HomeMy WebLinkAbouta019SLOPE 3" FROM REAR
TO FRONT w/
1" WEATHERLIP @
THE GARAGE DOOR
13'-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 REAR
TO FRONT w/
1" WEATHERLIP @
THE GARAGE DOOR
13'-0" MAXIMUM
TO ℄
PIER / FT'G.
13'-0" MAXIMUM
TO ℄
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 @
28DAYS= 3500 PSI.
w/ PEA GRAVEL BASE TO
PROVIDE FINISH GRADE
VARIES
VARIES
VARIES
VARIES
13'-0" MAXIMUM
TO ℄
PIER / FT'G.
13'-0" MAXIMUM
TO ℄
PIER / FT'G.
13'-0" MAXIMUM
TO ℄
PIER / FT'G.
13'-0" MAXIMUM
TO ℄
PIER / FT'G.
13'-0" MAXIMUM
TO ℄
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
SLOPE 3" FROM REAR
TO FRONT w/
1" WEATHERLIP @
THE GARAGE DOOR
13'-0" MAXIMUM
TO ℄
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
16'-0"
TYP.
VARIES
VARIES
4'-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
VARIES
12'-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 REAR
TO FRONT w/
1" WEATHERLIP @
THE GARAGE DOOR
HOLD 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" MAXIMUM
TO ℄
PIER / FT'G.
13'-0" MAXIMUM
TO ℄
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
VARIES
VARIES
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 REAR
TO FRONT w/
1" WEATHERLIP @
THE GARAGE DOOR
HOLD 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" MAXIMUM
TO ℄
PIER / FT'G.
13'-0" MAXIMUM
TO ℄
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"
01 DETAIL - 2-CAR FRONT ENTRY GARAGE SLAB
SCALE: 3/4" = 1'-0"
02GARAGESLAB DETAIL - 2-CAR FRONT ENTRY w/ EXPANSION
SCALE: 3/4" = 1'-0"
03 DETAIL - 2-CAR SIDE ENTRY GARAGE SLAB
SCALE: 3/4" = 1'-0"
04 DETAIL - 3-CAR SIDE ENTRY w/ EXPANSION GARAGE SLAB
SCALE: 3/4" = 1'-0"
05 LESS THAN 12'-0" WIDE
DETAIL - 3rd CAR AUTO-COURT
SCALE: 3/4" = 1'-0"
06 MORE THAN 12'-0" WIDE
DETAIL - 3rd CAR AUTO-COURT
SCALE: 3/4" = 1'-0"
07 DETAIL - 3-CAR FRONT ENTRY GARAGE SLAB
OMIT OMIT
OMIT
OMIT
OMIT
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 4:18 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.
10/04/18
William Hohlt