HomeMy WebLinkAboutS001REFER TO DETAIL SHEET D2.3 FOR
DOVETAILS FOR SIDING TO GRADE
NOTE:UPREFER TO DETAIL SHEET D2.0 FOR
GARAGE SLAB REBAR REQUIREMENT
NOTE:
08
D2.1
D
A
BC
08
D2.1
16'-7"
TO ℄ DRAIN
27"x27"x12" C.I.P. CONCRETE
COLUMN FOOTING
- HOLD T/FT'G. DOWN 3 12"
FROM T/SLAB
33"x33"x15" C.I.P. CONCRETE
COLUMN FOOTING
- HOLD T/FT'G. DOWN 3 12"
FROM T/SLAB
VERTICAL CONTROL JOINT
-DTL. 01/D2.112'-278"TO ℄ TOILET DRAIN10'-10" 3'-1112"
TO NOSING
512"
WATER
SOFTENER
LOCATION
12'-1034"WET BAR
ROUGH-IN
GROUNDING ROD
- PREF. LOCATION
- KY ONLY
8" 20'-3" 8"
PREF.
EJECTOR
LOCATION
PREF.
SUMP
LOCATION
FURNACE
HOLD T/ GARAGE SLAB
DOWN 1" FROM T/ FDN.
& SLOPE TO O.H. DOOR
3"Ø, 11 Ga. ADJUSTABLE
STEEL COLUMN
18'-1"9'-538"TO ℄ SHOWER DRAINROUGH-IN
FULL BATH
9'-914" 9'-9 14"2x4 NOTCH IN WALL
SLOPE 3" FROM REAR
WALL TOWARD GARAGE
DOOR DETAIL - 04/D2.1 14'-2"29'-712" 2'-0" 9'-8"
LINE OF
LANDING ABOVE
10"18'-6" 10"10"19'-5" 17'-512" TO ℄ STEEL BEAM8" x 20" C.I.P.
CONCRETE FOOTINGS
8" x 20" C.I.P.
CONCRETE FOOTINGS 32"x23"
HOPPER
32"x23"
HOPPER
19'-012" 10"
13'-512"
TO ℄ STEEL COLUMN
19'-4"
TO NOSING (ABOVE)
10" 11'-4"
TO ℄ STEEL COLUMN
W8 x 18 STEEL BEAM
3"Ø, 11 Ga. ADJUSTABLE
STEEL COLUMN
42" x 42" x 18"
COLUMN FOOTING
- HOLD DOWN 3 12"
24" x 24" x 12"
COLUMN FOOTING
- HOLD DOWN 3 12"10" x 8" x 8 18"
BEAM LEDGE
4'-10"10" 1'-412"10" 3"Ø SCHEDULE 40
STEEL COLUMN
14'-112"
TO ℄ FLOOR DRAIN
10" C.I.P. CONCRETE
FOUNDATION WALLS
10" C.I.P. CONCRETE
FOUNDATION WALLS
EGRESS WINDOW WELL
- w/ DRAIN
-HOLD T/ WINDOW 10"
BELOW T/ FDN. WALL
5040 SL10"7'-612" TO ℄ STEEL BEAMCONTROL JOINT
3" Ø STEEL COLUMN
11'-4" 17'-2"℄ STEEL BEAM19'-712" 10"
3'-5" 10"
#4 RE-BARS @ 11" o.c.
- SIDE TO SIDE
- PLACED BELOW FRONT TO
BACK BARS IN SLAB
#4 RE-BARS @ 18" o.c.
- FRONT TO BACK
- PLACED ABOVE SIDE TO
SIDE BARS IN SLAB
LINE OF PORCH ABOVE
#4 RE-BAR
- STUBBED OUT & LOOPED
8"
HOLD T/ WALL DOWN
3" FROM T/ FDN. WALL 2'-312"HAUNCH2'-0"WALL5'-7"8"CONTROL JOINTBEARING WALL
- DBL. 2x4 STUDS @ 19.2" o.c.
- ALINE w/ JOIST's ABOVE
- NO DRYWALL BELOW JOIST
- ATTACH GUARDRAILS TO STUDS
RADON PIPE
- DETAIL 03/D2.1
WH
HANDRAIL
- ONE SIDE
3'-7"12'-0"
BEARING WALL CONTROL JOINTW8 x 18 STEEL BEAM
9'-8"
℄ STEEL COLUMN
BASEMENT
UNEXCAVATED
9'-0" FOUNDATION
8"d. x 18"w. C.I.P
CONCRETE FOOTING
- SEE DTL. 04/D2.1
312"8"11'-2" 2'-10" 6'-3" 2'-10" 10'-1112"
35'-0"10'-4" 11'-3"
56'-7"24'-1012" 7'-2 1 2" 4'-2 12"2'-0" 14'-2" 36'-312" 7'-11"60'-412"6'-1112"26'-113 4"
33'-111 4"16'-3" 6'-43 4"
56'-7"3" 15'-6" 3"4'-512" 16'-0" 1'-4" 9'-0" 21'-8" 7'-11"60'-412"5'-912"
9'-612"
WOOD RAIL
20
D3.0
WILLIAM L.KAUF H OL Z
ARCHITECTFOUNDATION 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'-10 5/32" D 77'-1 29/32"TALLYNS RIDGEREASON FOR PLOT: PLOT DATE: Job No.
Sheet No.INHOMESITE NO. OFFICE REVIEW:MASTER BY: DATE: C DATE: 3940 Olympic Blvd, suite 100Erlanger, 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:7/1/2019 8:14 AM# TLR010260000
MONISH PASSEY14434 TALLYN WAYSTANTON57-460-STANTON WESTERN CRAFTSMAN WITH BRICK CARMEL, IN26 05/2017
-------- ----------------------------------------Masterpiece
fieldspecchange@fischerhomes.com
REVISED BY:---- VANDANA PASSEYARCH. SPECIALIST: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.
07/22/19
Adam Schriner