ATTACHMENT 2 - CGC HATCHET DD Specification.pdf

USCGC HATCHET (WLIC 75309)

USCG 68B BARGE (68019)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2023

Developed By: Brenden J Lee

(Rev-0, 17 October 2022)

USCGC HATCHET (WLIC-75D) DRYDOCK AVAILABILITY FY2023

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 ............................................................................................................. xiii Principal Characteristics - Barge General Requirements WORK ITEM 1: Hull Plating, Side Scan, Ultrasonic Testing - Tender WORK ITEM 2: Hull Plating, U/W Body, Inspect - Tender WORK ITEM 3: Hull Plating, Freeboard, Ultrasonic Testing - Tender WORK ITEM 4: U/W Body, Preserve, 100 percent - Tender WORK ITEM 5: Hull Plating Freeboard, Preserve, Partial - Tender WORK ITEM 6: Hull Plating Freeboard, Preserve, 100 Percent - Tender WORK ITEM 7: Hull and Structural Plating, General, 10.2 lbs. Steel, Renew - Tender WORK ITEM 8: Hull and Structural Plating, General, 12.75 lbs. Steel Plate, Renew - Tender WORK ITEM 9: Hull and Structural Plating, General, 15.3 lbs. Steel Plate, Renew - Tender WORK ITEM 10: Hull And Structural Plating, General, 20.4 lbs. Steel Plate, Renew - Tender WORK ITEM 11: Hull And Structural Plating, General, Cracked Steel Welds, Repairs - Tender WORK ITEM 12: Hull and Structural Plating, General, Degraded Weld, Steel, Repair - Tender WORK ITEM 13: Propulsion Shaft Rope Guards, Inspect WORK ITEM 14: Voids, Non-Accessible, Leak Test - Tender WORK ITEM 15: Voids, Non-Accessible, Internal Surfaces, Preserve WORK ITEM 16: Tanks, MP Fuel Service, Clean and Inspect - Tender WORK ITEM 17: Propulsion Shafting; Remove, Inspect, and Reinstall WORK ITEM 18: Propulsion Shafting, Straighten WORK ITEM 19: Propulsion Shafting, Optical or Laser Alignment Check WORK ITEM 20: Propulsion Shaft Seals, Mechanical Overhaul and Inflatable Renew WORK ITEM 21: Propulsion Shaft Bearings, External, Check Clearances WORK ITEM 22: Propulsion Shaft Bearings, External, Renew WORK ITEM 23: Stern Tube Interior Surfaces, Preserve, 100 Percent WORK ITEM 24: Propeller s, Remove, Inspect, and Reinstall WORK ITEM 25: Propeller, Minor Repairs and Reconditioning, Perform WORK ITEM 26: Keel Coolers, Clean, Inspect and Hydro WORK ITEM 27: Fathometer Transducer, Renew – Tender WORK ITEM 28: Compressed Air Receivers and System Valves, All, Clean, Inspect, Hydro and Lift -

Tender WORK ITEM 29: Rudder Assembly, Remove, Inspect And Reinstall WORK ITEM 30: Rudders, Preserve, 100 Percent WORK ITEM 31: Rudder Stock Bearings Clearances, Check WORK ITEM 32: Hull Fittings (Mooring and Towing), Inspect and Test - Tender WORK ITEM 33: Sewage Holding Tanks, Clean and Inspect - Tender WORK ITEM 34: Grey Water Piping, Clean and Flush WORK ITEM 35: Sewage Piping, Clean and Flush WORK ITEM 36: Tanks, Potable Water Preserve, 100 Percent - Tender WORK ITEM 37: Superstructure, Preserve, 100 Percent WORK ITEM 38: Cathodic Protection, Zinc Anodes, Renew, - Tender WORK ITEM 39: Drydock - Tender WORK ITEM 40: Temporary Services, Provide - Tender iii (Rev-0)

WORK ITEM 41: Sea Trial Performance, Support, Provide WORK ITEM 42: Anti-Ventilation Underwater Hull Strakes, Installation WORK ITEM 43: Flanking Rudder Foundation, Modification WORK ITEM 44: Bilges, Preserve WORK ITEM 45: Boat Davit Winch, Shrink Wrap WORK ITEM 46: Buoy and Cargo Handling Crane, Shrink Wrap WORK ITEM 47: Deck Covering, Interior, Wet and Dry, Renew WORK ITEM 48: Lead Dust, Clean WORK ITEM 49: Lead-Based Paint and Asbestos-Containing Material, Perform Spot Abatement WORK ITEM 50: Point of Use Potable Water Filters, Install Tender WORK ITEM 51: Hull Plating, Side Scan, Ultrasonic Testing - Barge WORK ITEM 52: Hull Plating, U/W Body, Inspect - Barge WORK ITEM 53: Hull Plating, Freeboard, Ultrasonic Testing - Barge WORK ITEM 54: Hull and Structural Plating, General, 10.2 lbs. Steel, Renew - Barge WORK ITEM 55: Hull and Structural Plating, General, 12.75 lbs. Steel Plate, Renew - Barge WORK ITEM 56: Hull and Structural Plating, General, 15.3 lbs. Steel Plate, Renew - Barge WORK ITEM 57: Hull And Structural Plating, General, 20.4 lbs. Steel Plate, Renew - Barge WORK ITEM 58: Hull And Structural Plating, General, Cracked Steel Welds, Repairs - Barge WORK ITEM 59: Hull and Structural Plating, General, Degraded Weld, Steel, Repair - Barge WORK ITEM 60: Tanks, MP Fuel Stowage and Overflow, Clean and Inspect - Barge WORK ITEM 61: Voids, Non-Accessible, Leak Test - Barge WORK ITEM 62: Voids, Non-Accessible, Internal Surfaces, Preserve - Barge WORK ITEM 63: Tanks, MP Fuel Service, Clean and Inspect - Barge WORK ITEM 64: Tanks, Potable Water, Clean and Inspect - Barge WORK ITEM 65: Fathometer Transducer, Renew - Barge WORK ITEM 66: Tanks, Potable Water Preserve, 100 Percent - Barge WORK ITEM 67: Tanks, Potable Water, Preserve, Partial - Barge WORK ITEM 68: U/W Body, Preserve, 100 percent - Barge WORK ITEM 69: Hull Plating Freeboard, Preserve, Partial - Barge WORK ITEM 70: Hull Plating Freeboard, Preserve, 100 Percent - Barge WORK ITEM 71: Cathodic Protection, Zinc Anodes, Renew - Barge WORK ITEM 72: Drydock - Barge WORK ITEM 73: Temporary Services, Provide - Barge WORK ITEM 74: Sea Valves and Waster Pieces, Overhaul Or Renew - Barge WORK ITEM 75: Sea Strainers, Duplex, All Sizes, Overhaul - Barge WORK ITEM 76: Compressed Air Receivers and System Valves, All, Clean, Inspect, Hydro and Lift -

Barge WORK ITEM 77: Spud Wells, Preserve - Barge WORK ITEM 78: Spud Wells, Inspect - Barge WORK ITEM 79: Decks – Exterior (Buoy or Construction Deck), Preserve 100% WORK ITEM 80: Towing Knee Repair WORK ITEM 81: External Deck Drains, Renew WORK ITEM 82: Fuel Oil Umbilical Piping, Renew WORK ITEM 83: Pilot House Visor Repair WORK ITEM 84: Umbilical Stuffing Tubes, 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 75 WAGL 0103-4, Rev A, Booklet of General Plans

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

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 A, Cathodic Protection

Coast Guard Drawing 75 WLIC 111-002, Rev -, Grid Cooler Recess (AXE)

Coast Guard Drawing 75 WLIC 123-2, Rev-, Sewage Tank

Coast Guard Drawing 75- WLIC 533-001, Rev C, Diagram Fresh Water System

Coast Guard Drawing 75 WLIC 536-001, Rev -, Diagram Jacket Water System (AXE)

Coast Guard Drawing 75 WLIC 536-002, Rev A, Main Engine & Generator Jacket Water System

Arrangement & Details (AXE)

Coast Guard Drawing 75 WLIC 593-2, Rev B, Arrangement Vacuum Flush System

Coast Guard Drawing 75 WLR 114-001, Rev -, Anti-Ventilation Strake Installation and Details

Coast Guard Drawing 75B WAGL 4301-005, Rev C, Shafting Installation to Suit IF 1312 MDE (VISE &

MALLET)

Coast Guard Drawing 75B WAGL 4301-006, Rev B, Shafting Installation to Suit IF 1312 MDE

(SLEDGE)

Coast Guard Drawing 75D 2200-016, Rev D, Rudder Post Installation For Jastrum S2-16-2-35 Steering

System

Coast Guard Drawing 75D WAGL 0500-003, Rev -, Lines and Offsets

Coast Guard Drawing 75D WAGL 0700-004, Rev -, 75FT “D” Class Towboat Docking Block

Arrangement

Coast Guard Drawing 75D WAGL 103-7, Rev D, Outboard Profile and Inboard Profile (75306-75307)

Coast Guard Drawing 75D WAGL 103-8, Rev B, Booklet of General Plans (75306)

Coast Guard Drawing 75D WAGL 1101-001, Rev C, Shell Expansion (75306)

Coast Guard Drawing 75D WAGL 1101-001, Rev C, Shell Expansion (75306-75307)

Coast Guard Drawing 75D WAGL 1101-003, Rev -, Shell Expansion (75309-75310) vi (Rev-0)

Coast Guard Drawing 75D WAGL 1101-006, Rev B, New Grid Cooler Pocket P/S to Suit 80MDDCD

SSDG (CLAMP & HATCHET)

Coast Guard Drawing 75D WAGL 1103-002, Rev -, Hull Framing Plan

Coast Guard Drawing 75D WAGL 1103-003, Rev A, Frames 4, 12, 16, 21, 31, & 36

Coast Guard Drawing 75D WAGL 1105-007, Rev -, Miscellaneous Bulkheads and Frames

Coast Guard Drawing 75D WAGL 4103-021, Rev C, Jacket Water Mods to Suit 80MDDCD SSDG

(CLAMP & HATCHET)

Coast Guard Drawing 75D WAGL 4103-024, Rev A, Jacket Water Mods to Suit IF1312 MDE (CLAMP

& HATCHET)

Coast Guard Drawing 75D WAGL 4301-003, Rev D, Shafting Installation to Suit IF 1312 MDE

Coast Guard Drawing 75D WAGL 500-1, Rev -, Lines & Offsets (75306-75307)

Coast Guard Drawing 75D-WAGL 2200-14, Rev B, Steering System Arrangement for Jastram S2-16-2-

Coast Guard Drawing 75D-WAGL 2200-15, Rev B, Flanking Steering System Arrangement for Jastrum

S2-16-2-35

Coast Guard Drawing 75D-WAGL 2200-16, Rev D, Rudder Post Installation for Jastrum S2-16-2-35

Steering System

Coast Guard Drawing 75D-WAGL 4301-3, Rev -, Shafting Installation to Suit If 1312 MDE

Coast Guard Drawing 75D-WAGL 4301-3, Rev C, Shafting Installation to Suit If 1312 MDE

Coast Guard Drawing 75D-WAGL 4301-3, Rev E, Shafting Installation to Suit If 1312 MDE

Coast Guard Drawing 75D-WAGL 4901-010, Rev A, Diagram - Compressed Air System

Coast Guard Drawing 75D-WAGL-2200-014, Rev B, Steering System Arrangement For Jastram S2-16-

2-35

Coast Guard Drawing 75D-WAGL-2200-015, Rev C, Flanking Steering System Arrangement for

JASTRUM S2-16-2-35

Coast Guard Drawing 75D-WAGL-2200-017, Rev B, Steering Foundations Installation for JASTRUM

S2-16-2-35

Coast Guard Drawing 75-WAGL 2200-11, Rev D, Flanking Rudder Stock and Fittings for Jastram S2-

16-2-35 Steering System

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 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 75-WLIC 593-001, Rev A, Diagram Vacuum Flush System

Coast Guard Drawing 75-WLIC 593-002, Rev B, Arrg’t Vacuum Flush System

Coast Guard Drawing 75-WLIC 593-003, Rev A, Diagram Sewage Treatment & Dischg System

Coast Guard Drawing 75-WLIC 593-004, Rev B, Arrg't Sewage Treatment & Disch System

Coast Guard Drawing FL 533-001, Rev B, Placard Potable Water Flush

Coast Guard Drawing FL 533-002, Rev -, Point of Use Water Filter Install

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

Coast Guard Fleet Drawing FL 2804-12, Rev -, U.S.C.G. Emblem

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

Coast Guard Drawing 68 CGB 0700-003, Rev. -, 68FT Steel Barge Docking Block Arrangement (“A” and “B” Class) vii (Rev-0)

Coast Guard Drawing 68B CGB 2901-004, Rev -, Curves of Form

Coast Guard Drawing 68 CGB 1101-001, Rev -, 68FT Steel Barge Structural Sections & Details (CGB

68012-68014)

Coast Guard Drawing 68 CGB 1101-003, Rev C, 68FT Steel Barge Lines, Plating, and Deck & Bottom

Framing Plans (CGB 68016-68017)

Coast Guard Drawing 68 CGB 1101-003, Rev C, 68FT Steel Barge Lines, Plating, and Deck & Bottom

Framing Plans (CGB 68018-68020)

Coast Guard Drawing 68B CGB 0103-010, Rev -, Inboard Profile

Coast Guard Drawing 68B CGB 1105-002, Rev -, Bulkheads

Coast Guard Drawing 68B CGB 2901-005, Rev -, Tank Capacities

Coast Guard Drawing 68B CGB 5501-002, Rev -, Fuel Oil and Exhaust Piping-Plan and Details

Coast Guard Drawing 68-CGB-2901-2, Sheet 2, Rev, Tank Capacity Tables

Coast Guard Drawing 68 CGB-1101-1, Sheet 1, Rev - , Structural Sections and Details

Coast Guard Drawing 68-CGB 1112-2, Rev -, Transducer Wet Wall & Blister Installation

Coast Guard Drawing 68B CGB 0103-8, Rev 1, General Arrangement Plan and Outboard Profile

Coast Guard Fleet Drawing FL 2804-12, Rev -, U.S.C.G. Emblem

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

Coast Guard Drawing 68 CGB 4901-002 (68018-68020), Rev -, Compressed Air Piping Arrangement

Coast Guard 68B CGB 2602-001, Rev -, Spud Well & Stern Log

Coast Guard Drawing 75D-WAGL 103-19, Rev A, Booklet of Gen Plans (75309)

Coast Guard Drawing 75D-WAGL 1201-03, Rev -, Towing Knees & Towing Bitt (75309-75310)

Coast Guard Drawing 75D-WAGL 1101-03, Rev -, Shell Expansion (75309-75310)

Coast Guard Drawing 75-WLIC-528-002, Rev A, Plumbing and Deck Drains

Coast Guard Drawing 75-WAGL-5501-004, Rev A, Fuel & Lube Oil Flow Diagram

Coast Guard Drawing 75-WAGL-5501-005, Rev A, Fuel Oil Piping Plan

Coast Guard Drawing 75-WAGL-5501-006, Rev A, Fuel Oil Piping & Isometric Details

Coast Guard Drawing 75D-WAGL 1105-15, Rev -, Ext Bhds on Wlhse Dk & Wlhse Top Fram Pln

(75309-75310)

Coast Guard Drawing 75-WAGL_6000_1, Rev. B, Umbilical Cord Connectors and Receptacles, Elementary Wiring Diagram.

Coast Guard Drawing 75D-WAGL_6201_14_1, Rev. G, One-Line Block and Elem Wiring Dia.

(HATCHET).

Coast Guard Drawing 75D-WAGL 6405_1, Rev. C, 75’ WLIC Inland Buoy Tender Class Nav. Lights.

Coast Guard Drawing 75-WAGL-6504-003, Rev. B, Fire/Flood Alarm System, Equipment Location &

Wiring Diagram with Barge, (Sheets 7 and 10).

Coast Guard Drawing 75-WAGL 6700-1, Rev. AE, Arrangement of Electronic Equipment and Block

Wiring Diagram (Gen. Note 3), (Sheets 14A and 16A).

COAST GUARD PUBLICATIONS

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

Manual

Coast Guard Technical Publication (TP) 3494, 09-DEC-03, Shaft Seal - Type Fse viii (Rev-0)

Coast Guard Technical Publication (TP) 4506, Wartsila TM-EL-68839, Issue A, Mar 2005, Rudderstock

Seal Type EL

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

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2020, Auxiliary

Machine Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2020, Install Interior

Deck Covering Systems

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2020, Drydocking

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2020, Temporary

Services

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2020, Temporary

Hull Accesses

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3041, 2020, Shipboard

Electrical Cable Test

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3042, 2020, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair, and Installation

OTHER REFERENCES

American Bureau of Shipping (ABS) 2, Rule Requirements for Survey After Construction, 2014, 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 for Nondestructive Testing (ASNT) SNT-TC-1A, 2020, Recommended Practice for

Personal Qualification and Certification in Nondestructive Testing

American Society for Testing and Materials (ASTM) International F1508, 2016, Standard Specification for Angle Style, Pressure Relief Valves for Steam, Gas, and Liquid Services

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

Welding End

ASTM International (ASTM) D1330, 2015, 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 2010, Standard Practice for Commercial Packaging ix (Rev-0)

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

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

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, Nov 2016, Abrasive Materials for Blasting

Federal Specification (Fed Spec) HH-P-151, Mar 1991, Packing; Rubber-Sheet, Cloth-Insert

Federal Specification (Fed Spec) QQ-N-281, Oct 1985, Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections

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, 2019 Edition, Pressure Testing Of 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, 2010 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service

Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2019 Edition, Bronze Gate, Globe, Angle and Check Valves

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

MIL-A-18001, May 2005, Anodes, Sacrificial Zinc Alloy (Commercially Accepted - ASTM B418)

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

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

Reliability Is Required

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

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

MIL-PRF-24647, Jan 2018, Paint System, Anticorrosive and Antifouling, Ship Hull

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

MIL-S-45180D, 1984; 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, Repair Welding, Weld Cladding, Straightening, and Cold Rolling of Main

Propulsion Shafting

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

Rubber Composition Sheet; for Aromatic Fuel and Oil Resistant Gaskets

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP 1), 2015, Solvent Cleaning x (Rev-0)

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 Specification No.11 (SSPC-SP 11), 2012, 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) Joint Surface Preparation

Standard SSPC-SP 10/NACE No. 2, 2007, 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, 2002, Surface Preparation and Cleaning of Metals by

Waterjetting Prior to Recoating

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, 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, 2007, Near-White Blast Cleaning

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

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

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

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-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

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

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

PRO-160, Nov 2011, Chapter 16, Cofferdams

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-58-2018, Pipe

Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation

MIL-STD-2003-2, Sep 2009, Electric Plant Installation Standard Methods for Surface Ships &

Submarines (Equipment)

MIL-STD-2003-3, Sep 2009, Electric Plant Installation Standard Methods for Surface Ships &

Submarines (Penetrations)

MIL-STD-2003-5, Sep 2009, Electric Plant Installation Standard Methods for Surface Ships &

Submarines (Connectors)

MIL-I-3064, Mar 1991, Insulation, Electrical, Plastic-Sealer 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 Y **Propeller shaft NSN: 2010-01-557-1512 2 ea. 19,184.17

20 N Wartsila FSE H74537-

02 Major Overhaul Kit

(WLP001365-001)

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

24 Y **Propeller right hand NSN: 2010-01-534-9089 1 ea. 10,129.00

24 Y **Propeller left hand NSN: 2010-01-534-9095 1 ea. 10,129.00

26 N Coolant (QTY in 55 gallon drums)

26 Y MDE Keel Cooler NSN: 2040-01-F11-2291 PN:

SC-418DP-114

2 $10,621.50

26 Y SSDG Keel Cooler NSN: 2040-01-F11-2290

(P/N: SC-216DP-63)

2 $4,270.51

27 N ***Fathometer

Transducer, Shallow

Water, 50-200 kHz

(Airmar Technology

SS555)

NSN: 5845-01-470-2500 1 ea. 316.31

29 Y **Rudder - Steering NSN: 2040-01-530-9095 2 ea. 28,675.25

29 Y **Rudder - Flanking NSN: 2040-01-531-4393 2 ea. 37,850.50

29 N **Upper Rudder bearing (SKF PN

23222CC/W33)

NSN: 3110-01-F11-2241 4 ea. 547.88

29 N Rudder EL Seal, Major

Overhaul Kit (WLP-

001427001)

NSN: 5330-01-646-5935 4 ea. 4,000.00

51 N Water Filter Assembly PN: DWS160-L (3M) NSN:

(ACN) 44330-01-F20-5959

3ea. 160.00

51 N Water Filter Element PN: 56134-44 (3M) 3ea. 180.00

51 N Placard - Potable Water

Flush

N/A 3ea. 50.00

66 N ***Fathometer

Transducer, Shallow

Water, 50-200 kHz

(Airmar Technology

SS505)

NSN: 5845-01-470-2500 2 ea. 343.63

*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

1 Hull Plating, Side Scan, Ultrasonic Testing - Tender

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

14 Voids, Non-Accessible, Leak Test - Tender

17 Propulsion Shafting; Remove, Inspect, and Reinstall

19 Propulsion Shafting, Optical or Laser Alignment Check

20 Propulsion Shaft Seals, Mechanical Overhaul and Inflatable Renew

21 Propulsion Shaft Bearings, External, Check Clearances

22 Propulsion Shaft Bearings, External, Renew

29 Rudder Assembly, Remove, Inspect And Reinstall

39 Drydock - Tender

43 Flanking Rudder Foundation, Modification

44 Bilges, Preserve

47 Deck Covering, Interior, Wet and Dry, Renew

50 Links, Gripes, Binders and Jacks, Service, Inspect and Test

51 Point of Use Potable Water Filters, Install Tender

52 Hull Plating, Side Scan, Ultrasonic Testing - Barge

62 Voids, Non-Accessible, Leak Test - Barge

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

73 Drydock - Barge

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

80 Decks – Exterior (Buoy or Construction Deck), Preserve 100% xiii (Rev-0)

PRINCIPAL CHARACTERISTICS - TENDER

75' WLIC (D-CLASS), TENDER

PHYSICAL

Length overall 75' 0"

Depth 7' 7-3/4"

Maximum beam 22' 0"

Height of highest projection 32' 0"

Full load draft 4' 4 11/16" LCF Draft

Full load displacement 148.49 Long Tons Fresh Water

Shore tie voltage requirements 440 VAC / 3 Phase

Frame spacing 1' 6"

HULL

Hull material Steel

MACHINERY

Number of propellers 2

Number of blades 4

Diameter of propeller 48"

Pitch 40" fixed

RPM 400

Shaft Diameter 4.5”

TANK CAPACITIES

Fuel tanks

Fresh water tanks

Lube oil

1 (Rev-0)

PRINCIPAL CHARACTERISTICS - BARGE

68' CGB (B-CLASS: 68016 -68020), BARGE

PHYSICAL

Length overall 68' 6-1/2"

Depth 7' 0"

Maximum beam 28' 0"

Full load draft 3' 0"

Full load displacement 117 Long Tons

Shore tie voltage requirements 440 VAC / 3 Phase

Frame spacing 1' 0"

2 (Rev-0)

00000_0222_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

COAST GUARD DRAWINGS

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), 2020, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

OTHER REFERENCES

None

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 of 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 (Rev-0)

3.1.1 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.

3.2 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.

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 “measurements” 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:

4 (Rev-0)

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.

3.5.2 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.

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. The Contractor must be aware that the following are approved changes to published SFLC 2020 Edition Standard Specifications and supersede published content:

3.7.1 SFLC Standard Specification 8636. Add missing paragraphs between 3.2 and 3.5 of Std Spec 8636 as follows:

5 (Rev-0)

“3.3 Access cut boundaries. The Contractor shall ensure that access cuts comply with the requirements and restrictions detailed in the following and in SFLC Std Spec 0740, and referenced codes.

3.3.1 Location of boundaries. Boundaries of access cuts and closure plates shall, in general, be located between principal ship framing, bulkheads, and other structural members and shall be at least three inches from any of these members or from the toes of other welds. A reduction in this three inch minimum may be approved by the

KO on a case by case basis provided sufficient clearance is maintained for welding and inspection requirements.

The boundaries of access cuts and closure plates should land on existing butts or seams, wherever practicable. The boundaries of prior access cuts should be utilized wherever possible. Boundaries may extend across one or more frames as required for the size of the opening.

3.3.2 Access hole dimensions and arrangements. Holes or access cuts shall be the minimum size necessary and shall be in accordance with the following:

Rectangular access cuts and closure plates welded into primary hull structure shall be at least 12 inches wide in the lesser dimension.

For circular access cuts, the minimum diameter shall be 4T, where T = thickness of the involved structural member, but not less than three inches.

Circular closure plates for access cuts less than two feet in diameter shall be dished 1/16 to 1/8 inch to allow for shrinkage when welded.

Corners of rectangular access cuts and closure plates shall have a minimum radius of 6 inches except when a boundary lands on an existing hull longitudinal seam or transverse butt weld.

Corners at an existing seam or butt shall intersect at a 90 degree angle.

Cuts that are to cross existing butts or seams shall do so at an angle of 90 degrees plus or minus 15 degrees.

In primary hull structure, existing welds forming the boundary of a cut shall be cut back 3 inches beyond the toe of the access cut, except that the cut back shall not intersect or cross an existing weld, frame, or structural member. In which case, the cut back may be reduced to a minimum of two inches in length.

Existing welds crossed by the cut shall not be cut back.

3.3.3 Primary hull structure. Primary Hull Structure includes the shell, main strength decks, principal longitudinal bulkheads, vertical keel, deep web girders and stiffeners designed to withstand the ship bending stress.

3.3.4 Mechanically fastened joints. Welding closer than six inches to a mechanically fastened joint should be avoided. When access cuts cross or come within six inches of a mechanically fastened joint, the fasteners shall be checked for tightness and if necessary, loose fasteners shall be seal welded or removed, and replaced for a distance of 6 inches beyond the edge of the cut. When a cut crosses a mechanically fastened seam the cut plates shall be repaired using single V welds backed with glass tape (MIL-C-20079) to prevent fusion between the mechanically fastened plates.

3.4 Ship integrity maintenance. The Contractor shall maintain safety and ship integrity by installing temporary guarding and coaming, in addition to weathertight and watertight closures. Remove these temporary fabrications after closing the hull access, and grind surfaces flush in way of removals. For shell plating cuts made at or below the waterline where temporary closures are impractical, the Contractor shall secure each vulnerable compartment and subdivision to minimize potential damage to the extent permitted by the scope and urgency of the work.

3.4.1 Guarding. Install temporary guards in accordance with 29 CFR 1915.73.

6 (Rev-0)

3.4.2 Coaming. Ensure that in areas where flammable liquids may be stored, a 4 inch high metal coaming shall be installed on the surface of the deck with tack welds and fully sealed with caulking compound. The coaming shall encircle the access cut in the deck.

3.4.3 Weathertight and contamination closures. Fabricate temporary closures, using fire retardant material, before cutting access openings and install closures whenever access is not in use. Closures shall be:

Constructed to protect the access from inclement weather and entry of contaminants (shall include a coaming or dam on the deck to redirect rain runoff away from the opening).

Fitted with fasteners that permit rapid installation and removal.

Able to support a minimum of 150 pounds per square foot for horizontal deck closures.

Where the access opening is in way of a removed hatch, scuttle or door, the closure shall be configured to allow normal passage of ship’s personnel and equipment.

3.4.4 Watertight closures. Ensure that access openings created four feet or less above the maximum anticipated waterline shall include temporary watertight closures when the vessel is waterborne.

NOTE

NAVSEA S0600-AA-PRO-160/CH16 provides requirements for design, fabrication, and installation of temporary watertight closures.”

3.7.2 SFLC Standard Specification 0000. Definitions and paragraphs updated and added as follows:

“Fire Boundary: Any physical barrier, fitting, bulkhead or deck, utilized to limit the passage of flame and smoke identified during a fire casualty.

Fire Zone: Fire zones are designed to confine a fire within an identified zone and provide a protected staging area for fire parties. Fire Zones are not yet indicated on all classes of CG cutter, though Transverse Water tight

Bulkheads will be indicated on Damage Control plates.

Fire Zone Boundary: A bulkhead or deck designed to limit the passage of flame and smoke. Fire zone boundaries confine a fire within a zone and provide protected staging areas for fire parties. Fire zones are formed using selected main subdivision bulkheads and portions of decks where the subdivision is stepped.”

“3.2.2.1 Firefighting and Fire Prevention Conference. Conduct a firefighting and fire prevention conference in conjunction with the arrival conference or no later than 5 days after start of the availability. This conference must familiarize Ship’s Force with the Contractor’s Fire Safety and Response Plan for fire prevention and firefighting capabilities and responsibilities and with the procedures that will be in use by the Contractor and the region/installation or municipal fire and emergency services, as well as familiarize the Contractor and the region/installation or municipal fire and emergency services with the ship arrangement, shipboard fire prevention and firefighting systems, equipment, and organization, and familiarize all parties with the scope of work and aspects of the work or ship conditions that have significance in fire prevention and firefighting.

3.2.2.1.1 The Conference must specifically address the following matters:

Fire alarm and response procedures

Contractor firefighting capability and procedures

Region/installation or municipal fire and emergency services firefighting capability and procedures

Firefighting jurisdictional cognizance

Communication system for fire reporting and control or firefighting efforts

7 (Rev-0)

Shipboard arrangement including access routes, availability or firefighting systems (installed and temporary), and communication systems

Shipboard firefighting organization, systems, drills, and equipment

Ship, space, and equipment security consideration; including confirmation of service disconnects at designated main fire boundaries.

Compatibility of ship, Contractor, and region/installation or municipal fire and emergency services firefighting equipment

Industrial work scope, including location of ship, and effect on firefighting systems, access, and communications

3.2.2.1.2 The firefighting and fire prevention conference must include a table top fire drill.

3.2.2.2 Fire Responsibility Familiarization Tour. Conduct a tour of the ship with the COR, Ship’s Force for municipal fire and emergency services/or municipal fire department personnel, and Contractor key personnel assigned specific responsibilities during fires, to familiarize personnel concerned with the ship’s normal access and anticipated condition while industrial work is in progress.

3.2.2.3 Fire Prevention Responsible Party. The Contractor must designate a Fire Prevention Responsible Party who shall comply in all respects to 29 CFR 1915, NFPA 51B and NFPA 312. The Fire Prevention Responsible

Party attend the firefighting and fire prevention conference, conduct a weekly formal fire prevention and housekeeping audit, and act as the point of contact for firefighting and fire prevention concerns during the entire availability.

3.2.2.4 Fire Prevention and Safety Inspections. The Contractor shall conduct fire prevention and safety inspections to note and initiate actions to eliminate fire hazards or to implement work procedures to keep these hazards to a minimum.

3.2.2.4.1 An initial inspection shall be made by the Fire Prevention Responsible Party, jointly with the COR, to evaluate potential fire hazards in conjunction with the Fire Responsibility Familiarization Tour, or as soon as practicable after the tour and before any work commences. Submit one legible copy, in approved transferrable media, of a written report of the discrepancies and corrective actions to the COR and the Fire Safety

Representative within 4 hours after completion of the inspection.

3.2.2.4.2 Weekly inspections shall be made jointly with the COR or designated inspector. Submit one legible copy, in approved transferrable media, of a written report of the discrepancies and corrective actions, to the COR and the Fire Safety Representative within 1 hours after completion of the inspection. The Contractor’s responsible party attends daily work meeting to assess and compile project provided data to determine where additional focus is required to improve project safety and fire prevention performance.

3.2.2.4.3 Once on each manned/ regular workday, follow on inspections (which should rotate through different areas on large deck ships) shall include: a ship’s representative, ship’s safety officer, or equivalent. Deficiencies noted shall be corrected immediately, and forwarded to the project superintendent, ship’s CO and COR. The

Contractor’s Fire Prevention Responsible Party shall compile project provided data to determine where additional focus is required to improve project safety and fire prevention performance.

3.2.2.4.4 Minimum requirements for inspection. All inspections shall note the following, as a minimum:

Housekeeping conditions, including location of trash.

Type and amount of cargo aboard.

Type, amount, and condition of the fire protection equipment.

The types and approximate amounts of fuel and other flammable liquids, including all associated

8 (Rev-0) piping systems.

The visible requirements of this manual such as cleanliness, access and egress routes, temporary systems, fire extinguishers, condition of combination smoke and heat detectors, fire reporting and communication systems, and observe fire watch and hot work authorizations for hot work in progress.

3.2.2.5 Fire Safety Plan. Develop and implement a written fire safety and emergency fire response plan in accordance with 29 CFR 1915. Implement the plan with all Contractor employees and subcontractors. In addition to the requirements of 29 CFR 1915, the plan must identify:

3.2.2.5.1 Fire Watches. Identify all work items containing hot work requiring Fire watchers.

3.2.2.5.2 Material Condition and Fire Zone Boundary obstructions. In those instances where shipyard work equipment or services prevent setting the designated Material Condition of the asset, or obstructs the setting of

Fire Zone boundaries, address the disconnection/ severability of the materials and provide plans to:

remove obstructions when not in use, ensure any obstruction, i.e. hoses, cables, or ventilation has quick-disconnect points placed at or near identified fire protection boundaries fittings.

and/or propose other mitigation steps such as setting additional roving contractor firewatch or requesting augmented ship’s force assistance, and installing additional fire alarms at or near obstructed fittings

3.2.2.5.2.1 Fire zone fire curtains. Provide UL Listed (i.e. UL 10 D & UL 1784) and approved temporary “egress” fire curtains at the top and bottom of the ladder wells, and at each watertight closure on the longitudinal passageways to mitigate the spread of fire and smoke should it occur. Curtains shall be rolled DOWN during any hotwork occurring within an identified fire zone.

3.2.2.5.2.2 Fire Zone location will be conveyed by the COR.

3.2.2.5.2.3 All inoperable fittings must be relayed to the COR for inclusion to the Ship’s DC Closure Log.

3.2.2.5.3 Ensure access to temporary and Ship’s…