HomeMy WebLinkAbout44 S3.3.pdfT/
C
H
A
N
N
E
L
+1
1
1
'
-
1
"
5'
-
1
"
C8
40
0
S
1
6
2
-
4
3
x
C
O
N
T
.
(T
Y
P
.
)
C1
2
40
0
S
1
6
2
-
4
3
@
1
6
"
O
.
C
.
18
CL
I
P
T
O
W
F
40
0
T
1
5
0
-
6
8
1'-9"
18
2@
1
2
"
W1
8
5.
4
2-
L
4
x
3
x
516
W
/
2
-
34
$
1
%
2
/
7
6
FP
T/
C
H
A
N
N
E
L
+1
2
0
'
-
7
"
T/
P
L
A
T
E
+1
2
1
'
-
4
1
/
2
"
1'
-
9
"
14
2@
1
2
"
PL
A
T
E
T
O
W
F
18
2@
1
2
"
TR
A
C
K
T
O
P
L
A
T
E
PL
38"x
1
1
"
x
C
O
N
T
.
60
0
T
1
5
0
-
6
8
40
0
T
2
0
0
-
9
7
W/
2
-
#
1
2
E
A
.
F
L
A
N
G
E
C6
40
0
S
1
6
2
-
4
3
@
1
6
"
O
.
C
.
40
0
S
1
6
2
-
4
3
x
C
O
N
T
.
C1
2
5.
4
T/
S
T
E
E
L
+1
2
6
'
-
0
"
60
0
T
1
5
0
-
6
8
18
2@
1
2
"
TR
A
C
K
T
O
PL
A
T
E
L5
x
3
x
516
xC
O
N
T
.
D
I
A
P
H
R
A
G
M
CH
O
R
D
W
/
3
-
#
1
0
E
A
.
S
T
U
D
WF
5.
5
5.
4
19'-6"45'-6"HSS6x6x38) NHSS6x6x38) NHSS6x6x38) NHSS6x6x38) NGRID LINE "E"5.
5
6.07.0T/STEEL+131'-6"T/STEEL+126'-0"W24W24W16W16
5.
5
19
'
-
6
"
45
'
-
6
"
26'-0"
HS
S
6x6
x
38
)
N
H
S
S
6
x
6
x
3
8
)
N
H
S
S
6
x
6
x
3
8
)
N
HS
S
6x6
x
38
)
N
GR
I
D
L
I
N
E
"
G
"
6.
0
7.
0
W2
4
W2
4
W1
6
W1
6
T/
S
T
E
E
L
+1
2
9
'
-
8
"
T/
S
T
E
E
L
+1
2
6
'
-
0
"
MA
I
N
T
A
I
N
W
A
L
L
OP
E
N
I
N
G
HSS6x6x38) NHSS6x6x38) NHSS6x6x38) NGRID LINE "5.5"EF
G
H
W21W21W21W21 T/STEEL+131'-6"T/STEEL+126'-0"
T/
S
T
E
E
L
+1
2
9
'
-
8
"
T/
S
T
E
E
L
+1
2
6
'
-
0
"
T/
S
T
E
E
L
+1
1
8
'
-
8
"
T/
S
T
E
E
L
VA
R
I
E
S
T/
S
T
E
E
L
VA
R
I
E
S
S3.3 6W36BEAMCONNECT
I
O
N
S3.3 12 HSS6x6x38) NHSS6x6x38)
N
H
S
S
6
x
6
x
3
8
)
N
S3
.
3
12
10'-0"10'-0"10'-0"
10
'
-
0
"
H
S
S
6
x
6
x
3
8
)
N
HSS6x6x38) NHSS6x6x38) NHSS6x6x38) NHSS6x6x38)
N
HSS6x6x38) NHSS6x6x38) N
HSS
6x6
x
38
)
N
GRID LINE "7"EF
G
T/STEEL+131'-6"T/STEELVARIEST/STEEL+124'-212"W21W21W21W21T/STEEL+125'-212"
T/
S
T
E
E
L
+1
2
9
'
-
8
"
T/
S
T
E
E
L
+1
2
6
'
-
8
12"
T/
S
T
E
E
L
+1
2
6
'
-
0
"
S3.3 4S3.3 5 S3.3 10MAINTAIN WALLOPENING
W2
1
HS
S
6
X
6
HS
S
6
X
6
HS
S
6
X
6
HS
S
8
X
8
W2
1
WP
PL
12"
6"
8"
8
"
PL
12"
PL
12"
516
PL
38
:
A3
2
5
-
S
C
B
O
L
T
S
EA
.
S
I
D
E
6
"
6
"PL
12"
WP
ST
I
F
F
E
N
E
R
P
L
38"
(N
S
/
F
S
)
516
TY
P
.
516
TY
P
.
WP
ST
I
F
F
E
N
E
R
PL
38"
(
N
S
/
F
S
)
WP
W3
6
(B
E
Y
O
N
D
)
516
PL
38
:
A3
2
5
-
S
C
B
O
L
T
S
EA
.
S
I
D
E
516
12"
C
A
P
P
L
A
T
E
W2
1
W2
1
5.
4
PL
12"516
WP
1'-012"
2'
-
1
12"
1
'
-
0
"
60
0
T
1
5
0
-
6
8
18
1"
@
1
6
"
O.
C
.
F
PL
12
:
A4
9
0
-
N
B
O
L
T
S
W3
6
W2
1
38
312"
HS
S
8
X
8
F
PL
38"x7
"
6"
516
516
1'-
7
14"
WP
HS
S
6
x
6
WP
PL
12"
516
PL
12"
PL
12"
W2
1
HS
S
6
x
6
HS
S
6
x
6
TY
P
38" S
T
I
F
F
E
N
E
R
P
L
(N
S
/
F
S
)
(
T
Y
P
)
C6X8.2 X CONT.112"x20 GAGE TYPE "B" ROOFDECK (GALV.) TYP.L4x4x38xCO
N
T
.
W
/
5
/
8
"
H
I
L
T
I
H
Y
-
2
0
SCREEN A
N
C
H
O
R
S
P
A
C
E
D
3
2
"
O
.
C
.
14 AT JOIST2"
9.
0
9.1EXISTING
M
E
T
A
L
D
E
C
K
EXISTING
S
T
R
U
C
T
U
R
A
L
F
R
A
M
I
N
G
EXISTING
T
O
P
B
O
T
T
O
M
C
H
O
R
D
EXTENSIO
N
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
FR
A
M
I
N
G
DE
T
A
I
L
S
S3
.
3
0506
SC
A
L
E
:
1
-
1
/
2
"
=
1
'
-
0
"
CR
O
S
S
B
R
A
C
I
N
G
D
E
T
A
I
L
04
ROOF BRACE DETAIL13 11 09 BRACING DETAIL GRID LINE "E"08
0203
01
SC
A
L
E
:
1
-
1
/
2
"
=
1
'
-
0
"
SC
A
L
E
:
1
-
1
/
2
"
=
1
'
-
0
"
SC
A
L
E
:
1
/
2
"
=
1
'
-
0
"
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
DE
T
A
I
L
SC
A
L
E
:
3
/
4
"
=
1
'
-
0
"
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
12
SC
A
L
E
:
1
-
1
/
2
"
=
1
'
-
0
"
DE
T
A
I
L
DE
T
A
I
L
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
SC
A
L
E
:
1
/
8
"
=
1
'
-
0
"
BR
A
C
I
N
G
D
E
T
A
I
L
G
R
I
D
L
I
N
E
"
G
"
07
BRACING DETAIL GRID LINE "7"BRACING DETAIL GRID LINE "5.5"
SC
A
L
E
:
1
"
=
1
'
-
0
"
10
CR
O
S
S
B
R
A
C
I
N
G
D
E
T
A
I
L
CR
O
S
S
B
R
A
C
I
N
G
D
E
T
A
I
L
CR
O
S
S
B
R
A
C
I
N
G
D
E
T
A
I
L
CR
O
S
S
B
R
A
C
I
N
G
D
E
T
A
I
L