
08
D2.1
06
D2.1
06
D2.1
C
26 1
13
D2.1
21
08
D2.1
08
D2.1
01
D2.2
01
A1.1
9'-0" FOUNDATION
HANDRAIL
FD
WH
FURNACE
PREF'D
SUMP
LOCATION
9'-10"
DETECTOR
110V SMOKE
3'-7"
TO NOSING
9'-612"
11'-1014"
TO β OF COLUMN
9'-53 4"
TO β PIER / FT'G.10'-814"TOβ PIER / FT'G.Β*D$'-867$%/(
STEEL COLUMN
W8 x 18 STEEL BEAM
39" x 39" x 15" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB
3" Ø PVC RADON
REDUCTION PIPE
- SEE DTL. 02/D2.1
UNEXCAVATED CONTROL JOINTCONTROL JOINTBASEMENT
3'-634" 3'-634"3'-7"
TO NOSING
30" x 30" x 12" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB
HOLD T/ GARAGE SLAB
DOWN 1" FROM T/ FDN.
& SLOPE TO O.H. DOOR
2x4 NOTCH SLOPED 3"
FROM REAR TO FRONT
FOR SLAB SUPPORT
- SEE DTL. 10/D2.1
9'-53 4"
TO β PIER / FT'G.
UNEXCAVATED
HOLD T/ GARAGE SLAB
DOWN 1" FROM T/ FDN.
& SLOPE TO O.H. DOOR
UNEXCAVATED
19'-314"TO β OF STL. BEAM13'-4" 10" 21'-1012" 18'-712"19'-512"19'-234"TO β OF STL. BEAM10"20'-312" 10"
20'-5"
TO NOSING
12'-312"
TO β OF COLUMN
19'-3"
HOLD T/ WALL DOWN 112"
FROM T/ FDN. WALL
#4 REBAR @ 18" o.c.
- FRONT TO BACK
5'-10"
4'-7" 10"
5'-2" 10" 10" 3056 SH 3056 SH2868
10"2'-10"16'-0"w. X 12'-0"d. CONCRETE PATIO
NOTE:
BRICK CURBING AS REQUIRED
PER COMMUNITY FEATURES
- STEP LOCATIONS AND DEPTH
PER STANDARDS AND
GUIDELINES ON DTL. SHT. D2.0
C.I.P. CONCRETE FT'G
- REFER TO DETAILS, SHEET D5.0
11'-734"TOβ FOOTING7'-73 4"
TO β FOOTING
7'-73 4"
TO β FOOTING
16'-41 4"
TO β FOOTING
LINE OF DECK ABOVE 18'-314"β OF WET WALL6'-15 8"
β OF WET BARWET BAR R/I30'-712" 10"15'-4"19'-8"
11'-512"
TO β OF COLUMN
W8 x 18 STEEL BEAM
11'-512"
TO β OF COLUMN 11'-6"TO β OF BEAMΒ*D$'-867$%/(
STEEL COLUMN
- TYPICAL
10" STEP FOUNDATION WALL FORSIDING TO GRADE PERSTANDARDS AND GUIDELINESON DTL. SHT. D2.3Β*$$'-867$%/(
STEEL COLUMN
10'-101 4"
TO β OF COLUMN
8" 21'-212" FULL BATH
ROUGH-IN 11'-11"TOβ SHW'R DRAIN5'-0"8'-912"10'-5"14'-91316"
17'-1012"
GARAGE SERVICE DOOR ABV
MO: 37 1/2"w x 12"d.
- HOLD DOWN WALL 12"
FOR SLAB POUR-THRU
- w/ 1" WEATHERLIP
- DTL. 01/D2.2
11'-0"1'-0"
Β*D$'-867$%/(
STEEL COLUMN
Β6&+$'-867$%/(
STEEL COLUMN
- TYPICAL
48" x 48" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB
12" x 24" x 12" BUMPOUT TO
WALL STRIP FOOTING
- HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB
15" x 30" x 12" BUMPOUT TO
WALL STRIP FOOTING
- HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB 8" 1'-6"12"8" x 18" PILASTER
- w/ (4) 8' #4 REBAR (4' INTO
PILASTER & 4' INTO GARAGE SLAB)
- HOLD T/ PILASTER DOWN 8"
FROM T/ FDN
12" C.I.P. CONCRETE WALL
- THIS WALL ONLY
8" x 22" C.I.P.
CONCRETE FOOTING
- THIS WALL ONLY
4" x 12" x 8 18"d.
BEAM POCKET
CONTROL JOINT
CONTROL JOINT6'-3"
2x4 BEARING WALL ON
8"d x 18"w C.I.P
CONCRETE FOOTING
-DOUBLE STUDS @ 19.2" o.c.
- ALIGN w/ JOISTS
-7'-10" h. w/ P.T. SILL β
-SEE DTL. 04/D2.1 FOR
FOOTING INFO.
312"4'-5"FROMβ FT'G TO β FT'G3'-312"
FROM βTO β7'-4"WALL5'-4"WALLPREF'D
EJECTOR
LOCATION
WATER
SOFT. R.I.
LOCATION
10"
SET T/ WINDOWS @ 7'-11 3
4" ABV. SLAB
13'-5"8" 1'-3" 7'-812" 8" 32'-1012" 6" 8'-0"6"
15'-4"41'-3" 1'-212" 9'-0"1'-912"
68'-7"2'-0" 40'-2" 12'-0"54'-2"3'-912"3'-412" 4'-10" 20'-0"
32'-0"24'-7" 12'-0"
68'-7"6" 15'-0" 6" 1'-1114" 3'-112" 17'-614"3'-214" 16'-0" 2'-434" 22'-7" 10'-0"54'-2"512"3056 SH
5'-11"18'-412"
2 2
WILLIAML.KAUFH O L Z
A RCHITECTFOUNDATION DIAGONALS
A B
A 0" A 40'-2"
B 40'-2" B 0"
C 76'-11 17/32" C 57'-10 3/32"
D 56'-7 7/16" D 70'-6 13/16" OVERBROOK FARMSREASON FOR PLOT: PLOT DATE:Job No.
Sheet No.IN HOMESITE NO.OFFICE REVIEW:MASTER BY: DATE: C DATE: 3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHT ALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO: DATE: PERMIT: SIGN-OFF: CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:3/9/2020 12:25 PM# OBF011040000MITCHELL WISE4009 BEAR CREEK WAYLELAND57-442-LELAND COASTAL CLASSIC WITH BRICK & STONECARMEL, IN10405/2017-------- ------------ --------------------------------fieldspecchange@fischerhomes.comREVISED BY:---- THERESA WISEARCH. SPECIALIST:SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLC----A2.0
SCALE = 1'-0"
FOUNDATION PLAN
1/4"01
FOUNDATION PLAN NOTE:
1. FOUNDATION WALLS SHADED AS
TO BE SET AT T/ FDN ELEVATION
PER PLOT PLAN
2. FOUNDATION WALLS UNSHADED
TO BE DROPPED AS NOTED ON
FOUNDATION PLAN
FLOOR PLAN NOTE:
1. ALL EXTERIOR WALLS SHALL BE
FRAMED @ 16" o.c.
2. INTERIOR WALLS SHADED AS
INDICATES INTERIOR LOAD BEARING WALL TO
BE FRAMED @ 19.2" o.c. (UNLESS OTHERWISE
NOTED ON PLAN)
- ALIGN JOISTS w/ STUDS.
3. INTERIOR WALLS SHADED AS
INDICATES INTERIOR WALLS TO BE FRAMED
@ 16" o.c.
04/17/20
William Hohlt