HomeMy WebLinkAbouta012WILLIAM L.KAUF H OL Z
A RCHITECTSLOPE 3" FROM REARTO FRONT w/1" WEATHERLIP @THE GARAGE DOOR13'-0"TO ℄ PIER / FT'G.13'-0"TO ℄ PIER / FT'G.13'-0"
TO ℄ PIER / FT'G.
13'-0"
TO ℄PIER / FT'G.
HOLD T/ GARAGE SLAB
DOWN 1" FROM T/ FDN.
& SLOPE TO O.H. DOOR
- UNLESS OTHERWISE
NOTED ON A2.0
24" x 24" PIER
- DEPTH TO BEARING SOIL
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
UNEXCAVATED
GARAGE SLAB SHALL HAVE
COMPRESSIVE STRENGTH @
28 DAYS = 3500 PSI.
w/ PEA GRAVEL BASE TO
PROVIDE FINISH GRADE
26'-0"MAXIMUM SLAB LENGTH FOR ONE PIER (CENTERED)
28'-8"
MAXIMUM SLAB WIDTH FOR ONE PIER (CENTERED) SLOPE 3" FROM REARTO FRONT w/1" WEATHERLIP @THE GARAGE DOOR13'-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.
HOLD T/ GARAGE SLAB
DOWN 1" FROM T/ FDN.
& SLOPE TO O.H. DOOR
- UNLESS OTHERWISE
NOTED ON A2.0
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
UNEXCAVATED
GARAGE SLAB SHALL HAVE
COMPRESSIVE STRENGTH @
28 DAYS = 3500 PSI.
w/ PEA GRAVEL BASE TO
PROVIDE FINISH GRADE VARIESVARIESVARIESVARIES 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 SLABSHALLHAVE
COMPRESSIVESTRENGTH @
28 DAYS =3500 PSI.
w/PEA GRAVELBASETO
PROVIDE FINISH GRADE SLOPE 3" FROM REARTO FRONT w/1" WEATHERLIP @THE GARAGE DOOR13'-0" MAXIMUMTO ℄ PIER / FT'G.13'-0" MAXIMUMTO ℄ PIER / FT'G.13'-0" MAXIMUM
TO ℄ PIER / FT'G.
HOLD T/ GARAGE SLAB
DOWN 1" FROM T/ FDN.
& SLOPE TO O.H. DOOR
-UNLESS OTHERWISE
NOTED ON A2.0
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
UNEXCAVATED
GARAGE SLAB SHALL HAVE
COMPRESSIVE STRENGTH @
28 DAYS = 3500 PSI.
w/ PEA GRAVEL BASE TO
PROVIDE FINISH GRADE 16'-0"TYP.VARIES VARIES4'-0"
TYP.
24" x 24" PIER
- DEPTH TO BEARING SOIL
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
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
24" x 24" PIER
- DEPTH TO BEARING SOIL
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
6"thk. CONC. GARAGE SLAB
- PROVIDE #4 RE-BARS @12"o.c.
EA. WAY w/ MIN. 3" COVERAGE
6"thk. CONC. GARAGE SLAB
- PROVIDE #4 RE-BARS @12"o.c.
EA. WAY w/ MIN. 3" COVERAGE
6"thk. CONC. GARAGE SLAB
- PROVIDE #4 RE-BARS @12"o.c.
EA. WAY w/ MIN. 3" COVERAGE
VARIES12'-0"
MAXIMUM
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
UNEXCAVATED
GARAGE SLAB SHALL HAVE
COMPRESSIVE STRENGTH @
28 DAYS = 3500 PSI.
w/ PEA GRAVEL BASE TO
PROVIDE FINISH GRADE SLOPE 3" FROM REARTO FRONT w/1" WEATHERLIP @THE GARAGE DOORHOLD T/ GARAGE SLAB
DOWN 1" FROM T/ FDN.
& SLOPE TO O.H. DOOR
- UNLESS OTHERWISE
NOTED ON A2.0
6"thk. CONC. GARAGE SLAB
- PROVIDE #4 RE-BARS @ 9"o.c.
IN THE SHORT DIRECTION
& 18" o.c. IN THE LONG
DIRECTION w/ MIN. 3"
COVERAGE
- THE 9" O.c. BARS MUST BE ON
THE BOTTOM OF THE STEEL MAT
13'-0" MAXIMUM
TO ℄ PIER / FT'G.
SLOPE 3" FROM REAR
TO FRONT w/
1" WEATHERLIP @
THE GARAGE DOOR
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.
HOLD T/ GARAGE SLAB
DOWN 1" FROM T/ FDN.
& SLOPE TO O.H. DOOR
- UNLESS OTHERWISE
NOTED ON A2.0
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
UNEXCAVATED
GARAGE SLAB SHALL HAVE
COMPRESSIVE STRENGTH @
28 DAYS = 3500 PSI.
w/ PEA GRAVEL BASE TO
PROVIDE FINISH GRADE VARIESVARIES
24" x 24" PIER
- DEPTH TO BEARING SOIL
36" x 36" x 12"d. C.I.P.
CONCRETE FOOTING
- SHOWN BELOW PIER
6"thk. CONC. GARAGE SLAB
- PROVIDE #4 RE-BARS @12"o.c.
EA. WAY w/ MIN. 3" COVERAGE VARIES>12'-0"
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
UNEXCAVATED
GARAGE SLAB SHALL HAVE
COMPRESSIVE STRENGTH @
28 DAYS = 3500 PSI.
w/ PEA GRAVEL BASE TO
PROVIDE FINISH GRADE
SLOPE 3" FROM REARTO FRONT w/1" WEATHERLIP @THE GARAGE DOORHOLD T/ GARAGE SLAB
DOWN 1" FROM T/ FDN.
& SLOPE TO O.H. DOOR
- UNLESS OTHERWISE
NOTED ON A2.0
6"thk. CONC. GARAGE SLAB
- PROVIDE #4 RE-BARS @12"o.c. EA.
WAY w/ MIN. 3" COVERAGE 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"
TO ℄ PIER / FT'G.
HOLD T/ FDN. WALL DOWN
12" FOR SLAB POUR-THRU
- DTL. 07/D2.1
SCALE: 3/4" = 1'-0"
DETAIL - 2-CAR FRONT ENTRY GARAGE SLAB 01
SCALE:3/4"= 1'-0"
DETAIL - 2-CAR FRONT ENTRY w/ EXPANSION GARAGE SLAB02
SCALE: 3/4" = 1'-0"
DETAIL - 2-CAR SIDE ENTRY GARAGE SLAB 03
SCALE:3/4" = 1'-0"
DETAIL - 3-CAR SIDE ENTRY w/ EXPANSION GARAGE SLAB04
SCALE:3/4" = 1'-0"
LESS THAN 12'-0" WIDE05
DETAIL - 3rd CAR AUTO-COURT
SCALE:3/4" = 1'-0"
MORE THAN 12'-0" WIDE06
DETAIL - 3rd CAR AUTO-COURT
SCALE:3/4" = 1'-0"
DETAIL - 3-CAR FRONT ENTRY GARAGE SLAB07
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OMIT OMIT OMIT OMIT
OMIT
OMIT 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 3:57 PM# TLR010090000
PRATIMA SHRESTHA3285 TAMERLANE PLACESTANTON57-460-STANTON ENGLISH ELEGANCE WITH BRICK & STONE CARMEL, IN9 05/2017
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fieldspecchange@fischerhomes.com
REVISED BY:----AJIT DHAKALSAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.com
Fischer Homes Indianapolis II, LLC f/k/a
Fischer Homes Indianapolis II, L.P.D2.0
08/29/18
William Hohlt