W911WN-15-B-0010_CONTRACT_DRAWINGS.pdf
PDF 10 MB Posted
- Attached to
- Fabrication and Delivery of Lock Struts for Dashields Lock and Dam, Ohio River, Allegheny County, PA
- Solicitation number
- W911WN15B0010
About this file
Plans
View the file
Other files
| File | Type | Posted |
|---|---|---|
| BIDRESULTS.pdf | ||
| Certified_Final_Technical_Specifications.pdf | ||
| W911WN-15-B-0010.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
US ARMY CORPS
OF ENGINEERS
PITTSBURGH DISTRICT
RFP NO. W911WN-15-B-0010
DEWATERING STRUTS
PENNSYLVANIA
ALLEGHENY COUNTY
DASHIELDS LOCKS AND DAM
OHIO RIVER
CONTRACT NO. W911WN-XX-X-XXXX
CERTIFIED FINAL DOCUMENTS
APRIL 2015
A/E/C CADD STANDARDS
DISCIPLINE DESIGNATOR AS PER
PER A/E/C CADD STANDARDS
SHEET TYPE DESIGNATOR AS
DRAWING NUMBER
IP
P W
P :d m s
L D
A O
G .d g n
H
T S
D E
S Q
M A
Y
:4
L D
A O
G .d g n
.0
:1
IN
D
E X A
N D S
IG
N A
T U
R E S
H E
E T
G-0015
/s/ STEPHEN R. STOLTZ, P.E.
AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
SUBMITTED BY:
CHIEF, STRUCTURAL DESIGN SECTION
APPROVAL RECOMMENDED BY:
CHIEF, NAVIGATION DESIGN BRANCH
APPROVED BY:
CONSTRUCTION DIVISION
CHIEF, ENGINEERING AND
DATE
DATE
DATE
THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF
DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS
THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION
U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON
THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE
/s/ JEFFREY E. FRITZ, P.E. 7 MAY 2015
6 MAY 2015
30 APRIL 2015/s/ NICHOLAS J. ZAGER, P.E.
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
IC
T
PITTSBURGH DISTRICT
P
IT
T S
B U
R G
H P
A
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
D E
W A
T E
R
IN
G S
T R
U T S
B .G
H .C
B .M
N .Z
P H
IL
R
O S
S
A P
R
W
W N -1
-B -0
CERTIFIED FINAL DOCUMENTS
LISTED IN THE INDEX TO DRAWINGS SHOWN ON THIS SHEET.
ON THIS SHEET CONSTITUTE APPROVAL OF ALL DRAWINGS
THE APPROVAL SIGNATURES APPEARING IN THE TITLE BLOCK1.
NOTES:
SHEET ID (DRAWING NUMBER, DWG. NO.) A-NNNN
SHEET IDENTIFICATION KEY:
FILENAME TITLE
INDEX AND SIGNATURE SHEET
SHEET INDEX
110’ CHAMBER DEWATERING STRUT LOCATION PLAN
PIPE STRUT 1 - PLAN, ELEVATION, SECTION AND
PIPE STRUT 2 - PLAN AND ELEVATION
TYPICAL STRUT SECTIONS, SHIMS AND LUGS
DEWATERING STRUT SECTIONS AND DETAILS
LIFTING PLANS
HANGER PLAN, SECTIONS AND DETAILS
HANGER PLAN, SECTIONS AND DETAILS
CONTRACT DRAWINGS
IDENT. NO.
SHEET
CODE
DWG.
LDAO_100_G-0015 100 G-0015
LDAO_203_G-0016 203 G-0016
LDAO_204_S-1030 204 S-1030
437 S-4032
437 S-4033
437 S-5034
437 S-5035
437 S-6036
437 S-5037
437 S-5038
LDAO_437_S-4032
LDAO_437_S-4033
LDAO_437_S-5034
LDAO_437_S-5035
LDAO_437_S-6036
LDAO_437_S-5037
LDAO_437_S-5038
DELIVERY AREA
DASHIELDS LOCK & DAM
PEWARS
110’X600’ LAND CHAMBER
LOCK TO BE DEWATERED
PITTSBURGH, PA 15225-1584
3500 GRAND AVE
AND REPAIR SHOP (PEWARS)
PITTSBURGH ENGINEER WAREHOUSE
AND 09 97 02 FOR MATERIAL AND FABRICATION REQUIREMENTS
1. SEE SPECIFICATIONS SECTIONS 05 12 00, 05 50 01.00 04,
GENERAL NOTES:
1 - COMPLETE ASSEMBLY AS SHOWN ON S-5038
3. HANGER FRAME 2 (HF2) INCLUDES THE FOLLOWING:
1 - COMPLETE ASSEMBLY AS SHOWN ON S-5037
2. HANGER FRAME 1 (HF1) INCLUDES THE FOLLOWING:
1 - BP2, AND ALL STEEL SHIMS AS INDICATED ON S-5034.
1 - COMPLETE PS1 (AS SHOWN ON S-4032 WITH ALL NECESSARY CONNECTION HARDWARE),
1. STRUT ASSEMBLY INCLUDES THE FOLLOWING:
NOTES:
P W
P :d m s
L D
A O
G .d g n
H
T S
D E
S Q
M A
Y
:4
L D
A O
G .d g n
.0
:1
DEWATERING STRUTS
OHIO RIVER, DASHIELDS LOCKS AND DAM
ABBREVIATIONS:
BOT BOTTOM
BRG BEARING
CJP COMPLETE JOINT PENETRATION
CENTERLINE
CLR CLEAR
DIA DIAMETER
EA EACH
E.E. EACH END
EL. ELEVATION
EQ EQUAL
FLG. FLANGE
Fy YIELD STRESS
HORIZ. HORIZONTAL
K KIPS
KSI KIPS PER SQUARE INCH
M.C. MOMENT CONNECTION
MIN. MINIMUM
PLATE
PSI POUNDS PER SQUARE INCH
SIM SIMILAR
STA. STATION
STIFF STIFFENER
T/ TOP OF
T&B TOP AND BOTTOM
TYP. TYPICAL
W/ WITH
LC
LP
REQUIREDREQ’D
G-0016
L O
C A
T
IO
N
V
IC
IN
IT
Y M
A P
A N
D
B
IL
L O
F M
A T
E R
IA
L
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 P
A
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
D E
W A
T E
R
IN
G S
T R
U T S
B .G
H .C
B .M
N .Z
P H
IL
R
O S
S
A P
R
W
W N -1
-B -0
CERTIFIED FINAL DOCUMENTS
DELIVERY AREA
PENNSYLVANIA AREA
DASHIELDS LOCKS & DAM
SCALE: 1"=200’
SCALE: 1"=200’
SCALE: 1"=3000’
110’x600’ LAND CHAMBER
S-5038
SEE SHEET
FRAME 2 (HF2),
REQ’D HANGER
S-5037
U.N.O. SEE SHEET
FRAME HF1, TYP.
REQ’D HANGER
S-5037
U.N.O. SEE SHEET
FRAME HF1, TYP.
REQ’D HANGER
STRUT, TYP.
REQ’D PIPE
80’0 40’
SCALE: 1"=40’
P W
P :d m s
L D
A O
S
.d g n
H
T S
D E
S Q
M A
Y
:5
L D
A O
S
.d g n
.0
:1
FLOW
C
H A
M B
E R
D E
W A
T E
R
IN
G S
T R
U T
L O
C A
T
IO
N P
L A
N
S-1030
INSTALLATION SHALL BE BY THE GOVERNMENT.
ONLY FOR THE FABRICATON AND DELIVERY,
OF THE STRUTS, HANGERS, SHIMS, ETC. CONTRACT IS
INFORMATION REQUIRED TO AID IN THE FABRICATION
PLAN ONLY PROVIDED TO IDENTIFY END USE AND 1.
NOTES:
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 P
A
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
D E
W A
T E
R
IN
G S
T R
U T S
B .G
H .C
B .M
N .Z
P H
IL
R
O S
S
A P
R
W
W N -1
-B -0
CERTIFIED FINAL DOCUMENTS
N
P S
.5
B
P S
.5
B
P S
.4
B
P S
.7
B
P S
.6
A
P S
.0
A
P S
.6
A
P S
.2
A
P S
.1
A
P S
.9
A
P S
.3
A
P S
.9
B
P S
.8
B
P S
.6
A
P S
.5
A
P S
.0
A
.8
B
L-37L-38 L-39
.0
B
.1
B
.1
B
.1
A
.1
A
.2
A
.1
A
.1
A
.2
A
.1
A
.2
A
.8
B
.8
B
.9
B
.0
B
.9
A
.9
A
.0
A
.2
A
.9
A
.1
A
.9
B
.1
B
.9
B
.1
B
.7
B
.3
B
.3
B
.0
B
.8
A
.1
A
.0
A
MIDDLE WALL
M-5 M-4 M-3 M-2 M-1
.2
A
.3
A
.1
A
.9
A
.4
A
.2
A
.0
A
.1
A
.1
A
.0
B
.8
B
.1
B
.9
B
.9
B
M-7 M-6
.0
A
.8
A
.4
B
.9
B
LAND WALL
PLAN
SCALE: 1"-40’-0"
L-29 L-28 L-25 L-24 L-23 L-22 L-21 L-20 L-19 L-18 L-17 L-16 L-15 L-14 L-13
L-12 L-11
L-10
L-32 L-31 L-30 L-27 L-26
M-9M-10M-11M-12M-13M-16M-17M-18M-19M-22M-23M-24M-25M-26
L-35 L-34L-36 L-33
M-8M-14M-20M-21
109’-8"
3’-0"
1’-8"
1’-8"
3’-0"
"8
6’-114’-0""8
6’-1"8
19’-10"4
43’-5"8
20’-1
3’-0"
1’-8"
1’-8"
FP
" (FP1)4
26’-2" (PS2)4
83’-5
BP1
REQ’D
HOLES
REQ’D (3) 6" DIA
HOLES
REQ’D (3) 3" DIA
HOLES
REQ’D (3) 6" DIA
HOLES
REQ’D(3) 3" DIA
REQ’D LL2
REQ’D BP1
HOLE
REQ’D 6" DIA
HOLE
REQ’D 3" DIA
DETAIL 3
SEE SHEET S-5035
REQ’D LL3
DETAIL 2
SHEET S-5035
REQ’D LL2, SEE
8"1’-6"6"6"1’-6"8"
1’-
R
5’-4"
BRG. P - FIT TO BEAR
MILL END STRUT &
6"
"4
REQ’D BRG. P
REQ’D STRUT WALL
REQ’D BRG. PREQ’D STRUT
REQ’D BRG. STIFF
REQ’D STRUT
REQ’D BRG. P 2�"
1"x6"x5
STIFF P
BRG.
REQ’D
TYP.
P 1"x6x1’-4"
REQ’D BRG. STIFF
"4
27’-9 "4
27’-9
S-5035 DETAIL 1
REQ’D LL1, SEE SHEET
HOLE
REQ’D 6" DIA
HOLE
REQ’D 6" DIA
M A
Y
:5
L D
A O
S
.d g n
.0
:1
LC LUG
LC LUG
LC LC LC HOLES
O°
27O°
9O°
ELEVATION
BOTTOM VIEW
TOP VIEW
0 4’ 8’ 12’
SCALE: �"=1’
SCALE: �"=1’-0"
PIPE STRUT 1 (PS1)
LC LC LC HOLES LC LUGLC LUG
0 1’ 2’ 3’
SCALE: �"=1’
D E
W A
T E
R
IN
G S
T R
U T S
P
IP
E S
T R
U T A
N D B
E A
R
IN
G P
L A
T E
P L
A N E
L E
V A
T
IO
N S
E C
T
IO
N S
A N
D D
E T
A
IL
S
S-4032
A S-4032
B S-5034 A
S-4032
A S-5035
LC STRUT
LC STRUT
L
L
L
TYP. OF 4
SEAL WELD
TYP. OF 4
3 SIDES
L
L
D S-4032
SECTION
SCALE: 1�"=1’-0"
C S-4032
SECTION
SCALE: �"=1’-0"
A S-4032
BEARING PLATE 1 (BP1)
SCALE: �"=1’-0"
D S-4032
C S-4032
L
MT
100%
LC HOLE LC HOLE
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 P
A
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
D E
W A
T E
R
IN
G S
T R
U T S
B .G
H .C
B .M
N .Z
P H
IL
R
O S
S
A P
R
W
W N -1
-B -0
1’-8"
1’-8"
BP1
BP2
3’-0"
1’-8"
1’-8"
"8
20’-1"4
43’-5"8
20’-1
83’-8"
FP
"4
26’-2
3’-0"
"8
6’-1 14’-0" "8
6’-1
BP1
FP REQ’D LL3
REQ’D LL2
HOLE
REQ’D 6" DIA
HOLE
REQ’D 3" DIA
HOLES
REQ’D (3) 3" DIA
HOLES
REQ’D (3) 6" DIA
REQ’D LL1 REQ’D LL2
HOLES
REQ’D (3) 6" DIA
HOLES
REQ’D (3) 3" DIA
"4
27’-9 "4
27’-9
HOLE
REQ’D 6" DIA
HOLE
REQ’D 6" DIA
3’-0"
BOLT PATTERN ON FLANGE P
COUNTERSUNK HEADS. MATCH
1�" DIA A449 BOLTS W/
REQ’D (32)-1�" DIA HOLES FOR
6’-0"
4" 1’-7"1’-1"1’-1"1’-7" 4"
(TYP.)
P �"x6"
REQ’D SADDLE
REQ’D BRG. P 2�"
"2
2’-8
R
P 1"x6"X2
BRG. STIFF
REQ’D
STIFF
REQ’D BRG.
6"
"4
REQ’D BRG. P
SIDE OF BEARING PLATE
EXTEND BEYOND BACK
BOLTS SHALL NOT
COUNTERSUNK BOLTS.
TO ACCEPT
DRILL AND TAP HOLES
P 1"x6"x1’-8�"
REQ’D BRG. STIFF
BP2
FP
REQ’D STRUT
A
S-5035, DETAIL
P SEE DWG.
REQ’D FLANGE
THIS SHT
A
P SEE SECTION
REQ’D BEARING
REQ’D STRUT
P W
P :d m s
L D
A O
S
.d g n
H
T S
D E
S Q
M A
Y
:5
L D
A O
S
.d g n
.0
:1
LC LUGLC LC LC HOLES
O°
9O°
0 4’ 8’ 12’
SCALE: �"=1’
LC LC LC HOLESLC LUG
D E
W A
T E
R
IN
G S
T R
U T S
P
IP
E S
T R
U T
P L
A N A
N D E
L E
V A
T
IO
N
SCALE: �"=1’-0"
PIPE STRUT 2 (PS2)
FILL PIECE 1 (FP1)
9O°
O°
LC LUG LC LUG
LC HOLE
S-4033
A S-4032
B S-5034
C S-4033
E S-5035
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 P
A
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
D E
W A
T E
R
IN
G S
T R
U T S
B .G
H .C
B .M
N .Z
P H
IL
R
O S
S
A P
R
W
W N -1
-B -0
CERTIFIED FINAL DOCUMENTS
3. SEE S-5035 FOR LIFTING LUG DETAILS.
SEE S-5035 FOR DETAIL.
STIFFENING RINGS MAY BE USED IN STRUT.
2. TO MEET TOLERANCE REQUIREMENTS,
SEE PS1 FOR INFORMATION NOT SHOWN.1.
:NOTES
2. SEE S-5035 FOR LIFTING LUG DETAILS
FILL PIECE 1 USED ONLY TO FORM PS1.1.
:NOTE
LC STRUT
LC
L
LTYP. OF 4
SEAL WELD
90°
270°
STRUT 180° 0°
EQ
(T
YP.
(TYP.)
CIP
L
L
(T Y P
STIFF
STIFF TO
CJP TYP.
ENDS TYP.
SEAL WELD �
L
A S-5035
A S-4033
BEARING PLATE 2 (BP2)
SCALE: �"=1’-0"
B S-4033
SECTION
SCALE: �"=1’-0"
B S-4033
0 1’ 2’ 3’
SCALE: �"=1’
BRG. P 2
FLANGE &
L
LC
90°
0°
BRG. P 2
FLANGE & 180°
L
LC
270°
A
A S-5035
D S-4033
S-4033
D S-4033
SECTION
SCALE: �"=1’-0"
C
S-4033PLATE (FP) ON PIPE STRUT 2 (PS2)
BEARING PLATE 2 (BP2) - ATTACHES TO FLANGE
SCALE: �"=1’-0"
L
L
L
S-5034
2. FABRICATE STEEL SHIMS AS SHOWN ON SHEET
DETAIL
RINGS MAY BE USED IN STRUT. SEE S-5035 FOR
1.TO MEET TOLERANCE REQUIREMENTS, STIFFENING
NOTE:
3’ 0"3’ 0"
3"3" t=�" FOR �" & 1" SHIM P t=�" FOR �" SHIM P t=1"
REQ’D 3" DIA HOLE
REQ’D SHIM P
O .D
" I.D
SHIM P t=1"(3)
SHIM P t=�"(3)
SHIM P t=�"(2)
SUPPLY PER STRUT:
STEEL SHIM PLATE
REQ’D A36 OR ASTM A572
S-4033
S-4032, P W
P :d m s
L D
A O
S
.d g n
H
T S
D E
S Q
M A
Y
:5
L D
A O
S
.d g n
.0
:1
LC SHIM & LUG
L
L
LC LUG
L
90°
180°
270°
0°
0 3" 6"
SCALE: 3"=1’
1’0 1’ 2’
SCALE: 1"=1’
D E
W A
T E
R
IN
G S
T R
U T S
T Y
P
IC
A L S
T R
U T S
E C
T
IO
N
S H
IM
S
A N
D L
U G
S
S-5034
STEEL SHIM
SCALE: 1"=1’-0"
S-5034
BTYPICAL PIPE STRUT SECTION
SCALE: 1"=1’-0"
S-5034
SHIM LUG
SCALE: 3"=1’-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 P
A
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
D E
W A
T E
R
IN
G S
T R
U T S
B .G
H .C
B .M
N .Z
P H
IL
R
O S
S
A P
R
W
W N -1
-B -0
CERTIFIED FINAL DOCUMENTS
L
L
4" 4"
"2
8"2
4"4"
TYP.
2’-3"
TYP.
2’-3"
T Y
P
R
2’ -3
R
R
3"
REQ’D 60" O/D STRUT
REQ’D 6"X �" STIFFENING RING
HOLE
REQ’D 3" DIA.
GRATING
BANDED STEEL
REQ’D �"x5"x0’-5"
REQ’D STRUT
HOLE
REQ’D 6" DIA.
GRATING
BANDED STEEL
REQ’D �"x8"x0’-8"
REQ’D STRUT
REQ’D FLANGE P 3"
HOLE TYP.
REQ’D 3" DIA
REQ’D 1" CHAMFER
WALL TYP.
REQ’D STRUT
REQ’D WT10.5x41 (TYP.)
STRUT
OVER HOLE IN
GRATING CENTER
REQ’D STEEL
REQ’D STRUT WALL
REQ’D FLANGE P
BOLT PATTERN ON BP2
A325-SC BOLTS, MATCH
HOLES FOR 1�" DIA.
REQ’D (32)-1�" DIA
REQ’D HOLE 3" OR 6" DIA
OF STIFFENING RING
AT TOP AND BOTTOM
REQ’D 3" RADIUS HOLE
P W
P :d m s
L D
A O
S
.d g n
H
T S
D E
S Q
M A
Y
:5
L D
A O
S
.d g n
.0
:1
0 3" 6"
SCALE: 3"=1’
1’
L
LC LUG LC LUG LC LUG
TYP.
D E
W A
T E
R
IN
G S
T R
U T S
180°
270°
0°
90°
LC STRUT
SCALE: �"=1’-0"
FILLING & DRAINAGE HOLES IN STRUT
0 1’ 2’ 3’
SCALE: �"=1’
LOCATIONS.
SECTIONS FOR HOLE
SEE ELEVATIONS AND
NOTE:
EQ
(T
YP.
90°
0°
270°
180°
LC FLANGE & STRUT
LC
STRUT
FLANGE &
1’ 2’0 6"
SCALE: 1�"=1’
S E
C T
IO
N S A
N D D
E T
A
IL
S
LIFTING LUGS
S-5035
A S-4033
FLANGE PLATE (FP)
SCALE: �"=1’-0"
B S-5035
B S-5035
E S-4033
C S-503
D S-5035
D S-5035
SECTION
SCALE: �"=1’-0"
S-5035SCALE: �"=1’-0"
DETAIL
S-5035SCALE: �"=1’-0"
DETAIL1
S-5035SCALE: �"=1’-0"
DETAIL
B S-5035
SECTION
SCALE: 3"=1’-0"
C S-5035
SECTION
SCALE: 3"=1’-0"
� 100% MT
TYP.
100% MT
TYP.
� 100% MT
TYP.
100% MT
TYP.
(LL1) (LL2)
(LL3)
100% UT
CJP TYP.
P 1�"x8�"x1’-5" TYP.
REQ’D LIFTING LUG
IN QUANTITY, PLAN SHALL BE SUBMITTED IN FABRICATION DRAWINGS.
IF CONTRACTOR REQUIRES INCREASE OR DECREASE
(2 IN FP1 AND 6 IN PS2 SPACED EQUALLY) PER STRUT.
STEEL. THE BIDS SHALL BE BASED 8 STIFFINING RINGS
TOLERACES REQUIRED IN SPEC 05 12 00 STRUCTURAL
NOTE: PURPOSE OF STIFFENING RINGS ARE TO MEET
SCALE: �"=1’-0"
OPTIONAL STIFFENING RING (TYP)
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 P
A
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
D E
W A
T E
R
IN
G S
T R
U T S
B .G
H .C
B .M
N .Z
P H
IL
R
O S
S
A P
R
W
W N -1
-B -0
CERTIFIED FINAL DOCUMENTS
M
M
P W
P :d m s
L D
A O
S
.d g n
H
T S
D E
S Q
M A
Y
:5
L D
A O
S
.d g n
.0
:1
D E
W A
T E
R
IN
G S
T R
U T
SM
IN
11K34
43K 45K
SCALE: �"=1’-0"
LIFTING PLAN PS1
SCALE: �"=1’-0"
LIFTING PLAN PS2
36K 11KK
SCALE: �"=1’-0"
LIFTING PLAN FP1
8’0 4’ 16’
SCALE: �"=1’
IF
T
IN
G P
L A
N S
S-6036
SCALE: �"=1’-0"
LIFTING PLAN HF1, HF2
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 P
A
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
D E
W A
T E
R
IN
G S
T R
U T S
B .G
H .C
B .M
N .Z
P H
IL
R
O S
S
A P
R
W
W N -1
-B -0
1" P
"2
"2
6’-8" CLR.
7’-0" CLR.
W10x39
REQ’D
HANGER, TYP.
REQ’D W12x65
REQ’D W10x39
4"
7’-8"
REQ’D P �"x9"x0’-11"
REQ’D W10x33
DIA A325 BOLTS
HOLES FOR 1"
REQ’D 1�" DIA
REQ’D �" P
REQ’D W12X65 HANGER
REQ’D W10X33
REQ’D W10X33
REQ’D W12X65 HANGER
REQ’D W12X65 HANGER
"2
REQ’D P 1"x20"x6’-7"
REQ’D W10x39 HORIZ.
REQ’D W10X39
"2
REQ’D �"X3�"X9�" P
REQ’D W12X65
REQ’D W10X39
REQ’D W12X65
REQ’D W10X39
REQ’D �"X8"X10" P
REQ’D HSS 8X4X�
REQ’D W10X39
T/ WALL
REQ’D P �"X9"X0’-11"
REQ’D 1�" HOLE (TYP)
SEE FINAL USE OF HANGER
REQ’D STRUT, SHOWN TO
REQ’D �"X8"X10" P
HANGER
REQ’D W12X65
4" 2"
6" 2
4"2"
REQUIRED FABRICATION WORK
ANCHORS ARE NOT INCLUDED IN
FOR REFERENCE ONLY. CONCRETE
HSL-3 M24 CONCRETE ANCHOR
REQ’D LIFTING LUG
REQ’D 10"X6"X�" P (TYP)
REQ’D LIFTING LUG
LUG
REQ’D LIFTING
(TYP)
REQ’D �" A325 BOLT
REQ’D 1" A325 BOLTS
4’-10"
1’-1"4’-3"
3’-8"
3""4
GRIND SMOOTH
CJP 100% UT,
P W
P :d m s
L D
A O
S
.d g n
H
T S
D E
S Q
M A
Y
:5
L D
A O
S
.d g n
.0
:1
D E
W A
T E
R
IN
G S
T R
U T S
SCALE: �"=1’-0
ELEVATION
L
L
TYP.
LC W10 & W12
L
0 1’ 2’ 3’
SCALE: �"=1’
2’ 4’0 1’
SCALE: �"=1’
1’ 2’0 6"
SCALE: 1�"=1’
0 1’ 2’
SCALE: 1"=1’
LC
BEAM
SEAL P TO
RADIUS TO
WELD
L
FLG.
CJP T&B
A N
D D
E T
A
IL
S
L
W10x39
SEE PLAN
BRG. EL.
SCALE: 1"=1’-0"
HANGER FRAME 1 (HF1) PLAN
H A
N G
E R P
L A
N S S
E C
T
IO
N S
R E
Q ’D
W x
R E x
CLR.
REQ’D W10X39
W10X39
L
L
NOTE: STRUT NOT SHOWN FOR CLARITY
L
S-5037
A S-5037
E S-5037
B S-5037
S-5037
S-5037
S-5037
D S-5037
A S-5037
SECTION
SCALE: �"=1’-0
S-5037
DETAIL
SCALE: 1"=1’-0
S-5037
DETAIL
SCALE: 1"=1’-0
F S-5037
F S-5037
SECTION
SCALE: 1�"=1’-0
L
B S-5037
SECTION
SCALE: 1�"=1’-0
C S-5037
SECTION
SCALE: 1�"=1’-0
D S-5037
HANGER SEAT
SCALE: �"=1’-0
E S-5037
SECTION
SCALE: �"=1’-0
C S-5037
UT
CJP 100%
UT
CJP 100%
G S-5037
G S-5037
S-5038
BACK FLANGE OF BEAM
NOTE: BOLT HOLES SHOWN ARE ON
L
MIDDLE WALL ONLY
AND ASSOCIATED PLATES AT
FRAMES WITH HSS
ONLY SUPPLY 15 HF1
REQ’D HSS 8X4X�
S-5038
AT MIDDLE WALL ONLY
AND ASSOCIATED PLATES
FRAMES WITH HSS
ONLY SUPPLY 15 HF1
REQ’D HSS 8X4X�
MIDDLE WALL ONLY
AND ASSOCIATED PLATES AT
FRAMES WITH HSS
ONLY SUPPLY 15 HF1
REQ’D HSS 8X4X�
S-5038
A36 PLATE8"X10"X1/8"QTY=2
A36 PLATE8"X10"X1/4"QTY=1
FOLLOWING PER HANGER (HANGER SHIM).
2. CONTRACTOR TO PROVIDE THE
A36 PLATE10"X12"X1/2"QTY=2
A36 PLATE10"X12"X1/4"QTY=2
A36 PLATE10"X12"X�"QTY=2
HANGER (15 HF1), (COLUMN STUB SHIM):
THE FOLLOWING PER MIDDLE WALL
1. CONTRACTOR TO PROVIDE TWO OF
NOTES:
S-5038 S-5037, DETAIL
SCALE: 1�"=1’-0
REQ’D W10x39
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 P
A
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
D E
W A
T E
R
IN
G S
T R
U T S
B .G
H .C
B .M
N .Z
P H
IL
R
O S
S
A P
R
W
W N -1
-B -0
CERTIFIED FINAL DOCUMENTS
2’-2" 2’-8"
G
CJP, TYP
G
CJP, TYP
G
G
G
G
FLANGE
EACH
CJP, TYP
FLANGE
EACH
CJP, TYP
FLANGE
EACH
CJP, TYP
FLANGE
EACH
CJP, TYP
HANGER
FINAL USE OF
SHOWN TO SEE
REQ’D STRUT
T
Y P
T
Y P
T
Y P
"4
3 "4
"2
"4
REQ’D W10X39
REQ’D HSS 8X4X�
REQ’D T/ WALL
REQ’D W10X39
REQ’D W10X39
4"2"
REQUIRED FABRICATION WORK
ANCHORS ARE NOT INCLUDED IN
REFERENCE ONLY. CONCRETE
HSL-3 M24 CONCRETE ANCHOR FOR
1’-1""2
6’-5
5’-4"
"2
7’-
REQ’D �"X8"X10" P
"2
1’-8
"2
5’-10
REQ’D �"X8"X10" P
"8
5 "8
REQ’D �"X7�"X8" LIFTING LUG
REQ’D 3" DIA HOLE
TOP OF REQ’D W10X39 FLANGE
REQ’D W10X39 WEB
REQ’D 1" CHAMFER
REQ’D LIFTING LUG
LUG
REQ’D LIFTING
HANGER, TYP.
REQ’D W12x65
REQ’D W10x39
7’-8"
7’-0" CLR.
W10x39
REQ’D
REQ’D M.C. E.E. TYP.
REQ’D 1�" HOLE (TYP) 3"1’-0"2"
1’-5"
4"
6"
REQ’D 8"X6"X�" P (TYP)
REQ’D 1’-5"X6"X�" P (TYP)
REQ’D 10"X6"X�" P (TYP)
S-5037
S-5037
S-5038
R E x
R E x
D S-5037
ELEVATION
SCALE: �"=1’-0
A S-5038
SECTION
SCALE: �"=1’-0
S-5038
R E x
S-5038
S-5038
C S-5038
C
BACK FLANGE OF BEAM
NOTE: BOLT HOLES SHOWN ARE ON
BACK FLANGE OF BEAM
NOTE: BOLT HOLES SHOWN ARE ON
S-5038
DETAIL HANGER LIFTING LUG
SCALE: 3"=1’-0
S-5037
C LUGL
A36 PLATE8"X10"X1/8"QTY=1
A36 PLATE8"X10"X1/4"QTY=3
FOLLOWING PER HANGER (HANGER SHIM).
2. CONTRACTOR TO PROVIDE THE
A36 PLATE10"X12"X1/2"QTY=2
A36 PLATE10"X12"X1/4"QTY=2
A36 PLATE10"X12"X�"QTY=2
HANGER (HF2), (COLUMN STUB SHIM):
THE FOLLOWING PER MIDDLE WALL
1. CONTRACTOR TO PROVIDE TWO OF
NOTES:
CJP, TYP
G
CJP
F S-5037
S-5038
DETAIL
SCALE: �"=1’-0
CJP, GRIND SMOOTH
B S-5038
SECTION
SCALE: 1�"=1’-0 4
S-5037
SECTION
SCALE: �"=1’-0
P W
P :d m s
L D
A O
S
.d g n
H
T S
D E
S Q
M A
Y
:5
L D
A O
S
.d g n
.0
:1
0 1’ 2’
SCALE: 1"=1’
1’ 2’0 6"
SCALE: 1�"=1’
D E
W A
T E
R
IN
G S
T R
U T S
H A
N G
E R P
L A
N S
E C
T
IO
N
A N
D D
E T
A
IL
L
S-5038
L
L
L
L
G
CJP, TYP
100%
MT
G
G
G
G
FLANGE
EACH
CJP, TYP
FLANGE
EACH
CJP, TYP
FLANGE
EACH
CJP, TYP
FLANGE
EACH
CJP, TYP
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 P
A
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
D E
W A
T E
R
IN
G S
T R
U T S
B .G
H .C
B .M
N .Z
P H
IL
R
O S
S
A P
R
W
W N -1
-B -0
CERTIFIED FINAL DOCUMENTS
W10x39
SCALE: 1"=1’-0"
HANGER FRAME 2 (HF2) PLAN
W10x39
A S-5038
B S-5038
S-5038
| LDAO_COVER |
| LDAO_100_G-0015 |
| LDAO_203_G-0016 |
| LDAO_204_S-1030 |
| LDAO_437_S-4032 |
| LDAO_437_S-4033 |
| LDAO_437_S-5034 |
| LDAO_437_S-5035 |
| LDAO_437_S-6036 |
| LDAO_437_S-5037 |
| LDAO_437_S-5038 |
File details come from the government source that posted it. Updated .