HomeMy WebLinkAbouta014SCALE:3/4" = 1'-0"
8 1 2 "
APPROXIMATE LINE
OF 3'-0" OVERDIG
UNDISTURBED SOIL
#4 RE-BAR @ 24" o.c.
- SET BARS BELOW SLAB
- EXTEND RE-BAR 2" INTO
FOUNDATION WALL
- PROVIDE TIGHT/FRICTION
FIT OR EPOXY T/ FDN. WALL
6"
1'
-
4
"
2 1 2 "
6"thk. CONCRETE PATIO
- w/ 12" x 6" FIBER EXPANSION
JOINT MAT'L @ FDN. WALL
T/ SUBFLOOR
2x12 FLOOR SYSTEM
T/ FINISH GRADE
FACE ALL EXPOSED
SIDES OF PATIO
- 2x12 FLOOR SYSTEM
SECTION - PATIO @ FULL GRADE
SCALE:3/4" = 1'-0"
- 2x10 FLOOR SYSTEM
4"8 1 2 "
1'
-
4
"
4 1 2 "
APPROXIMATE LINE
OF 3'-0" OVERDIG
UNDISTURBED SOIL
#4 RE-BAR @ 24" o.c.
- SET BARS BELOW SLAB
- EXTEND RE-BAR 2" INTO
FOUNDATION WALL
- PROVIDE TIGHT/FRICTION
FIT OR EPOXY
4"thk. CONCRETE PATIO
- w/ 12" x 4" FIBER EXPANSION
JOINT MAT'L @ FDN. WALL
T/ SUBFLOOR
T/ FDN. WALL
2x10 FLOOR SYSTEM
T/ FINISH GRADE
FACE ALL EXPOSED
SIDES OF PATIO
SECTION - PATIO @ FULL GRADE
SCALE:
@ GARAGE SERVICE DOOR
3/4" = 1'-0"
T/ GARAGE SLAB
1"
RE
F
E
R
T
O
PL
A
N
FO
R
D
E
P
T
H
OF
P
O
U
R
-
T
H
R
U
SECTION - WEATHERLIP
1" WEATHERLIP @
SERVICE DOOR
HOLD T/ GARAGE
FDN. WALL DOWN
FOR SLAB POUR-THRU
- REFER TO PLAN
FOR DEPTH
1"
01
02
03
04
05
06
07
BLOCKS ONLY AT SIDES OF OPENING
- PROVIDE RECESSED NAILING
SCALE:
NOTE:
CONCRETE DOOR HEADER
DO NOT SET NAILING BLOCK INTO
(2) #4 RE-BARS
- w/ 2" MINIMUM COVER
- w/ 2" MINIMUM COVER
- EXTEND MIN 12" BEYOND OPENING
(2) #4 RE-BARS
10
1 4 "
or
2
2
1 4 "
8'
-
0
"
or
9
'
-
0
"
2"
3/4" = 1'-0"
7'
-
1
3 4 "
2"
2x6
@ PATIO DOOR
SECTION - CONCRETE HEADER
BLOCKS ONLY AT SIDES OF OPENING
- PROVIDE RECESSED NAILING
SCALE:
NOTE:
CONCRETE DOOR HEADER
DO NOT SET NAILING BLOCK INTO
(2) #4 RE-BARS
- w/ 2" MINIMUM COVER
- w/ 2" MINIMUM COVER
- EXTEND MIN 12" BEYOND OPENING
(2) #4 RE-BARS
11
1 2 "
or
2
3
1 2 "
8'
-
0
"
or
9
'
-
0
"
2"
3/4" = 1'-0"
7'
-
0
1 2 "
2"
2x6
SECTION - CONCRETE HEADER @ SGD
SCALE:
SECTION - FROST FOOTING @ DOOR
3/4" = 1'-0"
T/ SLAB
1"
T/ SLAB
2'-0"
DEPTH OF INSUL.
3 1 2 "
NOTE:
BASEMENT WALL INSULATION NOT SHOWN
- TYPE VARIES PER PLAN
- SEE NOTES ON FDN. PLAN
FOR SPECIFIC INFO
RIGID INSULATION
- REFER TO GN SHEET FOR
R-VALUE
- 24" DEPTH
- @ ALL AREAS WHERE GRADE
COVERS 30" OR LESS OF THE
FDN. WALL ABOVE THE T/ SLAB
GRAVEL FILL
- 4" MINIMUM
3 12"thk. CONCRETE
SLAB
6-MIL VAPOR BARRIER
FOUNDATION WALL THICKNESS
VARIES
- REFER TO PLAN
FROST FOOTING
- REFER TO GN FOR MIN.
FROST FOOTING DEPTH
FOOTING WIDTH
VARIES PER PLAN
1" WEATHERLIP
@ DOOR
LINE OF FORMED
FOOTING
LINE OF 3" Ø DRAIN TILE
IN FORMED FT'G.
- SHOWN BEYOND
RE
F
E
R
T
O
G
E
N
E
R
A
L
N
O
T
E
S
F
O
R
MI
N
I
M
U
M
F
R
O
S
T
F
O
O
T
I
N
G
D
E
P
T
H
SCALE:
SECTION - FROST FOOTING
T/ SLAB
2'-0"
DEPTH OF INSUL.
3 1 2 "
3/4" = 1'-0"
NOTE:
BASEMENT WALL INSULATION NOT SHOWN
- TYPE VARIES PER PLAN
- SEE NOTES ON FDN. PLAN
FOR SPECIFIC INFO
RIGID INSULATION
- REFER TO GN SHEET FOR
R-VALUE
- 24" DEPTH
- @ ALL AREAS WHERE GRADE
COVERS 30" OR LESS OF THE
FDN. WALL ABOVE THE T/ SLAB
1" BEVELED
INSULATION
GRAVEL FILL
- 4" MINIMUM
3 12"thk. CONCRETESLAB
6-MIL VAPOR BARRIER
FOUNDATION WALL THICKNESS
VARIES
- REFER TO PLAN
FROST FOOTING
- REFER TO GN FOR MIN.
FROST FOOTING DEPTH
FOOTING WIDTH
VARIES PER PLAN
LINE OF FORMED
FOOTING
LINE OF 3" Ø DRAIN TILE
IN FORMED FT'G.
- SHOWN BEYOND
RE
F
E
R
T
O
G
E
N
E
R
A
L
N
O
T
E
S
F
O
R
MI
N
I
M
U
M
F
R
O
S
T
F
O
O
T
I
N
G
D
E
P
T
H
W
I
L
L
I
A
M
L
.
K A U F H O L Z
A R C H I T
E
C
T
TA
L
L
Y
N
S
R
I
D
G
E
RE
A
S
O
N
F
O
R
P
L
O
T
:
PL
O
T
D
A
T
E
:
Job No.
Sheet No.
IN
HO
M
E
S
I
T
E
N
O
.
OF
F
I
C
E
R
E
V
I
E
W
:
MA
S
T
E
R
B
Y
:
DA
T
E
:
C
DA
T
E
:
39
4
0
O
L
Y
M
P
I
C
B
L
V
D
ER
L
A
N
G
E
R
,
KY
41
0
1
8
PH
:
(8
5
9
)
3
4
1
-
4
7
0
9
FI
E
L
D
S
P
E
C
H
O
T
L
I
N
E
:
(
8
5
9
)
3
4
1
-
4
7
0
9
CO
P
Y
R
I
G
H
T
AL
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
FI
S
C
H
E
R
H
O
M
E
S
,
I
n
c
.
JO
B
I
N
F
O
:
DA
T
E
:
PE
R
M
I
T
:
SI
G
N
-
O
F
F
:
CO
N
S
T
R
U
C
T
I
O
N
:
RE
V
I
S
I
O
N
:
RE
V
I
S
I
O
N
:
RE
V
I
S
I
O
N
:
RE
V
I
S
I
O
N
:
HO
M
E
T
Y
P
E
:
PL
A
N
:
6/
2
9
/
2
0
1
8
2
:
1
3
P
M
#
TLR010190000
TL
R
0
1
0
1
9
0
0
0
0
*
M
A
R
K
E
T
H
O
M
E
*
14
4
0
4
T
R
A
H
A
N
D
R
I
V
E
CL
A
Y
T
O
N
54
-
3
7
0
-
C
L
A
Y
T
O
N
F
R
E
N
C
H
M
A
N
O
R
W
I
T
H
B
R
I
C
K
CA
R
M
E
L
,
IN
19
05
/
2
0
1
7
MP
--
-
-
--
-
-
--
-
-
6-
2
7
-
1
8
--
-
-
6-
2
9
-
1
8
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
fi
e
l
d
s
p
e
c
c
h
a
n
g
e
@
f
i
s
c
h
e
r
h
o
m
e
s
.
c
o
m
RE
V
I
S
E
D
B
Y
:
--
-
-
--
-
-
--
-
-
SA
P
P
H
I
R
E
T
R
A
D
E
S
U
P
P
O
R
T
sa
p
p
h
i
r
e
t
r
a
d
e
p
a
r
t
n
e
r
s
@
f
i
s
c
h
e
r
h
o
m
e
s
.
c
o
m
Fi
s
c
h
e
r
H
o
m
e
s
I
n
d
i
a
n
a
p
o
l
i
s
I
I
,
L
L
C
f
/
k
/
a
Fi
s
c
h
e
r
H
o
m
e
s
I
n
d
i
a
n
a
p
o
l
i
s
I
I
,
L
.
P
.
D2.2