Attachment 2 Work Specification PATOKA (WLR 75E).pdf

USCGC PATOKA (WLR 75408)

USCG 130 BARGE (13072)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2027

Developed By: William A Baker2

(REV-0, 11 September 2026)

USCGC PATOKA (WLR-75E) DRYDOCK AVAILABILITY FY2027

ii (REV-0)

TABLE OF CONTENTS

Revisions Record .......................................................................................................................................... iv Consolidated List of References .................................................................................................................... v

Consolidated List of Government-furnished Property .................................................................................. xi

Consolidated List of Critical Inspection Items ............................................................................................. xii

Principal Characteristics - Tender ............................................................................................................... xiv

Principal Characteristics - Barge ................................................................................................................. xv

General Requirements

WORK ITEM 1: Fire Prevention Requirements DRYDOCK

WORK ITEM 2: Hull Plating, U/W Body, Inspect - Tender

WORK ITEM 3: Hull Plating, U/W Body, Ultrasonic Testing - Tender

WORK ITEM 4: Hull Plating, Freeboard, Ultrasonic Testing - Tender

WORK ITEM 5: U/W Body, Preserve, 100 percent - Tender

WORK ITEM 6: Hull Plating Freeboard, Preserve, 100 Percent - Tender

WORK ITEM 7: Appendages, U/W, Leak Test - Tender

WORK ITEM 8: Propulsion Shaft Rope Guards, Inspect

WORK ITEM 9: Appendages, U/W, Internal, Preserve - Tender

WORK ITEM 10: Voids, Non-Accessible, Leak Test - Tender

WORK ITEM 11: Voids, Non-Accessible, Internal Surfaces, Preserve

WORK ITEM 12: Tanks, MP Fuel Service, Clean and Inspect - Tender

WORK ITEM 13: Tanks, Potable Water, Clean and Inspect - Tender

WORK ITEM 14: Tanks, Ballast, Clean and Inspect - Tender

WORK ITEM 15: Voids, Accessible, Clean and Inspect

WORK ITEM 16: Propulsion Shafting, Straighten

WORK ITEM 17: Propulsion Shaft Seals, Mechanical Overhaul and Inflatable Renew

WORK ITEM 18: Propulsion Shafting, Remove, Inspect, and Reinstall

WORK ITEM 19: Propulsion Shaft Bearings (External), Renew

WORK ITEM 20: Stern Tube Interior Surfaces, Preserve, 100 Percent

WORK ITEM 21: Propeller, Perform Minor Repairs and Reconditioning

WORK ITEM 22: Propellers, Remove, Inspect, and Reinstall

WORK ITEM 23: Keel Coolers, Clean, Inspect and Hydro

WORK ITEM 24: Fathometer Transducer, General Maintenance

WORK ITEM25: Sea Valves and Waster Pieces, Overhaul Or Renew

WORK ITEM26: Sea Strainers, Duplex, All Sizes, Overhaul

WORK ITEM 27: Rudder Assembly, Remove, Inspect And Reinstall

WORK ITEM 28: Rudders, Preserve, 100 Percent

WORK ITEM 29: Rudder Stock Housing, Lower, Renew

WORK ITEM 30: Rudder Stock Housing, Upper, Renew

WORK ITEM 31: Rudder Stock, Rebuild

WORK ITEM 32: Spuds, Overhaul - Tender

WORK ITEM 33: Spud Wells, Preserve - Tender

WORK ITEM 34: Spud Wells, Inspect - Tender

WORK ITEM 35: Sewage Holding Tanks, Clean and Inspect - Tender

WORK ITEM 36: Tanks (Sewage Holding), Preserve, 100 percent - Tender

WORK ITEM 37: Accessible Voids, Preserve, 100 Percent - Tender

WORK ITEM 38: Tanks, Ballast, Preserve, 100 Percent - Tender

WORK ITEM 39: Tanks, Fuel, Preserve, 100 Percent - Tender

WORK ITEM 40: Tanks, Potable Water Preserve, 100 Percent - Tender

WORK ITEM 41: Decks - Exterior, Preserve, Non-Skid Broadcast Grit System - Tender iii (REV-0)

WORK ITEM 42: Cathodic Protection, Magnesium Anodes, Renew, - Tender

WORK ITEM 43: Drydock - Tender

WORK ITEM 44: Temporary Services, Provide – Tender and Barge

WORK ITEM 45: Sea Trial Performance, Support, Provide Tender and Barge

WORK ITEM 46: Appendages, U/W, Leak Test - Barge

WORK ITEM 47: Appendages, U/W, Internal, Preserve - Barge

WORK ITEM 48: Voids, Non-Accessible, Leak Test - Barge

WORK ITEM 49: Voids, Non-Accessible, Internal Surfaces, Preserve - Barge

WORK ITEM 50: Tanks, MP Fuel Service, Clean and Inspect - Barge

WORK ITEM 51: Tanks, Potable Water, Clean and Inspect - Barge

WORK ITEM 52: Tanks, Ballast, Clean and Inspect - Barge

WORK ITEM 53: Voids, Accessible, Clean and Inspect - Barge

WORK ITEM 54: Keel Coolers, Clean, Inspect and Hydro - Barge

WORK ITEM 55: Fathometer Transducer, General Maintenance - Barge

WORK ITEM 56: Accessible Voids, Preserve, 100 Percent - Barge

WORK ITEM 57: Tanks, Ballast, Preserve, 100 Percent - Barge

WORK ITEM 58: Tanks, Fuel, Preserve, 100 Percent - Barge

WORK ITEM 59: Tanks, Potable Water, Preserve, 100% - Barge

WORK ITEM 60: U/W Body, Preserve, 100 percent - Barge

WORK ITEM 61: Hull Plating Freeboard, Preserve, 100 Percent - Barge

WORK ITEM 62: Cathodic Protection, Magnesium Anodes, Renew - Barge

WORK ITEM 63: Sea Valves and Waster Pieces, Overhaul Or Renew - Barge

WORK ITEM 64: Sea Strainers, Duplex, All Sizes, Overhaul - Barge

WORK ITEM 65: Hull Fittings, Weight Handling Rigging Hardware, Inspect and Test - Barge

WORK ITEM 66: Spuds, Overhaul - Barge

WORK ITEM 67: Spud Wells, Preserve - Barge

WORK ITEM 68: Spud Wells, Inspect - Barge

WORK ITEM 69: Buoy And Cargo Crane, Inspect And Service - Barge

WORK ITEM 70: Decks – Exterior (Buoy or Construction Deck), Preserve 100%

WORK ITEM 71: Drydock - Barge

WORK ITEM 72: Boat Davit Winch, Shrink Wrap

WORK ITEM 73: Buoy and Cargo Handling Crane, Shrink Wrap

WORK ITEM 74: Deck Covering, Wet/ Dry, Seal

WORK ITEM 75: Piping Insulation, Renew

WORK ITEM 76: Watertight Hatches, External DC Deck and Below, Renew iv (REV-0)

REVISIONS RECORD

This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.

DATE

REV# WORK

ITEM#

CHANGES MADE

NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.

v (REV-0)

CONSOLIDATED LIST OF REFERENCES

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at the time of specification writing and during contract execution.

All Coast guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.

COAST GUARD DRAWINGS

75 WAGL 2200-010, -Rev D, Main Rudder Stock And Fittings For Jastram S2-16-2-35 Steering System

75 WAGL 2200-011, Rev D, Flanking Rudder Stock And Fittings For Jastram S2-16-2-35 Steering

System

Coast Guard Drawing 130 CGB 085-007, Rev -, Tank Capacity Tables

Coast Guard Drawing 130 CGB 111-002, Rev 9, Hull Details, Side Shell Plating and Framing

Coast Guard Drawing 130 CGB 530-002, Rev 3, Cooling Water Piping Schematic

Coast Guard Drawing 130 CGB 633-001, Rev -, Cathodic Protection

Coast Guard Drawing 130 CGB 71-77 085-001, Rev B, General Arrangements and Profile

Coast Guard Drawing 130 CGB 71-77 085-001, Rev B, Sheet 5 of 6, General Arrangements and Profile

Coast Guard Drawing 130 CGB71-77 085-004, Rev 1, Docking Plan

Coast Guard Drawing 130 CGB71-77 085-005, Rev -, Body Plan

Coast Guard Drawing 130 CGB71-77 085-006, Rev -, Curves of Form

Coast Guard Drawing 130 CGB71-77 123-001, Rev -, Spud Well Bhds & Spud Details

Coast Guard Drawing 130 CGB71-77-085-004, Rev 1, Docking Plan

Coast Guard Drawing 130-CGB 085-1, Rev 1, General Arrangement Main Deck Plan

Coast Guard Drawing 130-CGB 085-2, Rev 2, Compartment d& Access Plan & Hold, Mn DK & DK

House

Coast Guard Drawing 130-CGB 085-7, Rev -, Tank Capacity for CG Barge 130”

Coast Guard Drawing 130-CGB 530-1, Rev 2, Potable Water Tanks FAB & Install

Coast Guard Drawing 130-CGB 530-3, Rev 4, Potable & Fresh Water Piping Schematic

Coast Guard Drawing 130-CGB 540-2, Rev-, Fuel Oil Piping Schematic.

Coast Guard Drawing 130-CGB67 123-2, Rev 2, Transducer Well Details

Coast Guard Drawing 75 WAGL 0700-004, Rev A, Docking Plan

Coast Guard Drawing 75 WAGL 2901-004, Rev -, Curves of Form

Coast Guard Drawing 75 WAGL 633-001, Rev -, Cathodic Protection

Coast Guard Drawing 75E WAGL 2200-022, Rev C, STEERING SYSTEM ARRANGEMENT FOR

JASTRAM S2-16-2-35

Coast Guard Drawing 75E WAGL 2200-024, Rev B, RUDDER POST INSTALLATION FOR

JASTRUM S2-16-2-35 STEERING SYSTEM

Coast Guard Drawing 75E WAGL 4301-008, Rev G, Shafting Installation to Suit IF 1312 MDE vi (REV-0)

Coast Guard Drawing 75E WLR 0103-3, Rev -, Booklet Of Gen Plans

Coast Guard Drawing 75E WLR 0103-3, Rev-, Booklet Of General Plans

Coast Guard Drawing 75E WLR 0500-001, Rev 1, Lines and Offsets

Coast Guard Drawing 75E WLR 0700-003, Rev A, 75FT “E” Class Towboat Docking Block

Arrangement

Coast Guard Drawing 75E WLR 103-002, Rev 2, Inboard Profile and Hold Arrgt Plan

Coast Guard Drawing 75E WLR 103-3, Rev-, Booklet of General Plans

Coast Guard Drawing 75E WLR 1101-001, Rev 1, Dk Plate Plan & Shell Expansion

Coast Guard Drawing 75E WLR 1101-005, Rev B, New Grid Cooler Pocket P/S to Suit IF1312 MDE

Coast Guard Drawing 75E WLR 1103-001, Rev 5, Hull Framing Plan

Coast Guard Drawing 75E WLR 1103-004, Rev 3, Transverse Frames #15 thru 22

Coast Guard Drawing 75E WLR 1103-005, Rev 3, Transverse Frames #23 thru 28

Coast Guard Drawing 75E WLR 1105-002, Rev 3, Miscellaneous Hull Longitudinal Girders and

Bulkheads and Transducer Installation Details

Coast Guard Drawing 75E WLR 2200-002, Rev 4, Backing Rudder Details

Coast Guard Drawing 75E WLR 2200-003, Rev 4, Steering Rudder Details

Coast Guard Drawing 75E WLR 2200-24, Rev B, Rudder Post Installation for Jastram S2-16-2-35

Steering System

Coast Guard Drawing 75E WLR 2200-24, Rev B, RUDDER POST INSTALLATION FOR JASTRUM

S2-16-2-35 STEERING SYSTEM

Coast Guard Drawing 75E WLR 2602-1, Rev 2, Towing Knee and Spud Well

Coast Guard Drawing 75E WLR 2602-2, Rev 1, Spud Hoist and Spud

Coast Guard Drawing 75E WLR 4103-008, Rev A, Jacket Water Piping Mods to Suit IF1312 MDE

(PATOKA)

Coast Guard Drawing 75E WLR 5501-1, Rev 2, Fuel Oil Piping Arrgt

Coast Guard Drawing 75E WLR 700-003, Rev A, 75FT “E” Class Towboat Docking Block

Arrangements

Coast Guard Drawing 75E-WLR 4301-8, Rev -, Shafting Installation to Suit If 1312 MDE

Coast Guard Drawing 75E-WLR 4301-8, Rev E, Shafting Installation to Suit If 1312 MDE

Coast Guard Drawing 75E-WLR 4301-8, Rev G, Shafting Installation to Suit If 1312 MDE

Coast Guard Drawing 75E-WLR 2200-22, Rev C-, Steering System Arrangement for Jastram S2-16-2-35

Coast Guard Drawing 75E-WLR 2200-23, Rev D, Flanking Steering System Arrangement for Jastram

S2-16-2-35

Coast Guard Drawing 75E-WLR 2200-24, Rev B, Rudder Post Installation for Jastram S2-16-2-35

Steering System

Coast Guard Drawing 75-WAGL 4301-5, Rev E, Shafting Machining Details to Suit If 1312 MDE

Coast Guard Drawing 75-WAGL 4301-5, Rev N, Shafting Machining Details to Suit If 1312 MDE

Coast Guard Drawing 75-WAGL 4400-3, Rev L, Propeller to Suit IF1312 MDE

Coast Guard Drawing FL 1204-3, Rev A, Welded Padeyes & Links

Coast Guard Drawing FL 6713-203, Rev -, CRP-V850 Transducer (SS505) Adapter Assembly

Coast Guard Drawing75E WLR 0103-1, Rev 1, Outboard Profile and General Arrangements

Coast Guard Fleet Drawing FL 2602-10, Rev R, Spud Arrangements and Details

Coast Guard Fleet Drawing FL 2804-12, Rev -, U.S.C.G. Emblem vii (REV-0)

Coast Guard Fleet Drawing FL 2804-22, Rev-, Consolidated Visual ID for Cutters

NAVSEA Drawing 167-7379842, Rev A, Procedure & Welding Sequence for Non-Ballistic, Watertight

& Airtight Quick Acting or Individually Dogged Personnel Doors

COAST GUARD PUBLICATIONS

«REF_A»

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors

Manual

Coast Guard Technical Publication (TP) 3363, SWBS 589. Section A, May 1998, Diesel-Hydraulic Crane

– Model KB20-10-50

Coast Guard Technical Publication (TP) 3494, 09-DEC-03, Shaft Seal - Type Fse

Coast Guard Technical Publication (TP) 5491, SWBS 256, Apr 2013, Keel Grid Cooler (Duramax)

Fire Prevention and Response

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Latest Version, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022, Auxiliary

Machine Systems

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire

Prevention and Response

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2022, Drydocking

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2022, Temporary

Services

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2022, Temporary

Hull Accesses

OTHER REFERENCES

American Bureau of Shipping (ABS) 2, Rule Requirements for Survey After Construction, 2007, Part 7, Appendix Section 10, Guide for Bronze and Stainless Steel Propeller Castings

American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2011, Disinfection of Water-Storage Facilities

American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water System

Components - Health Effects

American National Standards Institute/NSF International (ANSI/NSF) 61, 2015, Drinking Water System

Components - Health Effects

American Society of Mechanical Engineers (ASME) B16.34, 2017, Valves-Flanged, Threaded, and

Welding End

APM: If work is being done in DD, no cofferdam is needed; delete cofferdam protective measures paragraph 3.1.3 and above NAVSEA ref. Above NAVSEA ref is accessible on-line

ASTM International (ASTM) B 843, 2007, Standard Specification for Magnesium Alloy Anodes for

Cathodic Protection viii (REV-0)

ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets

ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets

ASTM International (ASTM) D1330, 2015, Standard Specification for Rubber Sheet Gaskets

ASTM International (ASTM) D1330, 2022, Standard Specification for Rubber Sheet Gaskets

ASTM International (ASTM) D1709, 2008, Standard Test Methods for Impact Resistance of Plastic Film by the Free-Falling Dart Method

ASTM International (ASTM) D1922, 2008, Standard Test Method for Propagation Tear Resistance of

Plastic Film and Thin Sheeting by the Pendulum Method

ASTM International (ASTM) D3951, Reapproved 2004, Standard Practice for Commercial Packaging

ASTM International (ASTM) D4138, 2013, Standard Practices for Measurement of Dry Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means

ASTM International (ASTM) D5363, 2008; Standard Specification for Anaerobic Single-Component

Adhesives (An)

ASTM International (ASTM) D5363, 2016, Standard Specification for Anaerobic Single-Component

Adhesives (AN)

ASTM International (ASTM) D882, 2009, Standard Test Method for Tensile Properties of Thin Plastic

Sheeting

ASTM International (ASTM) F683, 2014, Standard Practice for Selection and Application of Thermal

Insulation for Piping and Machinery

ASTM International (ASTM) F992, 2017, Standard Specification for Valve Label Plates

Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for

Shipyard Employment

Commercial Item Description (CID) A-A-52624, Nov 2008, Antifreeze, Multi Engine Type, Ethylene

Glycol (For Caterpillar equipment applications, use CAT Extended Life Pre-Mix coolant.)

Commercial Item Description (CID) A-A-59313, Nov 2003, Thread Compound; Anti-seize, Zinc Dust-

Petrolatum

Commercial Item Description (CID) A-A-59316, 2016, Abrasive Materials; for Blasting

Fernstrum Gridcooler Installation and Maintenance Manual, 2013, Form 175

International Standard For Organization (ISO) 484/2, 1981, Shipbuilding - Ship Screw Propeller -

Manufacturing Tolerances - Part 2: Propellers of Diameter Between 0.80 and 2.50 m, Inclusive

International Standard For Organization (ISO) 484/2, 1981, Shipbuilding - Ship Screw Propeller -

Manufacturing tolerances - Part 2: Propellers of Diameter Between 0.80 and 2.50m, Inclusive

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2013 Edition, Pressure Testing Of Steel Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2017 Edition, Butterfly Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 2018 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service

Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2013 Edition, Bronze Gate, Globe, Angle and Check Valves

MIL PRF-16173, Sep 2006, Corrosion Preventive Compound, Solvent Cutback, Cold-Application

MIL-A-22262, Mar 1996; Abrasive Blasting Media Ship Hull Blast Cleaning

MIL-D-16791, Jan 1993, Detergents, General Purpose (Liquid, Nonionic)

MIL-DTL-1222, Dec 2000, Studs, Bolts, Screws and Nuts for Applications Where a High Degree of

Reliability Is Required ix (REV-0)

Military Specification MIL-A-22262B, March 1996, Abrasive Blasting Media Ship Hull Blast Cleaning

MIL-PRF-16173, 2006, Corrosive Preventive Compound, Solvent Cutback, Cold Application

MIL-PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut-Back, Cold-Application

MIL-PRF-16173, Sep 2006, Corrosion Preventive Compound, Solvent Cutback, Cold-Application

MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric

MIL-S-45180, 1998, Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant

MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant

MIL-STD-167-1, Nov 2005, Mechanical Vibrations of Shipboard Equipment (Type I - Environmental and Type II - Internally Excited)

MIL-STD-2191, Nov 1992, Nov 1992, Repair Welding, Weld Cladding, Straightening, and Cold Rolling of Main Propulsion Shafting

Naval Sea Systems Command (NAVSEA) Underwater Ship Husbandry Manuals (UWSH) S0600-AA-

PRO-160, Nov 2011, Chapter 16, Cofferdams

Naval Sea Systems Command (NAVSEA) Underwater Ship Husbandry Manuals (UWSH) S0600-AA-

PRO-160, Nov 2011, Chapter 16, Cofferdams

NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2013, Cork and

Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2019, Cork and

Rubber Composition Sheet; for Aromatic Fuel and Oil Resistant Gaskets

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G-6032, 2020 Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric

SPIWG: Recommend MIL Pref be replaced with 6310 reference.

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP 1), 2004, Solvent Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2016, Solvent Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Standard No. 11 (SSPC-SP 11), 2013, Power-Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC), January 2015, Paint Application Specification No. 2 (PA-2), Procedure for Determining Conformance to Dry Coating Thickness Requirements

The Society for Protective Coatings (SSPC)/NACE International (NACE) 2007, Joint Surface Preparation

Standard SSPC-SP 10/NACE No. 2, Near-White Metal Blast Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 12/NACE No.5, 2007, Surface Preparation and Cleaning of Steel & Other Hard

Materials by High and Ultrahigh Pressure Water Jetting

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP WJ-2/NACE WJ-2, 2012, Waterjet Cleaning of Metals – Very Thorough

Cleaning

The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation

Standard SSPC-SP 10/NACE No. 2, 2004, Near-White Blast Cleaning x (REV-0)

The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation

Standard SSPC-SP 10/NACE No. 2, 2007, Near-White Blast Cleaning

The Society for Protective Coatings SSPC-SP 10/NACE No.2, Jan 2007, Near-White Blast Cleaning

The Society for Protective Coatings SSPC-SP 11, Jul 2012, Power Tool Cleaning to Bare Metal xi (REV-0)

CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY

The following is a list of property, which the Government will furnish. This list supersedes any other material obligations indicated or implied by referenced drawings.

WORK

ITEM

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

17 N Wartsila FSE H74537- 02 Major Overhaul Kit

(WLP001365-001)

NSN: 01-560-3274 2 ea. 7,680.00

22 Y **Propeller, LH NSN: 2010-01-534-9089 1 ea. 13,000.00

22 Y **Propeller, RH NSN: 2010-01-534-9095 1 ea. 13,000.00

24 N ***Fathometer

Transducer, Shallow

Water, 50-200 kHz

(Airmar Technology

SS505)

NSN: 5845-01-668-2181 1 ea. 343.63

27 Y **2 1/2 inch Duplex

Strainer Hayward, Model # B148 1 ea. 1,338.90

27 Y **Rudder - Steering NSN: 2040-01-530-9095 2 ea. 42,634.59

27 Y **Rudder - Flanking NSN: 2040-01-531-4393 2 ea. 51707.25

27 N **Upper Rudder bearing (SKF PN

23222CC/W33)

NSN: 3110-01-F11-2241 4 ea. 709.75

27 N Rudder EL Seal, Major

Overhaul Kit (WLP- 001427001)

NSN: 5330-01-646-5935 4 ea. 3,795.62

55 N ***Fathometer

Transducer, Shallow

Water, 50-200 kHz

(Airmar Technology

SS505)

NSN: 5845-01-668-2181 2 ea. 343.63

76 N Raised Watertight

Individually Dogged

(WTID) Hatch, Steel

Constructed, 72” x 72”, 15 PSI, 16 Dog, 6"

Coaming, with Quick-

Acting Watertight

(QAWT) Hatch, Steel

Constructed, 36” x 42”, 15 PSI, 10 Dog, 6"

Coaming

NSN: PN: 1 ea. 25000.00

*Government-loaned property, which shall be returned to the vessel upon completion of the availability.

**New or refurbished equipment that the Government may provide for installation in place of existing equipment.

***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter xii (REV-0)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000, paragraph 3.2.6.5

(Inspection report particulars)):

Work

Item Title

3 Hull Plating, U/W Body, Ultrasonic Testing - Tender

5 U/W Body, Preserve, 100 percent - Tender

7 Appendages, U/W, Leak Test - Tender

10 Voids, Non-Accessible, Leak Test - Tender

12 Tanks, MP Fuel Service, Clean and Inspect - Tender

14 Tanks, Ballast, Clean and Inspect - Tender

17 Propulsion Shaft Seals, Mechanical Overhaul and Inflatable Renew

19 Propulsion Shafting, Remove, Inspect, and Reinstall

27 Sea Strainers, Duplex, All Sizes, Overhaul

28 Rudder Assembly, Remove, Inspect And Reinstall

38 Accessible Voids, Preserve, 100 Percent - Tender

44 Drydock - Tender

47 Appendages, U/W, Leak Test - Barge

49 Voids, Non-Accessible, Leak Test - Barge

51 Tanks, MP Fuel Service, Clean and Inspect - Barge

53 Tanks, Ballast, Clean and Inspect - Barge

57 Accessible Voids, Preserve, 100 Percent - Barge

61 U/W Body, Preserve, 100 percent - Barge

67 Sea Strainers, Duplex, All Sizes, Overhaul - Barge

72 Buoy And Cargo Crane, Inspect And Service - Barge

74 Drydock - Barge xiii (REV-0) xiv (REV-0)

PRINCIPAL CHARACTERISTICS - TENDER

75’ WLR (E-CLASS: CGC PATOKA), INLAND RIVER BUOY TENDER

PHYSICAL

Length overall 75' 5-1/2"

Depth 7' 8-1/2"

Maximum beam 22' 5"

Height of highest projection N/A

Full load draft 4' 0” LCF Draft

Full load displacement 118.15 Long Tons Fresh Water

Shore tie voltage requirements N/A

Frame spacing 1' 6"

MACHINERY

Number of propellers 2

Number of blades 4

Diameter of propeller 48"

Pitch 43" fixed

RPM 410

xv (REV-0)

PRINCIPAL CHARACTERISTICS - BARGE

130' CGB, BARGE

PHYSICAL

Length overall 130' 0"

Depth 7' 6"

Maximum beam 30' 0"

Frame spacing 15" - 30"

Full load draft 4’ 3" (LCF Draft)

Full load displacement 240.76 Long Tons SW

1 (REV-0)

00000_0226_FLT

REC_00000_FLT_Commercial Project @ Contractor’ Facility (0121)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed at a commercial contractor’s facility for Coast Guard vessels.

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and

'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is

Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

None

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire Prevention and Response

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

OTHER REFERENCES

Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for

Shipyard Employment

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure

2 (REV-0)

3. REQUIREMENTS

3.1 General. The Contractor must conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability. The requirements in this WI applies to all work under the scope of this contract, whether explicitly stated in all following work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

3.1.1 The Contractor must conform to all requirements specified in SFLC Std Spec 5550 and in the Fire

Protection and Response work item, as applicable, during the performance of this availability.

3.1.1.1 Fire Safety Plan submission. The Contractor must submit a copy of the CFR 1915, Subpart P, Fire Safety

Plan with the Contractor’s bid when work will be conducted in a Contractor–owned facility. Include any MOA(s) with local firefighting facilities.

3.1.1.2 Fire Plan submission. The Contractor must submit a copy of the developed availability specific fire plan, as requested in the Fire Protection and Response work item, seven (7) days before the Arrival Conference.

3.2 Contractor-provided fire watch personnel. The Contractor must provide fire watch personnel and equipment.

3.3 Preservation requirements. The Contractor must accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec

6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

3.3.2 Coating colors and system color schemes. The Contractor must obtain a written KO authorization to deviate from any coatings required in SFLC Std Spec 6310 Appendix C before work.

3.3.3 In-process quality control measures. The Contractor must abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for “critical-coated surfaces”).

3.3.3.1 Quality control requirements. The Contractor must abide by the following when performing preservation related inspections. The following measurements must be randomly spaced throughout for the purposes of providing a representation of the entire prepared or coated surface.

3.3.3.1.1 Surface profile measurements. One surface profile measurement must be taken for every 200 square feet for the first 1000 square feet; for each additional 500 square feet or less, one profile measurement must be taken.

Profile measurements must be taken in accordance with SFLC Std Spec 6310, paragraph 3.1.8.3 (Surface profile measurements). A “measurement” for surface profile is defined as follows:

• ASTM D4417, Method B: One profile measurement is the average (mean) of 10 individual readings.

• ASTM D4417, Method C: One profile measurement is the average (mean) of 2 individual readings.

NOTE

NAVSEA drawings listed will be available FOR INSPECTION ONLY from the Coast

Guard Port Engineer post-award. SFLC will not redistribute NAVSEA documents.

Contractors can apply to NAVSEA headquarters directly for copies.

3 (REV-0)

3.3.3.1.2 Soluble salt conductivity measurements. 5 conductivity measurements must be taken every 1000 square feet. For submerged (immersed) applications conductivity measurements must not exceed 30 microsiemens/cm.

For non-submerged (non-immersed) applications conductivity measurements must not exceed 70 microsiemens/cm. If a conductivity check fails, clean the surface in accordance with SFLC Std Spec 6310, paragraph 3.1.8.5 (Soluble salt removal).

3.3.3.1.3 Coating thickness measurements. Three area measurements must be taken for the first 1000 square feet;

for each additional 1000 square feet, perform an additional area measurement. A “measurement” for coating thickness is defined as follows:

• SSPC-PA 2 defines an area measurement as 5 separate spot measurements randomly spaced throughout a 100 square foot area.

• SSPC-PA 2 defines a spot measurement as 3 gage readings and each new gage reading the probe must be moved to a new location within a 1.5-inch diameter circle defining the spot.

3.4 Welding and brazing requirements. The Contractor must perform all welding and allied processes, and NDE in accordance with SFLC Std Spec 0740.

3.5 Environmental protection requirements. The Contractor must adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:

3.5.1 Contractor operated (non USCG) facilities. The Contractor must provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at

Contractor Operated (Non USCG) Facilities, as applicable, during the performance of this availability. Contractor must plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor must comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item must not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following:

• Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.

• National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an

NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.

• Air Emission Permit: Unit has an Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants.

3.5.2 Test and procedures. The Contractor is required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work must be done by qualified laboratories; and where required by law, the laboratories must be certified.

NOTE

NAVSEA approval is NOT required for welding procedures submitted but the procedures must be reviewed and shown to satisfy the requirements set forth in

NAVSEA TP 1688, by a welding regulatory agency. The requirements for welding

Strenx 900 are considered the same as those for welding HY-130.

4 (REV-0)

3.5.3 Regulatory notifications. The Contractor is responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The

Contractor must submit copies of all regulatory notifications to the Contracting Officer and the local Facility

Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications must be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System

(NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor must appoint in writing an Environmental Manager for the project, who is responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager must ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’

Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out;

ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous

Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental

Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor must comply with SFLC Std Spec 0000 Appendix A, Requirements For

Environmental Protection At Contractor Operated (Non USCG) Facilities for HW disposal.

3.6 Local Policy. The Contractor must refer to site (e.g., Base) Regulations and Instructions for details regarding local policies (e.g., crane services, parking, or facility usage).

3.7 SFLC Standard Specification approved changes. Approved updates to the 2022 SFLC Standard Specifications will appear here.

3.7.1 SFLC Standard Specification 5550: Replace paragraph 3.11.3 to state, “Material supporting imminent work shall be brought on the cutter and stored where the work is being performed. Material that appreciably contributes to fire load shall be removed at the end of each work shift when personnel are not present. Trash, debris, and packaging materials shall be promptly removed from the vessel at the end of each work shift and not allowed to accumulate.” Advance the paragraph numbering of the Fire Prevention and Safety Inspection form to 3.11.4.

4. NOTES

4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

QA-1 - QUALITY ASSURANCE INSPECTION FORM

5 (REV-0)

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK

ITEM #

WORK ITEM TITLE

LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.

CHECKPOINT 2 - PAINT STORAGE

Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfg.

CHECKPOINT 3 - AMBIENT CONDITIONS

Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).

Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).

Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfg.

CHECKPOINT 4 - PRE-SURFACE PREPARATION

Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.

Verify equipment setup, blast media, and surface preparation methods match designated test coupon.

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).

Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.

Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Verify proper mixing and stand-in (induction) times.

Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.

Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).

Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.

Brush out all runs, sags, drips, and puddles.

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

Verify proper mixing and stand-in (induction) times, as applicable.

Verify wet film thickness at random, to prevent under or over application.

Brush out all runs, sags, drips, and puddles.

CHECKPOINT 9 – FINAL INSPECTION

Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.

Ensure that system cure is in accordance with manufacturer's recommendation for intended service.

Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.

For immersion coatings (including tank U/W body), record date and time of the following events:

Final coat application: / ; Return to service or removal from environment controls: /

CHECKPOINT 10 – RECORD KEEPING

Complete, sign, and submit all provided QA Inspection Forms.

NAME OF QP-1/AMPP INSPECTOR SIGNATURE CERT. # DATE / TIME

NAME OF CG REPRESENTATIVE SIGNATURE UNIT DATE/TIME

QA-2 - QUALITY ASSURANCE INSPECTION FORM

6 (REV-0)

(ENVIRONMENTAL READINGS)

VESSEL NAME

HULL #

WORK

Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat.

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER

COAT, BARRIER COAT, TOP

COAT, ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFAC

E

AMBIEN

T

ΔT

| DP -

SURFACE |

7 (REV-0)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)

VESSEL NAME HULL # WORK ITEM

LOCATION OF WORK (FRAME REFERENCES) AREA (SQFT)

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/AMPP No. 2

SSPC-SP WJ-2/AMPP WJ-2

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

PLACE SURFACE PROFILE REPLICA TAPES IN THE SPACES PROVIDED BELOW, TO SERVE AS

PERMANENT QA RECORD. MAINTAIN A SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS

DIVIDED INTO SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Place Surface Profile

Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:

NAME OF QP-1/AMPP INSPECTOR SIGNATURE CERT. # DATE /

TIME

8 (REV-0)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/AMPP No. 2

SSPC-SP WJ-2/AMPP WJ-2

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

RECORD MEASUREMENTS TAKEN IN THE SPACES PROVIDED BELOW, TO SERVE AS PERMANENT

QA RECORD. MAINTAIN SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS DIVIDED INTO

SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Mean Mils Reading (IAW ASTM D4417-Method B for above 10 readings (by column):

Mean Reading (mils)

9 (REV-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL # WORK

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

10 (REV-0)

(Use one sheet for each sequence)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

VESSEL NAME

HULL #

WORK ITEM

COATING MFG

PRODUCT NAME

BATC

H #

INDUCTI

ON TIME

COATING SYSTEM

SEQUENCE

(PRIMER/TOUCHUP/3RD

COAT, ETC.)

DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC-PA 2.

SPOT 1 2 3 4 5

AVERAGE

VALUE

*BASE METAL READING

(BMR)

*Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

11 (REV-0)

4.2 Tank and Void Assessment form.

12 (REV-0)

SFLC.aESD-45, PRINT

TA KAND VOID ASSESSl\1ENT

SHEET

StruoturaJ FntC1l'lirtv llitn

E tim",ted Tomi Li.near Feet of Structure Requir.ing Repc1ir: I Estimated Total Square F'eet of Pl�ting Requiring Repllllir:

Cracks/ Fractures Present: ffel; ll\o I Buckling/Delleotionsl Di�tortious Present I J Yi;;s No I-Ioles Pre�ent: ':]Yes -� No I Material Wnstnge iP:res.ent IOYes .No

All \Velds. lnitacl; ffes No I Strncl.ural E1.1f1lu�ti011Recommended; I 1 yl;."/:l No

PHOTOGRAPHS

Pitt� Taken {cnlCT (l llmnlily);

Note: To a,ld pict111res to this f@rm, Wark Station must h_m,,e Adob,e A.uoliat foot Readem-) ims.taJiled.

Add all photos and �\oto co1mnen1i. to a \.W1rd document and save file. 011en th i� f(l!1l1 and click "Combine Fil�", Add I.he document with photos ·',-ou.'ve im4 sawd and sav,c as a new combin�d ,pdf file,:;, Additional Commrol±1:

Page2o,f 2 18MIA!R2016

13 (REV-0)

55500_ACC_0323_IBCT

WORK ITEM 1: Fire Prevention Requirements DRYDOCK

1.1 Intent. This work item describes the requirements for the Contractor to minimize shipboard fire risk and to clarify the Contractors’ role in fire prevention and response.

1.2 Government-furnished property.

None.

None

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire

Prevention and Response

OTHER REFERENCES

None

3.1 Fire Plan. The Contractor must develop and implement a written fire plan in accordance SFLC Std

Spec 5550. The Contractors Fire Plan must address Fire Protection and Response specifics as required in this Work Item.

3.1.1 The availability’s specific Fire Plan must always address the following:

• material condition and fire protection boundary obstruction mitigations

• inoperable fittings log

NOTE

This work item is not separately priced. Factor fire prevention and response costs into bid of affected work items.

14 (REV-0)

• fire alarms

• firefighting equipment disposition

3.1.2 The Fire Plan must also address the following:

• fire protection system status

• communication links

• temporary services

• power disconnects

• fire prevention and safety inspections

3.2 Fire Prevention Responsible Party. The Contractor must appoint a Fire Prevention Responsible Party

(FPRP) who acts as the Contractor’s Responsible Person for fire prevention concerns during the entire availability.

3.3 Fire Prevention and Response Conference. The Contractor must participate in the Fire Prevention and

Response Conference as required in Std Spec 5550, paragraph 3.12. The participants must address the contents of SFLC Std Spec 5550, paragraph 3.12.1, as applicable.

3.4 Fire Responsibility Familiarization Tour and Initial Inspection. The Contractor must participate in the

Fire Responsibility Familiarization Tour and Initial Inspection as required in Std Spec 5550, paragraphs

3.12.2 through 3.12.4.

3.5 Material Condition and Fire Protection Boundary Obstruction Mitigation Requirements. The

Contractor must conform to all material condition and fire protection boundary obstruction mitigation requirements detailed in SFLC Std Spec 5550, paragraph 3.2.

3.6 Inoperable Fittings Log Requirements. The Contractor must conform to all inoperable fittings log requirements detailed in SFLC Std Spec 5550, paragraph 3.3.

3.6.1 The Contractor must maintain an Inoperable Fittings log. The logs must contain the same information as a Damage Control Closure Log found in Appendix A of SFLC Std Spec 5550. The log must remain at the access point of the vessel available for inspection or use by authorized personnel, i.e., casualty response. Deliver all logs to the CG when requested and at the end of the availability.

3.7 Fire Prevention Service Particulars. The Contractor must conform to the below listed fire prevention service requirements, in accordance with SFLC Std Spec 5550.

TABLE 1 – FIRE PREVENTION SERVICE SELECTION

*SUB-

PARAGRAPH

TITLE

Y/N

3.4 Fire prevention system status Y

3.4.1 Temporary firefighting system proposal Y

3.4.2 Emergent firefighting system inoperability

approval and notification Y

3.4.3 “Disabled equipment” signage for disabled initial responder equipment

Y

3.4.4 Firefighting system inoperability allowance for

removed hazards

Y

15 (REV-0)

*SUB-

PARAGRAPH

TITLE

Y/N

3.4.5 Maintain sprinkling zone operability Y

3.4.6 including all subparagaphs

Hazard mitigation for maintenance of fixed extinguishing systems

Y

3.4.7 Procedure implementation for enabling/disabling

fire suppression systems

Y

3.4.8 Portable water pumping requirement for vessels

w/o installed capability

Y

3.4.9 Limitations on operation of major machinery

while firefighting systems are offline

Y

3.4.10 Liquid fuel pumping requirement for operational

permanent or temporary firefighting systems

Y

3.4.11 Mechanical AFFF equipment must be available

to initial responders in compartments with risk of flammable/combustible liquid spillage

Y

3.4.12 including all subparagraphs

Portable fire extinguisher requirements Y

3.4.13 Hose and reel protection Y

3.4.14 including all subparagraphs

Drydock firefighting requirements Y

3.4.15 Fire protection system status in Fire Plan Y

3.5 Fire response related communication links in

Fire Plan Y

3.6 Fire response related temporary services in Fire

Plan

Y

3.6.1 Minimize downtime of fixed extinguishing

systems

Y

3.6.2 through 3.6.10

Firemain and related equipment requirements Y

3.6.11 Permanent lighting requirements Y

3.6.12 including all subparagraphs

Temporary lighting requirements Y

3.6.13 Electrical power, firefighting water, and lighting

source location and testing identified in Fire Plan Y

3.7 including all subparagraphs

Fire alarm requirements Y

3.8 Shore power manual disconnect locations

identified in Fire Plan

Y

3.9 Other power manual disconnect locations

identified in the Fire Plan

Y

3.10 including subparagraph

Vessel firefighting equipment placement and disposition info in Fire Plan Y

3.11 Fire prevention and safety inspections in Fire

Plan

Y

3.11.1 Initial and daily inspection requirements Y

3.11.2…