Attachment A- Specification STONE (WMSL-758) REV0.pdf

USCGC STONE (WMSL 758)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2026

(Rev-0, 22 January 2026)

USCGC STONE (WMSL-418) DOCKSIDE AVAILABILITY FY2026

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. ix Consolidated List of Critical Inspection Items .............................................................................................xi Principal Characteristics ............................................................................................................................. xii General Requirements WORK ITEM 1: Cargo Handling Elevator, Annual Inspection and Test, Perform WORK ITEM 2: Fire Detection System, Inspect and Test WORK ITEM 3: Stern Boat Launch and Recovery, Level II WORK ITEM 4: Potable Water Pneumatic Tank, Clean and Inspect WORK ITEM 5: Dewatering Overboard Discharge Connections, Install WORK ITEM 6: Tanks, Clean and Inspect WORK ITEM 7: Talon Grid (Type 18-08), Inspect and Test WORK ITEM 8: Deck Covering (Slip-Resistant) Flight Deck, Renew WORK ITEM 9: Deck Covering (Slip-Resistant) Hangars, Renew WORK ITEM 10: Deck Covering (Slip-Resistant) Renew WORK ITEM 11: Tenting, Provide WORK ITEM 12: Decks, Preserve Full WORK ITEM 13: Deck Covering (Polymeric), Renew WORK ITEM 14: Deck Covering (Polymeric), Repair and Seal WORK ITEM 15: Fan Conduit Box, Renew WORK ITEM 16: OPTIONAL - Welding, Provide (General) WORK ITEM 17: QAWTDBLD 52x66 (Mafo), Replace WORK ITEM 18: Fire Prevention, Provide 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 B, General Arrangements

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

Coast Guard Drawing 750-WMSL-100-017, Rev L, Unit 1310 Structure – Inner bottom to 1st Platform - Fr 22 to Fr 35 (ASC100131)

Coast Guard Drawing 418A-WMSL-100-055, Rev H, Unit 4130 Structure 03 Level Pilot House

Coast Guard Drawing 418A-WMSL-101-001, Rev B, Compartment and Access Drawing

Coast Guard Drawing 418A-WMSL-167-004, Rev A, Structural Door List, Ship Wide

Coast Guard Drawing 418A-WMSL-512-001, Rev D, HVAC System Diagram

Coast Guard Drawing 418A-WMSL-512-049, Rev C, Vent Arr Stack Unit 4320

Coast Guard Drawing 418A-WMSL-530-001, Rev G, Potable Water Systems Diagram

Coast Guard Drawing 418A-WMSL-588-001, Rev A, Aviation Facilities General Arrangements

Coast Guard Drawing 418A-WMSL-600-001, Rev A, Climber Safety Anchor Point Mods

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

Coast Guard Drawing 750-WMSL_085_25, Rev -, Compartment Areas & Volumes NSC 3 & Follow

Coast Guard Drawing 750-WMSL_100_018 Rev L, Unit 1320 structure - 1st platform to 2nd Deck FR

22 TO FR 35 (ASC100132) (UNSIGNED)

Coast Guard Drawing 750-WMSL-100-026, Rev H, Unit 2200 Structure – Inner Bottom – Fr 44 to Fr 52

(ASC100220)

Coast Guard Drawing 750-WMSL-100-035, Rev L, Unit 2340 Structure Main Deck to 01 Level - Fr 52 to Fr 64 (ASC100234)

Coast Guard Drawing 750-WMSL-100-039, Rev M, Unit 3140 Structure Mn Dk to 01 Lvl - Fr 64 to Fr

76 (ASC100314)

Coast Guard Drawing 750-WMSL-100-043, Rev L, Unit 3240 - Main Deck to 01 Level - Fr 76 to Fr 82

(ASC100324)

Coast Guard Drawing 750-WMSL-100-050, Rev K, Unit 4230 Structure - Mast (ASC100423)

Coast Guard Drawing 750-WMSL 100-084, Rev -, Topside Configuration for NSC 6 & Follow

Coast Guard Drawing 750-WMSL_100_088, Rev A, General Arrangement NSC 9 and Follow

Coast Guard Drawing 750-WMSL-100-089, Rev A, Topside Configuration for NSC 8 and Follow

(AS8100004)

v (Rev-0)

Coast Guard Drawing 750-WMSL 100-090, Rev A, General Arrangements NSC 7 and Follow

(AS7100001)

Coast Guard Drawing 750-WMSL-100-525, Rev K, Unit 3140 Structure Mn Dk to 01 Lvl - Fr 64 to Fr 76

(ASC100314)

Coast Guard Drawing 750-WMSL-100-526, Rev H, Unit 3240 - Main Deck to 01 Level - Fr 76 to Fr 82

(ASC100324)

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

Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication Details Ship Wide (ASC167001)

Coast Guard Drawing 750-WMSL-320-020, Rev H, Power System HVAC Deck Plan

Coast Guard Drawing 750-WMSL-320-537, Rev -, Power System HVAC Deck Plan

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-436-510, Rev -, Fire Detection Sys Deck Plan (ASC436009)

Coast Guard Drawing 750-WMSL-529-501, Rev B, Dewatering Ovbd Discharge Connections

Coast Guard Drawing 750-WMSL-530-019, Rev E, Potable Water Unit 3120 (ASC 530312-PW)

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

Coast Guard Drawing 750-WMSL-583-004, Rev K, Stern Launch & Recovery Arrangement & Details

(ASC583004)

Coast Guard Drawing 750-WMSL-583-504, Rev E, Stern Launch & Recovery Arrangement & Details

(ASC583004)

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

(ASC588005)

Coast Guard Drawing 750-WMSL-588-503, Rev E, Tie Down Installation for Navy H60S/H60R Helo (Waesche Only)

Coast Guard Drawing 750 WMSL 588-504, Rev B, Tie Down Installation for Navy H60S/H60R Helo (Stratton)

Coast Guard Drawing 750-WMSL-612-003, Rev D, Helo Landing Area Safety Nets & Wheel Stops Arr and Details (ASC612003)

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-635-502, Rev -, Insulation Arr & Details Thermal, Acoustic, & Fire (WMSL-754 & Follow)

Coast Guard Drawing 750-WMSL-801-021, Rev -, Booklet of General Plans (NSC 9 ONLY)

Coast Guard Drawing FL-1702-11, Rev -, Inspection Of Sheaves

NAVAIR Drawing 627927, Rev C, Visual Landing Aids Installation and Clearance Requirements

NAVAIR Drawing 627927, Rev D, Visual Landing Aids Installation and Clearance Requirements

NAVSEA Drawing 167-7379842, Rev A, Procedure & Welding Sequence for Non-Ballistic, Watertight & Airtight Quick Acting or Individually Dogged Personnel Doors

NAVSEA Drawing 803-1385828, Rev P, Nozzles AFFF and Washdown Systems vi (Rev-0)

NAVSEA Drawing 803-5184182, Rev C, Insulation, Passive Fire Protection- Installation Details

NAVSEA Drawing 803-6397268, Rev B, Doors Watertight, Quick Acting Arrangement

NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation for Compartments Installation Details

WMSL MH-60R/S Hangar Painting Guidance, 2018, Schlemmer G.W., AIR 4.8.1.5

COAST GUARD PUBLICATIONS

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2024, Personnel Qualification and Certification in Nondestructive Testing

American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2024, 2024, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel

American Welding Society (AWS) B1.10M/ B1.10, 2016, Guide for Nondestructive Examination of Welds American Welding Society (AWS) B1.11M/B1.11, 2015, Guide for the Visual Examination of Welds

American Welding Society (AWS) D1.1/D1.1M, 2025, Structural Welding Code – Steel

Base Charleston Instruction 11000.1, Feb 2025, Base Charleston Safety and Environmental Compliance

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

Coast Guard Technical Publication (TP) 7001, SWBS 436, May 2007, Fire and Smoke Detection System (series)

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

Coast Guard Technical Publication (TP) 7809, SWBS 583, Apr 2021, Boat Retrieval Equipment – Boat Hoist, Centerline & Carriage Winches

Coast Guard Technical Publication (TP) 7999, SWBS 588, 2015, Talon Helicopter Landing Grid - Type 18-08

Coast Guard Technical Publication 7082 (TP 7082), SWBS 533, 01 May 2025, Potable and Chilled Water Tanks

Coast Guard Technical Publication S6435-TL-MMI-010 (TP S6435-TL-MMI-010), 15 February 2015, Angle Relief Valve, Type D50 – Description, Operation, and Maintenance – Rev 9

Coast Guard Techniques, Tactics, and Procedures 4-11.10B (CGTTP 4-11.10B), March 2024, Water Supply and Wastewater Disposal (WSWD) Tactics, Techniques, and Procedures (TTP)

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

Commandant Instruction Manual M5100.47 (COMDTINST M5100.47), February 2022, Safety and Environmental Health Manual

Fire Prevention and Response

Mafo Document C9402709, 2022, Parts List

Mafo Drawing C9402709, Rev B, Mafo Door : W=52” x H=66” (W=1320 x H=1676)

Mafo Process Guide 013, 2022, Mafo Installation Instruction, Double Door

MIL-DTL-32585A w/ Amendment 1, 2023, Insulation, Thermal and Acoustic, Fibrous Glass

MIL-PRF-1149E, 2019, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness

MIL-PRF-32482A, 2020, Watertight Door, Quick-Acting, Interior

MIL-PRF-900, 2020, Rubber Gasket Material, 45 Durometer Hardness

MIL-STD-1689A, 1990, Fabrication, Welding, and Inspection of Ships Structure vii (Rev-0)

Naval Sea Systems Command (NAVSEA) 0640-LP-119-0175, 2019, NAVSEA OP 4 Rev 12, Ammunition and Explosives Safety Afloat

NOTE

OTHER REFERENCES

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

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

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2022, Shipboard Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2022, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation

Surface Forces Logistics Center Standard Specification 3100 (SFLC Std Spec 3100), 2022, Inspect, Test and Recondition AC Synchronous Machines In-Place

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

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

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

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2022, Install Interior Deck Covering Systems

Talon Strength and Load Test, No 58817-3-200A, Rev A, 2011, Northrop Grumman Ship Systems, Inc.

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

OTHER REFERENCES

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2024, Personnel Qualification and Certification in Nondestructive Testing

American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2024, 2024, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel

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

American Welding Society (AWS) B1.10M/ B1.10, 2016, Guide for Nondestructive Examination of Welds

American Welding Society (AWS) B1.11M/B1.11, 2015, Guide for the Visual Examination of Welds

American Welding Society (AWS) D1.1/D1.1M, 2025, Structural Welding Code – Steel

American Welding Society (AWS) D1.2/D1.2M, 2014, Structural Welding Code - Aluminum

American Welding Society (AWS) D1.6/D1.6M:2017, Structural Welding Code - Stainless Steel

American Welding Society, AWS D1.2-96, 1996, Structural Welding Code, Steel

ASTM International (ASTM) D1730-09, 2020, Standard Practices for Preparation of Aluminum and Aluminum-Alloy Surfaces for Painting

ASTM International (ASTM) D3359-23, 2023, Standard Test Methods for Measuring Adhesion by Tape Test viii (Rev-0)

ASTM International (ASTM) D5363-16, 2016, Standard Specification for Anaerobic Single-Component Adhesives (AN)

ASTM International (ASTM) E1901-23, 2023, Standard Guide for Detection and Evaluation of Discontinuities by Contact Pulse-Echo Straight-Beam Ultrasonic Methods

ASTM Internationals (ASTM) E165/E165M-23, 2023, Standard Practice for Liquid Penetrant Examination for General Industry

ASTM Internationals (ASTM) E797/E797M-21, 2021, Standard Practice for Measuring Thickness by Manual Ultrasonic Pulse-Echo Contact Method

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

ASTM Internationals (ASTM) G46-21, 2021, Standard Guide for Examination and Evaluation of Pitting Corrosion

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

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

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

DCN Drawing MEGAHRDE82100, Rev C, Landing Grid Type 18-08 Characteristics and Interfaces

MIL-C-24757, Nov 1990, Cloth, Fiberglass, Coated

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

Military Specification MIL-DTL-15024, November 1997, General Specification for Plates, Tags, and Bands for Identification of Equipment

MIL-PRF-16173E w/Interim Amendment 2, 2017, Corrosion Prevention Compound, Solvent Cut Back, Cold Application

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

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

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

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

National Fire Protection Association (NFPA) 72, 2022 Edition, National Fire Alarm and Signaling Code

NAVAIR ENGCEN Bulletin 1, Rev J; Air Capable Ship Aviation Facilities Resume

NAVAIR SI-ACS-AFB-1P, 2020, Air Capable Ship Aviation Facility Certification No. 1P

Naval Sea Systems Command (NAVSEA) 0640-LP-119-0175, 2019, NAVSEA OP 4 Rev 12, Ammunition and Explosives Safety Afloat

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for Fabrication, Welding, and Inspection of Submarine Structure

Navy Medicine Manual P-5010-6 (NAVMED P-5010-6), January 2022, Manual of Naval Preventive Medicine Water Quality Afloat

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.3 (SSPC-SP 3), 2024, Power Tool Cleaning

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

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 ix (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)

3 N Spring, Sheave NSN: 5360-01-672-8829 PN:

P2-965-0024 8 ea. 185.00

3 N Pins, Spring NSN: 5315-01-672-8220 PN:

B2-066-0056

8 ea. 400.00

3 N Pins, Cotter NSN: 5315-01-672-8187 PN:

81-E-0628

8 ea. 1.50

3 N Flat Washer, 2 ½” Nominal, TY A 5” OD x 2 5/8” ID x 0.238”

THK

NSN: 5310-01-672-8737 PN:

61-E-16

8 ea. 1.50

3 N Jacking Bolt, Sheave NSN: 5306-01-672-9033 PN:

B2-033-0026

8 ea. 275.00

3 Y *CB-OTH Mark IV N/A 1 ea. N/A 3 Y *Long Range

Interceptor II N/A 1 ea. N/A

4 N Bladder, Water NSN: 4510-01-601-2564 P/N:

660603996

1 ea. $3,418

7 N Stanchion Bolts, (ST

STL, ~NF EN ISO

4270, CHc M14x2)

NSN: 5307-14-534-8081 (DCN

MEGAHRDE82100, Item 3)

15 ea. 120.00

7 N Stanchion Lock Nuts, (ST STL, ~NF EN ISO

4270, CHc M14x2)

NSN: 5310-14-534-8082 (DCN

MEGAHRDE82100, Item 4)

129 ea. 24.00

7 N Fixation Bolts, (ST

STL, NF EN ISO

4270, CHc M16x2- 60/44)

NSN 5305-14-537-6930 (DCN

MEGAHRDE82100, Item 5)

24 ea. 40.00

7 Y Jacking Bolts, (ST

STL, NF EN 24017,

HM16x2-100/100)

NSN 5305-14-463-7787 (DCN

MEGAHRDE82100, Item 7)

6 ea. 24.00

17 N Mafo Door W=52 in x H=66 in (W=1320 x

H=1676) Mafo C9402709, Mafo Naval Closures B.V., Netherlands (including associated frame/coaming and fitting) Painted w/ Powder

Coating, White 17925

ACN: 2040-01-F21-6379

(Mafo P/N C9402709)

2 ea. $123,500 incl. S&H

17 N Microtherm OS-1000R

MT OS-1000R

Promat P/N 262175 13 ea $153.90 x (Rev-0)

1200x600x10.5 mm HYB Bilge

17 N GC PSA Tape 50mm (32.92m/RL)

Promat P/N 6015809 1 ea $90.00

*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 Service Center xi (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

2 Fire Detection System, Inspect and Test

6 Tanks, Clean and Inspect

7 Talon Grid (Type 18-08), Inspect and Test

8 Deck Covering (Slip-Resistant) Flight Deck, Renew

9 Deck Covering (Slip-Resistant) Hangar, Renew

10 Deck Covering (Slip-Resistant) Renew

11 Tenting, Provide

12 Deck, Preserve Full xii (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_0725_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

Base Charleston Instruction 11000.1, Feb 2025, Base Charleston Safety and Environmental Compliance

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

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

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

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

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

OTHER REFERENCES

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

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for Fabrication, Welding, and Inspection of Submarine Structure

2 (Rev-0)

3. REQUIREMENTS

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

3.1.1 Upon request of the COR, the Contractor must provide credentials and qualifications for anyone that is testing spaces for Paragraph 3.3.1.2 of SFLC Std Spec 0000.

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

NOTE

NAVSEA drawings listed will be available FOR INSPECTION ONLY from the Coast Guard Port Engineer post-award. SFLC will not redistribute NAVSEA documents.

Contractors can apply to NAVSEA headquarters directly for copies.

3.2 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 (Rev-0)

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

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

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

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

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

NOTE

NAVSEA approval is NOT required for welding procedures submitted but the procedures must be reviewed and shown to satisfy the requirements set forth in NAVSEA TP 1688, by a welding regulatory agency. The requirements for welding Strenx 900 are considered the same as those for welding HY-130.

3.5 Environmental protection requirements. The Contractor must adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000 and BASECHARINST 11000.1:

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 and Base Charleston Instruction 11000.1, 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

4 (Rev-0)

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.

3.5.5.5 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.

3.5.5.6 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 BASECHARINST 11000.1 for local instructions about operating on Base Charleston.

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

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

3.7.2 SFLC Standard Specification 0000: Add paragraph 3.2.3.1.2 to state, “Severe Inclement Weather. The Contractor must include a definition for “Severe Inclement Weather” in their plan covering, at minimum, Sustained Wind Speed, Duration, and Gust Strength.

4. NOTES

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

5 (Rev-0)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK

ITEM #

WORK ITEM TITLE

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

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

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

CHECKPOINT 2 - PAINT STORAGE

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

CHECKPOINT 3 - AMBIENT CONDITIONS

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

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

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

CHECKPOINT 4 - PRE-SURFACE PREPARATION

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

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

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

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

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

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

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

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

CHECKPOINT 9 – FINAL INSPECTION

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

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

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

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

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

CHECKPOINT 10 – RECORD KEEPING

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

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

NAME OF CG REPRESENTATIVE SIGNATURE UNIT DATE/TIME

6 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL #

WORK

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

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER

COAT, BARRIER COAT, TOP

COAT, ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFAC

E

AMBIEN

T | DP -

SURFACE |

7 (Rev-0)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

LOCATION OF WORK (FRAME REFERENCES) AREA (SQFT)

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/AMPP No. 2

SSPC-SP WJ-2/AMPP WJ-2

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

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

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

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

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

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

TIME

8 (Rev-0)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/AMPP No. 2

SSPC-SP WJ-2/AMPP WJ-2

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

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

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

SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

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

Mean Reading (mils)

9 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL # WORK

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

10 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL #

WORK ITEM

COATING MFG PRODUCT NAME

BATC

H #

INDUCTI

ON TIME

COATING SYSTEM

SEQUENCE

(PRIMER/TOUCHUP/3RD

COAT, ETC.)

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

SPOT 1 2 3 4 5

AVERAGE

VALUE

*BASE METAL READING

(BMR)

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

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

11 (Rev-0)

4.2 Tank and Void Assessment form.

12 (Rev-0)

13 (Rev-0)

57301_TAB_0325_418

WORK ITEM 1: Cargo Handling Elevator, Annual Inspection and Test, Perform

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect and perform annual preventive maintenance on the cargo handling elevator.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

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

COAST GUARD PUBLICATIONS

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

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

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2022, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, And Installation

Surface Forces Logistics Center Standard Specification 3100 (SFLC Std Spec 3100), 2022, Inspect, Test and Recondition AC Synchronous Machines In-Place

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

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

OTHER REFERENCES

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

3. REQUIREMENTS

3.1 General.

14 (Rev-0)

3.1.1 CIR.

None.

3.1.2 Tech Rep. The Contractor must provide the services of a qualified Tech Rep, who is familiar with the Jered Industries Cargo Elevator (i.e. Model 20833) to accomplish the following, on site:

Advise on manufacturer's proprietary information pertinent to the system.

Assist with repair and renewing the Cargo Elevator parts.

Ensure compliance with manufacturer's procedures and standards during disassembly, inspection, and reassembly of the system.

3.1.2.1 Ensure the Tech Rep has experience with the system/equipment stated above and demonstrated on their résumé.

3.1.2.2 Submit the name and résumé of the Tech Rep to the COR at the Arrival Conference.

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

3.1.4 Interferences. The Contractor must handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the following:

Electrical wiring

CAUTION

See Coast Guard Technical Publication 7108A Safety summary for specific warnings and caution notes to ensure safety of personnel and equipment.

WARNING

The work and inspections specified require that the elevator doors be opened and that the inspector examine items located within the trunk. Failure to observe/implement safety precautions could result in personnel injury/death.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.2 Operational test, initial. Prior to commencement of work, the Contractor must witness Coast Guard personnel perform an initial operational test of the Jered Industries (i.e. Model 20833) cargo handling elevator to demonstrate existing operational condition. Submit a CFR.

3.3 Cargo handling elevator inspection. The Contractor must inspect the elevator mechanical and electrical components for proper condition. See Coast Guard Drawing 750-WMSL-572-002 and Coast Guard TP 7108A for elevator details, and follow the guidance in the applicable sections of ASME A17.2, Guide for the Inspection of Elevators, Escalators and Moving Walks. If components are damaged or exhibit abnormal wear, document condition and submit a CFR.

Hoist machinery assemblies

Doors and interlocks

Platform assembly, rails, guides, and rollers

Sheave Assembly

15 (Rev-0)

Limit switches

Level and Master control stations

Overspeed governor and wire rope assembly

Slack Rope assemblies

Brake

90-Degree gear Reducer

3.4 Elevator wire rope inspection. The Contractor must inspect and measure the elevator wire ropes, in accordance with Coast Guard TP 7108A, paragraph 4.4.1. Ensure there is equal tension between each of the elevator wire ropes. Submit a CFR.

3.5 Overspeed governor wire rope inspection. The Contractor must inspect and measure the overspeed governor wire rope, in accordance with Coast Guard TP 7108A, paragraph 4.4.1. Adjust the tension arm as close to horizontal as possible in accordance with Coast Guard TP 7108A, Appendix C and ensure there is equal tension throughout the rope. Submit a CFR.

3.6 Gear box oil and component lubrication. The Contractor must perform all the Semi-Annual Maintenance Requirements for the tension sheaves, hoist wire ropes, motor couplings, guide rails, slack rope assembly, and door fittings in accordance with Coast Guard TP 7108A, paragraph 4.2.2.

3.7 Electric motor inspection. The Contractor must take insulation resistance readings on the motor in accordance with SFLC Std Spec 3100. Disconnect and reinstall cables in accordance with SFLC Std Spec 3042. Readings must be taken with power removed from the motors. Readings must be above 2 Megaohms for continued operation. Submit a CFR.

3.8 Brake inspection. The Contractor must inspect the friction brake discs and verify proper settings of the electric brake in accordance with Appendix B of Coast Guard Tech Pub 7108A. Submit a CFR with inspection results and any recommendations for required repairs.

3.9 Hoist controller inspection. The Contractor must open the motor controller and inspect for loose wires, loose components, charred or burned components, dirt or other abnormal conditions. Submit a CFR if abnormal conditions requiring repair are observed, otherwise return motor controller to original condition.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.10 Operational test, post repairs. After completion of work, the Contractor must thoroughly test, in the presence of the Coast Guard Inspector and demonstrate all items or shipboard devices that have been disturbed, used, repaired, altered, or installed to be in satisfactory operating condition. Thoroughly test and prove all functions and safety features of the cargo handling elevator to be in a satisfactory operating condition. Submit a CFR.

3.10.1 No-load test. The Contractor must witness Coast Guard personnel operate the elevator in normal mode, and verify safety devices, emergency stop, and interlocks are properly installed and operational.

As the car travels, observe the equipment to detect any unusual noise or vibration. The motor should start immediately when the power is applied, and the drum should stop within 0.5 seconds after power is removed. Carefully observe the hoist motor, bearing, and brake for any signs of overheating.

16 (Rev-0)

3.11 Touch-up preservation. The Contractor must prepare and coat all new and disturbed surfaces to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, paragraph 3.1.13 (Touch-ups and minor coating repairs).

4. NOTES

This section is not applicable to this work item.

17 (Rev-0)

43610_BEC_0725_418

WORK ITEM 2: Fire Detection System, Inspect and Test

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect and test Fire Detection System.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

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

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

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 PUBLICATIONS

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

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 5550 (SFLC Std Spec 5550), 2022, Fire Prevention and Response

Coast Guard Technical Publication (TP) 9919, SWBS 436, Feb 2022, Fire and Smoke Detection System

OTHER REFERENCES

National Fire Protection Association (NFPA) 72, 2022 Edition, National Fire Alarm and Signaling Code

18 (Rev-0)

3. REQUIREMENTS

3.1 General.

3.1.1 CIR. The Contractor must submit a CIR for the inspections listed in the following paragraph(s):

3.3 System inspect and test.

3.1.2 Tech Rep. The Contractor must provide the services of a Qualified Technical Representative, who must be experienced with marine fire and smoke detection and alarm systems, and fulfill the requirements of this section.

3.1.2.1 The Tech Rep must advise on repair methods when needed to restore the system to its operational capability according to the design documents included in Section 2, and the requirements of NFPA 72.

3.1.2.2 The Tech Rep must ensure the system is compliant with the standards governing the condition of the fire detection system design and product approval. Specifically, its respective maritime classification society type approval or NRTL listing.

3.1.2.3 The Tech Rep must be qualified and experienced in accordance with the requirements of NFPA 72, paragraph 10.5.3, and provide evidence of qualification according to the means of qualification in NFPA 72 paragraph 10.5.3.4. Licensure by the state licensing board (from the state in which the work is performed) as a contractor specialized in fire protection systems is an acceptable form of evidence for the purposes of this WI. Requirements fundamental to establishing this qualification are listed in Section 4.

3.1.2.4 The Tech Rep must review and understand the contents of the references of Section 2, and be responsible for complying with the standards of testing according to NFPA 72 and the manufacturer’s instructions.

3.1.2.5 Submit the Tech Rep’s name and résumé to the COR within 5 business days of…