C
E
F
>
>
3x10#9 10-04 D
10#9 10-04 D
10#9 10-04 D
10#8 9-02 D
M
5x10#9 10-04 D
EL 181.50’
EL 181.50’
TOS
B
EL 181.50’
TOS
EL 181.50’
TOS
EL 181.50’
EL 181.50’
(53)
TOS
10#9 10-04 D
TOS
TOS
(53)
(45)
(53)
M
(45)
12#10 6-07
5x12#10 6-07 V
1
1
1
1
-
SIM
SIM
SIM
EL 181.50’
EL 181.50’
TOS
TOS
12#10 10A36
(45)
12#8 9-01
1
2
SIM
12#10 9-01 V
-
12#10 6-07 V
3x12#10 9-01 V
12#10 10A35
1
SIM
1
12#10 10A34 V
53#5 5A2 @4" TIES
53#5 5A3 @4" TIES
3x53#5 5A4 @4" TIES
3x53#5 5A2 @4" TIES
3x53#5 5A3 @4" TIES
9x53#5 5A4 @4" TIES
SIM
5x12#10 10A34 V
47#5 5A2 @4" TIES
12#10 10A34 V
3x12#10 10A34 V
12#8 8A37
5x45#5 5A2 @4" TIES
5x45#5 5A3 @4" TIES
15x45#5 5A4 @4" TIES
47#5 5A3 @4" TIES
3x47#5 5A4 @4" TIES
45#5 5A2 @4" TIES
45#5 5A3 @4" TIES
3x45#5 5A4 @4" TIES
53#5 5A8 @4" TIES
53#5 5A9 @4" TIES
3x53#5 5A4 @4" TIES
45#5 5A2 @4" TIES
45#5 5A3 @4" TIES
3x45#5 5A4 @4" TIES
43#5 5A2 @4" TIES
43#5 5A3 @4" TIES
3x43#5 5A4 @4" TIES
12#10 10A34
12#10 10A34
12#10 10A34 V
EL 166.0’
TOS
EL 166.0’
EL 163.50’
EL 163.50’
TOS
TOS
EL 163.50’
TOS
EL 163.50’
TOS
EL 163.50’
1B17
EL 166.0’
EL 166.0’
TOS
TOS
TOS
TOS
COLUMN C3
AT GRID LINE 2/B,2/D,2/E
COLUMN C3
COLUMN C3
COLUMN C3
AT GRID LINE 2/C
AT GRID LINE 2/F
COLUMN C3
AT GRID LINE 2/G,2/H,2/J,2/K,2/L
(TYP 3 PLCS)
COLUMN C7
AT GRID LINE 2/M
AT GRID LINE 2.9/M
COLUMN C7
COLUMN C8
AT GRID LINE 2.9/B
AT GRID LINE 3/E
(TYP 5 PLCS)
B
F
E
F
H
G
>
K
10#8 9-02 D
10#9 10-04 D
EL 181.50’
10#9 10-04 D
TOS
3x10#9 10-04 D
10#8 9-02 D
EL 181.50’
EL 181.50’
EL 181.50’
10#9 10-04 D
TOS
EL 181.50’
TOS
10#9 10-04 D
TOS
EL 181.50’
EL 181.50’
TOS
TOS
TOS
EL 181.50’
(31)
(45)
(45)
12#10 6-07 V
12#10 10A56
3x12#10 6-07 V
1
1
SIM
SIM
1
2
SIM
SIM
12#10 6-07 V
2
12#10 6-07
12#8 9-01
SIM
53#5 5A8 @4" TIES
46#5 5A2 @4" TIES
46#5 5A3 @4" TIES
3x46#5 5A4 @4" TIES
3x45#5 5A2 @4" TIES
45#5 5A8 @4" TIES
3x45#5 5A3 @4" TIES
9x45#5 5A4 @4" TIES
45#5 5A9 @4" TIES
3x45#5 5A4 @4" TIES
1
1
SIM
SIM
46#5 5A2 @4" TIES
46#5 5A3 @4" TIES
46#5 5A4 @4" TIES
12#10 6-07
EL 171.0’
12#10 10A34
EL 171.0’
TOS
46#5 5A2 @4" TIES
46#5 5A3 @4" TIES
46#5 5A4 @4" TIES
12#10 6-07
44#5 5A2 @4" TIES
44#5 5A3 @4" TIES
3x44#5 5A4 @4" TIES
TOS
12#10 10A34 V
EL 171.0’
1
SIM
53#5 5A9 @4" TIES
53#5 5A4 @4" TIES
45#5 5A2 @4" TIES
45#5 5A3 @4" TIES
3x45#5 5A4 @4" TIES
TOS
3x12#10 10A34 V
12#10 10A34 V
12#10 10A34
12#10 10A34 V
TOS
EL 171.0’
12#10 10A34
TOS
EL 171.0’
12#8 8A37
TOS
EL 166.0’
TOS
EL 166.0’
EL 166.0’
EL 166.0’
TOS
TOS
TOS
EL 163.50’
EL 166.0’
TOS
EL 163.50’
EL 163.50’
TOS
EL 166.0’
TOS
EL 163.50’
TOS
TOS
TOS
1B13
COLUMN C3
COLUMN C3
AT GRID LINE 3/F
(TYP 3 PLCS)
SIZE
10
COLUMN C8
COLUMN C7
COLUMN C8
COLUMN C3
AT GRID LINE 3/K
AT GRID LINE 4/B
AT GRID LINE 4/E
AT GRID LINE 4/F
AT GRID LINE 3/G,3/H,3/J
BAR
BND
EP
MARK
V
10A34
TYP
31
CD
BENDING DIMENSIONS
B
C
D
E
F/R
A
5-08
1-001
7-07
G
H
0-023
J
K
1-00
COLUMN C3
COLUMN C3
AT GRID LINE 4/G
AT GRID LINE 4/H
O
LAP TABLE
14-03
LAP SPLICE GIVEN BELOW
IS THE EXTRACT OF TABLE
IN STRUCTURAL SHEET S4.1
COLUMN (C-1/P-1 TO 2nd FLOOR) REINFORCEMENT DETAILS
10
10A35
2
1-10
6-06
10
10A36
2
1-10
9-00
10
10A56
2
1-10
9-01
8
8A37
5
5A2
31
T1
4-06
0-052
1-001
1-01
COVER
BAR
SIZE
2
7-07
2-03
1-01
0-022
2-03
0-052
5
5A3
T9
0-052
2-03
0-06
5
5A4
T9
0-052
1-01
0-06
1-00
13-01
A
T1
0-052
1-01
1-09
1-01
1-09
0-052
T9
0-052
1-09
ALL SIDES = 1 1/2"
OTHER BARS
V
- VERTICALS
D
- DOWELS
TOS
- TOP OF SLAB
TOF
- TOP OF FOOTING
22"
#4
20"
#5
28"
#5
25"
#6
33"
#6
30"
#7
48"
#7
44"
#8
55"
#8
50"
PUGET SOUND STEEL CO., INC.
#9
62"
#9
57"
(253) 854-3600
#10
70"
#10
64"
1’-4"
T1
0-06
5A2 @4" TIES
5A3 @4" TIES
G
A
C
5A9 @4" TIES
2’-6"
5A9
COLUMN
#4
B
B
5
fc = 6000 psi
COLUMNS: 6000 & 5000 PSI
G
E
D
#10 V
2’
- 0"
5A8
BAR
SIZE
OTHER BARS
1’-4"
5
fc = 5000 psi
ABBREVIATIONS
#8 V
CUSTOMER
5A8 @4" TIES
5A4 @4" TIES
5A4 @4" TIES
SKANSKA
DESCRIPTION
ALLEY 111 APARTMENTS
LOCATION
BELLEVUE, WA 98004
T9
COLUMNS LEVEL C1/P1 TO 2nd FLOOR
SECTION
G
A
1
-
SECTION
REINFORCING FOR:
2
-
DRAWN
REINFORCEMENT DETAILS
DATE
JOB
No.
B
NSH
1
5-21-14
JOB USE
03/21/14
DWG
No.
ALL MAT’L TO BE ASTM-A615 GRADE 60
13-05
RC03