HomeMy WebLinkAboutA008WILLIAM L.KAUF H OL Z
ARCHITECTVARIESVARIES 13'-0" MAXIMUMTO ℄ PIER / FT'G.13'-0" MAXIMUMTO ℄ PIER / FT'G.13'-0" MAXIMUM
TO ℄ PIER / FT'G.
13'-0" MAXIMUM
TO ℄ PIER / FT'G.13'-0" MAXIMUMTO ℄ PIER / FT'G.SLOPE 3" FROM REAR
TO FRONT w/
1" WEATHERLIP @
THE GARAGE DOOR
2x4 NOTCH SLOPED 3"
FROM REAR TO FRONT
FOR SLAB SUPPORT
- DTL. 10/D2.1
12"w. x 20"d. C.I.P.
CONC. GRADE BEAM
- DTL. 06/D2.1
HOLD T/ FDN. WALL DOWN
12" FOR SLAB POUR-THRU
- DTL. 07/D2.1
HOLD T/ GARAGE SLAB
DOWN 1" FROM T/ FDN.
& SLOPE TO O.H. DOOR
- UNLESS OTHERWISE
NOTED ON A2.0
UNEXCAVATED
GARAGE SLAB SHALL HAVE
COMPRESSIVE STRENGTH @
28 DAYS = 3500 PSI.
w/ PEA GRAVEL BASE TO
PROVIDE FINISH GRADE
36" x 36" x 12"d. C.I.P.
CONCRETE FOOTING
- SHOWN BELOW PIER
36" x 36" x 12"d. C.I.P.
CONCRETE FOOTING
- SHOWN BELOW PIER
24" x 24" PIER
- DEPTH TO BEARING SOIL
24" x 24" PIER
- DEPTH TO BEARING SOIL
6"thk. CONC. GARAGE SLAB
- PROVIDE #4 RE-BARS @12"o.c.
EA. WAY w/ MIN. 3" COVERAGE
SCALE: 3/4" = 1'-0"
DETAIL - 3-CAR SIDE ENTRY w/ EXPANSION GARAGE SLAB 01
09
D2.1 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 8:16 AM# TLR010260000
MONISH PASSEY14434 TALLYN WAYSTANTON57-460-STANTON WESTERN CRAFTSMAN WITH BRICK CARMEL, IN26 05/2017
-------- ----------------------------------------Masterpiece
fieldspecchange@fischerhomes.comREVISED BY:---- VANDANA PASSEYARCH. SPECIALIST:SAPPHIRE TRADE SUPPORT
sapphiretradepartners@fischerhomes.com
Fischer Homes Indianapolis II, LLC----D2.0
07/22/19
Adam Schriner