HomeMy WebLinkAboutS001REFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
3
UP
B
12
D2.1
08
D2.1
REFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
A
D
UP
08
D2.1
06
D2.1
06
D2.1
C
13
D2.1
2 1
9'-0" FOUNDATION
HANDRAIL
FD
WH
FURNACE PREF'D
EJECTOR
LOCATION
PREF'D
SUMP
LOCATION
9'-10"
DETECTOR
110V SMOKE
3'-7"
TO NOSING
9'-612"
11'-1014"
TO ℄ OF COLUMN
9'-53 4"
TO ℄ PIER / FT'G.10'-814"TO ℄ PIER / FT'G. *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 JOINTCONTROL JOINTBASEMENT
3'-634" 3'-634"3'-7"
TO NOSING
LINE OF BAY ABOVE
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 ℄ PIER / FT'G.
HOLD T/ GARAGE SLAB
DOWN 1" FROM T/ FDN.
& SLOPE TO O.H. DOOR
UNEXCAVATED
3'-0"HAUNCH2'-0"WALLLINE OF PORCH ABOVECONTROL JOINT3'-0"HAUNCH19'-314"TO ℄ OF STL. BEAM11'-4"2'-0" 10" 19'-1012" 18'-7 12"19'-5 12"19'-234"TO ℄ OF STL. BEAM10"VERTICAL CONTROL JOINT
- SEE DTL. 01/D2.1
5040 SL
-HOLD T/ WINDOW 16"
BELOW T/ FDN. WALL
12"
20'-312" 10"
20'-5"
TO NOSING
12'-312"
TO ℄ OF COLUMN
19'-3"
HOLD T/ HAUNCH & WALL
DOWN 312" FROM T/ FDN.
WALL
#4 RE-BAR
- STUBBED OUT & LOOPED
#4 REBAR @ 18" o.c.
- FRONT TO BACK
#4 REBAR @ 11" o.c.
- SIDE TO SIDE
5'-10"
4'-7" 10"
5'-2" 10"10" WINDOW WELL
- w/ DRAIN
- SAFETY COVER
WATER
SOFT. R.I.
LOCATION 9'-214"℄ OF WET WALL6'-112"
℄ OF WET BAR
10"
C.I.P. CONCRETE FT'G
- REFER TO DETAILS, SHEET D5.0
3'-512"TO ℄ FOOTING5'-512"
TO ℄ FOOTING
37'-10"
TO ℄ FOOTING 2'-10"NOTE:
BRICK CURBING AS REQUIRED
PER COMMUNITY FEATURES
- STEP LOCATIONS AND DEPTH
PER STANDARDS AND
GUIDELINES ON DTL. SHT. D2.0 18'-712" 10"VERTICAL CONTROL JOINT
- SEE DTL. 01/D2.132"x23" HOPPER 32"x23"
HOPPER
SET T/ HOPPER WINDOWSAT T/ FOUNDATION WALL10" CAST-IN-PLACE
CONCRETE WALLS
8" x 20" C.I.P.
CONCRETE FOOTINGS
10'-101 4"
TO ℄ OF COLUMN
8" 21'-212" FULL BATH
ROUGH-IN
11'-11"TO ℄ SHW'R DRAIN5'-0"8'-912"10'-5"14'-91316"
17'-1012"
*D $'-867$%/(
STEEL COLUMN
12" x 24" x 12" BUMPOUT TO
WALL STRIP FOOTING
- HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB
4" x 12" x 8 18"d.
BEAM POCKET
6'-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 ⅊
- SEE DTL. 04/D2.1 FOR
FOOTING INFO.
312"
15'-7" 8" 9'-412" 8" 9'-412" 20'-3" 3" 8'-6" 3"
36'-0" 20'-7" 1'-212" 9'-0"
68'-7"31'-1012" 4'-8" 3'-712"2'-0" 40'-2" 44'-2"51'-1112" 3'-9"
55'-812" 12'-1012"
68'-7"3" 15'-6" 3"3'-214" 16'-0" 24'-1134"44'-2"22'-7"2'-434"2'-0"12"
11'-2" 10"8" 21'-1" 10"1'-91 2"
8"
4"
12'-112"
*D $'-867$%/(
STEEL COLUMN 1'-1134"TO ℄FOOTINGWILLIAM L.KAUF H OL Z
ARCHITECTTALLYNS RIDGEREASON FOR PLOT: PLOT DATE: Job No.
Sheet No.INHOMESITE NO. OFFICE REVIEW:MASTER BY: DATE: C DATE: 3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHT ALL RIGHTS RESERVED
FISCHER HOMES, Inc.JOB INFO:DATE: PERMIT: SIGN-OFF: CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:3/29/2019 10:28 AM# TLR010040000
TLR010040000 * MARKET HOME *14409 TALLYN WAYLELAND
57-442-LELAND WESTERN CRAFTSMAN WITH BRICKCARMEL, IN4 05/2017
----------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:-------- ----SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.com
Fischer Homes Indianapolis II, LLCA2.0
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.
04/18/19
Adam Schriner