Attachment_1_-_Specifications.pdf

USCGC STRATTON (WMSL 752)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2023

Developed By: Christian L Jaictin

(Rev-0, 02 Jun 2022)

USCGC STRATTON (WMSL-418) DOCKSIDE AVAILABILITY FY2023

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ............................................................................... xii Consolidated List of Critical Inspection Items .......................................................................................... xiii Principal Characteristics ............................................................................................................................. xiv General Requirements WORK ITEM 1: Tanks (Aviation Fuel Service), Clean and Inspect WORK ITEM 2: Tanks (Aviation Fuel Service), Preserve (Partial) WORK ITEM 3: Tanks (Potable Water), Clean and Inspect WORK ITEM 4: Tanks (Potable Water), Preserve (100%) WORK ITEM 5: Tanks (MP Fuel Storage and Overflow), Clean and Inspect WORK ITEM 6: Ship Service Diesel Generator, Engine Major Overhaul, Perform WORK ITEM 7: Fire Detection System, Inspect and Test WORK ITEM 8: Compressed Air Receivers, Clean, Inspect and Test WORK ITEM 9: Cargo Handling Elevator, Inspect and Repair WORK ITEM 10: Forward and Aft Capstans, Level 2 Overhaul WORK ITEM 11: Folding Boom Cranes, Biennial Maintenance, Perform WORK ITEM 12: Talon Grid, Inspect and Test WORK ITEM 13: Grey Water Piping, Clean and Flush WORK ITEM 14: Sewage Piping, Clean and Flush WORK ITEM 15: Incinerator Clean, Inspect and Test WORK ITEM 16: Machinery Exhaust Stack Insulation, Inspect WORK ITEM 17: Temporary Services, Provide - Cutter WORK ITEM 18: Deck Covering (Slip-Resistant), Renew WORK ITEM 19: Tenting, Provide WORK ITEM 20: Superstructure, Preserve iii (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.

iv (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

Coast Guard Drawing 418A-WMSL 100-001, Rev A, General Arrangements

Coast Guard Drawing 418A-WMSL 801-001, Rev A, Booklet of General Plans

Coast Guard Drawing 418A-WMSL-100-001 Rev A General Arrangements

Coast Guard Drawing 418A-WMSL-100-006, Rev -, Inboard and Outboard Profiles

Coast Guard Drawing 418A-WMSL-528-001, Rev A, Plumbing and Interior Deck Drain Diagram

Coast Guard Drawing 418A-WMSL-530-001, Rev B, Potable Water System Diagram

Coast Guard Drawing 418A-WMSL-540-001, Rev A, Fuel Oil Diagram

Coast Guard Drawing 418A-WMSL-540-002, Rev A, Diesel Eng And Gas Turb LO Fill, Trans, &

Service Sys

Coast Guard Drawing 418A-WMSL-551-001, Rev A, Compressed Air Diagram

Coast Guard Drawing 418A-WMSL-593-002, Rev B, Sewage System Diagram

Coast Guard Drawing 418A-WMSL-801-001 Rev , Booklet of General Plan

Coast Guard Drawing 418A-WMSL-801-001 Rev A, Booklet of General Plan

Coast Guard Drawing 418A-WMSL-801-001, Rev -, Booklet of General Plans

Coast Guard Drawing 418a-WMSL-801-001, Rev -; Booklet of General Plans

Coast Guard Drawing 418A-WMSL-801-001, Rev A , Booklet of General Plans

Coast Guard Drawing 418A-WMSL-801-001, Rev A, Booklet of General Plans

Coast Guard Drawing 750-WMSL_100_023, Rev J, Unit 2120 Structure – 1st Pltf to 2nd Deck Fr 35 to

Fr 44 (ASC100212)

Coast Guard Drawing 750-WMSL_100_21, Rev F, Unit 2100 Struct – Inner Bottom – Fr 35 to Fr 44

(ASC100210)

Coast Guard Drawing 750-WMSL_100_23, Rev J, Unit 2120 Structure – 1st Platf to 2nd Deck Fr 35 to Fr

44 (ASC100212)

Coast Guard Drawing 750-WMSL_100_31, Rev K, Unit 2300 Structure – Inner Bottom – Fr 52 to Fr 64

(ASC1000230)

Coast Guard Drawing 750-WMSL-100-062, Rev B, Topside Configuration for NSC 3 Only (AS3100004)

Coast Guard Drawing 750-WMSL-100-36, Rev N, Unit 3110 Structure 1st Platform and Below Frs 65-77

(ASC100311)

Coast Guard Drawing 750-WMSL-100-37, Rev H, Unit 3120 Structure - 1st Platf to 2nd Dk - Fr 64 to Fr

76 (ASC100312)

v (Rev-0)

Coast Guard Drawing 750-WMSL-100-37, Rev H, Unit 3120 Structure – 1st Platf to 2nd Dk- Fr 64 to Fr

76 (ASC100312)

Coast Guard Drawing 750-WMSL-100-37, Rev H, Unit 3120 Structure- 1st Platf to 2nd Dk – Fr 64 To Fr

76 (ASC100312)

Coast Guard Drawing 750-WMSL-100-531, Rev D, Structural Mods Iwo New Aft Folding Cranes, Hamilton, James & Munro

Coast Guard Drawing 750-WMSL-136-500, Rev C, Centerline Talon Grid & Dock Socket Installation

(Talon Grid Mounting Details)

Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication Details Ship

Wide (ASC167001)

Coast Guard Drawing 750-WMSL-259-001, Rev H, Prpln Gas Turbine Air Intake / Exhaust Diagram

(ASC259001)

Coast Guard Drawing 750-WMSL-259-003, Rev G, Main Prop DSL/SS DSL Gen Air Intake/Exhaust

Diagram (ASC259002)

Coast Guard Drawing 750-WMSL-259-006, Rev C, Turbine Combustion Exhaust Arrgt & Supports

Details and L/M Blw 01 Lvl (ASC259004)

Coast Guard Drawing 750-WMSL-259-011, Rev D, Main Engine Combustion Air Intake & Exhaust Arr, Dets & L/M Below 2nd Deck (ASC259009)

Coast Guard Drawing 750-WMSL-259-013, Rev B, Main Engine Combustion Air Intake & Exhaust Arr, Dets & L/M 2nd Deck Up - 02 Lvl (ASC259011)

Coast Guard Drawing 750-WMSL-259-014, Rev C, Main Engine Combustion Air Intake & Exhaust

Supports, Dets & L/M 2nd Deck Up - 02 Lvl (ASC259012)

Coast Guard Drawing 750-WMSL-259-015, Rev D, Mn Engine Comb Air Intake & Exh Arr, Dets & L/M

Abv 02 Lvl (ASC259013)

Coast Guard Drawing 750-WMSL-259-016, Rev B, Main Engine Combustion Air Intake & Exhaust

Supports, Dets & L/M Above a 02 Lvl (ASC259014)

Coast Guard Drawing 750-WMSL-259-019, Rev G, Incin & Dg Intake & Combustion Exhaust Arr, Dets

& L/M, 2nd Dk - 02 Lvl (ASC259017)

Coast Guard Drawing 750-WMSL-259-020, Rev D, Incin & Dg Intake & Combustion Exhaust Sup, Dets

& L/M 2nd Deck - 02 Lvl (ASC259018)

Coast Guard Drawing 750-WMSL-259-021, Rev C, Incin & Dg intake & Combn Exh Arr, Det & L/M

Abv 02 Lvl (ASC259019)

Coast Guard Drawing 750-WMSL-259-022, Rev B, Incin & Dg Intake & Combustion Exhaust Sup, Dets

& L/M Abv 02 Lvl (ASC259020)

Coast Guard Drawing 750-WMSL-300-021, Rev F, Unit 2210 2nd Platform FR 44 To FR 52

Arrangement of Electrical Equipment.

Coast Guard Drawing 750-WMSL-300-022, Rev E, Unit 2220 1st Platform FR 44 to FR 52 Arrangement of Electrical Equipment.

Coast Guard Drawing 750-WMSL-300-024, Rev C, Unit 2240 - Main Dk Fr 44 to Fr 52 Arr of Elect Eqpt

(ASC300224) \

Coast Guard Drawing 750-WMSL-300-026, Rev F, Unit 2310 2nd Platform FR 52 to 64 Arr of Elect

Eqpt (ASC300231) (UNSIGNED)

Coast Guard Drawing 750-WMSL-300-045 Rev E, UNIT 4230 - Mast Arrangement of Electrical

Equipment (ASC300423) (UNSIGNED)

Coast Guard Drawing 750-WMSL-320-002, Rev F, 60 Hz Power Feeder Deck Plan (ASC320002) vi (Rev-0)

Coast Guard Drawing 750-WMSL-320-040, Rev D, Electrical One LINE Diagram (NSC3 - SRD)

(ASC320001C)

Coast Guard Drawing 750-WMSL-320-579, Rev -, Electrical Installations Iwo New Aft Folding Cranes

Coast Guard Drawing 750-WMSL-320-593, Rev, Pwr Sys Mods for MRG/CCG STBY Oil Pumps Vital

Pwr

Coast Guard Drawing 750-WMSL-436-011, Rev E, Fire Detection Sys Deck Plan (ASC436009)

Coast Guard Drawing 750-WMSL-436-013, Rev C, Fire Detection Sys Cable Running Sheets

(ASC436010)

Coast Guard Drawing 750-WMSL-436-014, Rev -, Fire Detection and Control System Schematic

(ASC436028)

Coast Guard Drawing 750-WMSL-441-007 Rev E, MF/UHF/VHF RADIO COMM BLOK DIA

Coast Guard Drawing 750-WMSL-501-004, Rev D, Misc Independent Tanks Design and Details and

L/M (ASC501004)

Coast Guard Drawing 750-WMSL-508-001, Rev C, Piping and Machinery Insulation Schedule and L/M

(ASC508001)

Coast Guard Drawing 750-WMSL-520-001, Rev H, Seawater Cooling System Diagram (ASC520001)

Coast Guard Drawing 750-WMSL-528-001, Rev -, Plmb & Int Dk Drains & Vent Sys Schematic

(ASC528001)

Coast Guard Drawing 750-WMSL-528-007, Rev D, Plumbing & Interior DK Drains and Vent Sys - Unit

1220 (ASC528122-PD)

Coast Guard Drawing 750-WMSL-528-008, Rev C, Plumbing & Interior DK Drains and Vent Sys - Unit

1230 (ASC528123-PD)

Coast Guard Drawing 750-WMSL-528-009, Rev A, Plumbing & Interior Deck Drains and Vent Sys -

Unit 1240 (ASC528124-PD)

Coast Guard Drawing 750-WMSL-528-010, Rev C, Plumbing & Interior DK Drains and Vent Sys - Unit

1310 (ASC528131-PD)

Coast Guard Drawing 750-WMSL-528-011, Rev E, Plumbing & Interior DK Drains and Vent Sys - Unit

1320 (ASC528132-PD)

Coast Guard Drawing 750-WMSL-528-012 Rev D, Plumbing & Interior DK Drains and Vent Sys - Unit

1330 (ASC528133-PD)

Coast Guard Drawing 750-WMSL_528_13, Rev C, Plumbing & Interior DK Drains and Vent Sys - Unit

1340 (ASC528134-PD)

Coast Guard Drawing 750-WMSL-528-14, Rev B, Plumbing & Interior Deck Drains and Vents -Unit

2100 (ASC528210-PD)

Coast Guard Drawing 750-WMSL-528-015, Rev E, Plumbing & Int DK Drains and Vent Unit 2110

(ASC528211-PD)

Coast Guard Drawing 750-WMSL-528-016, Rev E, Plumbing & Interior Deck Drains and Vent System -

Unit 2120 (ASC528212-PD)

Coast Guard Drawing 750-WMSL-528-017, Rev C, Plumbing & Interior DK Drains and Vent Sys Unit

2130 (ASC528213-PD)

Coast Guard Drawing 750-WMSL-528-018, Rev A, Plumbing & Interior Deck Drains and Vent Sys -

Unit 2140 (ASC528214-PD)

Coast Guard Drawing 750-WMSL-528-019, Rev C, Plumbing & Interior DK Drains & Vent Sys - Unit

2220 (ASC528222-PD)

vii (Rev-0)

Coast Guard Drawing 750-WMSL-528-020, Rev C, Plumbing & Interior DK Drains & Vent System -

Unit 2230 (ASC528223-PD)

Coast Guard Drawing 750-WMSL-528-021, Rev A, Plumbing & Interior Deck Drains Unit 2240

(ASC528224-PD)

Coast Guard Drawing 750-WMSL_528_22, Rev E, Plumbing & Interior Deck Drains and Vent System -

Unit 2320 (ASC528232-PD)

Coast Guard Drawing 750-WMSL-528-023, Rev E, Plumbing & Interior DK Drains and Vent Sys-Unit

2330 (ASC528233-PD)

Coast Guard Drawing 750-WMSL-528-024, Rev C, Plumbing and Interior Deck Drains and Vent Sys -

Unit 2340 (ASC528234-PD)

Coast Guard Drawing 750-WMSL-528-025, Rev F, Plumbing & Interior DK Drains and Vent Sys Unit

3110 (ASC528311-PD)

Coast Guard Drawing 750-WMSL-528-026, Rev E, Plumbing & Interior Deck Drains and Vent Sys Unit

3120 (ASC528312-PD)

Coast Guard Drawing 750-WMSL-528-027, Rev D, Plumbing & Interior DK Drains and Vent Sys- Unit

3130 (ASC528313-PD)

Coast Guard Drawing 750-WMSL_528_28, Rev C, Plumbing & Interior Deck Drains and Vent System

Unit 3140 (ASC528314-PD)

Coast Guard Drawing 750-WMSL-528-029, Rev B, Plumbing & Interior DK Drains and Vent Sys Unit

3210 (ASC528321-PD)

Coast Guard Drawing 750-WMSL-528-030, Rev C, Plumbing & Interior DK Drains and Vent Sys - Unit

3220 (ASC528322-PD)

Coast Guard Drawing 750-WMSL-528-031, Rev C, Plumbing & Interior DK Drains and Vent Sys Unit

3230 (ASC528323-PD)

Coast Guard Drawing 750-WMSL_528_32, Rev B, Plumbing & DK Drains and Vent Sys Unit 3240

(ASC528324-PD)

Coast Guard Drawing 750-WMSL-528-033, Rev B, Plumbing & Interior DK Drains and Vent Sys Unit

3330 (ASC5283333-PD)

Coast Guard Drawing 750-WMSL-528-034, Rev B, Plumbing & Interior DK Drains & Vent System Unit

4110 (ASC528411-PD)

Coast Guard Drawing 750-WMSL-528-035, Rev A, Plumbing & Interior DK Drains & Vent Sys - Unit

4120 (ASC528412-PD)

Coast Guard Drawing 750-WMSL-528-036, Rev D, Plumbing & Interior DK Drains and Vent Sys Unit

4210 (ASC528421-PD)

Coast Guard Drawing 750-WMSL-528-037, Rev B, Plumbing & Interior DK Drains and Vent Sys-Unit

4220 (ASC528422-PD)

Coast Guard Drawing 750-WMSL-528-038, Rev A, Plumbing & Interior Deck Drains & Vent Sys Unit

4230 (ASC528423-PD)

Coast Guard Drawing 750-WMSL-528-039, Rev C, Plumbing & Interior DK Drains and Vent Sys - Unit

4310 (ASC528431-PD)

Coast Guard Drawing 750-WMSL_528_40, Rev D, Plumbing & Interior DK Drains and Vent System -

Unit 4420 (ASC528422-PD)

Coast Guard Drawing 750-WMSL-530-019, Rev E, Potable Water Unit 3120 (ASC530312-PW)

Coast Guard Drawing 750-WMSL-551-001, Rev D; Compressed Air Diagram

Coast Guard Drawing 750-WMSL-572-002, Rev D, Elevator Arr & Instl (ASC572002) viii (Rev-0)

Coast Guard Drawing 750-WMSL-582-002, Rev H, Mooring and Towing Arrangement (ASC 582002)

(Unsigned)

Coast Guard Drawing 750-WMSL-583-508, Rev -, Installations IWO Aft Folding Cranes

Coast Guard Drawing 750-WMSL-588-006, Rev E, Helo Capture/Handling Arrangement & Instl Dets

(ASC588005)

Coast Guard Drawing 750-WMSL-593-009, Rev B, Sewage System Schematic (ASC593020)

Coast Guard Drawing 750-WMSL-593-011, Rev B, Solid Waste System Schematic (ASC593026)

Coast Guard Drawing 750-WMSL-593-016, Rev -, Sewage System Unit 1240 (ASC593124-Ss)

Coast Guard Drawing 750-WMSL-593-019, Rev C, Sewage System - Unit 1320 (ASC593132-Ss)

Coast Guard Drawing 750-WMSL-593-021, Rev B, Sewage System Unit 1330 (ASC593133-Ss)

Coast Guard Drawing 750-WMSL-593-023, Rev B, Sewage System Unit 1340 (ASC593134-Ss)

Coast Guard Drawing 750-WMSL-593-027, Rev D, Sewage System Unit 2120 (ASC593212-Ss)

Coast Guard Drawing 750-WMSL-593-029, Rev C, Sewage System Unit 2130 (ASC593213-Ss)

Coast Guard Drawing 750-WMSL-593-031, Rev B, Sewage Systems Unit 2140 (ASC593214-Ss)

Coast Guard Drawing 750-WMSL-593-035, Rev B, Sewage System-Unit 2220 (ASC593222-Ss)

Coast Guard Drawing 750-WMSL-593-037, Rev B, Sewage System Unit 2230 (ASC593223-Ss)

Coast Guard Drawing 750-WMSL-593-043, Rev B, Sewage System Unit 2320 (ASC593232-Ss)

Coast Guard Drawing 750-WMSL-593-045, Rev B, Sewage System Unit 2330 (ASC593233-Ss)

Coast Guard Drawing 750-WMSL-593-047, Rev C, Sewage System Unit 2340 (ASC593234-Ss)

Coast Guard Drawing 750-WMSL-593-051, Rev B, Sewage System Unit 3120 (ASC593312-Ss)

Coast Guard Drawing 750-WMSL-593-053, Rev B, Sewage System Unit 3130 (ASC593313-Ss)

Coast Guard Drawing 750-WMSL-593-055, Rev B, Sewage System Unit 3140 (ASC593314-Ss)

Coast Guard Drawing 750-WMSL-593-057, Rev A, Sewage System Unit 3220 (ASC593322-Ss)

Coast Guard Drawing 750-WMSL-593-059, Rev B, Sewage System Unit 3230 (ASC593323-Ss)

Coast Guard Drawing 750-WMSL-593-064, Rev A, Sewage System Unit 4110 (ASC593411-Ss)

Coast Guard Drawing 750-WMSL-593-067, Rev B, Sewage System Unit 4210 (ASC593421-Ss)

Coast Guard Drawing 750-WMSL-593-069, Rev B, Sewage System Unit 4220 (ASC593422-Ss)

Coast Guard Drawing 750-WMSL-593-072, Rev A, Sewage System Unit 4310 (ASC593431-Ss)

Coast Guard Drawing 750-WMSL-593-082, Rev B, Sewage System Unit 2240 (ASC593224-Ss)

Coast Guard Drawing 750-WMSL-593-088, Rev A, Sewage System Unit 4420 (ASC593442-Ss)

Coast Guard Drawing 750-WMSL-593-093, Rev A, Sewage System Unit 2140 (AS3593214-Ss)

Coast Guard Drawing 750-WMSL-635-001, Rev -, Thermal & Acoustic Insulation (ASC635001)

Coast Guard Drawing 750-WMSL-635-002, Rev K, Insulation Arr & Details Thermal, Acoustic, & Fire

(ASC635002)

Coast Guard Drawing 750-WMSL-750-WMSL-167-003, Rev C, Hatch & Scuttle List. Ship Wide (NSC 1

& 2 Only) (ASC167003)

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

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

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

Coast Guard Fleet Drawing FL-1702-11, Rev -, Inspection of Sheaves

NAVSEA Drawing 803-1623058, Rev G, Scuttle, WT, Raised Quick Acting, 25 Dia 27 & 18 psi-

Arrangement ix (Rev-0)

COAST GUARD PUBLICATIONS

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

Manual

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

Coast Guard Technical Publication (TP) 7001, SWSB 436, May 2007, Fire Detection System

Coast Guard Technical Publication (TP) 7065, SWBS 582, Jun 2007, Forward & Aft Capstan - Model

20834

Coast Guard Technical Publication (TP) 7073, 26 Sept 2017 Reduction Gear - TYPE AS 2/250-AS 198F

Coast Guard Technical Publication (TP) 7103, 10-OCT-07, Automatic Transfer Switches - 7000 Series -

Users Guide

Coast Guard Technical Publication (TP) 7108A, SWBS 573, Jan 2022, Stores Elevator – Model 20833 –

Operation & Maintenance Manual

Coast Guard Technical Publication (TP) 7119, SWBS 311, Mar 2021, Ship Service Diesel Generators

Model 3512B

Coast Guard Technical Publication (TP) 7170, SWBS 593, May 2013, Incinerator - Type Atlas 600 S WS

& Diesel oil Tank - Type 600 - Installation, Operation & Maintenance Manual

Coast Guard Technical Publication (TP) 7184, SWBS 593, Jan 2022, Vacuum Sewage System –

Operation, Maintenance & Parts List

Coast Guard Technical Publication (TP) 7368C, SWBS 311, Apr 2021, Ship Service Diesel Generators

(SSDG) Model 3512B Parts Manual

Coast Guard Technical Publication (TP) 7702, SWBS 441, March 2012, UHF SATCOM Dual Antenna

System - MODEL AV 2098-2 - Instruction Manual

Coast Guard Technical Publication (TP) 7727, SWBS 441, May 2012, VHF ANTENNA - MODEL SB-

102/1A

Coast Guard Technical Publication (TP) 7903, SWBS 583, Oct 2021, Aft Boat handling system –Model

FB90-28

Coast Guard Technical Publication (TP) 7946, SWBS 593, Sep 2016, Incineration Plant - Installation, Operation, Maintenance & Spare Parts

Coast Guard Technical Publication (TP) 7999, SWBS 588, Mar 2015, Talon Helicopter Landing Grid –

Type 18-08

Coast Guard Technical Publication (TP) 9770, SWSB 436, Oct 2018, Fire Detection System

General Requirements for Drawing Preparation

NOTE

OTHER REFERENCES

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

Requirements

Surface Forces Logistics Center Standard Specification 0085 (SFLC Std Spec 0085), 2020, Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2020, Shipboard

Electrical Cable Test

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

Electrical Cable Removal, Relocation, Splice, Repair, and Installation x (Rev-0)

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

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

Surface Forces Logistics Center Standard Specification 3100 (SFLC Std Spec 3100), 2020, Inspect, Test and Recondition AC Synchronous Generator in-Place

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, Requirement for Preservation of Ship Structures

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 8635 (SFLC Std Spec 8635), 2020, Temporary

Services

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

Hull Accesses

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2020, Bare Metal Power Tool Cleaning

Tips and Techniques for Keeping WT Closures Shipshape, 2017, Juniper Industries, Inc.

Welding and Allied Processes

OTHER REFERENCES

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

American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2019, Disinfection of Water-Storage Facilities

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

Components - Health Effects

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2020, Personnel Qualification and Certification in Nondestructive Testing

American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2020, 2020, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel

American Society for Testing and Materials (ASTM) International F1508, 2010, Standard Specification for Angle Style, Pressure Relief Valves for Steam, Gas, and Liquid Services

American Society of Mechanical Engineers (ASME) A17.2, Guide for the Inspection of Elevators, Escalators and Moving Walks

American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and

Welding End

ANSI/EASA Standard AR100-2020, Recommended Practice for the Repair of Rotating Electrical

Apparatus.

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

ASTM International (ASTM) F1836M, Reapproved 2007, Standard Specification for Stuffing Tubes, Nylon and Packing Assemblies (Metric)

ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates

ASTM Internationals (ASTM) G46, 2018, Standard Guide for Examination and Evaluation of Pitting

Corrosion xi (Rev-0)

Code of Federal Regulations (CFR) Title 29, Part 1910, 2017, Occupational Safety and Health Standards

Code of Federal Regulations (CFR) Title 29, Part 1915, 2013, Occupational Safety and Health Standards for Shipyard Employment

Code of Federal Regulations (CFR) Title 29, Part 1915, Jul 2013, Occupational Safety and Health

Standards for Shipyard Employment

Code of Federal Regulations (CFR) Title 29, Part 1915, Subpart E, Sep 2015, Scaffolds, Ladders and

Other Working Surfaces

Code of Federal Regulations (CFR) Title 40, 2013, Protection of the Environment

MIL-A-46106, Jun 1992, Adhesive-Sealant, Silicone, RTV, One-Component

MIL-C-12226, Aug 1993, Cover, Toxicological Agents Protective Gas Mask Hood, Cooling

MIL-DTL-24643, Aug 2007, Cables and Cords, Electric, Low Smoke, For Shipboard Use, General

Specification for

MIL-PRF-24176C, 2020, Cement, Epoxy, Metal Repair and Hull Smoothing

MIL-PRF-24667D, 2021, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application

MIL-STD-1310, Jun 2009, Standard Practice for Shipboard Bonding, Grounding and other Techniques for Electromagnetic Compatibility and Safety

MIL-STD-1689A, 1990, Fabrication, Welding, and Inspection of Ships Structure

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)

National Fire Protection Association (NFPA) 72, 2019 Edition, National Fire Alarm and Signaling Code

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 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) Surface Preparation Specification No.11 (SSPC-SP 11), 2013, Power Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2016, Bare Metal Power Tool Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2020, Bare Metal Power Tool Cleaning

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

Standard SSPC-SP 10 (WAB)/NACE WAB-2, 2015, Near-White Metal Wet Abrasive Blast

Cleaning

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

Standard SSPC-SP 6 (WAB)/NACE WAB-3, 2015, Commercial Abrasive Blast Cleaning

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

10/NACE No.2, 2007, Near-White Blast Cleaning xii (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)

9 N Guide Roller PN: J184796

NSN: 3990-01-686-7227

4 ea. 2,800.00

9 N Wire Rope PN: J188017

NSN: 4140-01-686-9981

1 ea. 2,000.00

9 N Wire Rope PN: 188005

NSN: 4010-01-561-8614

4 ea. 702.00

11 Y *CB-OTH Mark IV

(Coast Guard Drawing

26B-CB-IV-801-001)

N/A 1 ea. N/A

11 Y *Long Range

Interceptor II (LRI-II)

Cutter Boat

N/A 1 ea. N/A

12 N Fixation Bolt NSN: 5305-14-537-6930 24 ea. 30.00

12 N Jacking Bolt NSN: 5305-14-463-7787 6 ea. 22.00

12 N Stanchion NSN: 5307-14-534-8081 15 ea. 110.00

12 N Nut, Self Locking NSN: 5310-14-534-8082 130 ea. 22.00 *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 xiii (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 Tanks (Aviation Fuel Service), Clean and Inspect

3 Tanks (Potable Water), Clean and Inspect

7 Fire Detection System, Inspect and Test

11 Folding Boom Cranes, Biennial Maintenance, Perform

13 Grey Water Piping, Clean and Flush

14 Sewage Piping, Clean and Flush

15 Incinerator Clean, Inspect and Test

16 Machinery Exhaust Stack Insulation, Inspect xiv (Rev-0)

PRINCIPAL CHARACTERISTICS

418' WMSL

PHYSICAL

Length overall 418' 0"

Length between perpendiculars 390' 0"

Maximum beam 54' 0"

Beam @ 01 level 47' 9-1/8"

Depth (01 level @ side to baseline) 39' 2-3/4"

01 deck camber foredeck 1/4" in 1'-0"

Minimum berth depth 20' 0"

Height of highest projection Approximately 119'

Draft, design 14.40'

Design displacement 3925 long tons

MACHINERY

Two diesel engines MTU 20V, 20-cylinder 9,730 SHP each

One gas turbine General Electric LM2500; 29,500 SHP

Type of propulsion CODAG

Electrical system 24 Volt DC

Two controllable pitch propellers Rolls-Royce 5 blade, 14' 0" diameter; 229 RPM max

Two reduction gears RENK

One cross connect gear RENK

HULL

Hull material 5086 Aluminum

HSLA-80 Steel

ABS EH 36 Steel

ABS AH 36

Frame spacing

FWD of FR 9 2' 3"

FR 9 to FR 10 6' 9"

FR 10 to FR 98 4' 1"

FR 98 to FR 99 3'-8"

ELECTRICAL

Power Three 1360 kW, 450 V, 60 Hz, 3 Phase, 1800 RPM Caterpillar 3512B diesel engines with Baylor ship service generators

Shore tie cable Seven MIL-C-24368/2 (NATO) shore power receptacles, 400 A each

TANK CAPACITIES

Diesel oil 220,359 gal

Fresh water 12,454 gal

JP-5 Fuel 35,182 gal

1 (Rev-0)

00000_0222_FLT

REC_00000_FLT_Commercial Project @ CG Facility (0121)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at a Coast Guard 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.

2 (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:

3 (Rev-0)

3.5.1 USCG facilities. The Contractor must provide and maintain environmental protection as defined in SFLC

Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, 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.

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is 7690390037.

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.

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 B, Requirements For

4 (Rev-0)

Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.6 Additional Requirements. The Contractor must be aware of the following:

3.5.6.1 No Contractor or Subcontractor must have the authority to sign a Hazardous Waste Manifest using the

Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast

Guard facility without COR or KO-approval.

3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor must prepare for and comply with local and state regulations.

3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor must furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.

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:

“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, 5 (Rev-0) 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.

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.

6 (Rev-0)

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

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

7 (Rev-0) 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 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…