HomeMy WebLinkAboutS05-0 - FRAMING SECTIONS - V5 - 343867 - 120717.pdfB
A
2N
D
F
L
O
O
R
13
'
-
4
"
T.
O
.
O
P
N
G
.
SE
E
A
R
C
H
.
W-
B
E
A
M
,
SE
E
P
L
A
N
JO
I
S
T
S
U
B
S
T
I
T
U
T
E
,
SE
E
P
L
A
N
ST
E
E
L
J
O
I
S
T
,
SE
E
P
L
A
N
CO
N
C
.
S
L
A
B
O
N
MT
L
.
D
E
C
K
CO
N
T
.
6
0
0
T
1
2
5
-
4
3
W/
0
.
1
7
7
"
Ø
P
.
A
.
F
.
AT
3
2
"
O
.
C
.
60
0
S
1
6
2
-
4
3
AT
1
6
"
O
.
C
.
CO
N
T
.
60
0
T
1
5
0
-
4
3
HS
S
6
x
6
x
1
/
4
HE
A
D
E
R
CO
N
T
.
L4
x
4
x
1
/
4
DE
C
K
A
N
G
L
E
EX
T
.
F
I
N
I
S
H
,
SE
E
A
R
C
H
.
3/
1
6
1
-
1
2
1-
1
2
.
L6
x
6
x
3
/
8
LI
N
T
E
L
3"
3'
-
4
"
.
SI
L
L
B
E
A
M
,
SE
E
4
/
S
0
1
.
1
60
0
S
1
6
2
-
4
3
A
T
16
"
O
.
C
.
W
/
C
L
I
P
AN
G
L
E
E
A
.
E
N
D
HE
A
D
E
R
,
S
E
E
SC
H
E
D
U
L
E
B
A
1/
4
ST
E
E
L
J
O
I
S
T
,
SE
E
P
L
A
N
L7
x
4
x
3
/
8
x
0
'
-
5
"
W
/
3
/
8
"
ST
I
F
F
E
N
E
R
P
L
.
CO
N
C
.
S
L
A
B
O
N
MT
L
D
E
C
K
L2
x
2
x
3
/
1
6
D
E
C
K
AN
G
L
E
A
R
O
U
N
D
CO
L
U
M
N
HS
S
C
O
L
U
M
N
,
S
E
E
PL
A
N
W-
B
E
A
M
,
SE
E
P
L
A
N
NO
T
E
:
E
X
T
.
F
I
N
I
S
H
NO
T
S
H
O
W
N
F
O
R
CL
A
R
I
T
Y
3'
-
4
"
L4
x
4
x
1
/
4
DE
C
K
A
N
G
L
E
AI
S
C
S
I
N
G
L
E
SH
E
A
R
P
L
CO
N
N
.
W
/
7/
8
"
Ø
B
O
L
T
S
2N
D
F
L
O
O
R
13
'
-
4
"
L2
x
2
x
3
/
1
6
AR
O
U
N
D
CO
L
U
M
N
2N
D
F
L
O
O
R
13
'
-
4
"
1/
4
ST
E
E
L
J
O
I
S
T
,
SE
E
P
L
A
N
L7
x
4
x
3
/
8
x
0
'
-
5
"
W
/
3
/
8
"
ST
I
F
F
E
N
E
R
P
L
.
CO
N
C
.
S
L
A
B
O
N
MT
L
D
E
C
K
L2
x
2
x
3
/
1
6
D
E
C
K
AN
G
L
E
A
R
O
U
N
D
CO
L
U
M
N
HS
S
C
O
L
U
M
N
,
S
E
E
PL
A
N
NO
T
E
:
E
X
T
.
F
I
N
I
S
H
NO
T
S
H
O
W
N
F
O
R
CL
A
R
I
T
Y
L4
x
4
x
1
/
4
DE
C
K
A
N
G
L
E
AI
S
C
S
I
N
G
L
E
SH
E
A
R
P
L
CO
N
N
.
W
/
7/
8
"
Ø
B
O
L
T
S
STEEL JOIST,SEE PLANL4x4x1/4 DECK ANGLE 2ND FLOOR 13'-4"W-BEAM,SEE PLANCONC. SLAB ON MTL. DECKCONT. 600T125-43 W/0.177"Ø P.A.F. AT 32" O.C.600S162-43 AT 16" O.C.VERTICLIP SL600 AT EA.STUD 600S162-43 AT 16" O.C.HEADER, SEE SCHEDULEBRICKLINTEL, SEE SCHEDULEEXT. FINISH,SEE ARCH.L2x2x1/4 AT EA. JOIST..ADD'L 0.5 KIP3/16.2TYP.
2N
D
F
L
O
O
R
13
'
-
4
"
ST
E
E
L
J
O
I
S
T
,
SE
E
P
L
A
N
CO
N
C
.
S
L
A
B
O
N
MT
L
D
E
C
K
L4
x
4
x
1
/
4
DE
C
K
A
N
G
L
E
W-
B
E
A
M
,
SE
E
P
L
A
N
CO
N
T
.
6
0
0
T
1
2
5
-
4
3
W
/
0.
1
7
7
"
Ø
P
.
A
.
F
.
A
T
3
2
"
O
.
C
.
60
0
S
1
6
2
-
4
3
A
T
1
6
"
O
.
C
.
VE
R
T
I
C
L
I
P
S
L
6
0
0
AT
E
A
.
S
T
U
D
60
0
S
1
6
2
-
4
3
A
T
1
6
"
O
.
C
.
L2
x
2
x
1
/
4
A
T
48
"
O
.
C
.
EX
T
.
FI
N
I
S
H
,
SE
E
A
R
C
H
.
BR
I
C
K
LI
N
T
E
L
,
SE
E
SC
H
E
D
U
L
E
HE
A
D
E
R
,
S
E
E
SC
H
E
D
U
L
E
3/
1
6
.
TY
P
.
2ND FLOOR 13'-4"STEEL JOIST,SEE PLAN CONC. SLAB ON MTL DECKHSS COLUMN, SEE PLAN NOTE: EXT. FINISH NOT SHOWN FOR CLARITYL4x4x1/4 DECK ANGLE AISC SINGLE SHEAR PL CONN. W/7/8"Ø BOLTS W-BEAM,SEE PLAN
1
2
2N
D
F
L
O
O
R
13
'
-
4
"
B.
O
.
B
E
A
M
11
'
-
4
"
W-
B
E
A
M
,
SE
E
P
L
A
N
CO
N
C
.
S
L
A
B
O
N
MT
L
.
D
E
C
K
CO
N
T
.
6
0
0
T
1
2
5
-
4
3
W/
0
.
1
7
7
"
Ø
P
.
A
.
F
.
AT
3
2
"
O
.
C
.
60
0
S
1
6
2
-
4
3
AT
1
6
"
O
.
C
.
HE
A
D
E
R
,
S
E
E
SC
H
E
D
U
L
E
CO
N
T
.
L4
x
4
x
1
/
4
DE
C
K
A
N
G
L
E
EX
T
.
F
I
N
I
S
H
,
SE
E
A
R
C
H
.
3/
1
6
1
-
1
2
.
BR
I
C
K
LI
N
T
E
L
,
S
E
E
SC
H
E
D
U
L
E
6'
-
0
"
3/
1
6
.
2-
1
2
TY
P
.
60
0
S
1
6
2
-
4
3
A
T
1
6
"
O.
C
.
W
/
C
L
I
P
A
N
G
L
E
EA
.
E
N
D
HE
A
D
E
R
,
S
E
E
SC
H
E
D
U
L
E
1
2
2N
D
F
L
O
O
R
13
'
-
4
"
W-
B
E
A
M
,
SE
E
P
L
A
N
CO
N
C
.
S
L
A
B
O
N
MT
L
.
D
E
C
K
NO
T
E
:
E
X
T
.
F
I
N
I
S
H
NO
T
S
H
O
W
N
F
O
R
CL
A
R
I
T
Y
CO
N
T
.
L4
x
4
x
1
/
4
DE
C
K
A
N
G
L
E
6'
-
0
"
DO
U
B
L
E
A
N
G
L
E
CO
N
N
E
C
T
I
O
N
HS
S
C
O
L
U
M
N
,
SE
E
P
L
A
N
HS
S
C
O
L
U
M
N
,
SE
E
P
L
A
N
AIS
C
S
I
N
G
L
E
SH
E
A
R
P
L
CO
N
N
.
W
/
7/
8
"
Ø
B
O
L
T
S
3/
1
6
.
2-
1
2
TY
P
.
2N
D
F
L
O
O
R
13
'
-
4
"
ST
A
I
R
W
E
L
L
PL
A
T
F
O
R
M
,
SE
E
A
R
C
H
.
8"
B
O
N
D
BE
A
M
W
/
(
2
)
#5
B
A
R
S
GR
O
U
T
F
I
L
L
CE
L
L
S
2
'
-
8
"
BE
L
O
W
B
R
G
.
&
1'
-
6
"
E
I
T
H
E
R
SI
D
E
F
R
O
M
BR
G
.
C
L
JO
I
S
T
S
E
T
T
I
N
G
PL
3
/
8
x
7
x
8
W
/
(
2
)
3/
4
"
Ø
x
1
0
"
L
O
N
G
HD
S
T
U
D
S
ST
E
E
L
J
O
I
S
T
,
SE
E
P
L
A
N
CO
N
C
.
S
L
A
B
O
N
M
T
L
.
D
E
C
K
CO
N
T
.
L
4
x
4
x
1
/
4
D
E
C
K
A
N
G
L
E
W/
1
/
2
"
Ø
E
X
P
.
B
O
L
T
A
T
2
4
"
O
.
C
.
IN
T
O
S
O
L
I
D
G
R
O
U
T
E
D
C
E
L
L
8"
M
A
S
O
N
R
Y
W
A
L
L
,
S
E
E
P
L
A
N
EL
E
V
A
T
O
R
SH
A
F
T
A
T
S
I
M
.
CO
N
D
I
T
I
O
N
2N
D
F
L
O
O
R
13
'
-
4
"
ST
A
I
R
W
E
L
L
P
L
A
T
F
O
R
M
,
SE
E
A
R
C
H
.
8"
B
O
N
D
B
E
A
M
W
/
(2
)
#
5
B
A
R
S
ST
E
E
L
J
O
I
S
T
,
SE
E
P
L
A
N
8"
M
A
S
O
N
R
Y
W
A
L
L
,
S
E
E
P
L
A
N
CO
N
C
.
S
L
A
B
O
N
M
T
L
.
D
E
C
K
CO
N
T
.
L
4
x
4
x
1
/
4
D
E
C
K
A
N
G
L
E
W/
1
/
2
"
Ø
B
O
L
T
A
T
2
4
"
O
.
C
.
5/
8
.
6
TY
P
.
EL
E
V
A
T
O
R
S
H
A
F
T
A
T
SIM
.
C
O
N
D
I
T
I
O
N
2N
D
F
L
O
O
R
13
'
-
4
"
ST
E
E
L
J
O
I
S
T
,
SE
E
P
L
A
N
CO
N
C
.
S
L
A
B
ON
M
T
L
.
D
E
C
K
W-
B
E
A
M
,
S
E
E
PL
A
N
1/
2
x
7
x
7
S
E
T
T
I
N
G
P
L
W/
(
2
)
3
/
4
"
Ø
x
1
0
"
LO
N
G
H
D
.
S
T
U
D
S
CO
N
T
L
4
x
4
x
1
/
4
DE
C
K
A
N
G
L
E
W
/
1/
2
"
Ø
E
X
P
.
B
O
L
T
AT
2
4
"
O
.
C
.
8"
B
O
N
D
B
E
A
M
W
/
(2
)
#
5
B
A
R
S
GR
O
U
T
C
E
L
L
S
2
'
-
8
"
BE
L
O
W
B
R
G
.
&
1
'
-
6
"
EA
.
S
I
D
E
O
F
B
R
G
.
1/
4
.
C 2ND FLOOR 13'-4"AISC SINGLE SHEAR PL CONN. W/ 7/8"Ø BOLTS W-BEAM, SEE PLAN1/4"1/4"HSS COLUMN, SEE PLANSTEEL JOIST, SEE PLANCONC. SLAB ON MTL. DECK DO NOT WELD JOIST TO PLATE, TYP.
C
2N
D
F
L
O
O
R
13
'
-
4
"
W-
B
E
A
M
,
S
E
E
P
L
A
N
ST
E
E
L
J
O
I
S
T
,
S
E
E
P
L
A
N
CO
N
C
.
S
L
A
B
O
N
M
T
L
.
D
E
C
K
MI
N
.
1/
4
"
MI
N
.
1/
4
"
FI
E
L
D
W
E
L
D
A
N
G
L
E
F
R
O
M
CO
N
C
E
N
T
R
A
T
E
D
L
O
A
D
L
O
C
A
T
I
O
N
TO
N
E
A
R
E
S
T
T
O
P
P
R
B
O
T
.
CH
O
R
D
P
A
N
E
L
P
O
I
N
T
.
R
E
Q
U
I
R
E
D
AN
G
L
E
S
I
Z
E
S
A
R
E
A
S
F
O
L
L
O
W
S
:
JO
I
S
T
D
E
P
T
H
AN
G
L
E
S
I
Z
E
8"
T
O
2
4
"
L
1
x
1
x
1
/
4
16
"
T
O
4
8
"
L
2
x
2
x
3
/
1
6
HA
N
G
E
R
LO
A
D
/
M
E
C
H
.
UN
I
T
S
HA
N
G
E
R
LO
A
D
ME
C
H
.
UN
I
T
S
ME
C
H
.
UN
I
T
S
RO
U
N
D
B
A
R
N
O
T
AC
C
E
P
T
A
B
L
E
(
R
E
I
N
F
O
R
C
E
W
/
AN
G
L
E
A
S
S
H
O
W
N
T
O
T
H
E
LE
F
T
)
TY
P
MO
D
I
F
I
C
A
T
I
O
N
I
S
T
Y
P
.
F
O
R
A
L
L
J
O
I
S
T
S
SU
P
P
O
R
T
I
N
G
L
O
A
D
F
R
O
M
T
O
P
O
R
B
O
T
.
CH
O
R
D
B
E
T
W
E
E
N
P
A
N
E
L
P
O
I
N
T
S
.
VE
R
I
F
Y
L
O
C
A
T
I
O
N
&
N
O
.
O
F
L
O
A
D
S
W
/
AR
C
H
.
,
M
E
C
H
.
,
P
L
U
M
B
.
,
&
E
L
E
C
.
D
W
G
S
.
JO
I
S
T
SE
C
T
I
O
N
A
-
A
3/
1
6
3/
1
6
OP
P
.
L4
x
4
x
1
/
4
x
0
'
-
6
"
L
O
N
G
(
T
Y
P
.
)
L4
x
4
x
1
/
4
L4
x
4
x
1
/
4
L4
x
4
x
1
/
4
(
T
Y
P
.
)
PR
O
V
I
D
E
A
N
G
L
E
S
A
S
RE
Q
U
I
R
E
D
T
O
F
R
A
M
E
O
P
E
N
I
N
G
.
PR
O
V
I
D
E
J
O
I
S
T
S
T
R
U
T
A
S
RE
Q
U
I
R
E
D
.
S
E
E
T
Y
P
.
J
O
I
S
T
LO
A
D
S
T
R
U
T
D
E
T
A
I
L
NO
T
E
:
OP
E
N
I
N
G
D
E
T
A
I
L
S
H
O
W
N
A
P
P
L
I
E
S
TO
A
L
L
O
P
E
N
I
N
G
S
W
H
E
R
E
L
E
A
S
T
DI
M
E
N
S
I
O
N
I
S
1
3
"
O
R
L
A
R
G
E
R
.
RE
I
N
F
O
R
C
E
O
P
E
N
I
N
G
S
L
E
S
S
TH
A
N
1
3
"
B
Y
W
E
L
D
I
N
G
1
6
G
A
U
G
E
SH
E
E
T
M
E
T
A
L
1
'
-
0
"
W
I
D
E
R
T
H
A
N
OP
E
N
I
N
G
T
O
M
E
T
A
L
D
E
C
K
.
WH
E
R
E
D
I
M
E
N
S
I
O
N
"
E
"
I
S
L
E
S
S
TH
A
N
6
"
A
N
G
L
E
M
A
Y
B
E
O
M
I
T
T
E
D
℄
JO
I
S
T
℄
JO
I
S
T
L4
x
4
x
1
/
4
x
0
'
-
6
"
LO
N
G
A
A
A
A
VA
R
I
E
S
-
S
E
E
P
L
A
N
"E
"
"E
"
1"
M
A
X
.
1 1/2" MTL. DECK W/ CONC. TOPPING JOIST BEYONDB.O. DECK SEE PLAN1/4x4x0'-10" POUR STOP W/24" LG. #3 DEFORMED BAR WELDED AT 18" O.C.L4x4x1/4" FRAME PER DTL 15/S05.0ACCESS HATCH PER ARCHms consultants, inc.engineers, architects, planners 2221 Schrock Road Columbus, Ohio 43229 phone (614) 898-7100 fax (614) 898-7570 SHEETSHEET TITLESCALEISSUE DATEDRAWN BY CHECKED BY APPROVED BY BANKING CENTER FOR:PROJECT NO.:REVISIONBID SETAs indicated
7/17/2012 4:18:30 PM
205 EAST CARMEL DRIVE FRAMING SECTIONS S05.0 62-40188-21CLS06/14/12RDW CARMEL, INDIANA 46032 NPAL - CARMEL DRIVE
SC
A
L
E
=
3
/
4
"
=
1
'
-
0
"
S0
5
.
0
EN
T
R
Y
S
E
C
T
I
O
N
1
SC
A
L
E
=
3
/
4
"
=
1
'
-
0
"
S0
5
.
0
EN
T
R
Y
S
E
C
T
I
O
N
A
T
C
O
L
U
M
N
2
SC
A
L
E
=
3
/
4
"
=
1
'
-
0
"
S0
5
.
0
TY
P
.
J
O
I
S
T
A
T
C
O
L
U
M
N
3
SCALE = 3/4" = 1'-0"S05.0TYP. SECTION AT WINDOW4
SC
A
L
E
=
3
/
4
"
=
1
'
-
0
"
S0
5
.
0
TY
P
.
S
E
C
T
I
O
N
A
T
W
I
N
D
O
W
7
SCALE = 3/4" = 1'-0"S05.0TYP. BEAM AT COLUMN8
SC
A
L
E
=
3
/
4
"
=
1
'
-
0
"
S0
5
.
0
EN
T
R
Y
S
E
C
T
I
O
N
5
SC
A
L
E
=
3
/
4
"
=
1
'
-
0
"
S0
5
.
0
EN
T
R
Y
S
E
C
T
I
O
N
A
T
C
O
L
U
M
N
6
SC
A
L
E
=
3
/
4
"
=
1
'
-
0
"
S0
5
.
0
JO
I
S
T
B
E
A
R
I
N
G
S
E
C
T
I
O
N
9
SC
A
L
E
=
3
/
4
"
=
1
'
-
0
"
S0
5
.
0
ST
A
I
R
S
E
C
T
I
O
N
10
SC
A
L
E
=
3
/
4
"
=
1
'
-
0
"
S0
5
.
0
TY
P
.
B
E
A
M
A
T
C
M
U
11
SCALE = 3/4" = 1'-0"S05.0JOIST BEARING SECTION12
SC
A
L
E
=
3
/
4
"
=
1
'
-
0
"
S0
5
.
0
JO
I
S
T
B
E
A
R
I
N
G
S
E
C
T
I
O
N
13
SC
A
L
E
=
3
/
4
"
=
1
'
-
0
"
S0
5
.
0
TY
P
I
C
A
L
J
O
I
S
T
R
E
I
N
F
O
R
C
I
N
G
D
E
T
A
I
L
14
SC
A
L
E
=
1
/
2
"
=
1
'
-
0
"
S0
5
.
0
FR
A
M
E
D
O
P
E
N
I
N
G
15
SCALE = 3/4" = 1'-0"S05.0FRAMED SLAB OPENING16#DATEDESCRIPTION