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UP
NOTE:
DAMP OR WATER PROOFING
ALSO APPLIES TO THIS WALL
17'-73
4"
TO ℄
STEEL BEAM / COLUMN
13'-1"
TO ℄
STEEL COLUMN
CONTROL JOINT
4" x 8" x 8"d. BEAM POCKET
4'-2 1
2 "
TO NOSING
3'-11"
TO NOSING
8'-41
2"
4'-0" 3'-6"
FD
BASEMENT
W8 x 24 STEEL BEAM
8"
8"
4'-2"
CONTROL JOINT
42" x 42" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3
1
2"
FROM T/ SLAB
4" Ø 11ga STEEL COLUMN
3" Ø SCH40 STEEL COLUMN
INSULATE FLAT FRAMED WALL
w/ 2" THERMAX
NOTE:
FLOOR SLAB STEPS UP
5'-11
2" @ 5'-5"h.
FOUNDATION WALL
6'-3"
HOLD T/ GARAGE SLAB
DOWN 3" FROM T/ FDN.
& SLOPE TO O.H. DOOR
11'-81
2"
TO ℄
PIER / FT'G.
10'-0
1
2"
TO ℄
PIER / FT'G.
FURNACE
WH
PREF'D
EJECTOR
LOCATION
WATER
SOFT. R.I.
LOCATION
PREF'D
SUMP
LOCATION
REC ROOM
4'-0"d. HORIZONTAL & 12"d.
VERTICAL PERIMETER INSULATION
- REFER TO GENERAL NOTES
FOR R-VALUE
6" SLEEVE THRU
BASEMENT FOOTING FOR
CONTINUOUS DRAIN TILE
HANDRAIL
- ONE SIDE
(2) 2x4 JACK
STUDS
3" Ø PVC RADON
REDUCTION PIPE
- SEE DTL. 03/D2.1
8" C.I.P. CONCRETE
FOUNDATION WALLS
4" x 4" LEDGE @ TOP OF
WALL FOR SLAB SUPPORT
HOLD T/ WALL DOWN 4" FOR SLAB
POUR-THRU @ STAIR LANDING
6" SLEEVE THRU
BASEMENT FOOTING FOR
CONTINUOUS DRAIN TILE
3 5'-0"
1
2 "
8'-6"
5
1
2"
36" VANITY
31
2" 3
1
2"
10'-9"
TO ℄
SHOWER DRAIN
13'-1"
7'-9 1
2"
9'-3"
TO ℄
TOILET DRAIN
GROUNDING ROD, KY ONLY
- PREF. LOCATION
- SEE DTL. 05/D2.1
9'-11"
TO ℄
FLOOR DRAIN
12'-10"
TO ℄
STEEL COLUMN
12'-83
4"
TO ℄
RADON PIPE
INC
22'-71
2"
8'-0"h. FOUNDATION WALL
8"
20'-6"
17'-4 3
4"
TO ℄
STEEL BEAM / COLUMN
12'-31
2"
TO ℄
FLOOR DRAIN
6'-5
3
4"
TO ℄
RADON PIPE
8"
VERTICAL CONTROL JOINT
- SEE DTL. 01/D2.1
18'-1"
22'-11
2"
TO ℄
STEEL COLUMN
8"
4" Ø 11ga STEEL COLUMN
42" x 18" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3
1
2"
FROM T/ SLAB
2 '-0"
WALL
3'-0"
HAUNCH
2x4 LET-IN FOR
#4 RE-BAR @ 11" o.c.
- SIDE TO SIDE
#4 RE-BAR @ 18" o.c.
- FRONT TO BACK
- PLACED ABOVE SIDE
TO SIDE BARS IN SLAB
- PLACED BELOW FRONT
TO BACK BARS IN SLAB
SLAB SUPPORT
2 '-2"
WALL
2'-10"
WALL
2 '-3"
20'-47
8"
TO ℄
TOILET DRAIN
17'-73
8"
TO ℄
SHOWER DRAIN
UP
5'-10"
GUARDRAIL
- BOTH SIDES
- NAIL FLATS TO STUD WALL
25'-0"
TO NOSING
24'-10"
TO SINK WALL
5'-4
5
8"
TO ℄
SINK
19'-3" 8"
HOLD T/ GARAGE SLAB
DOWN 3" FROM T/ FDN.
& SLOPE TO O.H. DOOR
41
2"
5
1
2"
41
2"
5
1
2"
1'-81
2"
ROUGH-IN
FULL BATH
DETECTOR
110V SMOKE
8" x 18" C.I.P.
CONCRETE FOOTINGS
REFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
48" x 48" x 18" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3
1
2"
FROM T/ SLAB
OPTIONAL
WINDOW WELL
OPTIONAL
WINDOW WELL
2x4 NOTCH SLOPED 3" FROM REAR
TO FRONT FOR SLAB SUPPORT
- SEE DTL. 10/D2.1
UNEXCAVATED
WET BAR ROUGH-IN
B
A
C
D
UNEXCAVATED
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
REFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
2x4 NOTCH SLOPED 3" FROM REAR
TO FRONT FOR SLAB SUPPORT
- SEE DTL. 10/D2.1
- STUBBED OUT & LOOPED
#4 RE-BAR
HOLD T/ HAUNCH & WALL DOWN LINE OF PORCH ABOVE
3
1
2" FROM T/ FDN. WALL
19'-3"
5'-5"h. FOUNDATION WALL
5 1/2" x 4 1/2" BOX-OUT
- AT EACH SIDE OF DOOR
5'-0"
2 '-8"
8" 18'-8" 8"
8'-0" FOUNDATION
4 1
2"
11'-71
2 " 8"
18'-8"
8" 22'-4"
NOTE:
4'-0"h. FDN. WALLS AT
GARAGE & LOWER LEVEL
- UNLESS OTHERWISE
NOTED IN FIELD FILE
- (1) NO. 4 REBAR CONT. @
TOP & BOTTOM
REFER TO DETAIL SHEET D2.3 FOR
DOVETAILS FOR SIDING TO GRADE
NOTE:
31
2"8"
10'-61
2" 8"
10'-91
2" 5"3"
12'-41
2" 3" 8'-6" 3"
23'-41
2" 12 '-7
1
2" 7'-8
1
2" 12'-0"
1'-101
2" 9'-0"
1'-11
2"
67'-81
2"
36'-3" 5'-2" 7'-11
1
2"
2'-11" 49'-4
1
2"
52'-3
1
2"
16'-3
1
2" 20'-0"
19'-11
2" 12'-7"
68'-0"
3" 15'-6" 3" 1'-7
3
4" 3'-1
1
2" 17'-6
1
4"
3'-7
1
2" 16'-0" 4'-4"
22'-3
1
2" 2'-5" 4'-0"
52 '-8"
LINE OF 3'-0"w. x 4'-0"d. LANDING
w/ STEPS TO GRADE ABV
FOUNDATION DIAGONALS
A B
A 0" A 49'-4 1/2"
B 49'-4 1/2" B 0"
C 80'-5 3/16" C 68'-3 5/8"
D 55'-9 21/32" D 76'-7 31/32"
TALLYNS RIDGE
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:
# 9/10/2018 4:16 PM
CHRISTOPHER MALEK
1 4385 TALLYN WAY
PAXTON
57-500-PAXTON COASTAL CLASSIC WITH BRICK & STONE
CARMEL, IN
6
05/201 7
JMP/TJE
----
----
----
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fieldspecchange@fischerhomes.com
AMANDA MALEK 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"
10/04/18
William Hohlt