HomeMy WebLinkAboutS0011'-4"
7'-81
8"
TO ℄
SINK
WET BAR ROUGH-IN
15'-111
2"
TO SINK WALL
11'-7"
FROM ℄
FOOTING TO FDN. WALL
XPANSION JOINT
ER TO DETAILS, SHEET D5.0
OF 12'-0"w. x 12'-0"d. PATIO
ER TO DETAILS, SHEET D5.0
. CONCRETE FT'G
ER TO DETAILS, SHEET D5.0
15'-1"
FROM ℄
FOOTING TO ℄
FOOTING
REFER TO DETAIL SHEET D2.3 FOR
DOVETAILS FOR SIDING TO GRADE
NOTE:
NOTE:
4'-0"h. FDN. WALLS AT
GARAGE & LOWER LEVEL
- UNLESS OTHERWISE
NOTED IN FIELD FILE
- (1) NO. 4 REBAR CONT. @
TOP & BOTTOM
84
8" 22'-7
1
2"
18'-9
1
2"
11'-3" 8"
9'-0" FOUNDATION
19'-0 8"
1
8" 2"
2'-8"
5'-1"
10"
19'-3"
6'-5"h. FOUNDATION WALL
2x4 NOTCH SLOPED 3" FROM REAR
TO FRONT FOR SLAB SUPPORT
- SEE DTL. 10/D2.1
REFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
GARAGE SERVICE DOOR
- MO: 37 1/2"w. x 12"d.
- HOLD DOWN WALL 12"
FOR SLAB POUR-THRU
- w/ 1" WEATHERLIP
- SEE DTL. 01/D2.2
UNEXCAVATED
VERTICAL CONTROL JOINT
- SEE DTL. 01/D2.1
D
C
A
B
UNEXCAVATED
2x4 NOTCH SLOPED 3" FROM REAR
TO FRONT FOR SLAB SUPPORT
- SEE DTL. 10/D2.1
OPTIONAL
WINDOW WELL
OPTIONAL
WINDOW WELL
42" x 18" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3
1
2"
FROM T/ SLAB
48" x 48" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3
1
2"
FROM T/ SLAB
REFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
8" x 20" C.I.P.
CONCRETE FOOTINGS
HALF BATH
ROUGH-IN
2'-9" 2'-3"
WALL
TO BACK BARS IN SLAB
- PLACED BELOW FRONT
TO SIDE BARS IN SLAB
- PLACED ABOVE SIDE
- FRONT TO BACK
#4 RE-BAR @ 18" o.c.
- SIDE TO SIDE
#4 RE-BAR @ 11" o.c.
LINE OF PORCH ABOVE
2x4 LET-IN FOR SLAB SUPPORT
HOLD T/ HAUNCH & WALL DOWN
3
1
2" FROM T/ FDN. WALL
#4 RE-BAR
- STUBBED OUT & LOOPED
3'-0"
HAUNCH
2'-0"
WALL
2'-2"
WALL
20'-4"
10"
22'-51
2"
9'-0"h. FOUNDATION WALL
INC
12'-63
4"
TO ℄
RADON PIPE
12'-8"
TO ℄
STEEL COLUMN
9'-9"
TO ℄
FLOOR DRAIN
VERTICAL CONTROL JOINT
- SEE DTL. 01/D2.1
10"
6'-3
3
4"
TO ℄
RADON PIPE
12'-11
2"
TO ℄
FLOOR DRAIN
17'-23
4"
TO ℄
STEEL BEAM / COLUMN
4" Ø 11ga STEEL COLUMN
17'-11 10"
1
2"
TO ℄
STEEL COLUMN
17'-11"
23'-2"
TO NOSING
7'-6"
UP
15'-8"
20'-27
8"
TO ℄
TOILET DRAIN
9'-3"
TO ℄
TOILET DRAIN
7'-91
2"
36" VANITY
5
1
2"
5'-9"
5'-0"
10" C.I.P. CONCRETE
FOUNDATION WALLS
9'-10
1
2"
TO ℄
PIER / FT'G.
NOTE:
FLOOR SLAB STEPS UP
6'-11
2" @ 6'-5"h.
FOUNDATION WALL
10"
2'-0"
HOLD T/ GARAGE SLAB
DOWN 3" FROM T/ FDN.
& SLOPE TO O.H. DOOR
19'-3" 8"
GROUNDING ROD, KY ONLY
- PREF. LOCATION
- SEE DTL. 05/D2.1
6" SLEEVE THRU
BASEMENT FOOTING FOR
CONTINUOUS DRAIN TILE
HOLD T/ WALL DOWN 4" FOR SLAB
POUR-THRU @ STAIR LANDING
4" x 4" LEDGE @ TOP OF
WALL FOR SLAB SUPPORT
3" Ø PVC RADON
REDUCTION PIPE
- SEE DTL. 03/D2.1
(2) 2x4 JACK
STUDS
HANDRAIL
- ONE SIDE
6" SLEEVE THRU
BASEMENT FOOTING FOR
CONTINUOUS DRAIN TILE
4'-0"d. HORIZONTAL & 12"d.
VERTICAL PERIMETER INSULATION
- REFER TO GENERAL NOTES
FOR R-VALUE
REC ROOM
PREF'D
SUMP
LOCATION
WATER
SOFT. R.I.
LOCATION
PREF'D
EJECTOR
LOCATION
WH
FURNACE
11'-81
2"
TO ℄
PIER / FT'G.
HOLD T/ GARAGE SLAB
DOWN 3" FROM T/ FDN.
& SLOPE TO O.H. DOOR
6'-3"
INSULATE FLAT FRAMED WALL
w/ 2" THERMAX
3" Ø SCH40 STEEL COLUMN
4" Ø 11ga STEEL COLUMN
42" x 42" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3
1
2"
FROM T/ SLAB
CONTROL JOINT
4'-2"
8"
W8 x 24 STEEL BEAM
BASEMENT
FD
4'-0" 3'-6"
8'-41
2"
3'-11"
TO NOSING
4'-21
2"
TO NOSING
4" x 8" x 8"d. BEAM POCKET
CONTROL JOINT
13'-1"
TO ℄
STEEL COLUMN
17'-73
4"
TO ℄
STEEL BEAM / COLUMN
NOTE:
DAMP OR WATER PROOFING
ALSO APPLIES TO THIS WALL
UP
GR
13'-8" 8" 8'-7
1
2" 5"3"
12'-41
2" 3" 8'-6" 3"
23'-41
2" 12'-7
1
2" 8'-5" 11'-7" 1'-7" 9'-0" 1'-5"
68'-0"
36'-3" 5'-2" 3'-11
1
2"
2'-11" 45'-4
1
2"
48'-31
2"
36'-3
1
2" 19'-1
1
2" 12'-7"
68'-0"
3" 15'-6" 3" 1'-11
1
4" 3'-1
1
2" 17'-6
1
4"
3'-11" 16'-0" 4'-0
1
2" 22'-7" 2'-5"
48'-111
2"
FOUNDATION DIAGONALS
A B
A 0" A 45'-4 1/2"
B 45'-4 1/2" B 0"
C 80'-5 3/16" C 68'-0 1/2"
D 56'-1 3/8" D 74'-4 19/32"
OVERBROOK FARMS
REASON FOR PLOT: PLOT DATE:
Job No.
Sheet No.
HOMESITE NO. IN
MASTER BY:
DATE:
C
DATE:
3940 OLYMPIC BLVDERLANGER, KY 41018
PH: (859) 341-4709
FIELD SPEC HOTLINE: (859) 341-4709
COPYRIGHT
ALL RIGHTS RESERVED
FISCHER HOMES, Inc.
JOB INFO:
DATE:
HOME TYPE:
PLAN:
# 12/18/2018 3:36 PM
PRADIPTYA SINHA
3984 BEAR CREEK WAY
PAXTON
57-500-PAXTON FRENCH MANOR WITH BRICK & STONE
CARMEL, IN
89
05/201 7
JMP/TJE
----
----
----
----
fieldspecchange@fischerhomes.com
RADHIKA MATHUR REVISED BY:---- SAPPHIRE TRADE SUPPORT
sapphiretradepartners@fischerhomes.com
Fischer Homes Indianapolis II, LLC f/k/a
Fischer Homes Indianapolis II, L.P.
SCALE = 1'-0"
FOUNDATION PLAN
01 1/4"
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. 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.
01/02/19
Adam Schriner