HomeMy WebLinkAboutS0018'-0" FOUNDATION
HANDRAIL
FD
WHFURNACE PREF'D
EJECTOR
LOCATION
PREF'D
SUMP
LOCATION
9'-10" 4'-1112" 8"3'-0"REFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
DETECTOR
110V SMOKE
5'-0" 3'-7"
TO NOSING
5'-3" 8"
8'-7"
11'-1014"
TO ℄ OF COLUMN
11'-01 4"
TO ℄ OF COLUMN
9'-8"
TO ℄ PIER / FT'G.10'-814"TO ℄ PIER / FT'G.4" Ø, 11 Ga ADJUSTABLE
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
39& 5$'21
REDUCTION PIPE
- SEE DTL. 02/D2.1
UNEXCAVATED 8" CONTROL JOINTCONTROL JOINTBASEMENT
3'-634" 3'-634" 3'-7"
TO NOSING
4" x 10" x 8 18"d.
BEAM POCKET
UP
UP
30" x 30" x 12" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB
B
18'-1112"19'-712"19'-434"TO ℄ OF STL. BEAM8"VERTICAL CONTROL JOINT
- SEE DTL. 01/D2.1
20'-512" 8"
21'-5"
TO NOSING
12'-512"
TO ℄ OF COLUMN
12
D2.1
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'-8"
TO ℄ PIER / FT'G.
FULL BATH
ROUGH-IN
12'-1"TO ℄ SHW'R DRAIN12'-312"
TO FLOOR DARIN
19'-11"
8"4'-0"WALL2'-0"WALL3'-0"HAUNCH3'-0"HAUNCH19'-514"TO ℄ OF STL. BEAM13'-6" 21'-1012" 8"5040 SL
-HOLD T/ WINDOW 10"
BELOW T/ FDN. WALL
12"
C
19'-11" 19'-4"
A
D
WINDOW WELL
- w/ DRAIN
- SAFETY COVER
08
D2.1
WATER
SOFT. R.I.
LOCATION5'-0"8'-912"5'-51 2" TO ℄ FOOTING3'-10 34"3'-83 4"
TO ℄ FOOTING
06
D2.110'-7"NOTE:
BRICK CURBING AS REQUIRED
PER COMMUNITY FEATURES
- STEP LOCATIONS AND DEPTH
PER STANDARDS AND
GUIDELINES ON DTL. SHT. D2.018'-514"WET WALL6'-35 8"
WET BAR R/I 30'-1112" 8"3" Ø, SCH40 ADJUSTABLE
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
11'-712"
TO ℄ OF COLUMN
W8 x 18 STEEL BEAM
11'-712"
TO ℄ OF COLUMN11'-8"TO ℄ OF BEAM15" x 30" x 12" BUMPOUT TO
WALL STRIP FOOTING
- HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB
3" Ø, 11 Ga ADJUSTABLE
STEEL COLUMN
- TYPICAL
VERTICAL CONTROL JOINT
- SEE DTL. 01/D2.1
14'-111316"
18'-012"
VERTICAL CONTROL JOINT
- SEE DTL. 01/D2.132"x15" HOPPER 32"x15"
HOPPER
SET T/ HOPPER WINDOWSAT T/ FOUNDATION WALL8" x 18" C.I.P.
CONCRETE FOOTINGS
8" CAST-IN-PLACE
CONCRETE WALLS
3"Ø 11 GA. ADJUSTABLE
STEEL COLUMN
8" 21'-212" 3 Ø, 11 Ga ADJUSTABLE
STEEL COLUMN
12" x 24" x 12" BUMPOUT TO
WALL STRIP FOOTING
- HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB
8"d. x 18"w. C.I.P
CONCRETE FOOTING
- SEE DTL. 04/D2.1
CONTROL JOINT
13'-5" 8" 1'-3" 7'-812" 8" 32'-1012"
15'-4" 41'-3"
56'-7"31'-1012" 4'-8" 3'-712"2'-0" 40'-2" 12'-0"54'-2"6'-212" 18'-4 12"
32'-0" 24'-7"
56'-7"3" 15'-6" 3"3'-214" 16'-0" 34'-1134"54'-2"15'-4" 35'-3" 8"
#4 RE-BAR
- STUBBED OUT & LOOPED
#4 REBAR @ 11" o.c.
- FRONT TO BACK
#4 REBAR @ 18" o.c.
- SIDE TO SIDE
8"
24" C.I.P CONC FOOTING
- SIM DTL 13/D5.0
- SEE DTL ON D5.0
8"
6'-3"CONTROL JOINT6 1
4" x 8" x 10-3/4"d.
BEAM POCKET
HOLD BEAM 1
2" FROM
FDN WALL & ADD PT
2x4 @ BOTTOM OF
BEAM IN POCKET
33" x 33" x 15" CONC. PAD
TO WALL STRIP FOOTING
- HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB
1'-1018"WILLIAM 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:2/19/2019 3:12 PM# TLR010230000
ADAM SOLOMON3284 TAMERLANE PLACELELAND
57-442-LELAND COASTAL CLASSIC WITH BRICK & STONE CARMEL, IN23 05/2017
----------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:----LORI SOLOMONSAPPHIRE 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.
03/21/19
Adam Schriner