HomeMy WebLinkAbouta012SL
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3
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13
'
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TO
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.
13
'
-
0
"
TO
℄ P
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R
/
F
T
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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
"
MA
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28'-8"
MAXIMUM SLAB WIDTH FOR ONE PIER (CENTERED)
SL
O
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E
3
"
F
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13
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TO
℄ P
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/
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T
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.
13
'
-
0
"
M
A
X
I
M
U
M
TO
℄ P
I
E
R
/
F
T
'
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 VA
R
I
E
S
VARIES
VA
R
I
E
S
VARIES
13
'
-
0
"
M
A
X
I
M
U
M
TO
℄ P
I
E
R
/
F
T
'
G
.
13
'
-
0
"
M
A
X
I
M
U
M
TO
℄ P
I
E
R
/
F
T
'
G
.
13'-0" MAXIMUM
TO ℄ PIER / FT'G.
13'-0" MAXIMUM
TO ℄ PIER / FT'G.
13
'
-
0
"
M
A
X
I
M
U
M
TO
℄ P
I
E
R
/
F
T
'
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
SL
O
P
E
3
"
F
R
O
M
R
E
A
R
TO
F
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O
N
T
w
/
1"
W
E
A
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L
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P
@
TH
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G
A
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A
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E
D
O
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R
13
'
-
0
"
M
A
X
I
M
U
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TO
℄ P
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R
/
F
T
'
G
.
13
'
-
0
"
M
A
X
I
M
U
M
TO
℄ P
I
E
R
/
F
T
'
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
"
TY
P
.
VARIES
VA
R
I
E
S
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
VA
R
I
E
S
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
SL
O
P
E
3
"
F
R
O
M
R
E
A
R
TO
F
R
O
N
T
w
/
1"
W
E
A
T
H
E
R
L
I
P
@
TH
E
G
A
R
A
G
E
D
O
O
R
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
"
M
A
X
I
M
U
M
TO
℄ P
I
E
R
/
F
T
'
G
.
13
'
-
0
"
M
A
X
I
M
U
M
TO
℄ P
I
E
R
/
F
T
'
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 VA
R
I
E
S
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
VA
R
I
E
S
>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
SL
O
P
E
3
"
F
R
O
M
R
E
A
R
TO
F
R
O
N
T
w
/
1"
W
E
A
T
H
E
R
L
I
P
@
TH
E
G
A
R
A
G
E
D
O
O
R
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
"
M
A
X
I
M
U
M
TO
℄ P
I
E
R
/
F
T
'
G
.
13
'
-
0
"
M
A
X
I
M
U
M
TO
℄ P
I
E
R
/
F
T
'
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 SLAB 02
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 SLAB 04
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 SLAB 07
09
D2.1
09
D2.1
09
D2.1
09
D2.1
09
D2.1
09
D2.1
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