HomeMy WebLinkAbout37 S1.1B.pdfNO
T
E
S
:
VE
R
I
F
Y
A
L
L
D
I
M
E
N
S
I
O
N
S
A
N
D
E
L
E
V
A
T
I
O
N
S
W
I
T
H
A
R
C
H
.
D
W
G
S
.
P
R
I
O
R
T
O
C
O
N
S
T
R
U
C
T
I
O
N
.
P3
I
N
D
I
C
A
T
E
S
1
8
"
x
1
8
"
C
O
N
C
R
E
T
E
P
I
E
R
W
/
8
-
#
6
V
E
R
T
.
A
N
D
#
3
T
I
E
S
@
8
"
O
.
C
.
Fx
I
N
D
I
C
A
T
E
S
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
.
S
E
E
S
C
H
E
D
U
L
E
T
H
I
S
S
H
E
E
T
.
Cx
I
N
D
I
C
A
T
E
S
S
T
E
E
L
C
O
L
U
M
N
.
S
E
E
S
C
H
E
D
U
L
E
T
H
I
S
S
H
E
E
T
.
S.
O
.
G
.
I
N
D
I
C
A
T
E
S
5
"
C
O
N
C
R
E
T
E
S
L
A
B
-
O
N
-
G
R
A
D
E
W
/
6
x
6
W
1
.
4
x
W
1
.
4
W
W
F
O
V
E
R
V
A
P
O
R
RE
T
A
R
D
E
R
O
V
E
R
8
"
G
R
A
N
U
L
A
R
F
I
L
L
O
V
E
R
E
N
G
I
N
E
E
R
E
D
F
I
L
L
A
S
R
E
Q
U
I
R
E
D
I
N
S
O
I
L
R
E
P
O
R
T
(T
Y
P
.
)
S
E
E
D
E
T
A
I
L
S
O
N
S
2
.
1
.
T
/
S
L
A
B
E
L
.
+
1
0
0
'
-
0
"
U
.
N
.
O
.
P
R
O
V
I
D
E
CO
N
S
T
R
U
C
T
I
O
N
/
C
O
N
T
R
O
L
J
O
I
N
T
S
A
T
1
5
'
-
0
"
M
A
X
I
M
U
M
I
N
E
A
C
H
D
I
R
E
C
T
I
O
N
(
T
Y
P
.
)
P
1
IN
D
I
C
A
T
E
S
2
0
"
x
2
0
"
C
O
N
C
R
E
T
E
P
I
E
R
W
/
8
-
#
6
V
E
R
T
.
A
N
D
#
3
T
I
E
S
@
8
"
O
.
C
.
T
/
P
I
E
R
EL
.
+
9
9
'
-
0
"
SE
E
S
0
.
0
F
O
R
G
E
N
E
R
A
L
S
T
R
U
C
T
U
R
A
L
N
O
T
E
S
.
1.6.5.4.3.2.
44'-0"44'-0"44'-0"
45
'
-
6
"
45
'
-
6
"
45
'
-
6
"
46
'
-
6
"
6'-4"21'-5"MATCHLINE4'-4"
37
'
-
6
"
8'
-
0
"
19
'
-
6
"
26
'
-
0
"
9.39.19.0
8.
0
7.
1
7.
0
6.
0
5.
5
5.
0
H G F E.9 E
4'
-
0
"
5.
3
RO
O
F
D
R
A
I
N
D
O
W
N
SP
O
U
T
#5 BAR 12" O.C. DOWELSGROUTED SOLID INTOEXISTING SLAB TYPICAL ATREPLACED TRENCH DRAIN.COORDINATE WITHPLUMBING DRAWINGS CONTRACTOR SHALLCOORDINATE WITH LAND LORDPHASING OF WORK IN RECEIVINGAREA TO ENSURE DELIVERIESARE UNINTERRUPTED DURINGCONSTRUCTION REFER TO CIVIL DRAWINGS FORADDITIONAL SCOPE OF WORKINCLUDING NEW GREASE BASINAND SANITARY PIPING.
[E
]
F
T
G
[E
]
F
T
G
[E
]
F
T
G
[E
]
F
T
G
[E
]
F
T
G
[E] FTG[E] FTG [E] FTG [E] FTG
F7
2
(-
8
"
)
#5
B
A
R
1
2
"
O
.
C
.
D
O
W
E
L
S
GR
O
U
T
E
D
S
O
L
I
D
I
N
T
O
EX
I
S
T
I
N
G
S
L
A
B
T
Y
P
I
C
A
L
CO
V
E
R
A
L
L
T
R
E
N
C
H
E
S
W
H
E
N
WO
R
K
I
S
N
O
T
T
A
K
I
N
G
P
L
A
C
E
.
12
"
D
E
E
P
T
H
I
C
K
E
N
S
L
A
B
OV
E
R
6
"
C
O
M
P
A
C
T
E
D
34"
LI
M
E
S
T
O
N
E
B
A
S
E
CO
M
P
A
C
T
E
D
9
5
%
2'-0"
F8
4
(
-
8
"
)
F8
4
(
-
8
"
)
F8
4
(
-
8
"
)
HS
S
8
x
8
x
12
PL
1
14"x
1
4
"
x
1
4
"
:
[
$
%
HS
S
8
x
8
x
12
PL
1
14"x
1
4
"
x
1
4
"
:
[
$
%
HS
S
8
x
8
x
12
PL
1
14"x
1
4
"
x
1
4
"
:
[
$
%
HS
S
8
x
8
x
12
PL
1
14"x
1
4
"
x
1
4
"
:
[
$
%
DI
A
G
O
N
A
L
BR
A
C
I
N
G
[E] FTG
HS
S
8
x
8
x
12
PL
1
14"x
1
4
"
x
1
4
"
:
[
$
%
F8
4
[E
]
F
T
G
FT
G
(
-
3
'
-
0
"
)
RO
O
F
D
R
A
I
N
DO
W
N
S
P
O
U
T
HS
S
8
x
8
x
12"
PL
1
"
x
1
4
"
x
1
4
"
:
[
$
%
F8
4
(
-
8
"
)
HS
S
8
x
8
x
12
PL
1
14"x
1
4
"
x
1
4
"
:
[
$
%
F7
2
(
-
8
"
)
HS
S
8
x
8
x
12
PL
1
14"x
1
4
"
x
1
4
"
:
[
$
%
F8
4
(
-
8
"
)
HS
S
8
x
8
x
12
PL
1
14"x
1
4
"
x
1
4
"
:
[
$
%
F8
4
[E
]
F
T
G
HS
S
8
x
8
x
12
PL
1
14"x
1
4
"
x
1
4
"
:
[
$
%
HS
S
7
x
7
F8
4
[E
]
F
T
G
HS
S
7
x
7
F7
2
[E
]
F
T
G
HS
S
7
x
7
F7
2
[E
]
F
T
G
F7
2
(
-
4
'
-
0
"
)
HS
S
7
x
7
x
516
PL
1
14"x
1
4
"
x
1
4
"
:
[
$
%
HSS 7x7
DIAGONAL
BRACING
DIAGONAL
BRACING
DIAGONAL
BRACING
DIAGONAL
BRACING
DI
A
G
O
N
A
L
BR
A
C
I
N
G
HS
S
7
x
7
F7
2
[E
]
F
T
G
FT
G
:
7'
-
0
"
x
7
'
-
0
"
x
2
0
"
W/
8
-
#
7
E
.
W
.
B
O
T
.
4-
#
7
E
.
W
.
T
O
P
FT
G
:
7'
-
0
"
x
7
'
-
0
"
x
2
0
"
W/
8
-
#
7
E
.
W
.
B
O
T
.
4-
#
7
E
.
W
.
T
O
P
FT
G
:
7'
-
0
"
x
7
'
-
0
"
x
2
0
"
W/
8
-
#
7
E
.
W
.
B
O
T
.
4-
#
7
E
.
W
.
T
O
P
FT
G
:
7'
-
0
"
x
7
'
-
0
"
x
2
0
"
W/
8
-
#
7
E
.
W
.
B
O
T
.
4-
#
7
E
.
W
.
T
O
P
FT
G
:
7'
-
0
"
x
7
'
-
0
"
x
2
0
"
W/
8
-
#
7
E
.
W
.
B
O
T
.
4-
#
7
E
.
W
.
T
O
P
FT
G
:
7'
-
0
"
x
7
'
-
0
"
x
2
0
"
W/
8
-
#
7
E
.
W
.
B
O
T
.
4-
#
7
E
.
W
.
T
O
P
FT
G
:
7'
-
0
"
x
7
'
-
0
"
x
2
0
"
W/
8
-
#
7
E
.
W
.
B
O
T
.
4-
#
7
E
.
W
.
T
O
P
FT
G
:
7'
-
0
"
x
7
'
-
0
"
x
2
0
"
W/
8
-
#
7
E
.
W
.
B
O
T
.
4-
#
7
E
.
W
.
T
O
P
F8
4
(
-
8
"
)
FT
G
(
-
8
"
)
:
5'
-
0
"
x
5
'
-
0
"
x
1
2
"
W/
4
-
#
5
E
.
W
.
B
O
T
.
HS
S
7
X
7
X
5
/
1
6
W/
P
L
34"x
1
4
"
x
1
4
"
:
[
EM
B
.
A
.
B
.
11
S3
.
3
07
S3
.
3
09
S3
.
3
BRACING
BRACING
BR
A
C
I
N
G
T/FDN WALL@ DOOREL. 99'-0"8'-0"3'-10"
S1
.
2
08
S1.2 01
S1
.
2
11
05
S1
.
2
MATCHLINE
MAT
C
H
L
I
N
E
10.
0
9.3
9.1
9.0
8.0
7.0
6.0
5.0
4.0
3.0
2.0
1.0
9.3
9.1
9.0
8.0
7.1
7.0
6.0
5.5
5.0
H G F E.9 E
C.7 A.9
8.8
6.8
6.2
5.9
5.5
5.4
4.8
4.1
3.1
2.1
1.2
0.9
F E.9 E
D.9 C.8
D C
B.9
B
A.9 A.1
A
9.5
9.3
9.1
9.0
8.0
7.0
6.0
5.0
4.0
5.0
4.0
3.0
2.0
1.0
10.
0
9.1
9.0
8.0
7.0
6.0
5.0
4.0
3.0
2.0
1.0
5.3
AAA WAY DRIVE
ST
A
T
I
O
N
D
R
I
V
E
10
1
s
p
a
c
e
s
11
1
s
p
a
c
e
s
44'-0"
45'-6"
40
'
-
0
"
40
'
-
0
"
41
'
-
9
"
8'
-
6
"
8'
-
6
"
8'
-
6
"
31
'
-
6
"
10
'
-
3
"
MATCHLINE
27'-4"
8'-6"
8'
-
0
"
31
'
-
6
"
31
'
-
6
"
28'-6"
26'-2"3'-2"
4.8
4.
1
3.
1
2.
1
1.
2
0.
9
C.
7
C.
6
5.0
4.
0
3.
0
2.
0
1.
0
CD
T/FDN WALL@ DOOREL. 99'-0"26'-0"4'-6"21'-4"8"6'-4"3'-7"1'-0"1'-0"6"51'-10"5'-4"12" DEEP THICKEN SLABOVER 6" COMPACTED 34"LIMESTONE BASECOMPACTED 95%2'-0"2'-0"T/FDN WALL@ DOOREL. 99'-0"
#5
B
A
R
1
2
"
O
.
C
.
VE
R
T
I
C
A
L
D
O
W
E
L
S
GR
O
U
T
E
D
S
O
L
I
D
I
N
T
O
EX
I
S
T
I
N
G
F
O
U
N
D
A
T
I
O
N
T/
F
T
G
.
+9
8
'
-
0
"
T/
F
N
D
.
+1
0
0
'
-
0
"
17'-11"
5'-0"5'-4"7'-7"
21
'
-
0
"
EQ
U
A
L
EQ
U
A
L
TY
P
I
C
A
L
L
A
N
D
S
C
A
P
E
AR
E
A
[E] FTG
[E
]
F
T
G
[E
]
F
T
G
[E
]
F
T
G
[E
]
F
T
G
[E
]
F
T
G
[E
]
F
T
G
F48
CO
N
C
R
E
T
E
C
U
R
B
L
I
N
E
,
CO
O
R
D
I
N
A
T
E
L
A
Y
O
U
T
W
I
T
H
CI
V
I
L
D
R
A
W
I
N
G
S
EX
I
S
T
I
N
G
C
U
R
B
L
I
N
E
EX
I
S
T
I
N
G
L
A
N
D
S
C
A
P
E
PL
A
N
T
E
R
TR
U
N
C
A
T
E
D
D
O
M
E
E
M
B
E
D
PL
A
T
E
C
O
M
P
L
Y
I
N
G
W
I
T
H
A
D
A
RE
Q
U
I
R
E
M
E
N
T
S
F
O
R
S
L
O
P
E
,
CO
L
O
R
A
N
D
P
L
A
C
E
M
E
N
T
FTG (-3'-0"):4'-0"x4'-0"x12"W/4-#5 E.W. BOT.HSS 6X6X5/16W/PL 34"x12"x12":[EMB. A.B.PIER P2 (+0"):18"x18" W/4-#6 VERT.#3 TIES @ 6" O.C.EMB. A.B.HSS 8X8X38PL 1"x14"x14":[EMB. A.B.9'-0"12'-8"F72 (-2'-0)F84 (-8")HSS 8x8x38PL 1"x14"x14"HSS 8x8x38PL 1"x14"x14":[$%PL 1"x14"x14":[$%[E] FTGF72HSS 8x8x38PL 1"x14"x14"[E] FTG
FT
G
(
-
3
'
-
0
"
)
:
4'
-
0
"
x
4
'
-
0
"
x
1
2
"
W/
4
-
#
5
E
.
W
.
B
O
T
.
HS
S
6
X
6
X
5
/
1
6
W/
P
L
34"x
1
2
"
x
1
2
"
:
[
EM
B
.
A
.
B
.
FT
G
(
-
3
'
-
0
"
)
:
4'
-
0
"
x
4
'
-
0
"
x
1
2
"
W/
4
-
#
5
E
.
W
.
B
O
T
.
HS
S
6
X
6
X
5
/
1
6
W/
P
L
34"x
1
2
"
x
1
2
"
:
[
EM
B
.
A
.
B
.
FT
G
(
-
3
'
-
0
"
)
:
4'
-
0
"
x
4
'
-
0
"
x
1
2
"
W/
4
-
#
5
E
.
W
.
B
O
T
.
HS
S
6
X
6
X
5
/
1
6
W/
P
L
34"x
1
2
"
x
1
2
"
:
[
EM
B
.
A
.
B
.
F72
F7
2
F7
2
F7
2
F4
8
F4
8
F4
8
PI
E
R
P
2
(
+
0
"
)
:
18
"
x
1
8
"
W
/
4
-
#
6
V
E
R
T
.
#3
T
I
E
S
@
6
"
O
.
C
.
PI
E
R
P
2
(
+
0
"
)
:
18
"
x
1
8
"
W
/
4
-
#
6
V
E
R
T
.
#3
T
I
E
S
@
6
"
O
.
C
.
PI
E
R
P
2
(
+
0
"
)
:
18
"
x
1
8
"
W
/
4
-
#
6
V
E
R
T
.
#3
T
I
E
S
@
6
"
O
.
C
.
FTG (-3'-0"):6'-0"x6'-0"x12"W/6-#5 E.W. BOT.HSS 7X7X3/8W/PL 34"x16"x16":[EMB. A.B.PIER P2 (+0"):18"x18" W/4-#6 VERT.#3 TIES @ 6" O.C.
FT
G
(
-
3
'
-
0
"
)
:
6'
-
0
"
x
6
'
-
0
"
x
1
2
"
W/
6
-
#
5
E
.
W
.
B
O
T
.
PI
E
R
P
2
(
+
0
"
)
:
18
"
x
1
8
"
W
/
4
-
#
6
V
E
R
T
.
#3
T
I
E
S
@
6
"
O
.
C
.
FT
G
(
-
3
'
-
0
"
)
:
6'
-
0
"
x
6
'
-
0
"
x
1
2
"
W/
6
-
#
5
E
.
W
.
B
O
T
.
PI
E
R
P
2
(
+
0
"
)
:
18
"
x
1
8
"
W
/
4
-
#
6
V
E
R
T
.
#3
T
I
E
S
@
6
"
O
.
C
.
FT
G
(
-
3
'
-
0
"
)
:
6'
-
0
"
x
6
'
-
0
"
x
1
2
"
W/
6
-
#
5
E
.
W
.
B
O
T
.
HS
S
7
X
7
X
3
/
8
W/
P
L
34"x
1
6
"
x
1
6
"
:
[
EM
B
.
A
.
B
.
PI
E
R
P
2
(
+
0
"
)
:
18
"
x
1
8
"
W
/
4
-
#
6
V
E
R
T
.
#3
T
I
E
S
@
6
"
O
.
C
.
F7
2
F7
2
T/ FND.+100'-0"
HS
S
7
X
7
X
3
/
8
W/
P
L
34"x
1
6
"
x
1
6
"
:
[
EM
B
.
A
.
B
.
HS
S
7
X
7
X
3
/
8
W/
P
L
34"x
1
6
"
x
1
6
"
:
[
EM
B
.
A
.
B
.
01S1.2 SIM.S1.3 12 S1.3 1307S1.2
04
A1.2
S1
.
3
03
SI
M
.
01
S1.2
SIM.
DESCRIPTION:BY:DATE:REV. NUMBER:CERTIFICATION:PR
O
J
E
C
T
N
U
M
B
E
R
SH
E
E
T
T
I
T
L
E
SH
E
E
T
N
U
M
B
E
R
THESE DRAWINGS AND SPECIFICATIONS, AS
INSTRUMENTS OF SERVICE, ARE AND SHALL
REMAIN THE PROPERTY OF THE ARCHITECT
WHETHER THE PROJECT FOR WHICH THEY ARE
MADE IS EXECUTED OR NOT. THESE DRAWINGS
AND SPECIFICATIONS SHALL NOT BE USED BY ANY
PERSON OR ENTITY ON OTHER PROJECTS, FOR
ADDITIONS TO THIS PROJECT, OR COMPLETION OF
THIS PROJECT-WHEN PHASED-WITHOUT THE
WRITTEN CONSENT OF C + T, LTD. Copyright
2013
DRAWN:
CHECKED:
ISSUED
PERMIT:
DATE
12/18/2013
BID:
CAMBURAS & THEODORE
2454 E. Dempster Ste 202
Des Plaines, IL
847-298-1525
847-390-8130
www.camburasandtheodore.com
IL. FIRM DESIGN #184-003563
MAJOR A
12/18/2013
55
0
0
3
2206 E. 116TH ST.
CARMEL, IN
PA
R
T
I
A
L
FO
U
N
D
A
T
I
O
N
PL
A
N
B
&
C
S1
.
1
B
2PARTIAL FOUNDATION PLAN "C"
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
GN
GE
N
E
R
A
L
N
O
T
E
S
SC
A
L
E
:
N
T
S
KE
Y
P
L
A
N
3
NO
R
T
H
PL
A
N
"B
"
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
NO
R
T
H
1PARTIAL FOUNDATION PLAN "B"
PL
A
N
"
C
"
NO
R
T
H
NO
R
T
H
NO
R
T
H
NO
R
T
H