PINE_CREEK_100_PERCENT_DRAWINGS.pdf
PDF 28 MB Posted
- Attached to
- REPAIR SERVICE BRIDGE, REPLACE GATE & FRAME SEALS Federal contract opportunity
- Solicitation number
- W912BV-17-R-0009
About this file
Pine Creek Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| amendment0003.pdf | ||
| amendment_0002.pdf | ||
| amendment_0001.pdf | ||
| Pine_Creek_Specifications.pdf | ||
| solicitation_Div_00`s.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
FY:2017
7 AUGUST 2017
PINE CREEK LAKE
McCURTAIN COUNTY, OKLAHOMA
SOLICITATION # W912BV-17-R-0009
CONTRACT # W912BV-17-C-XXXX
Repair Service Bridge, Replace Gate & Frame Seals
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
G-001
P I N
E
C
R E
E K
L
K E
M c C
U R
T A
I N
C
O U
N T
Y
O
K L
A H
O M
A
O U
T L
T
W
R
S
M
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
G
D
T
E
S
E A
L
R
E P
A I R
I N
D E
X
O
F
D
R A
W I N
G
A
V
C
I N
I T
Y
M
A P
U S
A
R M
Y
C
O R
P
F
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
Y
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
THIS PROJECT WAS DESIGNED BY THE TULSA DISTRICT OF THE U.S. ARMY
CORPS OF ENGINEERS. SIGNATURES AFFIXED BELOW INDICATED OFFICIAL
RECOMMENDATIONS AND APPROVAL OF ALL DRAWINGS IN THIS SET AS
INDEXED ON THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION
DESIGNATIONS OF INDIVIDULES APPEAR ON THESE PROJECT DOCUMENTS
WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
REVIEWED BY:
DAVID M. BLACKMORE, P.E.
REVIEWED BY:
DANIEL W. ANDERSON, P.E.
CHIEF, ENGINEERING BRANCH
CHIEF, ENGINEERING & CONSTRUCTION DIVISION
DATE:
W
B
V R
R
A C
P E
R A
C
P E
B N
G
M R
L
P
E
20170808
VICINITY MAP
INDEX TO DRAWINGS
DRAWING NO.
G-001
G-002
G-003
G-004
G-005
S-100
S-101
S-102
S-103
S-104
S-105
S-106
S-107
S-108
S-109
S-110
S-111
S-112
S-113
S-114
S-115
S-116
S-117
S-118
S-119
S-120
S-121
S-122
S-123
S-201
S-202
S-203
S-204
S-205
S-206
S-207
S-208
S-209
S-210
S-211
S-212
S-213
S-214
S-215
S-216
S-300
S-301
S-302
S-303
S-304
S-401
E-100
E-101
E-102
E-103
E-104
E-105
E-106
E-107
E-108
E-109
E-110
TITLE
INDEX OF DRAWING AND VICINITY MAP
GENERAL NOTES
CONTRACTOR STAGING AND LAYDOWN AREA
TOP DECK
GATE CHAMBER WORK LIMITS AND ACCESS ZONE
LIFTING BEAM OPERATIONAL CONCEPT
LIFTING BEAM BILL OF MATERIALS
LIFTING BEAM ASSEMBLY DIMENSIONS
LIFTING BEAM WELD DETAIL
LIFTING BEAM LINK 1
LIFTING BEAM LINK 1 PLATE
LIFTING BEAM LINK 2
LIFTING BEAM LINK 2 PLATE
LIFTING BEAM COUNTER WEIGHT SLOT
COMMON LIFTING LINK PARTS
LIFTING BEAM C12X30
LIFTING BEAM LIFTING EAR
LIFTING BEAM STOP ASSEMBLY
LIFTING BEAM STOP PARTS
LIFTING BEAM LINKAGE ASSEMBLY
LIFTING BEAM PARTS
LIFTING BEAM C15X50 18 INCH CHANNEL
LIFTING LINK 2 BUMPER PLATE
LIFTING BEAM COUNTERWEIGHT
COTTER PINS
BOLTS
THREADED END ROD
LIFTING BEAM CRITICAL DIMENSIONS
LIFTING BEAM RIGGING
BULKHEAD BOM
BULKHEAD DIMENSION
BULKHEAD WELD DETAIL
BULKHEAD SKIN PLATE
BULKHEAD PARTS
BOTTOM SEAL PLATE
BOTTOM BOLT PLATE
TOP SEAL PLATE
TOP BOLT PLATE
SIDE SEAL PLATE I
SIDE SEAL PLATE II
SIDE BOLT PLATE I
SIDE BOLT PLATE II
J-BULB SEAL
FASTENERS
BULKHEAD CONTROL DIMENSIONS
SERVICE BRIDGE REPAIR
SERVICE BRIDGE REPAIR II
SERVICE BRIDGE MOCK-UP
SERVICE BRIDGE REPAIRED MOCK-UP
SERVICE BRIDGE FLANGE EXTENSION
ACCESS LADDER AND LANDING
OUTLET WORKS POWER ONE-LINE
POWER PANEL "P1"
DISTRIBUTION PANEL "P2"
GATE CHAMBER LIGHTING LAYOUT
HYDRAULIC PUMP ROOM LAYOUT
CONTROL ROOM LAYOUT
ELEVATOR HOIST DECK LAYOUT
INTERNAL LIGHTING SCHEMATIC
INTERNAL RECEPT SCHEMATIC
CONTROL PANEL
CONTROL SEQUENCE
M-001
M-100
M-101
M-102
M-103
M-104
M-105
M-106
M-107
M-108
M-109
M-110
M-111
M-112
M-113
M-114
M-115
M-116
M-117
M-118
M-119
M-120
R-100
R-101
R-102
R-103
R-104
R-105
R-106
R-107
R-108
R-109
R-110
R-111
R-112
R-113
R-114
R-115
R-116
R-117
R-118
R-119
R-120
R-121
R-122
R-123
R-124
R-125
R-126
R-127
R-128
R-129
R-130
R-131
DRAWING NO.
HYDRAULIC CYLINDER MECHANICAL
HYDRAULIC CYLINDER HOLDING STEM
HYDRAULIC CYLINDER STEM BOLT
HYDRAULIC PISTON RING
CYLINDER O-RING
BONNET COVER O-RING
HORIZONTAL FRAME SEAL
VERTICAL FRAME SEAL
BONNET SEAL
HORIZONTAL LEAF SEAL
VERTICAL LEAF SEAL
STEM O-RING
CYLINDER-TO-BONNET COVER JOINT
CYLINDER-TO-CYLINDER HEAD JOINT
BONNET-TO-BONNET COVER JOINT
1-7/8" WASHERS
PISTON SEAL O-RING
HOLDING STEM CUSTOM LOCKNUT
SEAL TWIST-OFF CAP SCREW
HYDRAULIC LINE SCHEMATIC I
HYDRAULIC LINE SCHEMATIC II
CRANE WORK ENVELOPE
FOLLOWING DRAWINGS FOR REFERENCE ONLY
1800-C4-5/1.1 GATE TOWER PLAN AND ELEV.
1800-C5-5/2.3 SECTIONAL ELEVATIONS
1800-C4-22/14.2 STRUCTURAL (CONCRETE)
1800-C4-41/1.4 ACCESS LADDERS AND LANDINGS I
1800-C4-41/2.5 ACCESS LADDERS AND LANDINGS II
1800-C4-41/3.3 STAIRWAY AND TOP DECK HATCH COVER
1800-C4-41/4.5 CRANE SUPPORTS AND GRATING
1800-C4-55/1.3 MECHANICAL GENERAL ASSEMBLY
1800-C4-55/2.3 US EMERGENCY GATE FRAME
1800-C4-55-3.3 DS EMERGENCY GATE FRAME
1800-C4-55/4.3 DS SERVICE GATE FRAME
1800-C4-55/5.3 LEAF ASSEMBLY DETAIL
1800-C4-55/6.1 CYLINDER, PISTON AND GATE STEM DETAIL
1800-C4-55/7.2 BONNET COVER
1800-C4-55/8.4 BONNET AND SEALS
1800-C4-55/9.1 GATE INDICATOR AND BRACKET DETAIL I
1800-C4-55/10.1GATE INDICATOR AND BRACKET DETAIL II
1800-C4-69/1.1 HYDRAULIC SYSTEM
1800-C4-69/2 HYDRAULIC SCHEMATIC
1800-C4-70/1.5 ELECTRICAL PLANS
1800-C4-70/2.5 ELECTRICAL ELEVATIONS
1800-C4-70/3.3 CIRCUIT DETAILS I
1800-C4-70/4.3 CIRCUIT DETAILS II
1800-C6-22/1 SERVICE BRIDGE PLAN AND ELEV.
1800-C6-22/2 SERVICE BRIDGE ABUTMENT
1800-C6-22/3 SERVICE BRIDGE PIERS
1800-C6-22/4 SERVICE BRIDGE RETAINING WALLS DETAIL
1800-C6-22/5 SERVICE BRIDGE REBAR SCHEDULE
1800-C6-22/6 SERVICE BRIDGE SUPERSTRUCTURE DETAILS
1800-C6-22/7 SERVICE BRIDGE MISC. DETAILS
1800-C14-39/1 ORIGINAL LIFTING BEAM
1800-C14-39/2 ORIGINAL EMERGENCY BULKHEAD
TITLE
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
G-002
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
G E
N E
R A
L
N
O T
E S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
R
C
P
E
R A
C
P
E
M R
L
P
E
B N
G
W
B
V R
GENERAL NOTES
1. EMERGENCY BULKHEAD, LIFTING BEAM, ELECTRICAL, SERVICE BRIDGE REPAIR, GATE AND FRAME SEALS, BRIDGE CRANE, MECHANICAL AND ASSOCIATED COMPONENTS REQUIRED AS SHOWN.
2. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ANY VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL.
3. UNLESS OTHERWISE NOTED ALL STRUCTURAL STEEL USED IN FABRICATION OF THE EMERGENCY BULKHEAD AND LIFTING BEAM SHALL BE ASTM A709 GR 50. FOR TOUGHNESS REQUIREMENTS PER SPECIFICATION.
4. WELDING SHALL CONFORM TO SPECIFICATIONS.
5. SPLICES REQUIRE APPROVAL BY THE CONTRACTING OFFICER AND ENGINEER OF RECORD. SPLICES SHALL BE COMPLETE JOINT PENETRATION GROOVE WELDS GROUND SMOOTH AND SHALL BE 100% RT AND 100% UT TESTED AS PER
THE SPECIFICATIONS.
6. WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHALL BE ASSUMED TO BE FRACTURE CRITICAL COMPLETE JOINT PENETRATION WELDS, AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL.
MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN LIST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON. THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF
THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL.
7. WELD ACCESS HOLES ARE 1 1/2" R AND GROUND SMOOTH UNLESS OTHERWISE NOTED.
8. WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELD SIZE SHOWN ON THE DRAWINGS, OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D1.5 OR AWS D14.1.
9. COATING SYSTEM SHALL BE COMPLETELY CURED PRIOR TO INSTALLATION OF RUBBER SEALS.
10. BULKHEAD RUBBER SEALS SHALL BE CONTINUOUS WITH MOLDED CORNER PIECES AND VULCANIZED SPLICES.
11. THE SURFACE OF SEAL BARS FASTENED TO GATES SHALL NOT DEVIATE FROM A TRUE PLANE BY MORE THAN 1/64” PER FOOT AND THE MAXIMUM DEVIATION AT ANY POINT FROM A TRUE PLANE SHALL NOT EXCEED 1/32”.
12. COAT THREADED SURFACES OF SEAL FASTENERS WITH A RUST INHIBITOR.
13. QUANTITIES PROVIDED IN THIS DRAWING SET ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR
14. UNLESS OTHERWISE SPECIFIED, ANGLE TOLERANCE SHALL BE ± 0.5°
CENTERLINE
PLATE
DIAMETER
RADIUS
FRACTURE CRITICAL MEMBER
TYPICAL
MAGNETIC PARTIAL TESTING
ULTRASONIC TESTING
WORKING POINT
REQUIRED
LIMIT SWITCH
CONTROL ROOM
GATE CHAMBER
COUNTER SINK
SOCKET HEAD CAP SCREW
BOTTOM
BELOW-THE-HOOK
FRACTURE CRITICAL MEMBER
ABBREVIATIONS
Ø
FCM
TYP
MT
UT
WP
REQ'D
LS
CR
GC
CS
SHCS
BTM
BTH
FCM
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
G-003
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
C O
N T
R A
C T
A
G I N
G L A
Y D
O W
N
A
R E
A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
M R
L
P
E
B N
G
W
B
V R
SERVICE GATE TOWER
STAGING/LAYDOWN AREA
AREA OFFICE
SERVICE TOWER ACCESS GATE
ACCESS ROAD
CONTRACTOR STAGING/LAYDOWN AREA
SERVICE BRIDGE
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
G-004
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
T O
P
D
E C
K
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
M R
L
P
E
B N
G
W
B
V R
SERVICE BRIDGE
SPIRAL STAIRCASE ACCESS AND COVER
ACCESS HATCH
24' 2"
6'
5' 6"
6'
CURB
9' 1"
TOP DECK EL. 509 FT.
12' 6" SERVICE BRIDGE
ROADWAY
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
G-005
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
G A
H A
M B
R
K
L
I M
I T
S
A
C
E S
S
Z O
N E
S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
M R
L
P
E
B N
G
W
B
V R
WATER SUPPLY VALVES
ELEVATOR ACCESS
LADDER ACCESS
EQUILIZING VALVES ACCESS
LOW FLOW VALVE ACCESS
GATE CHAMBER DECK EL.410 FT.
RESTRICTED ACCESS
NO CONTRACTOR
STORAGE
GATE CONTROL ACCESS
NOTE
1. DO NOT STORE EQUIPMENT ON GRATING
2. DO NOT BLOCK ENTRANCES OR EXITS
2'-0" TYP
DETAIL 2
SCALE 1 : 7
DETAIL 1
SCALE 1 : 7
DETAIL 3
SCALE 1 : 7
DETAIL 4
SCALE 1 : 7 DETAIL 5
SCALE 1 : 7
DETAIL 6
SCALE 1 : 7
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-100
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
B
E A
M
O
P E
R A
T I O
N A
L
C
O N
C E
P T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
STEP 1: LATCHING TO BULKHEAD STEP 2: BULKHEAD TRANSFER STEP 3: RELEASE FROM BULKHEAD
1. OPERATIONAL CONCEPT DRAWING. FOR REFERENCE
ONLY
2. CONTRACTOR SHALL PERFORM DEMONSTRATION TEST BY INSTALLING AND
REMOVING THE BULKHEAD UTILIZING THE LIFTING BEAM FABRICATED PER THIS
DRAWING SET.
DETAIL 7
SCALE 1 : 3
SECTION B-B
SCALE 1 : 5
SECTION A-A
SCALE 1 : 3
PARTS LIST
FRACTURE
CRITICAL
MATERIAL
SHEET
NUMBER
PARTQTYITEM
YESASTM A709 GRADE 50S-116LIFTING BEAM C15x50 18 INCH CHANNEL21
NOASTM A709 GRADE 50S-115LIFTING BEAM COVERPLATE42
YESASTM A709 GRADE 50S-111LIFTING BEAM LIFTING EAR23
YESASTM A709 GRADE 50S-110LIFTING BEAM C12x3024
NOASTM A193 GRADE B7S-120ANSI/ASME B18.2.1 - 3/8-16 UNC - 2125
SEE S-112SEE S-112S-112LIFTING BEAM STOP ASSEMBLY16
NOASTM A563 GR. BNAASME B18.2.2 - 5/8 - 11 HEX SLOTTED NUT27
NOCARBON STEELS-1195/8 BOLT COTTER PIN COTTER PIN28
NOASTM A709 GRADE 50S-115LIFTING BEAM STOP EAR29
SEE S-106SEE S-106S-106LIFTING BEAM LIFTING LINK 2110
NOASTM A709 GRADE 50S-115LIFTING BEAM LIFTING LINK 1 BUMPER PLATE111
SEE S-104SEE S-104S-104LIFTING BEAM LIFTING LINK 1112
NOASTM F3125 GRADE A325S-120ASME B18.2.1 - 5/8-11 X 6 BOLT213
SEE S-114SEE S-114S-114LIFTING BEAM LINKAGE ASSEMBLY114
NOCARBON STEELNAASME B18.21.1 - 3/8 HELICAL SPRING LOCK WASHER2415
NOASTM A709 GRADE 50S-117LIFTING BEAM LIFTING LINK 2 BUMPER PLATE116
NOASTM A36S-115LIFTING BEAM PIN SPACER417
NOCARBON STEELS-1192 1/2 BOLT COTTER PIN218
NOASTM A449S-120ASME B18.2.1 - 2 1/2-4 X 12 BOLT219
NOASTM A194 GRADE 2HNAASME B18.2.2 - 2 1/2 - 4 SLOTTED HEX NUT220
NOCARBON STEELNA
ASME B18.22.1 - 2 1/2 - TYPE A WASHER
NOCARBON STEELS-118LIFTING BEAM COUNTERWEIGHT122
NOASTM A563 GR. BNAASME B18.2.2 - 1/2 - 13 JAM HEX NUT423
NOCARBON STEELS-121LEFT-HAND THREADED SOLID ROD END124
NOCARBON STEELS-121RIGHT-HAND THREADED SOLID ROD END125
NOASTM A563 GR. BNA
ANSI B18.2.2 - 3/8 - 16 HEX NUT1226
NOCARBON STEELNAASME B18.22.1- 5/8 NARROW - TYPE AAS REQ'D27
NOASTM F3125 GRADE A325S-120ASME B18.2.1 - 1/2-13 X 5 BOLT128
NOCARBON STEELNAASME B18.22.1 - 1/2 - NARROW- TYPE A129
NOASTM A563 GR. BNAASME B18.2.2 - 1/2 - 13 HEX NUT530
NOASTM A563 GR. BNAASME B18.2.2 - 1/2 - 13 SLOTTED HEX NUT131
NOCARBON STEELNAASME B18.21.1 - 1/2 HELICAL SPRING LOCK WASHER 1032
NOASTM A193 GRADE B7S-120ASME B18.3 - 1/2 - 13 UNC - 2 SHCS433
NOASTM A193 GRADE B7S-120ASME B18.3 - 1/2 - 13 UNC - 8 1/2 SHCS134
NOASTM A709 GRADE 50S-115RUBBING SHOE235
NOCARBON STEELS-123BTH NAME PLATE236
NOASTM A307S-115SPACER STUD337
NOASTM A563 GR. ANAASME B18.2.2 - 1 1/8 - 7 HEX NUT638
NOCARBON STEELS-1191/2 BOLT COTTER PIN COTTER PIN139
NOSTEEL, MALLEABLENAASME B18.23.1, 3/8 BEVELED WASHER1240
NOASTM A563 GR. ANAASME B18.2.2 - 1 1/8 - 7 HEX JAM NUT641
NOCARBON STEELNAADJUSTMENT COUNTERWEIGHT142
B
B
A
A
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-101
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
B
E A
M
B
I
M
A T
E R
I A
L S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
S-115
S-116
S-111
S-120
S-114
S-112
S-115
S-117
S-118
S-115
S-121
NA
S-119
S-120
S-121
S-104
S-115
S-106
S-120
S-119
NA
S-120
NA
S-120
NA
NA
NA
NA
NA
S-110
S-115
1"
S-123
1. ESTIMATED WEIGHT: 1365 LBS. WEIGHT SHALL BE
VERIFIED AND DOCUMENTED AFTER FABRICATION.
S-120
NA
NA
S-120
NA
NA
NA
NA
S-119
NA
S-120
NA
S-115
NA
NA
NA
NA
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-102
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
B
E A
M
A
S S
E M
B L
Y
D
I M
E N
S I O
N S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
TOP PLAN
ELEVATION
BOTTOM PLAN
SIDE ELEVATION
8'-5"
4'-2 1/2" 4'-2 1/2"
1'- 1/2"
4 13/32"
1'-7 1/4"
FIT BUMPER PLATE SO THAT LIFTING LINK SHALL
REST AGAINST BUMPER AND LINK BOLT AND
LIFTING PIN ARE ALIGNED VERTICALLY WHEN
HANGING
FIT BUMPER PLATE SO THAT LIFTING LINK SHALL
REST AGAINST BUMPER AND LINK BOLT AND
LIFTING PIN ARE ALIGNED VERTICALLY WHEN
HANGING
7 9/32"
SEE S-117
3'-2" 3'-2"
1'-3"
6 13/16"
9"
UPON COMPLETION OF FABRICATION OF LIFTING BEAM THE COUNTERWEIGHT
SHALL BE ADJUSTED SO THAT THE LIFTING BEAM HANGS PLUMB AND LEVEL
WHEN SUSPENDED BY THE RIGGING. COUNTERWEIGHT SHALL NOT INTERFERE
WITH MOVING COMPONENTS.
UNLESS OTHERWISE NOTED, DIMENSIONS ARE IN INCHES
UNLESS OTHERWISE NOTED, TOLERANCE PER SPECIFICATION
2" TYP
3" TYP 2 PLACES
1/2" TYP 2 PLACES
2"
DRILL HOLES THROUGH BOTTOM FLANGE OF CHANNELS
TO MATCH HOLES IN CORRESPONDING BUMPER
PLATES
1 1/4"
29/32"
3 1/2"2X
2.
3.
SECTION C-C
SCALE 1 : 6
SECTION D-D
SCALE 1 : 6
C
C
D
D
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-103
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
B
E A
M
W
E L
D
D
E T
A I L
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
3/16
COVERPLATE TO
C15X50
1/4
TYP
BOTH EARS
1/4
TYP 2 PLACES
1. WELD PER SPECIFICATION
2. UNLESS OTHERWISE NOTED, DIMENSIONS ARE IN INCHES
3. UNLESS OTHERWISE NOTED, TOLERANCE PER SPECIFICATION
4. FAYING SURFACES NOT SEALED BY WELD SHALL BE SEALED WITH
CAULK AFTER PAINT HAS DRIED. CAULK SHALL BE COMPATABLE
WITH APPLIED PAINTING SYSTEM
7 5/16" 3 5/32"
1/4
TYP
C12X30 TO
C15X50
1/4
TYP
BOTH EARS
3/8
TYP BOTH EARS
3 21/32"
1/4
TYP
C12X30 TO
C15X50
3/16
TYP
COVERPLATE
TO C15X50
3/16
TYP
COVERPLATE TO
C15X50
1/4
PARTS LIST
FRACTURE
CRITICAL
MATERIALSHEET NUMBERPART NUMBERQTYITEM
YESASTM A709 GRADE 50S-1092 1/2" X 6 1/4" PIN
NOASTM A709 GRADE 50S-109LIFTING BOLT BUSHING
YESASTM A709 GRADE 50S-105LIFTING LINK 1 PLATE
NOSTEELS-109STEEL GREASE FITTING
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-104
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
B
E A
M
L I N
K
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
S-109
S-109
S-105
S-109
4"
1/4
TYP
1/4
TYP
7/16"7/16"
.50.50
4. FAYING SURFACES NOT SEALED BY WELD SHALL BE SEALED WITH
CAULK AFTER PAINT HAS DRIED. CAULK SHALL BE COMPATABLE
WITH APPLIED PAINTING SYSTEM
LIFTING LINK 1
S-101
SCALE: 1 : 3
CAULK AROUND PIN AFTER PAINTING
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-105
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
B
E A
M
L
I N
A
T E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
R3.50
2.516 THRU
3.531 THRU
4.000
9.25
5/8" ⅊
.656 THRU
R4.00
R1.75
R1.00
2.50
5°
15°
1. UNLESS OTHERWISE NOTED, DIMENSIONS ARE IN INCHES
2. UNLESS OTHERWISE NOTED, TOLERANCE PER SPECIFICATION
3. FCM = FRACTURE CRITICAL MEMBER
LIFTING LINK 1 PLATE (FCM)
S-104
CRITICAL
MATERIALSHEET NUMBERPART NUMBERQTYITEM
YESASTM A709 GR.50S-109LIFTING BEAM LIFTING PIN11
YESASTM A709 GR.50S-107LIFTING BEAM LIFTING LINK 2 PLATE22
NOASTM A709 GRADE 50S-109LIFTING BEAM LIFTING BOLT BUSHING13
NOSTEELS-109STEEL GREASE FITTING14
NOASTM A709 GRADE 50S-108LIFTING BEAM COUNTER WEIGHT SLOT25
NOASTM A563 GRADE BNA
ASME B18.2.2 - 1/2 - 13 HEX NUT
NOASTM F3125 GRADE A325S-120ASME B18.3 - 1/2-13 UNC x 2 BOLT47
NOSTEELNAASME B18.22.1 - 1/2 - WIDE - Type A48
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-106
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
B
E A
M
L I N
K
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
S-109
S-107
S-109
S-109
1/4
TYP
1/4
TYP
4"7/16" 7/16"
1/2" 1/2"
S-108
S-120
NA
NA
LIFTING LINK 2
S-101
4. FAYING SURFACES NOT SEALED BY WELD SHALL BE SEALED
WITH CAULK AFTER PAINT HAS DRIED. CAULK SHALL BE
COMPATABLE WITH APPLIED PAINTING SYSTEM
CAULK AROUND PIN AFTER PAINTING
4"
DETAIL 9
SCALE 1 : 2
DETAIL 8
SCALE 1 : 3
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-107
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
B
E A
M
L
I N
A
T E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
2.516 THRU
.656 THRU
4.000
6.02 2.62
5/8"
11.65
2X .531 THRU
4.000
2.000
6.99
EXTENT OF 3.5" RADIUS
173°
4°
3°
R3.50
4° 3°
R.13
R1.63
3.531 THRU
54°
R10.00
LIFTING LINK 2 PLATE (FCM)
S-106
2. UNLESS OTHERWISE NOTED, TOLERANCES ARE AS FOLLOWS:
X.X = ±.015
X.XX = ±.010
X.XXX = ±.005
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-108
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
B
E A
M
C
O U
N T
I G
O
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
R1.50
R.28
19.71
5/8"
2X .547 THRU
.875 X 82°
AXIS OF LIFTING LINK 2
2.002.0002.0003.009.21
18.21
.375 X 45° Chamfer
COUNTERWEIGHT SLOT
S-106
SCALE: 2 : 3
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-109
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
C O
M M
F
T I N
G
L
I N
K
P
A R
T S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
2.500
6.250
1/8 - 27 NPT
3/4
Ø
6.125
3.063
2.531 THRU
(.405)
LIFTING PIN (FCM)
S-106
SCALE: 1 : 1
S-104
LIFTING BOLT BUSHING
S-106
SCALE: 1 : 1
S-104
1/8" NPT GREASE FITTING
S-106
SCALE: 5 : 1
S-104
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-110
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
B
E A
M
C
X
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
2X 2.531 THRU
96.000.03
38.00038.000
(3.170)
(.510)
LIFTING BEAM C12X30 (FCM)
S-101
SCALE: 1 : 4
2.5003X
32.0
16.0
3X 1.156 THRU
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-111
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
B
E A
M
L
I F
T I N
G
E
A R
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
3.83
1.766 THRU
1.92
1.00 FROM SHARP CORNER
LIFTING BEAM LIFTING EAR (FCM)
S-101
SCALE: 1 : 2
TYP ALL SURFACE
2.58
.375 X 45° Chamfer
R2.00
R1.25
R.25
1.83
1.875
CRITICAL
MATERIALSHEET NUMBERPART NUMBERQTYITEM
NOCARBON STEELS-113LIFTING BEAM STOP BUSHING11
NOSTEELS-113GREASE FITTING12
NOASTM A572 GRADE 50S-113LIFTING BEAM STOP ARM13
NOASTM A572 GRADE 50S-113LIFTING BEAM STOP PLATE14
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-112
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
B
E A
M
S
T O
P
A
S S
E M
B L
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
S-113
S-113
S-113
S-113
1/4
9"
3/4"2 13/16" 2 13/16"
.00
6 3/8" 1 5/16"1 5/16"
STOP ASSEMBLY
S-101
SCALE: 1 : 1
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-113
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
B
E A
M
S
T O
P
P
A R
T S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
1.344 HRU
R1.09
2.00
3.09
3/4"
1/4 - 18 NPT
3/4
6.38
1.09
.656 THRU
(1.32)
9.00
3.50
.125 X 45° Chamfer
(.405)
STOP ARM
S-112
SCALE: 1 : 1
STOP BUSHING
S-112
SCALE: 2 : 1
STOP PLATE
S-112
SCALE: 1 : 1
1/8" NPT GREASE FITTING
S-112
SCALE: 10 : 1
1. UNLESS OTHERWISE NOTED, DIMENSIONS ARE IN
INCHES
2. UNLESS OTHERWISE NOTED, TOLERANCES ARE AS
FOLLOWS:
CRITICAL
MATERIALPART NUMBERQTYITEM
NOCARBON STEELLINKAGE LH INTERNAL THREADED PART11
NOCARBON STEELLINKAGE RH INTERNAL THREADED PART12
NOASTM A106LINKAGE PIPE60.000 in3
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-114
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
B
E A
M
L
I N
K A
S
E M
B L
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
1.900(Ø )
S-114
S-114
S-114
1/4
1/4
60.75
60.00
3/4-10 UNC - 2B LH THRU
1.47
3.00
3/4-10 UNC - 2B THRU
1.47
3.00
3. UNLESS OTHERWISE NOTED, TOLERANCES ARE AS FOLLOWS:
X.X = ±.031
X.XX = ±.016
X.XXX = ±.005
LIFTING BEAM LINKAGE ASSEMBLY
S-101
SCALE: 1 : 3
LINKAGE PIPE
S-114
SCALE: 1 : 3
LH INTERNAL THREAD PART
S-114
SCALE: 3 : 2
RH INTERNAL THREAD PART
S-114
SCALE: 3 : 2
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-115
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
B
E A
M
P
A R
T S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
.656 THRU
R1.25
⅊1/2"
1/2" X 2 1/4" X 14 1/2" ⅊
1/2"⅊
4.63
2.531 THRU
1/2" ⅊
12.000
R2.000 TYP
.375TYP
45°TYP
LIFTING BEAM STOP EAR
S-101
SCALE: 2 : 1
LIFTING BEAM COVERPLATE
S-101
SCALE: 1 : 2
LIFTING BEAM PIN SPACES
S-101
SCALE: 1 : 2
LIFTING LINK 1 BUMPER PLATE
S-101
SCALE: 2 : 5
LIFTING BEAM RUBBING SHOE
S-101
SCALE: 1 : 2
FIELD FIT
1.252X 2.002X 2.002X
SPACING STUD
S-101
SCALE: 2 : 3
2X ASME B18.3-2012
NECK UNDER SHOULDER DETAIL
1 1/2" SHOULDER
1.50Ø
12.30
2.50 2.50
1 1/8-7 UNC - 2A
1"
6X .397 THRU
SPACES AS SHOWN
UNLESS OTHERWISE NOTED, DIMENSIONS ARE IN
UNLESS OTHERWISE NOTED, TOLERANCES ARE AS
FIELD FIT EDGE SO THAT LIFTING LINK 1 MATES
FLUSH AGIANST BUMPER PLATE EDGE WHILE LIFTING
BULKHEAD.
1.
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-116
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
B
E A
M
C
X
I N
A
N N
E L
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
C15 X 50 18 INCH CHANNEL (FCM)
S-101
SCALE: 2 : 1
1. MODIFY C15 X 50 TO DIMENSIONS SHOWN
2. UNLESS OTHERWISE NOTED, DIMENSIONS ARE IN
3. UNLESS OTHERWISE NOTED, TOLERANCES ARE AS
4. FCM = FRACTURE CRITICAL MEMBER
DETAIL 10
SCALE 3 : 1
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-117
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
L
I N
U M
P E
R
P
L A
T E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
FIELD FIT
1/2"
UNLESS OTHERWISE NOTED, DIMENSIONS ARE IN
UNLESS OTHERWISE NOTED, TOLERANCES ARE AS
FIELD FIT EDGE SO THAT LIFTING LINK 2 MATES
FLUSH AGIANST BUMPER PLATE EDGE WHILE LIFTING
BULKHEAD.
LINK 2 BUMPER PLATE
S-101
SCALE: 1 : 1
F I E
T
13.64
1.333X 1.333X
X
10.98
1.
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-118
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
B
E A
M
C
O U
N T
E R
W E
I G
H T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
4.00
2.68
.531 THRU
4.00
COUNTERWEIGHT
S-101
X.XXX = ±.005
.66 .66
2.00 2.00
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-119
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
C O
T T
N
S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
(.120)
(.473)
(.176)
2 1/2" COTTER PIN
S-101
SCALE: 2 : 1
5/8" COTTER PIN
S-101
SCALE: 2 : 1
1/2" COTTER PIN
S-101
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-120
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
B O
L T
S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
2 1/2-4 UNC - 2A
5/8-11 UNC - 2A
M
I N
M
I N
M
I N
1/2-13 UNC - 2A
1/2-13 UNC - 2A
M
I N
82°
2 1/2" X 12" BOLT
S-101
SCALE: 1 : 1
1/2" X 2" C.S BOLT
S-106
SCALE: 1 : 1
5/8" X 6" BOLT
S-101
SCALE: 1 : 1
1/2" X 5" UNC BOLT
S-101
X.XXX = ±.005
1/2" X 2" SHCS
S-101
SCALE: 1 : 1
1/2-13 UNC - 2A
M
I N
1/2" X 8 1/2" SHCS
S-101
SCALE: 1 : 1
3/8" X 2" BOLT
S-101
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-121
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
T H
R E
A D
D
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
M
I N
M
I N
(.750)
(.750)
LH THREADED ROD END
S-101
MCMASTER-CARR 4543T290 OR PRIOR APPROVED EQUAL
RH THREADED ROD END
S-101
MCMASTER-CARR 6066K510 OR PRIOR APPROVED EQUAL
3. THREADS TO MATCH CORRESPONDING THREADED
PARTS SHOWN ON S-114
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-122
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
B
E A
M
C
R I T
I C
M
E N
S I O
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
C
H
G
E1
E2
ELEVATION
PLAN
I
SIDE ELEVATION
PLAN ELEVATION
SIDE ELEVATION
A
LIFTING BEAM - CRITICAL DIMENSIONS
B
E1
E2
F
G
I
H
C
H
D
SCALE 3 : 4
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-123
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
L I F
T I N
G
B
E A
M
R
I G
G I N
G
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
B
V R
R A C
P
C
P
G
M R L
P
45°
30°
1. AFTER FABRICATION, WEIGH LIFTING BEAM AND
RECORD ON NAME PLATE
2. LOAD TEST PER ASME B30.20 - 2013
3. MARK PER ASME B30.20 - 2013
4. CALCULATED LOAD RATING: 15,000 LBS.
BTH NAME PLATE
S-101
SCALE 3 : 4
8.0
.375 TYP, LARGE
.175 TYP, SMALL
SECTION A-A
SCALE 1 : 15
DETAIL 1
SCALE 1 : 2
SECTION B-B
SCALE 1 : 10
A
A
PARTS LIST
FRACTURE
CRITICAL
MATERIALSHEET NUMBERPARTQTYITEM
YESASTM A709 GRADE 50S-204BULKHEAD SKIN11
YESASTM A709 GRADE 50S-205WT 10.5X36.512A
YESASTM A709 GRADE 50S-205WT 10.5X36.5 WITH DRAIN HOLE92B
NOASTM A709 GRADE 50S-205TOP BEARING PLATE13
NOASTM A709 GRADE 50S-206BOTTOM SEAL PLATE14
NOASTM A709 GRADE 50S-207BOTTOM BOLT PLATE15
NOASTM A709 GRADE 50S-208TOP SEAL PLATE16
NOASTM A709 GRADE 50S-209TOP BOLT PLATE17
NOASTM A709 GRADE 50S-210SIDE SEAL PLATE I18
NOASTM A709GRADE 50S-211SIDE SEAL PLATE II19
NORubber, BlackS-214JBULB Seal55 FT10
YESASTM A709 GRADE 50S-205LIFTING HOOK211
NOASTM A709 GRADE 50S-205BOTTOM GUSSET212
NOASTM A709 GRADE 50S-205C15X40 COVER PLATE413
NOASTM A709 GRADE 50S-205C15X40214
NOASTM A709 GRADE 50S-212SIDE BOLT PLATE I115
NOASTM A709 GRADE 50S-213SIDE BOLT PLATE II116
NOASTM F436S-215ASME B18.21.1 5/8 HELICAL LOCK WASHER11617
NOASTM A563 GRADE AS-215ASME B18.2.2 5/8 - 11 HEAVY HEX NUT11618
NOASTM A563 GRADE AS-215ASME B18.2.2 5/8 - 11 HEAVY HEX JAM NUT11619
NOASTM F3125 GRADE A325S-205ASME B18.3 - 5/8-11 UNC x 411620
NOASTM A709 GRADE 50S-205INTERMEDIATE GUSSET2421
NOASTM A709 GRADE 50S-205BULKHEAD GUIDE422
B B
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-201
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
B U
L K
H E
M
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
B N
G
M R
L
P
E
W
B
V R
S-208
S-214
S-209
S-205
S-207
S-205
S-211
S-210
S-204
S-213
S-212
UPSTREAM ELEVATION
BOTTOM PLAN
TOP PLAN
S-205
S-205
S-205
FLOW
1. ESTIMATED WEIGHT - 9180 LBS.
S-205
2A
S-205
2B
S-205
S-205
S-205
S-206
S-205
S-215
S-215
S-215
2B
S-205
2B
S-205
2B
S-205
2B
S-205
2B
S-205
2B
S-205
2B
S-205
2B
S-205
FLOW
SCALE 1 :15
DETAIL 2
SCALE 1 : 5
DETAIL 3
SCALE 1 : 5
SECTION D-D
SCALE 1 :15
C
C
D D
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-202
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
B U
L K
H E
M
E N
S I O
N
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
B N
G
M R
L
P
E
W
B
V R
1.50
6'-4"
S I D
E
C H
A N
N E L
B E A R I
R F A C E
B
BOTTOM
BEARING
SURFACE
3/4"
UPSTREAM ELEVATION
DOWNSTREAM ELEVATION
3'-2"
P
P
L A
C E
S
2'-7 1/2"
2'-10 3/4"
2'-10 3/4"
S
P A
C E
7"
7'-9 1/2"
46.75
50.50
8'-5"
1/2"
ALL BULKHEAD GUIDES
TOP BEARING PLATE
SHALL BE FLUSH WITH
SIDE CHANNEL BEARING
SURFACE AS SHOWN
SIDE CHANNEL
4'-4 1/8"
2'-2 1/16"
1'-0"
UPON COMPLETION OF FABRICATION OF BULKHEAD A COUNTERWEIGHT SHALL BE ADJUSTED SO
THAT THE BULKHEAD HANGS PLUMB AND LEVEL WHEN SUSPENDED BY THE RIGGING.
UNLESS OTHERWISE NOTED, DIMENSIONS ARE IN INCHES
UNLESS OTHERWISE NOTED, TOLERANCE PER SPECIFICATION
1/4" TYP
2.
3.
SEAL
WELD
SECTION F-F
DETAIL 5
SCALE 1 : 2
DETAIL 4
SCALE 1 : 2
SECTION E-E
SCALE 1 :15
F
F
E E
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-203
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
B U
L K
H E
L
D
D
E T
A I L
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
B N
G
M R
L
P
E
W
B
V R
1/4
TYP ALL TEES
1/4
G
7/16
TYP SKIN PLATE
TO C15X40
SEAL WELD
TYP
3/8
LIFTING HOOK TO
C15X40 WEB
SEAL WELD
TYP TOP AND SIDE
BOLT PLATES
1/4
TYP
C15X40 TO
C15X40
COVERPLATE
UPSTREAM ELEVATION
DOWNSTREAM ELEVATION
TOP PLAN
TYP
1/4
TYP
3/8
TYP
LIFTING HOOK TO
TEE WEB
1/4
TYP
BOTTOM GUSSET
1/4
TYP
1/4
TYP
TYP
SEAL WELD
1/4
TYP
2 PLACES
SEAL WELD, TYP
SEAL WELD, TYP
TYP
TYP, SEAL WELD
END WELD
TYP ALL TEES
2 PLACES
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-204
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
B U
L K
H E
A
T E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
B N
G
M R
L
P
E
W
B
V R
SKIN PLATE (FCM)
S-201
SCALE: 1 : 15
S
P A
C E
3.87538X TYP 2 PLACES
3.500
81.00018 SPACES @ 4.500 =
3.750
95X 5/8 THRU
SPACED AS SHOWN
96.0
3/4"⅊
44.125 44.125
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-205
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
B U
L K
H E
R
T S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
B N
G
M R
L
P
E
W
B
V R
R2.000 TYP
96.0
203.3
1"
R2.000
45°
6.069
R2.50
R1.50
22.2
12.828
10.000
3/8" X 2 1/4" X 14 1/2" BAR
96.0
3/4" X 2 1/2" X 96" BAR
COPE
R1.250 TYP
9.860
1/2"⅊
R2.000 TYP
8.000
1/2"⅊
R4.0
18.0
3/4"⅊
96.0
WT 10.5X36.5 (FCM)
2A
S-201
SCALE: 1 : 8
WT 10.5X36.5 (FCM)
2B
S-201
SCALE: 1 : 8
BEARING GUIDE PLATE
S-201
SCALE: 1 : 3
C15X40
S-201
SCALE: 1 : 20
INTERMEDIATE GUSSET
S-201
SCALE: 1 : 4
BOTTOM GUSSET
S-201
SCALE: 1 : 3
TOP BEARING PLATE
S-201
SCALE: 1 : 2
LIFTING HOOK (FCM)
S-201
SCALE: 1 : 5
C15X40 COVERPLATE
S-201
1. UNLESS OTHERWISE NOTED, DIMENSIONS
ARE IN INCHES
2. UNLESS OTHERWISE NOTED, TOLERANCES
ARE AS FOLLOWS:
R2.000 TYP
48.0
45°
2.5
DETAIL 6
SCALE 2 : 1
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-206
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
B O
T T
A
L
P
L A
T E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
B N
G
M R
L
P
E
W
B
V R
5.4
91.50
R.313
1.25021X
21X 5/8 THRU
SPACED AS SHOWN
1.500 3.500 1.5004.000
81.00018 SPACES @ 4.500 =
BOTTOM SEAL PLATE
S-201
3. MATCH BOLT HOLES TO CORRESPONDING HOLES ON
THE SKIN PLATE
DETAIL 7
SCALE 4 : 1
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-207
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
B O
T T
A
T E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
B N
G
M R
L
P
E
W
B
V R
3.0
91.50
R.313
1.25021X
1.500 4.000 1.5003.500
81.00018 SPACES @ 4.500 =
21X 5/8 THRU
1 1/8 X 82°
SPACE AS SHOWN
BOTTOM BOLT PLATE
S-201
1. UNLESS OTHERWISE NOTED, DIMENSIONS
ARE IN INCHES
2. UNLESS OTHERWISE NOTED, TOLERANCES
ARE AS FOLLOWS:
3. MATCH BOLT HOLES TO CORRESPONDING
HOLES ON BOTTOM SEAL PLATE
DETAIL 8
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-208
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
T O
P
S
E A
L
P
L A
T E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
B N
G
M R
L
P
E
W
B
V R
2.000 2.250
81.00018 SPACES @ 4.500 =
R.313
3.0
85.25
1.50019X
19X .656 THRU
SPACED AS SHOWN
1. UNLESS OTHERWISE NOTED,
DIMENSIONS ARE IN INCHES
2. UNLESS OTHERWISE NOTED,
TOLERANCES ARE AS FOLLOWS:
3. MATCH BOLT HOLES TO
CORRESPONDING HOLES ON THE SKIN
PLATE
TOP SEAL PLATE
DETAIL 9
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-209
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
T O
P
B
O L
T
P
L A
T E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
B N
G
M R
L
P
E
W
B
V R
81.00018 SPACES @ 4.500 =
19X .656 THRU
1.125 X 82°
SPACE AS SHOWN
3.0
1.50019X
R.313
2.250 2.000
TOP SEAL PLATE
S-201
CORRESPONDING HOLES ON TOP SEAL
85.25
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-210
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
S I D
E
S
E A
L
P
L A
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
B N
G
M R
L
P
E
W
B
V R
3.0
1.50038X
38X .656 THRU
SPACE AS SHOWN
1.500
166.50037 SPACES @ 4.500 =
2.000
170.00
R.313 TYP ALL RADII
45°
SIDE SEAL PLATE I
S-201
CORRESPONDING HOLES ON THE SKIN
DETAIL 11
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-211
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
S I D
E
S
E A
L
P
L A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
B N
G
M R
L
P
E
W
B
V R
166.50037 SPACES @ 4.500 =
1.500 2.000
1.50038X
3.0 170.00
38X .656 THRU
SPACE AS SHOWN
R.313 TYP ALL RADII
45°
3. MATCH BOLT HOLES TO CORRESPONDING HOLES ON THE SKIN PLATE
SIDE SEAL PLATE II
DETAIL 12
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-212
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
S I D
E
B
O L
T
P
L A
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
B N
G
M R
L
P
E
W
B
V R
3.813 1.500
166.50037 SPACES @ 4.500 =
171.81
3.0
1.50038X
38X .656 THRU
1.125 X 82°
SPACE AS SHOWN
R.313 TYP ALL RADII
SIDE BOLT PLATE I
S-201
CORRESPONDING HOLES ON BOTTOM
SEAL PLATE
DETAIL 13
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-213
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
S I D
E
B
O
A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
B N
G
M R
L
P
E
W
B
V R
R.313 TYP ALL RADII
3.0
171.81
1.500
166.50037 SPACES @ 4.500 =
3.813
1.50038X
38X 5/8 THRU
1 1/8 X 82°
SPACE AS SHOWN
3. MATCH BOLT HOLES TO CORRESPONDING HOLES ON BOTTOM
SEAL PLATE
SIDE BOLT PLATE II
SECTION F-F
F F
SHEET
REFERANCE
NUMBER
S-214
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
J B
U L
B
S
E A
L
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
B N
G
M R
L
P
E
W
B
V R
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
11/16 THRU
SPACE AS NEEDED
R.875
4.13
5.00
7'-9 1/2"
X.XXX = ±.005
J-BULB SEAL
VIEW BV-BV
SCALE 2 : 1
BV BV
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-215
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
F A
S T
E N
E R
S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
B N
G
M R
L
P
E
W
B
V R
M
I N
(R.544)
5/8-11 UNC - 2A
5/8-11 UNC - 2B
X.XXX = ±.005
5/8" X 4" CS SHCS
S-201
SCALE: 2 : 1
5/8" HEAVY HELICAL LOCK WASHER
S-201
SCALE: 2 : 1
5/8" HEAVY HEX NUT
S-201
SCALE: 2 : 1
5/8-11 UNC - 2B
5/8" HEAVY HEX NUT
SECTION H-H
SECTION I-I
SCALE 1 :15
TYP ALL TEES
H
H
I I
A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-216
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
E M
E R
G E
N C
Y
B
U L
K H
E A
D
C
O N
T R
O L
D I M
E N
S I O
N
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
B N
G
M R
L
P
E
W
B
V R
A
C
C
D
D
E
B
F
G
H
M
L
J
K
UPSTREAM ELEVATION
EMERGENCY BULKHEAD - CONTROL DIMENSIONS
UPSTREAM
ELEVATION
SECTION H-H
TEE 1 TEE 2 TEE 3 TEE 4 TEE 5 TEE 6 TEE 7 TEE 8 TEE 9 TEE 10
A
B
C1
C2
D1
D2
E
F
G
H
J
K
L
J
K
L
J
K
L
J
K
L
J
K
L
J
K
L
J
K
L
J
K
LI L
K
J
L
K
J
M M M M M M M M M M
TEE 1
TEE 2
TEE 3
TEE 4
TEE 5
TEE 6
TEE 7
TEE 8
TEE 9
TEE 10
DETAIL 1
SCALE 1 : 10
TYPICAL 6 PLACES PER SPAN
BOTTOM BRIDGE GIRDER FLANGE
REMOVED FOR CLARITY
SECTION A-A
SCALE 1 : 8
A A
B
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-300
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
S E
R V
I C
E
B
R I D
P
A
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
B N
G
M R
L
P
E
W
B
V R
SERVICE BRIDGE SPAN ELEVATION EXISTING CONDITION
SHOWING ONE OF THREE EQUAL SPANS
(79'-9")
2. DEMOLITION SHALL BE DONE BY MECHANICAL MEANS ONLY. REMOVAL OF DIAGONAL COMPONENTS MUST
BE DONE IN A MANOR THAT SHALL NOT CUT OR GOUGE INTO BRIDGE GIRDER WEB OR FLANGE
3. SEE R-128 FOR ORIGINAL BRIDGE DETAILS
4. REPAIRS APPY TO 3 BRIDGE SPANS. 6X PER SPAN, 18 TOTAL REPAIRS
5. SEE S-301 FOR REPAIR DETAILS
6. ONLY TAKE ONE MATERIAL TEST COUPON PER SPAN. MAXIMUM TWO TOTAL COUPONS. MATERIAL TEST
COUPONS SHALL BE TESTED PER SPECIFICATION
S-301
DO NOT REPAIR ENDS OF SPAN
REPAIR INTERIOR JOINTS
SERVICE BRIDGE SPAN BOTTOM FLANGE PLAN EXISTING CONDITION
REPAIRS INDICATED TYPICAL FOR THREE SPANS
TAKE THE MATERIAL TEST COUPON
FROM THE TOP FLANGE AS SHOWN
E N
D
O
F
S P A N
1"
4"
SECTION N-N
SCALE 1 / 20
DETAIL A
SCALE 1 : 8
VIEW CE-CE
SCALE 1 / 20
SECTION CR-CR
SCALE 1 : 8
SECTION DR-DR
SCALE 1 / 100
DETAIL EE
SCALE 1 : 10
SECTION B-B
SCALE 1 : 5
SCALE 2 : 3
N N
CE CE
PARTS LIST
DESCRIPTIONPART NUMBERQTYITEM
Deck11
W Shapes in accordance with ASTM A6/A6M
ASTM A6/A6M - UB10 x 21
(9.9x5.75) - 168
3528.000 in2
Girder23
Girder Stiffener214
PLAN BRACING 19FT26
PLAN BRACING 20FT27
INTERMEDIATE BRACING38
END BRACING29
Girder Stiffener_MIR11910
Regular Helical Spring Lock
Washers(Inch Series)
ASME B18.21.1 - 3/43211
Heavy Hex Structural Bolt -
UNC (Regular Thread -
Inch)
ANSI B18.2.6 - 3/4-10 UNC
- 2.5
*Varies*ANSI B18.2.2 - 3/4 - 103213
CR
CR
DR DR
C
D
A
B
C
D
1 2 3 4 5
1 2 3 4 5
SHEET
REFERANCE
NUMBER
S-301
P I N
E
C
R E
K E
M c C
U R
T A
U
N T
Y
O
K L
A H
O M
A
O U
T L
R
C
H A
N I C
A L
E
L E
C T
R I C
A L
B R
I D
T
E
S
E A
L
R
E P
A I R
S E
R V
I C
E
B
R I D
P
A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
A
O
K L A
H O
M A
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
D E
S I G
N E
D
B
Y
R E
V I E
W E
D
B
Y
D R
A W
N
B
Y
S U
B M
I T T
F I L E
N
A M
E
S O
L I C I T A T I O
N
N
O
C O
N T A C T
N
O
C O
N T A C T
D
A T E
T I T L E
P L O
T
D
A T E
P L O
T
S C A L E
S Y M
B O
L D
E S
C R
I P
T I O
N T R A C K I N
G
N
O
A C T I O
N D
A
C
P
E
R A
C
P
E
B N
G
M R
L
P
E
W
B
V R
T
Y P
1" TYP
2. DEMOLITION SHALL BE DONE BY MECHANICAL MEANS ONLY. REMOVAL OF DIAGONAL
COMPONENTS MUST BE DONE IN A MANOR THAT SHALL NOT CUT OR GOUGE INTO
BRIDGE GIRDER WEB OR FLANGE
3. SEE R-128 FOR ORIGINAL FABRICATION DETAILS
4. FASTENERS: ASTM F3125 GRADE A325 BOLT, ASTM F436 WASHER, ASTM A563 DH
NUTS
5. CHAMFER SHARP CORNERS RESULTING FROM REPAIR
6. MINIMUM EDGE DISTANCE FROM CENTER OF BOLT IS 1".
CONTRACTOR SHALL CONSULT WITH GOVERNMENT ON HOW TO PROCEED IF DISTANCE
IS LESS THAN 1".
7.UNLESS…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .