Drawings_-_Montgomery__STRUCT_STEEL_SUPPLY_CF_D.PDF
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- Montgomery Structural Steel Supply Federal contract opportunity
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- W911WN17Q2099
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US ARMY CORPS
OF ENGINEERS
PITTSBURGH DISTRICT
SOLICITATION NO.
STRUCTURAL STEEL SUPPLY CONTRACT
110FT LOCK CHAMBER
NEW D.S. BULKHEAD RECESSES
PENNSYLVANIA
BEAVER COUNTY
MONTGOMERY LOCKS AND DAMS
OHIO RIVER
CERTIFIED FINAL
FEBRUARY 2017
DS BULKHEAD RECESS ASSEMBLY
110FT LOCK CHAMBER
SF-501
A N
S I
D
" PL4
HP10x42
0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"
PLAN
ELEVATION
QUANTITY: 1
MATERIAL: ASTM A572 GR 50
a u t o d e s ig n B
E
D D
B M
A
L M
O O
S
F x x x .d g n a u t o s c a le
2'-6"
3"
R
ELEVATION
PLAN
R
L A
N D
W A
L L D
E T
A
IL
S
PLAN
ELEVATION ELEVATION
QUANTITY: 1
MATERIAL: ASTM A572 GR 50
2'-6"
2'-1"
1'-5"
2'-6"
/1
/2
J T
R
IP
P
B A
N D
E R
S O
N
M L
IN
D S
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B J
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A1
SF-501-A1
" PL4
A2
SF-501-A2
A4
SF-501-A4
A5
SF-501-A5
(1 OPP HAND)
(1 AS SHOWN)
QUANTITY: 2
MATERIAL: ASTM A36
HP10x42
PLAN
QUANTITY: 2
MATERIAL: ASTM A36
D S R
E C
E S
S A
S S
E M
B L
Y F
A B
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S
ELEVATION
t o d e s ig n B
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C D
M L
L
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F x x x .d g n a u t o s c a le
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PLAN
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A1
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A2
SF-502-A2
J T
R
IP
P
B A
N D
E R
S O
N
M L
IN
D S
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B J
O N
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QUANTITY: 2
MATERIAL: ASTM A992 GR 50
PLAN
ELEVATION
W5x16
" PL4
SCALE : 3/8"=1’-0" 0 2’ 4’ 6’
ELEVATION
5’-0"
SCALE : 3/8"=1’-0" 0 2’ 4’ 6’ A3
SF-502-A3
A4
SF-502-A4
QUANTITY: 2
MATERIAL: ASTM A992 GR 50
PLAN
ELEVATION
W5x16
0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0"
1 EA SF-502-A1-2
QUANTITY: 1 EA SF-502-A1-1
MATERIAL: ASTM A36
2 EA SF-502-A2-2
QUANTITY: 2 EA SF-502-A2-1
MATERIAL: ASTM A36
(S
F -5
-A
-2
(S
F -5
-A
-1
(S
F -5
-A
-2
(S
F -5
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SF-503
S
" PL4
HP10x42
0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0"
PLAN
t o d e s ig n B
E
C D
M L
L
L M
O O
S
F x x x .d g n a u t o s c a le
2’-6"
3"
R
ELEVATION
PLAN
PLAN
ELEVATION
QUANTITY: 1
MATERIAL: ASTM A572 GR 50
2’-6"
2’-1"
1’-5"
2’-6"
/1
/2
J T
R
IP
P
B A
N D
E R
S O
N
M L
IN
D S
E Y
B J
O N
E S
A1
SF-503-A1
" PL4
A2
SF-503-A2
A4
SF-503-A4
A5
SF-503-A5
M
ID
D L E W
A L L D
E T
A
IL
S
(1 OPP HAND)
(1 AS SHOWN)
QUANTITY: 2
MATERIAL: ASTM A36
HP10x42
PLAN
ELEVATION
QUANTITY: 1
MATERIAL: ASTM A572 GR 50
QUANTITY: 2
MATERIAL: ASTM A36
D S R
E C
E S
S A
S S
E M
B L
Y F
A B
R
IC
A T
IO
N
S O
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IC
IT
A T
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N N
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SF-504
S t o d e s ig n B
E
D D
B M
A
L M
O O
S
F x x x .d g n a u t o s c a le
M
ID
D L E W
A L L D
E T
A
PLAN
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/1
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J T
R
IP
P
B A
N D
E R
S O
N
M L
IN
D S
E Y
B J
O N
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A1
SF-504-A1
A2
SF-504-A2
" PL4
" PL4
SCALE : 3/8"=1'-0" 0 2' 4' 6' SCALE : 3/8"=1'-0" 0 2' 4' 6'
5'-0"
A3
SF-504-A3
A4
SF-504-A4
QUANTITY: 2
MATERIAL: ASTM A992 GR 50
PLAN
ELEVATION
W5x16
0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"
PLAN
W5x16
QUANTITY: 2
MATERIAL: ASTM A992 GR 50
ELEVATION
B Y G
O V
E R
N M
E N
T
W E
L D
IN
G O
F J
O
IN
T
J O
IN
T I
N S
F -5
-A
1 EA SF-504-A1-2
QUANTITY: 1 EA SF-504-A1-1
MATERIAL: ASTM A36
2 EA SF-504-A2-2
QUANTITY: 2 EA SF-504-A2-1
MATERIAL: ASTM A36
B Y G
O V
E R
N M
E N
T
W E
L D
IN
G O
F J
O
IN
T
J O
IN
T I
N S
F -5
-A
(S
F -5
-A
-2
(S
F -5
-A
-1
(S
F -5
-A
-2
(S
F -5
-A
-1
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S A
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A B
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N
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A T
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N N
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CERTIFIED FINAL
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C
IN
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A V
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SF-505
S t o d e s ig n B
E
C D
M L
L
L M
O O
S
F x x x .d g n a u t o s c a le
ELEVATION
1’-10"
5"6"6"
8"
2"
SIDE
QUANTITY: 2
MATERIAL: ASTM A36
R
" PL4
(TYP)
"Ø x 8" HCA4
0 3" 6" 9" 12"SCALE : 3"=1’-0"
QUANTITY: 2
MATERIAL: ASTM A36
8"
0 3" 6" 9" 12"SCALE : 3"=1’-0"
ELEVATION
2"
PLAN
3"
R
3"
R
(TYP)
"Ø x 8" HCA4
8"
3"R
4"
" PL4
"Ø HOLE4
3"
0 3" 6" 9" 12"SCALE : 3"=1’-0"
QUANTITY: 2
MATERIAL: ASTM A572 GR 50
6°
/1
/2
J T
R
IP
P
B A
N D
E R
S O
N
M L
IN
D S
E Y
B J
O N
E S
L A
N D
W A
L L D
E T
A
IL
S
C2
SF-505-C2
A1
SF-505-A1 - WALL CORNER
C1
SF-505-C1 - CORNER CAP
D S R
E C
E S
S A
S S
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B L
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A B
R
IC
A T
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S t o d e s ig n B
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C D
M L
L
L M
O O
S
F x x x .d g n a u t o s c a le
ELEVATION
1’-10"
5"6"6"
8"
2"
SIDE
QUANTITY: 2
MATERIAL: ASTM A36
R
" PL4
(TYP)
"Ø x 8" HCA4
0 3" 6" 9" 12"SCALE : 3"=1’-0"
QUANTITY: 2
MATERIAL: ASTM A36
8"
0 3" 6" 9" 12"SCALE : 3"=1’-0"
ELEVATION
2"
PLAN
3"
R
3"
R
(TYP)
"Ø x 8" HCA4
8"
3"R
4"
" PL4
"Ø HOLE4
3"
0 3" 6" 9" 12"SCALE : 3"=1’-0"
QUANTITY: 2
MATERIAL: ASTM A572 GR 50
6°
/1
/2
J T
R
IP
P
B A
N D
E R
S O
N
M L
IN
D S
E Y
B J
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E S
C2
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A1
SF-506-A1 - WALL CORNER
C1
SF-506-C1 - CORNER CAP
M
ID
D L E W
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A
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DS PROTECTION PLATE ASSEMBLY
SG-501
S
E T
A
IL
S
R 1"
R 3"
W24x55
"16 93’-3
"16 54 "16
152’-6
3" 3"
1’-4""16
1"
R
"16 93’-3
"16 54 "16
152’-6
"8 79 "16
131’-7
W10x30
W24x55
W6x20
4" 4"
1"
R
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
"16 51 "8
11""16
"8 5Ø 2 t o d e s ig n B
E
C D
M L
L
L M
O O
S
G x x x .d g n a u t o s c a le
0 3" 6" 9" 12"SCALE : 3"=1’-0"
" HOLE16
13Ø
HOLE (TYP)
"16 13Ø
L C BEAM
(26 MIDDLE WALL)
(26 LANDWALL)
QUANTITY: 52
MATERIAL: ASTM A992
(1 MIDDLE WALL)
(1 LANDWALL)
QUANTITY: 2
MATERIAL: ASTM A992
HOLE (TYP)
"16 13Ø
/1
/2
J T
R
IP
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B A
N D
E R
S O
N
M L
IN
D S
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B J
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A1
SG-501-A1
A3
SG-501-A3
C3
SG-501-C3
A5
SG-501-A5
"16 139 "16
"2
HOLE (TYP)
"16 13Ø
HOLE (TYP)
"16 13Ø
Ø 1"
R 1"
R 2"
"4 37 4
S
P
S
P
S
P
ACCESS HOLE
" WELD2
1R 1
"2
"2
2"
2"
SCALE : 3/8"=1’-0" 0 2’ 4’ 6’
(12 MIDDLE WALL)
(12 LANDWALL)
QUANTITY: 24
MATERIAL: ASTM A992
EA LANDWALL AND MIDDLE WALL)
(2 OPP HAND (BTM 3 HOLES), 1
AND MIDDLE WALL)
(2 AS SHOWN, 1 EA LANDWALL
QUANTITY: 4
MATERIAL: ASTM A992
D S P
R O
T E
C T
IO
N P
L A
T E F
A B
R
IC
A T
IO
N
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
R E
C E
S S
E S
F
T L
O C
K
N E
W M
A
IN
T E
N A
N C
E B
U L
K H
E A
D
CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
SG-502
S
T
A
IL
S
"16 54’-1
" PL4
1" PL4
" PL8
3’-11"
"2 15"2
"2 11 "2
(TYP)
"Ø HOLE16
"2
"4
2"
" PL4
" PL8
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
0 6" 1’ 2’SCALE : 1 1/2"=1’-0" 0 3" 6" 9" 12"SCALE : 3"=1’-0" 0 1" 2" 3" 4"SCALE : 6"=1’-0"
SCALE : 1"=1" 2"1"0
1" PL
"8
SIDE
BEVEL EACH
t o d e s ig n B
E
C D
M L
L
L M
O O
S
G x x x .d g n a u t o s c a le
(4 MIDDLE WALL)
(4 LANDWALL)
QUANTITY: 8
MATERIAL: ASTM A36
(1 MIDDLE WALL)
(1 LANDWALL)
QUANTITY: 2
MATERIAL: ASTM A36
(2 MIDDLE WALL)
(2 LANDWALL)
QUANTITY: 4
MATERIAL: ASTM A36
(1 MIDDLE WALL)
(1 LANDWALL)
QUANTITY: 2
MATERIAL: ASTM A36
(1 MIDDLE WALL)
(1 LANDWALL)
QUANTITY: 2
MATERIAL: ASTM A36
/1
/2
R
8"
J T
R
IP
P
B A
N D
E R
S O
N
M L
IN
D S
E Y
B J
O N
E S
A1
SG-502-A1
A2
SG-502-A2
A3
SG-502-A3
A5
SG-502-A5
C2
SG-502-C2
C3
SG-502-C3
(2 MIDDLE WALL)
(2 LANDWALL)
QUANTITY: 4
MATERIAL: ASTM A36
D S P
R O
T E
C T
IO
N P
L A
T E F
A B
R
IC
A T
IO
N
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
R E
C E
S S
E S
F
T L
O C
K
N E
W M
A
IN
T E
N A
N C
E B
U L
K H
E A
D
CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
SG-503
S
T
A
IL
S
6"
5"
"2
4"1"
" PL4
" PL4
(TYP)
"Ø HOLES16
"Ø HOLE16
0 1" 2" 3" 4"SCALE : 6"=1’-0" 0 1" 2" 3" 4"SCALE : 6"=1’-0"
t o d e s ig n B
E
C D
M L
L
L M
O O
S
G x x x .d g n a u t o s c a le
S
P
"4
"16 13"x4
L8x6x1
(2 MIDDLE WALL)
(2 LANDWALL)
QUANTITY: 4
MATERIAL: ASTM A36
(2 MIDDLE WALL)
(2 LANDWALL)
QUANTITY: 4
MATERIAL: ASTM A36
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
/1
/2
J T
R
IP
P
B A
N D
E R
S O
N
M L
IN
D S
E Y
B J
O N
E S
A1
SG-503-A1
A2
SG-503-A2
C1
SG-503-C1
(6 MIDDLE WALL)
(6 LANDWALL)
QUANTITY: 12
MATERIAL: ASTM A36
D S P
R O
T E
C T
IO
N P
L A
T E F
A B
R
IC
A T
IO
N
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
R E
C E
S S
E S
F
T L
O C
K
N E
W M
A
IN
T E
N A
N C
E B
U L
K H
E A
D
CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
POIREE SILL BEAM
SH-501
S t o d e s ig n B
E
C D
M L
L
L M
O O
S
H x x x .d g n a u t o s c le
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
B U
L K
H E
A D O
U T
E R S
U P
P O
R T
F R
A M
IN
G D
E T
A
IL
S
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
2 OPP HAND
2 AS SHOWN
QUANTITY: 4
MATERIAL: ASTM A36
J T
R
IP
P
B A
N D
E R
S O
N
M L
IN
D S
E Y
/0
/2
B J
O N
E S
A1
SH-501-A1
A2
SH-501-A2
A3
SH-501-A3
A5
SH-501-A5
0 3" 6" 9" 12"SCALE : 3"=1’-0"2’1’0SCALE : 1"=1’-0"
"2
"2
2"
7"
R
R
45° (TYP)
7"
" PL2
" PL2
(TYP)
"Ø HOLE16
(TYP)
"Ø HOLE16
(TYP)
"Ø HOLE16
2"
QUANTITY: 2
MATERIAL: ASTM A36
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"A4
SH-501-A4
2 OPP HAND
2 AS SHOWN
QUANTITY: 4
MATERIAL: ASTM A36
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"C4
SH-501-C4
C3
SH-501-C3
1 OPP HAND
1 AS SHOWN
QUANTITY: 2
MATERIAL: ASTM A36
9"
11"
" PL2
(T Y P
1’-5"
" PL2
" PL2
1’-5"
2’1’0SCALE : 1"=1’-0"
QUANTITY: 2
MATERIAL: ASTM A36
P O
IR
E E S
IL
L B
E A
M F
A B
R
IC
A T
IO
N
QUANTITY: 2
MATERIAL: ASTM A36
" PL2
QUANTITY: 4
MATERIAL: ASTM A36
" PL2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
R E
C E
S S
E S
F
T L
O C
K
N E
W M
A
IN
T E
N A
N C
E B
U L
K H
E A
D
CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
SH-502
S t o d e s ig n B
E
C D
M L
L
L M
O O
S
H x x x .d g n a u t o s c
0 6" 1’ 2’SCALE : 1 1/2"=1’-0" 0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
U
L K
H E
A D I
N N
E R S
U P
P O
R T
F R
A M
IN
G D
E T
A
IL
S
QUANTITY: 6
MATERIAL: ASTM A36
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
3 OPP HAND
3 AS SHOWN
QUANTITY: 6
MATERIAL: ASTM A36
J T
R
IP
P
B A
N D
E R
S O
N
M L
IN
D S
E Y
/0
/2
B J
O N
E S
A1
SH-502-A1
A2
SH-502-A2
A3
SH-502-A3
A4
SH-502-A4
C5
SH-502-C5
0 1" 2" 3" 4"SCALE : 6"=1’-0"
0 3" 6" 9" 12"SCALE : 3"=1’-0"
8"
7"
45° (TYP)
(TYP)
"Ø HOLE16
"16
5""2
PIPE
"Ø STD2
7"
(TYP)
HOLE
"Ø16
5"2"
PIPE PLATE
STRUT
ANGLE FOR
THE UPSTREAM
ONLY USE ON
THESE 4 HOLES
" PL2
QUANTITY: 3
MATERIAL: ASTM A53
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"A5
SH-502-A5
QUANTITY: 6
MATERIAL: ASTM A36
QUANTITY: 6
MATERIAL: ASTM A36
" PL2
1’-5"
" PL2
(TYP)
"Ø HOLE16
" PL2
1’-5"
ELEVATION PLAN ELEVATION PLAN
QUANTITY: 3
MATERIAL: ASTM A36
P O
IR
E E S
IL
L B
E A
M F
A B
R
IC
A T
IO
N
" PL2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
R E
C E
S S
E S
F
T L
O C
K
N E
W M
A
IN
T E
N A
N C
E B
U L
K H
E A
D
CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
SH-503
S t o d e s ig n B
E
C D
M L
L
L M
O O
S
H x x x .d g n a u t o s c
U
L K
H E
A D S
IL
L B
E A
M D
E T
A
J
R
IP
P
B A
N D
E R
S O
N
M L
IN
D S
E Y
/0
/2
B J
O N
E S
"2 11’-4
"2 15’-5
"2 17 "2
12’-6
L
ANCHOR LOCATIONS) (TYP)
SLOTTED HOLES (EPOXY
AS SHOWN AT C OF
"4 1" x 4
1GRIND NOTCH
L
LOCATIONS) (TYP)
(MECHANICAL ANCHOR
C OF ROUND HOLES
INSTALL WELD BEAD AT
FOR WELD BEAD
DETAIL A3/SH-503
"Ø HOLE, SEE4
20’-0"
8" 8""2 12’-7 "2
11’-9 "2 112’-3" = 2
15 SPACES @ 2’-5 "2
11’-11
"2 11’-11 "4
31’-7 "4 31’-7
"4 31’-2
FOR WELD BEAD
DETAIL A3/SH-503
"Ø HOLES, SEE4
1(2)1
1" PL
1" PL
1" PLFOR WELD BEAD
DETAIL A3/SH-503
"Ø HOLES, SEE4
1(2)1
20’-0"
8""2 12’-3 "2
12’-5 "2 11’-9 "4
31’-6 "4 31’-6 "2
17’-4" = 2
13 SPACES @ 2’-5 "2
12’-3
8"
1" PL
18’-8"
"2 11’-11 "2
12’-5 "2 12’-5 "2
13’-3 "2 11’-7 "2
12’-5 "2 12’-5 "2
11’-11
"4 31’-2
"2 11’-9 "4
31’-2
FOR WELD BEAD
DETAIL A3/SH-503
"Ø HOLES, SEE4
1(2)1
"4
5" "
1" PL
A3
DETAIL
A1
SH-503-A1
B1
SH-503-B1
C1
SH-503-C1
D1
SH-503-D1
0 3" 6" 9" 12"SCALE : 3"=1’-0"0 1’ 2’ 4’SCALE : 1/2"=1’-0"
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
QUANTITY: 1
MATERIAL: ASTM A572 GR50
QUANTITY: 1
MATERIAL: ASTM A572 GR50
QUANTITY: 1
MATERIAL: ASTM A572 GR50
QUANTITY: 1
MATERIAL: ASTM A572 GR50
NOTCH
SEE DETAIL A3/SH-503 FOR
" SLOTTED HOLE,4
1(3)5"x1
NOTCH
SEE DETAIL A3/SH-503 FOR
" SLOTTED HOLE,4
1(18)5"x1
NOTCH
SEE DETAIL A3/SH-503 FOR
" SLOTTED HOLE,4
1(16)5"x1
NOTCH
SEE DETAIL A3/SH-503 FOR
" SLOTTED HOLE,4
1(14)5"x1
P O
IR
E E S
IL
L B
E A
M F
A B
R
IC
A T
IO
N
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
R E
C E
S S
E S
F
T L
O C
K
N E
W M
A
IN
T E
N A
N C
E B
U L
K H
E A
D
CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
SH-504
S t o d e s ig n B
E
C D
M L
L
L M
O O
S
H x x x .d g n a u t o s c
L K
H E
A D S
IL
L B
E A
M D
E T
A
R
IP
P
B A
N D
E R
S O
N
M L
IN
D S
E Y
/0
/2
B J
O N
E S
B1
SH-504-B1
C1
SH-504-C1
D1
SH-504-D1
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
A1
SH-504-A1
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
0 3" 6" 9" 12"SCALE : 3"=1’-0"
0 3" 6" 9" 12"SCALE : 3"=1’-0"D3
SH-504-D3
C3
SH-504-C3
"2 11’-10
"2 15’-5
"2 12’-3 "2
12’-5
FOR WELD BEAD
DETAIL A3/SH-503
"Ø HOLE, SEE4
1" PL
1" PL
FOR WELD BEAD
DETAIL A3/SH-503
"Ø HOLES, SEE4
1(2)1
20’-0"
"4 31’-2 "2
12’-9 "2 12’-1
"2 112’-3" = 2
15 SPACES @ 2’-5 "2
12’-9 "2
11’-78" "2 11’-11
"4 31’-2
FOR WELD BEAD
DETAIL A3/SH-503
"Ø HOLES, SEE4
1(3)1
1" PL
20’-0"
8" "2 12’-4 "2
12’-4 "2 12’-5 "2
12’-5 "2 13’-1 "2
11’-9 "2 12’-5 "2
11’-7
"4 31’-2 "4
31’-8
" PL2
9"
5" 2"
"2 11’-5
2"
R
"16
"2 11’-5
4" 4" 4"
4" 2"
R
"16
" PL2
" PL2
QUANTITY: 1
MATERIAL: ASTM A572 GR50
QUANTITY: 1
MATERIAL: ASTM A572 GR50
QUANTITY: 29
MATERIAL: ASTM A572 GR50
QUANTITY: 12
MATERIAL: ASTM A572 GR50
QUANTITY: 11
MATERIAL: ASTM A572 GR50
QUANTITY: 1
MATERIAL: ASTM A572 GR50
NOTCH
SEE DETAIL A3/SH-503 FOR
" SLOTTED HOLE,4
1(15)5"x1
NOTCH
SEE DETAIL A3/SH-503 FOR
" SLOTTED HOLE,4
1(18)5"x1
FOR NOTCH
SEE DETAIL A3/SH-503
" SLOTTED HOLE,4
1(3)5"x1
P O
IR
E E S
IL
L B
E A
M F
A B
R
IC
A T
IO
N
"16
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
R E
C E
S S
E S
F
T L
O C
K
N E
W M
A
IN
T E
N A
N C
E B
U L
K H
E A
D
CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
SH-505
S t o d e s ig n B
E
C D
M L
L
L M
O O
S
H x x x .d g n a u t o s c
L K
H E
A D S
IL
L B
E A
M D
E T
A
R
IP
P
B A
N D
E R
S O
N
M L
IN
D S
E Y
/0
/2
B J
O N
E S
QUANTITY: 1
MATERIAL: ASTM A276, TYPE 304 L
A1
SH-505-A1
B1
SH-505-B1
C1
SH-505-C1
D1
SH-505-D1
QUANTITY: 1
MATERIAL: ASTM A276, TYPE 304 L
QUANTITY: 1
MATERIAL: ASTM A276, TYPE 304 L
QUANTITY: 1
MATERIAL: ASTM A276, TYPE 304 L
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
"2 15’-5
20’-0"
1" PL
1" PL
1" PL
1" PL
10"
4" 6"
RING TO BE SUPPLIED BY OTHERS
DEPTH FOR SWIVEL HOIST RING. HOIST
" - 10 FULL4
3DRILL AND TAP PLATE
RING TO BE SUPPLIED BY OTHERS
DEPTH FOR SWIVEL HOIST RING. HOIST
" - 10 FULL4
3DRILL AND TAP PLATE
RING TO BE SUPPLIED BY OTHERS
DEPTH FOR SWIVEL HOIST RING. HOIST
" - 10 FULL4
3DRILL AND TAP PLATE
18’-8"
1’-0"15’-0"
20’-0"
2"
(TYP)
2"Ø HOLE
(TYP)
2"Ø HOLE
(TYP)
2"Ø HOLE
(TYP)
2"Ø HOLE
P O
IR
E E S
IL
L B
E A
M F
A B
R
IC
A T
IO
N
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
R E
C E
S S
E S
F
T L
O C
K
N E
W M
A
IN
T E
N A
N C
E B
U L
K H
E A
D
CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
SH-506
S t o d e s ig n B
E
C D
M L
L
L M
O O
S
H x x x .d g n a u t o s c
L K
H E
A D S
IL
L B
E A
M D
E T
A
R
IP
P
B A
N D
E R
S O
N
M L
IN
D S
E Y
/0
/2
B J
O N
E S
C1
SH-506-C1
D1
SH-506-D1
B1
SH-506-B1
A1
SH-506-A1
D3
SH-506-D3
QUANTITY: 1
MATERIAL: ASTM A276, TYPE 304 L
QUANTITY: 1
MATERIAL: ASTM A276, TYPE 304 L
QUANTITY: 1
MATERIAL: ASTM A276, TYPE 304 L
20’-0"
20’-0"
RING TO BE SUPPLIED BY OTHERS
DEPTH FOR SWIVEL HOIST RING. HOIST
" - 10 FULL4
3DRILL AND TAP PLATE
2"
1’-0" 15’-0" 10"
4"
RING TO BE SUPPLIED BY OTHERS
DEPTH FOR SWIVEL HOIST RING. HOIST
" - 10 FULL4
3DRILL AND TAP PLATE
RING TO BE SUPPLIED BY OTHERS
DEPTH FOR SWIVEL HOIST RING. HOIST
" - 10 FULL4
3DRILL AND TAP PLATE
1" PL
1" PL
1" PL
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
QUANTITY: 11
MATERIAL: ASTM A572 GR50
QUANTITY: 11
MATERIAL: ASTM A53
8"
"16
" PL2
5""2 11"
3" PIPE
0 3" 6" 9" 12"SCALE : 3"=1’-0" 0 3" 6" 9" 12"SCALE : 3"=1’-0"
"2 15’-5
(TYP)
2"Ø HOLE
6"
(TYP)
2"Ø HOLE
(TYP)
2"Ø HOLE
P O
IR
E E S
IL
L B
E A
M F
A B
R
IC
A T
IO
N
"4 13’-10
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
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C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
R E
C E
S S
E S
F
T L
O C
K
N E
W M
A
IN
T E
N A
N C
E B
U L
K H
E A
D
CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
SH-507
S t o d e s ig n B
E
C D
M L
L
L M
O O
S
H x x x .d g n a u t o s c
L K
H E
A D S
IL
L B
E A
M D
E T
A
R
IP
P
B A
N D
E R
S O
N
M L
IN
D S
E Y
/0
/2
B J
O N
E S
D1
SH-507-D1
C1
SH-507-C1
B1
SH-507-B1
A1
SH-507-A1
QUANTITY: 1
MATERIAL: ASTM A572 GR50
QUANTITY: 1
MATERIAL: ASTM A572 GR50
QUANTITY: 1
MATERIAL: ASTM A572 GR50
QUANTITY: 1
MATERIAL: ASTM A572 GR50
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
" PL2
" PL2
" PL2
" PL2
"2 15’-5
20’-0"
20’-0"
18’-8"
P O
IR
E E S
IL
L B
E A
M F
A B
R
IC
A T
IO
N
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
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P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
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D A
T E
C O
N T
R A
C T N
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C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
R E
C E
S S
E S
F
T L
O C
K
N E
W M
A
IN
T E
N A
N C
E B
U L
K H
E A
D
CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
SH-508
S t o d e s ig n B
E
C D
M L
L
L M
O O
S
H x x x .d g n a u t o s c
L K
H E
A D S
IL
L B
E A
M D
E T
A
R
IP
P
B A
N D
E R
S O
N
M L
IN
D S
E Y
/0
/2
B J
O N
E S
QUANTITY: 1
MATERIAL: ASTM A572 GR50
" PL2
" PL2
" PL2
QUANTITY: 1
MATERIAL: ASTM A572 GR50
QUANTITY: 1
MATERIAL: ASTM A572 GR50
C1
SH-508-C1
B1
SH-508-B1
A1
SH-508-A1
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
D1
SH-508-D1
0 3" 6" 9" 12"SCALE : 3"=1’-0"
" PL2
QUANTITY: 2
MATERIAL: ASTM A572 GR50
6"
R
P O
IR
E E S
IL
L B
E A
M F
A B
R
IC
A T
IO
N
"2 15’-5
20’-0"
20’-0"
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
R E
C E
S S
E S
F
T L
O C
K
N E
W M
A
IN
T E
N A
N C
E B
U L
K H
E A
D
CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
SH-509
S t o d e s ig n B
E
C D
M L
L
L M
O O
S
H x x x .d g n a u t o s c
R
IP
P
B A
N D
E R
S O
N E
M L
IN
D S
E Y
/0
/2
B J
O N
E S
B U
L K
H E
A D S
IL
L B
E A
M D
E T
A
" THICK4
PLATE
CENTERED ON
"Ø HOLE16
4"
A1
SH-509-A1
C1
SH-509-C1
A3
SH-509-A3
10"
2"
"16
(TYP)
" PL2
3"
2"
R
"16
2’1’0SCALE : 1"=1’-0" 0 3" 6" 9" 12"SCALE : 3"=1’-0"
0 3" 6" 9" 12"SCALE : 3"=1’-0"
QUANTITY: 10
MATERIAL: ASTM A572 GR50
10 SPARES
87 REQUIRED
QUANTITY: 97 TOTAL
MATERIAL: ASTM A572 GR50
ELEVATION PLAN
C2
SH-509-C2
67.5°
5"
(TYP)
" PL2
.5
ELEVATION PLAN
0 1" 2" 3" 4"SCALE : 6"=1’-0"
6"
A4
SH-509-A4
0 3" 6" 9" 12"SCALE : 3"=1’-0"
" PL2
" PL2
QUANTITY: 10
MATERIAL: ASTM A572 GR50
A5
SH-509-A5
C5
SH-509-C5
6"
6"
.2
58.2°
" PL2
" PL2
0 1" 2" 3" 4"SCALE : 6"=1’-0"
0 1" 2" 3" 4"SCALE : 6"=1’-0"
ELEVATION PLAN
ELEVATION PLAN
10 OPPOSITE HAND
10 AS SHOWN
QUANTITY: 20 TOTAL
MATERIAL: ASTM A572 GR50
QUANTITY: 20 TOTAL
MATERIAL: ASTM A572 GR50
QUANTITY: 6
MATERIAL: ASTM A572 GR50
"16
P O
IR
E E S
IL
L B
E A
M F
A B
R
IC
A T
IO
N
R
"2
3 OPPOSITE HAND
3 AS SHOWN
QUANTITY: 6
MATERIAL: ASTM A572 GR50
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
R E
C E
S S
E S
F
T L
O C
K
N E
W M
A
IN
T E
N A
N C
E B
U L
K H
E A
D
CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
| LMOO_DS_Structural_Steel_Supply_Contract |
| LMOO_DS_BULKHEAD_RECESS_ASSEMBLY |
| LMOO_SF_501xxx |
| LMOO_SF_502xxx |
| LMOO_SF_503xxx |
| LMOO_SF_504xxx |
| LMOO_SF_505xxx |
| LMOO_SF_506xxx |
| LMOO_SG_001xxx |
| LMOO_SG_501xxx |
| LMOO_SG_502xxx |
| LMOO_SG_503xxx |
| LMOO_SH_001xxx |
| LMOO_SH_501xxx |
| LMOO_SH_502xxx |
| LMOO_SH_503xxx |
| LMOO_SH_504xxx |
| LMOO_SH_505xxx |
| LMOO_SH_506xxx |
| LMOO_SH_507xxx |
| LMOO_SH_508xxx |
| LMOO_SH_509xxx |
File details come from the government source that posted it. Updated .