HomeMy WebLinkAboutS0012 2 01
A6.0 3D
08
D2.1
UPB C
GR
REFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
A
08
D2.13'-2"7'-012" 3'-812"
312"
7'-2"
4'-10"
TO NOSING (ABOVE)
NOTE:
2x4 BEARING WALL
- DOUBLE STUDS @ 19.2" o.c.
- ALIGN w/ JOISTS
- 8'-10" h. w/ P.T. SILL ⅊
- NO DRYWALL, NAIL GUARDRAIL
FLATS TO STUD WALL
W8 x 18 STEEL BEAM
42" x 42" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB
*D $'- 67((/ &2/801
BASEMENT
UNEXCAVATED
5'-31 4 "3'-73 4" 3'-734"8"thk. X 16"w SLAB
BEARING WALL SUPPORT
- DETAIL 04/D2.1
DETECTOR
110V SMOKE
3" Ø PVC RADON
REDUCTION PIPE
- SEE DTL. 02/D2.1
GUARDRAIL -
BOTH SIDES
HANDRAIL
- ONE SIDE
31
2"9'-10"TO ℄ PIER / FT'G.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
10'-0"
TO ℄ PIER / FT'G.9'-912"TO ℄ PIER / FT'G.10"10" 4" x 12" x 8 18"d.
BEAM POCKET
FD
3'-0"10" C.I.P. CONCRETE
FOUNDATION WALLS
3'-2"32"x15"16'-03 4"
TO ℄ STEEL COLUMN
10"32"x15"
HOPPER
32"x23"
HOPPER
36" x 36" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB15'-114"TO ℄ STEEL BEAM / COLUMN15'-4"CONTROL JOINTCONTROL JOINT10"5040 SL
-HOLD T/ WINDOW 10"
BELOW T/ FDN. WALL
VERTICAL CONTROL JOINT
- SEE DTL. 01/D2.1
CONTROL JOINT
W8 x 18 STEEL BEAM 11'-512" TO ℄ STEEL BEAM / COLUMN10"12'-0" *D $'- 67((/ &2/801
36" x 36" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB
10"20'-10"
TO ℄ STEEL COLUMN
15'-112"
TO ℄ FLOOR DRAIN
15'-534"TO ℄ STEEL BEAM / COLUMN13'-912" FURNACE
VERTICAL CONTROL JOINT
- SEE DTL. 01/D2.1
WH
OPTIONALWINDOW WELL OPTIONALWINDOW WELL8" x 20" C.I.P.
CONCRETE FOOTINGS
GROUNDING ROD
- PREF. LOCATION
- KY ONLY
2'-0"WALL3'-0"HAUNCH#4 RE-BAR @ 18" o.c.
- FRONT TO BACK
- PLACED ABOVE SIDE
TO SIDE BARS IN SLAB
#4 RE-BAR @ 11" o.c.
- SIDE TO SIDE
- PLACED BELOW FRONT
TO BACK BARS IN SLAB
LINE OF PORCH ABOVE
#4 RE-BAR
- STUBBED OUT &
LOOPED
HOLD DOWN HAUNCH
& WALL 3 12" FOR PORCH10"9'-512"TO ℄ OF SINK27'-111 4"
TO ℄ PLUMBING WALL
29'-9" 14'-6"312" 5'-0" 10'-512"
TO ℄ TUB DRAIN
13'-412"
TO ℄ TOILET DRAIN
FULL BATH
ROUGH-IN 912"1'-912"WET BAR
ROUGH-IN
12'-4"WATER
SOFT. R.I.
LOCATION
9'-0" FOUNDATION
PREF'D
EJECTOR
LOCATION
PREF'D
SUMP
LOCATION
2'-0" 8" 9'-1" 8" 9'-212" 8" 12'-7 1 2"
2'-0" 20'-312" 12'-712" 21'-8"
56'-7"9'-212" 10'-11 1 2" 2'-7 1 2" 4'-3 12"12'-4" 2'-0" 20'-2" 5'-2" 6'-11" 12'-0"58'-7"8'-312" 8'-312"
2'-0" 20'-5" 16'-7" 17'-7"
56'-7"3" 15'-6" 3"2'-4" 16'-0" 1'-0" 9'-0" 18'-3" 12'-0"58'-7"VERTICAL CONTROL JOINT
- SEE DTL. 01/D2.1
2'-0" 16'-01 4"
TO ℄ STEEL COLUMN
7'-512"
TO ℄ OF SINK 25'-4"TO ℄ PLUMBING WALLWET BAR
ROUGH-IN
FOUNDATION DIAGONALS
A B
A 0" A 32'-3"
B 32'-3" B 0"
C 63'-4 25/32" C 54'-7"
D 56'-5 7/32" D 71'-9 3/32" 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:1/14/2019 3:30 PM# TLR010100000
NAGENDRA TOMAR3291 TAMERLANE PLACECLAYTON
54-370-CLAYTON AMERICAN CLASSIC WITH BRICK CARMEL, IN10 05/2017MP------------------------------------------------fieldspecchange@fischerhomes.comREVISED BY:-------- ----SAPPHIRE TRADE SUPPORT
sapphiretradepartners@fischerhomes.com
Fischer 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.
01/31/19
William Hohlt