866-B550-01_Rev 2_SPUD STRUCTURAL ARRANGEMENT_02-04-22.pdf

PDF 1 MB Posted Jul 29, 2022

Attached to: New Crane Barge Federal contract opportunity
Solicitation number: W912BU22B0018
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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Written by GovTribe AI · Dec 28, 2023

This solicitation is for the procurement of a new crane barge to replace an existing barge currently in operation. The new barge must be built and classed by ABS to specifications including a length of 150 feet, beam of 50 feet, depth of 10 feet, design waterline of 5 feet, and camber of 4 inches. It must satisfy stability requirements and be delivered to Sault Sainte Marie, Michigan. Bids are due by August 29th at 10:00am EDT and are to be emailed to the specified recipient. Liquidated damages and bonding requirements are included.

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Other files for this federal contract opportunity

Other files attached to New Crane Barge, newest first.
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W912BU22B0018 Amendment 3.pdf	PDF	Sep 1, 2022
Amendment 2 TAI 1240_866-B522-02_Rev 3_SPUD HANDLING SYSTEM ARRANGEMENT_05-23-22 (Redlined for Amendment).pdf	PDF	Aug 24, 2022
W912BU22B0018 Amendment 2.pdf	PDF	Aug 24, 2022
W912BU22B0018 Amendment 1 SF30.pdf	PDF	Aug 24, 2022
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866-B522-02_Rev 4_SPUD HANDLING SYSTEM ARRANGEMENT_07-08-22.pdf	PDF	Aug 9, 2022
866-B677-02_Rev 0_FIXED CO2 SYSTEM CALCULATIONS_02-11-22.pdf	PDF	Aug 9, 2022
611-D460-02 Communications Mark.pdf	PDF	Aug 9, 2022
W912BU22B0018 Amendment 1.pdf	PDF	Aug 9, 2022
T1716010 KEEN Stability Letter - signed with Load Charts_106379386.pdf	PDF	Aug 9, 2022
866-B685-01_REV 3_HEATING AND VENTILATION SYSTEM CALCULATIONS_04-26-22.pdf	PDF	Aug 9, 2022
866-B330-07_Rev 1_BOOM REST DESIGN CALCULATIONS_02-28-22.pdf	PDF	Aug 9, 2022
866-B406-01 MDC STANDARD FLOATING PLANT PAINT SCHEDULE.pdf	PDF	Aug 9, 2022
866-B601-01 PIPE MARKING GUIDE.pdf	PDF	Aug 9, 2022
W912BU22B0018.pdf	PDF	Jul 29, 2022
866-B170-01_Rev 1_DRY DOCKING PLAN.pdf	PDF	Jul 29, 2022
866-B105-01_Rev 0_HULL LINES AND OFFSETS.pdf	PDF	Jul 29, 2022
866-B309-01 Rev 6 TRANSVERSE STRUCTURE.pdf	PDF	Jul 29, 2022
866-B307-03 Rev 5 RAKE STRUCTURE.pdf	PDF	Jul 29, 2022
866-B330-03_Rev 1_MACHINERY AND WINCH FOUNDATIONS CALCULATIONS pdf.pdf	PDF	Jul 29, 2022
866-B552_01_Rev 3_SPUD WELL STRUCTURAL ARRANGEMENT.pdf	PDF	Jul 29, 2022
866-B685-02_Rev 4_HEATING AND VENTILATION SYSTEM DRAWING.pdf	PDF	Jul 29, 2022
866-B677-01_Rev 2_FIXED FIRE EXTINGUISHING SYSTEM.pdf	PDF	Jul 29, 2022
866-B640-01_Rev 2_ENGINE COOLING SYSTEM.pdf	PDF	Jul 29, 2022
866-B630-01_Rev 2_FUEL OIL SYSTEM ARRANGEMENT.pdf	PDF	Jul 29, 2022
866-B635-01_Rev 2_LUBE OIL STORAGE ARRANGEMENT.pdf	PDF	Jul 29, 2022
866-B637-01_Rev 2_WASTE OIL SYSTEM.pdf	PDF	Jul 29, 2022
866-B690-01_Rev 1_COMPRESSED AIR SYSTEM.pdf	PDF	Jul 29, 2022
866-B660-03_Rev 2_DECK WASHDOWN SYSTEM.pdf	PDF	Jul 29, 2022
TAI 1240_866-B130-01_Rev 2_TANK CAPACITY PLAN REPORT_06-02-22.pdf	PDF	Jul 29, 2022
866-B130-02_Rev 3_TANK ARRANGEMENT.pdf	PDF	Jul 29, 2022
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866-B420-01_Rev 2_DECK FITTINGS ARRANGEMENT.pdf	PDF	Jul 29, 2022
866-B427-01_Rev 2_LADDER ARRANGEMENT.pdf	PDF	Jul 29, 2022
866-B470-01_Rev 2_TRANSDUCER WELL DETAILS.pdf	PDF	Jul 29, 2022
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866-B670-01_Rev 3_FILLS VENTS AND SOUNDS.pdf	PDF	Jul 29, 2022
866-B660-02_Rev 2_BILGE AND BALLAST SYSTEM.pdf	PDF	Jul 29, 2022
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866-B301-01 Rev 5 MIDSHIP SECTION.pdf	PDF	Jul 29, 2022
866-B320-01_Rev 2_INDEPENDENT TANKS.pdf	PDF	Jul 29, 2022
866-B330-05_Rev 4_CRANE REINFORCED DECK AREA.pdf	PDF	Jul 29, 2022
866-B330-01_Rev 2_DECK DUNNAGE PLAN.pdf	PDF	Jul 29, 2022
866-B310-01 REV 4 WELDING SCHEDULE.pdf	PDF	Jul 29, 2022
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866-B415-01_Rev 2_DOORS WINDOWS HATCHES AND MANHOLES.pdf	PDF	Jul 29, 2022
866-B730-04_REV 3_ELECTRICAL POWER PLANT.pdf	PDF	Jul 29, 2022
866-B330-04_Rev 2_CRANE TRACKING AREA.pdf	PDF	Jul 29, 2022
866-B667-01_REV 1_SANITARY AND BLACK WATER SYSTEM.pdf	PDF	Jul 29, 2022
866-B730-01_Rev 1_LIGHTING PLAN.pdf	PDF	Jul 29, 2022

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2/4/22

NOT FOR

PRODUCTION

2/4/22

FOR REVIEW

ONLY

AutoCAD SHX Text GENERAL NOTES: 1. ALL UNITS ARE IN INCHES (U.N.O) ALL UNITS ARE IN INCHES (U.N.O) 2. ALL WELDING, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ABS RULES FOR BUILDING AND CLASSING STEEL BARGES, (2020). THIS ALL WELDING, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ABS RULES FOR BUILDING AND CLASSING STEEL BARGES, (2020). THIS VESSEL IS TO BE ABS CLASSED "MALTESE CROSS A-1 STEEL BARGE", GREAT LAKES SERVICE, GREAT LAKES LOAD LINE. ALL FIT-UPS AND WELDING SHALL BE TO THE SATISFACTION OF THE SURVEYOR. 3. COMPARTMENTS ABOVE AND BELOW SHEAVE TO BE WATERTIGHT. COMPARTMENTS ABOVE AND BELOW SHEAVE TO BE WATERTIGHT. 4. EACH SPUD WILL WEIGH APPROXIMATELY ~31,507 lbs EACH SPUD WILL WEIGH APPROXIMATELY ~31,507 lbs 5. MAXIMUM DEPTH OF PENETRATION = 15'-0" MAXIMUM DEPTH OF PENETRATION = 15'-0" 6. MAXIMUM DESIGN WATER DEPTH = 35'-0" MAXIMUM DESIGN WATER DEPTH = 35'-0" 7. SPUD SHALL BE A514 (T-1) STEEL UNLESS NOTED OTHERWISE. BARGE OPERATING TEMPERATURE RANGE FROM -30 DEGREES F TO 105 DEGREES F. SPUD SHALL BE A514 (T-1) STEEL UNLESS NOTED OTHERWISE. BARGE OPERATING TEMPERATURE RANGE FROM -30 DEGREES F TO 105 DEGREES F. 8. SHIPYARD TO PROVIDE A WELDING PROCEDURE, MATERIALS, AND WORKMANSHIP IN ACCORDANCE WITH CLASS REQUIREMENTS. SHIPYARD TO PROVIDE A WELDING PROCEDURE, MATERIALS, AND WORKMANSHIP IN ACCORDANCE WITH CLASS REQUIREMENTS. 9. ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH IACS NO 47 "GUIDE FOR SHIPBUILDING AND REPAIR QUALITY STANDARD FOR HULL ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH IACS NO 47 "GUIDE FOR SHIPBUILDING AND REPAIR QUALITY STANDARD FOR HULL STRUCTURE DURING CONSTRUCTION". 10. USE OF T-1 STEEL TYPE A IS AN ACCEPTABLE ALTERNATIVE FOR ASTM A514 Gr B STEEL. USE OF T-1 STEEL TYPE A IS AN ACCEPTABLE ALTERNATIVE FOR ASTM A514 Gr B STEEL. 11. CONTRACTOR SHALL TEST SPUD FOR LEAKS WITH AIR AT A PRESSURE OF 2PSIG. CONTRACTOR SHALL TEST SPUD FOR LEAKS WITH AIR AT A PRESSURE OF 2PSIG. 12. IT SHOULD BE NOTED THAT THE ONLY RESTRICTIONS ON BARGE ANGLE-OF-ATTACK FOR ALL LOAD CASES IS ONLY FOR LOAD CASE 2, BOTH SPUDS IT SHOULD BE NOTED THAT THE ONLY RESTRICTIONS ON BARGE ANGLE-OF-ATTACK FOR ALL LOAD CASES IS ONLY FOR LOAD CASE 2, BOTH SPUDS DEPLOYED AFT, (40 DEGREES FROM VESSEL CL) DUE TO THE SPUD DESIGN ITSELF.

AutoCAD SHX Text WELDING NOTES: 1. ALL WELDING TO BE CONTINUOUS. ALL WELDING TO BE CONTINUOUS. 2. WELDING ELECTRODES SHALL BE E11018 FOR CONNECTION OF ALL T-1 (OR ASTM A514 GR B) TO T1 (OR ASTM A514 GR B) STRUCTURE. WELDING ELECTRODES SHALL BE E11018 FOR CONNECTION OF ALL T-1 (OR ASTM A514 GR B) TO T1 (OR ASTM A514 GR B) STRUCTURE. 3. WELDING ELECTRODES SHALL BE E7018 FOR CONNECTION ALL T-1 (OR ASTM A514 GR B) STRUCTURE TO NON T-1(OR ASTM A514 GR B) STRUCTURE. WELDING ELECTRODES SHALL BE E7018 FOR CONNECTION ALL T-1 (OR ASTM A514 GR B) STRUCTURE TO NON T-1(OR ASTM A514 GR B) STRUCTURE. (OR ASTM A514 GR B) STRUCTURE TO NON T-1(OR ASTM A514 GR B) STRUCTURE. 4. ALL WELDS SHALL BE QUALIFIED BY TESTING IAW AWS D1.1, STRUCTURAL WELDING CODE. ALL WELDS SHALL BE QUALIFIED BY TESTING IAW AWS D1.1, STRUCTURAL WELDING CODE. 5. WELD PROCEDURES AND INSPECTION INCLUDING PREHEAT, INTERPASS TEMPERATURES, HEAT INPUT AND COOLING RATES ARE TO BE IAW STEEL WELD PROCEDURES AND INSPECTION INCLUDING PREHEAT, INTERPASS TEMPERATURES, HEAT INPUT AND COOLING RATES ARE TO BE IAW STEEL MANUFACTURER`S REQUIREMENTS, FOR WELDING T-1(OR ASTM A514 GR B) STEEL TO ALL NON T-1(OR ASTM A514 GR B) STRUCTURE, AS QUALIFIED IAW (OR ASTM A514 GR B) STEEL TO ALL NON T-1(OR ASTM A514 GR B) STRUCTURE, AS QUALIFIED IAW STEEL TO ALL NON T-1(OR ASTM A514 GR B) STRUCTURE, AS QUALIFIED IAW (OR ASTM A514 GR B) STRUCTURE, AS QUALIFIED IAW STRUCTURE, AS QUALIFIED IAW AWS D1.1. 6. POST-WELD HEAT TREATMENT (PWHT) IS NOT PERMITTED, TO AVOID CRACKING IN HEAT-AFFECTED ZONE (HAZ) OF THE T-1 (OR ASTM A514 GR B) POST-WELD HEAT TREATMENT (PWHT) IS NOT PERMITTED, TO AVOID CRACKING IN HEAT-AFFECTED ZONE (HAZ) OF THE T-1 (OR ASTM A514 GR B) (OR ASTM A514 GR B) STRUCTURE. 7. 1/4" FILLET WELD SIZE SHALL BE USED U.N.O. 1/4" FILLET WELD SIZE SHALL BE USED U.N.O. 8. SPUD BODY WELDS ARE BASED UPON HAVING THE TOP END OF THE SPUD OPEN DURING THE SPUD CONSTRUCTION.SPUD BODY WELDS ARE BASED UPON HAVING THE TOP END OF THE SPUD OPEN DURING THE SPUD CONSTRUCTION.

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REFERENCES

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DRAWING TITLE

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DWG NO

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GENERAL ARRANGEMENT

AutoCAD SHX Text 866-B215-01

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DECK AND BOTTOM PLATING

AutoCAD SHX Text 866-B307-01

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SPUD WELL STRUCTURAL ARRANGEMENT

AutoCAD SHX Text 866-B522-01

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SPUD HANDLING SYSTEM ARRANGEMENTS

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WELDING SCHEDULE

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SPUD & SPUDWELL SIZING CALCULATIONS

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SHEET:

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MDC PROJECT

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DRAWN BY:

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APPROVED BY:

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DATE:

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SIZE

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DRAWING NUMBER

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REV.

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DEPARTMENT OF THE ARMY

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MARINE DESIGN CENTER

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CORPS OF ENGINEERS

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AutoCAD SHX Text TAI ENGINEERS, LLC 2021 LAKESHORE DRIVE, SUITE 414 NEW ORLEANS, LA 70122 WWW.TAIENGINEERS.COM

AutoCAD SHX Text MDC HULL No: 866

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CONTRACT:

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TAI: 1240 DWG:1240 DWG:

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DATE:

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CHECKED BY:

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DATE:

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REVISIONS

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DESCRIPTION

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REV

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ZONE

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APPROVED

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DATE

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CELRE CRANE BARGE HARVEY REPLACEMENT

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SPUD STRUCTURAL ARRANGEMENT

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NTS

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W912BU-17-D-0001

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AutoCAD SHX Text 04-19-21

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AutoCAD SHX Text PRINCIPAL PARTICULARS LENGTH OF HULL, MOLDED 150'-0" BEAM, MOLDED 50'-0" DEPTH, MOLDED (AT SIDES) 10'-0" (AT SIDES) 10'-0" DESIGN WATER LINE 5'-6" 5'-6" CAMBER 4" 4" COMPLEMENT 6 CREW 6 CREW FRAME SPACING FR. 0 TO 3 = 5'-0" FR. 0 TO 3 = 5'-0" FR. 0 TO 3 = 5'-0" FR. 3 TO 23 = 6'-0" FR. 23 TO 26 = 5'-0" CLASS NOTATION ABS "+A1, STEEL BARGE, GREAT LAKES SERVICE"

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BILL OF MATERIALS PER SPUD

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ITEM

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QTY

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DESCRIPTION

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MATERIAL/SPECIFICATION/REMARKS

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AutoCAD SHX Text FRONT AND BACK PLATES 1" x 2'-6" x 18'-3 3/4"

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ASTM A514 GR. B / T1 TYPE A

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AutoCAD SHX Text FRONT AND BACK PLATES 1" x 2'-6" x 19'-9"

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ASTM A514 GR. B / T1 TYPE A

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AutoCAD SHX Text FRONT AND BACK PLATES 1" x 2'-6" x 19'-9"

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ASTM A514 GR. B / T1 TYPE A

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AutoCAD SHX Text OUTBD AND INBD PLATES 1" x 2'-4" x 18'-3 3/4"18'-3 3/4"

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ASTM A514 GR. B / T1 TYPE A

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AutoCAD SHX Text OUTBD AND INBD PLATES 1" x 2'-4" x 19'-9"

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ASTM A514 GR. B / T1 TYPE A

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AutoCAD SHX Text INBD PLATE 1" x 2'-4" x 9'-0 1/4"

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ASTM A514 GR. B / T1 TYPE A

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AutoCAD SHX Text INBD PLATE 1" x 2'-4" x 4'-10"4'-10"

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ASTM A514 GR. B / T1 TYPE A

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ASTM A514 GR. B / T1 TYPE A

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AutoCAD SHX Text WT BAF PLATE 1 1/2" x 2'-4" x 2'-4"

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ASTM A514 GR. B / T1 TYPE A

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AutoCAD SHX Text WT BAF PLATE 1 1/2" x 2'-4" x 2'-4"

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ASTM A514 GR. B / T1 TYPE A

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AutoCAD SHX Text NT BAF PLATE 1" x 2'-4" x 2'-4"

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ASTM A514 GR. B / T1 TYPE A

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AutoCAD SHX Text POINT WEB PLATE 3/4" x 2'-4" x 33 1/2"

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ASTM A514 GR. B / T1 TYPE A

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AutoCAD SHX Text POINT WEB PLATE 3/4" x 13 5/8" x 33 1/2"

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ASTM A514 GR. B / T1 TYPE A

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AutoCAD SHX Text POINT FACE PLATE 3/4" x 2'-6" x 2'-1 3/16"

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ASTM A514 GR. B / T1 TYPE A

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AutoCAD SHX Text LATCH NOTCH SIDE PL 3/4" x 1'-4 1/2" x 3 1/2"

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ASTM A514 GR. B / T1 TYPE A

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AutoCAD SHX Text POINT TIP 7 1/2" x 7 1/2" x 1'-9"

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ABS GRADE A

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AutoCAD SHX Text CAP BASE PLATE 3/4" x 4'-0" x 4'-0"

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ABS GRADE A

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AutoCAD SHX Text LATCH NOTCH PL 4" x 3 1/2" x 1'-4 1/2"

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ASTM A572 GR. 50 OR EQ.

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AutoCAD SHX Text LATCH DOG PL 4" x 3" x 2'-1 9/16"2'-1 9/16"

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ASTM A572 GR. 50 OR EQ.

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AutoCAD SHX Text LATCH DOG BAR 1/2" x 1" x 12"

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ABS GRADE A

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ABS GRADE A

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AutoCAD SHX Text LATCH HINGE 1" x 8" x 7 3/4"

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ASTM A572 GR. 50 OR EQ.

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AutoCAD SHX Text LATCH BOLT, 2 1/2" x 9" WITH HEX NUT & 2 WASHERS

AutoCAD SHX Text ASTM A-325 OR 2-1/2" x6" GRIP CLEVIS PIN

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AutoCAD SHX Text CAP BRACKET 3/4" x 9" x 47"

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ABS GRADE A

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AutoCAD SHX Text CAP BRACKET 3/4" x 9" x 13 3/4"

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ABS GRADE A

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AutoCAD SHX Text CAP BRACKET 3/4" x 9" x 18"

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ABS GRADE A

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ABS GRADE A

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AutoCAD SHX Text LIFT RING BRACKET 3/4" x 10 1/2" x 11"

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ABS GRADE A

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AutoCAD SHX Text GUIDE SPLIT 2" BAR x 3" LONG

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ABS GRADE A

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AutoCAD SHX Text LIFT PIPE 6" SCH-80 x 1'-0"

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ASTM A-53

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AutoCAD SHX Text LIFT PIPE KEEPER 3/4" x 8"

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ABS GRADE A

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HALF-COUPLING 3/4"-3000 POUND THREAD

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ASTM A-105

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PLUG, THREADED 3/4" FLUSH SOCKET

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ASTM A-105

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AutoCAD SHX Text LIFT PIPE SUPPORT PL 1 1/2" x 11" x 10 1/2"

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ABS GRADE A

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AutoCAD SHX Text LIFT PIPE SUPPORT PL 1 1/2" x 2 1/4" x 10 1/2"

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ABS GRADE A

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AutoCAD SHX Text SHEAVE SIDE PLATE 3/4" x 3'-1" x 3'-2"

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ASTM A514 GR. B OR T1 TYPE A

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SHEAVE PIN CAP RING, 12" STD PIPE 1 1/2" LONG

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ASTM A-53

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AutoCAD SHX Text SHEAVE PIN CAP PLATE, 1/2" PL x 12 3/8" 12 3/8"

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ABS GRADE A

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AutoCAD SHX Text SHEAVE PIN HOUSING 12" STD PIPE x 11 3/8" LONG

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ABS GRADE A

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AutoCAD SHX Text SHEAVE PIN INNER CLOSE PLATE 3/4" x 12" x 9-1/4"

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ABS GRADE A

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AutoCAD SHX Text SHEAVE PIN GASKET 1/4" NEOPRENE x 12"

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COMMERCIAL

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AutoCAD SHX Text SHEAVE PIN OUTER CLOSE PL 1"PL x 12 5/8"

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ASTM A514 GR. B OR T1 TYPE A

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AutoCAD SHX Text SHEAVE PIN HOUSING INSERT 1" PL x 3"

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ABS GRADE A

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AutoCAD SHX Text SHEAVE PIN CLOSE PL SCREW 3/4"-10 x 2" FHMS

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AISI - 316 SSTL

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AutoCAD SHX Text SHEAVE PIN BODY 8" OD x 5" ID x 6-1/2" LONG

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AISI-1045 OR EQ.

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AutoCAD SHX Text SHEAVE PIN FACE 3/4" PL x 9"

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ABS GRADE A

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AutoCAD SHX Text SHEAVE PIN GREASE PLATE 1/2" PL x 5"

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ABS GRADE A

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AutoCAD SHX Text SHEAVE PIN HANDLE 3/4" BAR x ~23.625" 23.625"

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ABS GRADE A

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AutoCAD SHX Text GREASE RECESS TUBE 3" SCH-80 PIPE x 2 1/2" LONG

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ASTM A-53

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AutoCAD SHX Text GREASE RECESS PLATE 3/4" PL x 4"

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ABS GRADE A

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GREASE ZERK 1/4" NPT MALE STRAIGHT

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AISI-303 SSTL

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GREASE TUBING 3/8" SCH-80 PIPE

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ASTM A-53

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GREASE TUBE FITTING, SOCKET WELD 3/8"

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3000# ASTM A-105

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AutoCAD SHX Text SHEAVE 3'-0" OD x 32.25" TD, 8" SHAFT3'-0" OD x 32.25" TD, 8" SHAFT OD x 32.25" TD, 8" SHAFT32.25" TD, 8" SHAFT TD, 8" SHAFT

AutoCAD SHX Text McKISSICK FINISHED BORE SHEAVE (STOCK NO 2026695) OR EQUAL FOR 1-1/4"" WIRE ROPE W/BRONZEBUSHING

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AutoCAD SHX Text KEEPER BOLTS 1/2"-13 x 6" LONG

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AISI 316 SSTL

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METAL PRESERVATIVE/RUST PREVENTATIVE

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AFTER TESTING, FILL AND DRAIN SPUD

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GREASE HOSE WITH SWIVEL END

AutoCAD SHX Text McMASTER-CARR #4468K302

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AutoCAD SHX Text LOWER LATCH NOTCH SIDE PL 3/4" x 6" x 3 1/2"

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ASTM A572 GR. 50 OR EQ.

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AutoCAD SHX Text LOWER LATCH NOTCH PLATE 4" x 3 1/2" x 6"

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ASTM A572 GR. 50 OR EQ.

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VAR

AutoCAD SHX Text 09-29-21

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1. DRAWING UPDATED PER MDC COMMENTS. LETTER DATED 25TH AUG, 2021.

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VAR

AutoCAD SHX Text 02-02-22

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1. DRAWING UPDATED PER MDC COMMENTS. LETTER DATED 02 NOV, 2021.

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PRODUCTION

2/4/22

FOR REVIEW

ONLY

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LATCH FS

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SPUD ELEVATION LOOKING FROM OUTBOARD SCALE: 1/2"=1'-0"

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1/2" CHAMFER

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ITEM 1A FRONT AND BACK SCALE: 1/2"=1'-0"

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ITEM 1 FRONT AND BACK SCALE: 1/2"=1'-0"

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ITEM 1B FRONT AND BACK SCALE: 1/2"=1'-0"

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TOP OF SPUD

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MAX WL W/MAX SPUD PENETRATION

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BTM. OF SPUD

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1' PAINTED DEPTH MARKS

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SCALE:

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MDC PROJECT

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SIZE

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REV.

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CONTRACT:

AutoCAD SHX Text 866-

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TAI: 1240 DWG:

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W912BU-17-D-0001

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NOTED

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KEY PLAN SCALE: 1/8" = 1'-0"

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SEE DETAIL 3-17A

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TYP

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TYP CJP BACKGOUGE

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AutoCAD SHX Text 60°

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AutoCAD SHX Text 1/2"

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TYP

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PRODUCTION

2/4/22

FOR REVIEW

ONLY

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HOLE FOR PIECES 11 & 14

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HOLE FOR PIECES 57 & 58

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BEVEL 45 DEG W/1/8" NOSE TYP.

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1-1/8"X45° CHAMFER TYP. ITEMS 3, 4, & 5

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1-1/8"X45°CHAMFER TYP.

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ITEM 3 OUTBD PLATE SCALE: 1/2"=1'-0"

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ITEM 3 OUTBD PLATE SCALE: 1/2"=1'-0"

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ITEM 3 INBD PLATE SCALE: 1/2"=1'-0"

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ITEM 3A INBD PLATE SCALE: 1/2"=1'-0"

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ITEM 2 INBD PLATE SCALE: 1/2"=1'-0"

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ITEM 2 OUTBD PLATE SCALE: 1/2"=1'-0"

AutoCAD SHX Text 1'-0 3/4"

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PLAN 3-21B SCALE: 1/2"=1'-0"

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SECTION 3-20B SCALE: 1/2"=1'-0"

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SECTION 3-19B SCALE: 1/2"=1'-0"

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SECTION 3-22B SCALE: 1/2"=1'-0"

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1/2"X45° CHAMFER TYP.

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ITEM-13 DETAIL 3-21A SCALE: 1/2"=1'-0"

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ITEM-6 DETAIL 3-19A SCALE: 3/4"=1'-0"

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ITEM 14 DETAIL 3-17B SCALE: 2"=1'-0"

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ITEM-15 DETAIL 3-23A SCALE: 1 1/2"=1'-0"

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ITEM-18 DETAIL 3-22A SCALE: 1 1/2"=1'-0"

AutoCAD SHX Text 1"x45° SNIPE

AutoCAD SHX Text 2"x45° SNIPE(TYP.)

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ITEM-7 DETAIL 3-20A SCALE: 3/4"=1'-0"

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SPUD PLAN VIEW SCALE: 1/2"=1'-0"

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SCALE:

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REV.

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CONTRACT:

AutoCAD SHX Text 866-

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TAI: 1240 DWG:

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AutoCAD SHX Text S-31A

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W912BU-17-D-0001

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NOTED

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AutoCAD SHX Text B550-01

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AutoCAD SHX Text 1"

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TYP CJP BACKGOUGE

AutoCAD SHX Text 1/8"

AutoCAD SHX Text 60°

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ITEM 4 INBD PLATE SCALE: 1/2"=1'-0"

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ITEM 5 INBD PLATE SCALE: 1/2"=1'-0"

AutoCAD SHX Text 22B

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AutoCAD SHX Text 3/4" (5/8")

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TYP

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TYP

AutoCAD SHX Text 0 45°

AutoCAD SHX Text 1/2"

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TYP

AutoCAD SHX Text 7/8" (3/4")

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TYP PJP

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TYP

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TYP

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TYP CJP BACKGOUGE

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TYP CJP BACKGOUGE

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DETAIL 3-17A SCALE: 3"=1'-0"

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TYP PJP

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AutoCAD SHX Text 5/8" (1/2")

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ITEM-6A DETAIL 3-18A SCALE: 3/4"=1'-0"

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AutoCAD SHX Text 1"

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TYP CJP BACKGOUGE

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AutoCAD SHX Text 1/2"

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TYP

1/2"

PRODUCTION

2/4/22

FOR REVIEW

ONLY

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%%UPIECE 44

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ITEM-24 DETAIL 4-28D SCALE: 1/2"=1'-0"

AutoCAD SHX Text LIFT RING ASSEMBLY WELD ALL PIECES ALL AROUND 1/2" FILLET (BOTH SIDES WHERE POSSIBLE) SCALE: 1/2"=1'-0"

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1"X45° SNIPE(2)

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1"X45° SNIPE(2)

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2"X45° SNIPE(2)

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ITEM-23 DETAIL 4-30D SCALE: 1/2"=1'-0"

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ITEM-20 DETAIL 4-30C SCALE: 1/2"=1'-0"

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ITEM-22 DETAIL 4-28C SCALE: 1/2"=1'-0"

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ITEM-8 DETAIL 4-31B SCALE: 1/2"=1'-0"

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ITEM-21 DETAIL 4-29C SCALE: 1/2"=1'-0"

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ITEM-9 DETAIL 4-30B SCALE: 1/2"=1'-0"

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ITEM-10 DETAIL 4-29B SCALE: 1/2"=1'-0"

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ITEM-29, 30 DETAIL 4-32C SCALE: 1/2"=1'-0"

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ITEM-27 DETAIL 4-25D SCALE: 1/2"=1'-0"

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ITEM-25 DETAIL 4-27D SCALE: 1/2"=1'-0"

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ITEM-26 DETAIL 4-26D SCALE: 1/2"=1'-0"

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ITEM-28 (16 NOS REQUIRED) DETAIL 4-27C SCALE: 1 1/2"=1'-0"1 1/2"=1'-0"

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ITEM-37 DETAIL 4-32A SCALE: 1/2"=1'-0"

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ITEM-38 DETAIL 4-26A SCALE: 1 1/2"=1'-0"

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1/2"X2" FB

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ITEM-39 DETAIL 4-31A SCALE: 1 1/2"=1'-0"

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ITEM-40 DETAIL 4-30A SCALE: 1 1/2"=1'-0"

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ITEM-41 DETAIL 4-29A SCALE: 1/2"=1'-0"

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ITEM-42 DETAIL 4-28A SCALE: 1 1/2"=1'-0"

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ITEM-44 DETAIL 4-28B SCALE: 1 1/2"=1'-0"

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ITEM-45 DETAIL 4-26B SCALE: 1 1/2"=1'-0"

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ITEM-47 DETAIL 4-25B SCALE: 1 1/2"=1'-0"

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CLEARANCE DRILL AND COUNTERSINK FOR 3/4" FHMS 4 PLACES 10-1/2" BC

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3/8"X45° CHAMFERALL AROUND

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CLEARANCE HOLE FOR 3/4" MS 4 PLACES 10-1/2" BC

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1/4" NEOPRENE

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DRILL & TAP 3/4"-10-UNC-2B 4 PLACES 10-1/2" BC FOR ITEM-43

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ITEM-12 DETAIL 4-26C SCALE: 1/2"=1'-0"

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SCALE:

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SIZE

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REV.

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CONTRACT:

AutoCAD SHX Text 866-

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TAI: 1240 DWG:

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AutoCAD SHX Text S-31A

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W912BU-17-D-0001

AutoCAD SHX Text 03-29-21

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NOTED

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AutoCAD SHX Text B550-01

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NOTE: RING TO CLEAR SHEAVE SIDE PLATES

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AutoCAD SHX Text 33A

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ITEM-33 AND 33A DETAIL 4-31C SCALE: 1/2"=1'-0"

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7 1/2"X7 1/2" SQUARE BAR

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DRILL THROUGH & TAP 1/4" NPT FOR ITEM-56

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PRODUCTION

2/4/22

FOR REVIEW

ONLY

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ITEM-34 DETAIL 5-38C SCALE: 1"=1'-0"

AutoCAD SHX Text 2"x2" SNIPE TYP.

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ITEM-35 DETAIL 5-36D SCALE: 1 1/2"=1'-0"

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ITEM-36 DETAIL 5-36C SCALE: 1 1/2"=1'-0"

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DETAIL 5-38B SCALE: 6"=1'-0"

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DETAIL 5-39C SHEAVE PIN ASSEMBLY SCALE: 1"=1'-0"

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ITEM-48, 49, 50 SECTION 5-38A SCALE: 3"=1'-0"

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ITEM-58 DETAIL 5-36A SCALE: 3"=1'-0"

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ITEM-46 DETAIL 5-36B SCALE: 1 1/2"=1'-0"

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3/4" PLATE

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SCALE:

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SIZE

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REV.

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CONTRACT:

AutoCAD SHX Text 866-

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TAI: 1240 DWG:

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AutoCAD SHX Text S-31A

AutoCAD SHX Text

W912BU-17-D-0001

AutoCAD SHX Text 03-29-21

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NOTED

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AutoCAD SHX Text B550-01

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AutoCAD SHX Text 3/8"

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TYP

AutoCAD SHX Text 3/8"

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TYP

AutoCAD SHX Text 3/8"

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TYP

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TAP INSERT 1/4" NPT

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3" SCH 80 PIPE

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TYP

AutoCAD SHX Text 3/16"

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SECTION 5-34B SCALE: 3" = 1'-0"

AutoCAD SHX Text 3/8"

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TYP

AutoCAD SHX Text 3/8"

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TYP

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AutoCAD SHX Text 7/8" (3/4")

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PJP TYP

AutoCAD SHX Text 0 45°

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AutoCAD SHX Text 1/4"

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TYP

AutoCAD SHX Text 5/16"

AutoCAD SHX Text 3/16"

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DETAIL 5-39D SHEAVE HOUSING ASSEMBLY SCALE: 1"=1'-0"

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Sheets and Views

866-B550-01_Rev 2_SPUD STRUCTURAL ARRANGEMENT_02-04-22_RR_SP_SS-TAI-SHT1

866-B550-01_Rev 2_SPUD STRUCTURAL ARRANGEMENT_02-04-22_RR_SP_SS-TAI-SHT2

866-B550-01_Rev 2_SPUD STRUCTURAL ARRANGEMENT_02-04-22_RR_SP_SS-TAI-SHT3

866-B550-01_Rev 2_SPUD STRUCTURAL ARRANGEMENT_02-04-22_RR_SP_SS-TAI-SHT4

866-B550-01_Rev 2_SPUD STRUCTURAL ARRANGEMENT_02-04-22_RR_SP_SS-TAI-SHT5

File details come from the government source that posted it. Updated Jul 29, 2022.