HomeMy WebLinkAbouts0019'-0" FOUNDATION
UNEXCAVATED
BASEMENT
9'-8"
℄ STEEL COLUMN
2x4 KEYWAY
FOR SLAB SUPPORT
LINE OF SLAB
ABOVECONTROL JOINTA
12'-0"
BEARING WALL 3'-7" 8" x 16" thk. SLAB
FOR BEARING WALL SUPPORT
- SEE DETAIL 09/D2.1
HANDRAIL
- ONE SIDE
GUARDRAIL
WH RADON PIPE
- DETAIL 03/D2.1
3
TO SWITCH ABOVE
DETECTOR
110V SMOKE
BEARING WALL
- DBL. 2x4 STUDS @ 19.2" o.c.
- ALINE w/ JOIST's ABOVE
- NO DRYWALL BELOW JOIST
- ATTACH GUARDRAILS TO STUDSCONTROL JOINT08
D2.1
C B
10"
10"19'-712" 11'-4" 17'-2"℄ STEEL BEAM3" Ø STEEL COLUMN
CONTROL JOINT7'-612" TO ℄ STEEL BEAM10"
5040 SL-HOLD T/ WINDOW 10"
BELOW T/ FDN. WALL
EGRESS WINDOW WELL
- w/ DRAIN
10" C.I.P. CONCRETE
FOUNDATION WALLS
10" C.I.P. CONCRETE
FOUNDATION WALLS
14'-112"
TO ℄ FLOOR DRAIN
3"Ø SCHEDULE 40
STEEL COLUMN
10" 1'-412"10" 4'-10"3'-5"
10" x 8" x 8 18"
BEAM LEDGE
24" x 24" x 12"
COLUMN FOOTING
- HOLD DOWN 3 12"
42" x 42" x 18"
COLUMN FOOTING
- HOLD DOWN 3 12"
3"Ø, 11 Ga. ADJUSTABLE
STEEL COLUMN
W8 x 18 STEEL BEAM
W8 x 18 STEEL BEAM
11'-4"
TO ℄ STEEL COLUMN
10"
19'-4"
TO NOSING (ABOVE)
13'-512"
TO ℄ STEEL COLUMN
10"19'-012" 32"x15"
HOPPER
32"x15"
HOPPER
8" x 20" C.I.P.
CONCRETE FOOTINGS
8" x 20" C.I.P.
CONCRETE FOOTINGS
17'-512"TO ℄ STEEL BEAM19'-5" 10"10"18'-6" 10"9'-8"
D 31'-712" 16'-2"2x4 NOTCH IN WALL
SLOPE 3" FROM REAR
WALL TOWARD GARAGE
DOOR DETAIL - 04/D2.1
9'-914"9'-914" 5'-0"
FULL BATH
ROUGH-IN 9'-538"TO ℄ SHOWER DRAIN18'-1"
HOLD T/ GARAGE SLAB
DOWN 1" FROM T/ FDN.
& SLOPE TO O.H. DOOR
15'-012"
FURNACE
PREF.
SUMP
LOCATION
PREF.
EJECTOR
LOCATION
08
D2.1 10" 1'-812" REFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
GROUNDING ROD
- PREF. LOCATION
- KY ONLY
WET BAR
ROUGH-IN
12'-1034"WATER
SOFTENER
LOCATION
8" 512"
4'-112"
TO NOSING
10'-10"
UP12'-278"TO ℄ TOILET DRAINVERTICAL CONTROL JOINT
-DTL. 01/D2.1
33"x33"x15" C.I.P. CONCRETE
COLUMN FOOTING
- HOLD T/FT'G. DOWN 3 12"
FROM T/SLAB
REFER TO DETAIL SHEET D2.3 FOR
DOVETAILS FOR SIDING TO GRADE
NOTE:
2x4 FLAT FRAMED
WALL
6"6"OPTIONAL WINDOW WELL OPTIONALWINDOW WELL27"x27"x12" C.I.P. CONCRETE
COLUMN FOOTING
- HOLD T/FT'G. DOWN 3 12"
FROM T/SLAB
12'-712"2'-2" 6'-4" 2'-2" 11'-812" 10'-8" 10'-1012"
56'-612"24'-101 2" 7'-2 1 2" 4'-2 12"1'-812" 36'-3 12" 7'-11"60'-412"6'-1112"26'-1134"
33'-1114"16'-3" 6'-434"
56'-7"3" 15'-6" 3"2'-0" 2'-512" 16'-0" 1'-4" 9'-0" 21'-8" 7'-11"60'-412"16'-7"
TO ℄ DRAIN
WILLIAM L.KAUF H OL Z
A RCHITECTFOUNDATION DIAGONALS
A B
A 0" A 36'-3 1/2"
B 36'-3 1/2" B 0"
C 67'-2 21/32" C 56'-7"
D 58'-3 15/32" D 75'-9 13/32"TALLYNS RIDGEREASON FOR PLOT: PLOT DATE: Job No.
Sheet No.INHOMESITE NO. OFFICE REVIEW:MASTER BY: DATE: C DATE: 3940 Olympic Blvd, suite 100 Erlanger, 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:8/10/2018 3:54 PM# TLR010090000
PRATIMA SHRESTHA3285 TAMERLANE PLACESTANTON57-460-STANTON ENGLISH ELEGANCE WITH BRICK & STONE CARMEL, IN9 05/2017
------------------------------------------------Masterpiece
fieldspecchange@fischerhomes.com
REVISED BY:----AJIT DHAKALSAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.com
Fischer Homes Indianapolis II, LLC f/k/aFischer Homes Indianapolis II, L.P.A2.0
SCALE = 1'-0"
FOUNDATION PLAN
1/4"01
08/29/18
William Hohlt