Specification REV-0 Dtd 28 January 2026.pdf

PDF 3 MB Posted May 29, 2026

Attached to: USCG STA MARATHON (45616) FY26 DRYDOCK REPAIRS
Solicitation number: 70Z04026QSBPL0012
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · May 29, 2026

This is a Specification for Drydock Repairs (Rev-0, dated 28 January 2026) for USCG vessel 45616 (RB-M 45), a 45-foot Rigid-Hulled Inflatable Boat (RHIB). The specification outlines 30 work items required during a fiscal year 2026 drydock availability, including hull inspections, equipment removal and installation, preservation work, and various system repairs and renewals.

Key work items include ultrasonic testing of 100 hull measurement points; inspection of hull plating, fendering systems, and accessible spaces; cleaning and inspection of the diesel fuel tank; removal and installation of main diesel engines and reduction gears; renewal of watertight doors, hatches, and non-watertight hatches; water jet drive service and preservation; hydraulic cooler renewal; sea valve renewal; hose replacement; engine exhaust piping inspection; electrical isolation work; bilge preservation; bridge window renewal; crankshaft and oil pan seal renewal; drydocking services; temporary support services; and sea trial support. Government-furnished property includes replacement hatches, doors, anodes, coolers, valves, strainers, windows, hoses, and various hardware components totaling significant dollar values. The specification references multiple Coast Guard drawings, SFLC Standard Specifications (0000, 0740, 5000, 5550, 6310, 8634, 8635), and industry standards including ASTM and SSPC guidelines. Critical inspection items must be completed within the first 25 percent of the contract period. Environmental protection, fire safety, preservation requirements, and quality assurance procedures are detailed throughout, with specific requirements for contractor-furnished equipment, facilities management, hazardous waste handling, and comprehensive documentation and testing protocols.

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Schedule of Supplies and Services - 45616.pdf	PDF	May 29, 2026

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USCG 45616 (RB-M 45)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2026

Developed By: Roberto Buendia

(Rev-0, 28 January 2026)

USCG 45616 (RB-M-45) DRYDOCK AVAILABILITY FY2026

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .............................................................................. viii Consolidated List of Critical Inspection Items .......................................................................................... xiii Principal Characteristics ............................................................................................................................. xiv General Requirements WORK ITEM 1: General Welding, Provide WORK ITEM 2: Ultrasonic Testing (UT) (100) Shots, Perform WORK ITEM 3: Hull Plating (U/W Body), Inspect WORK ITEM 4: Fendering System, Inspect WORK ITEM 5: Accessible Spaces, Inspect WORK ITEM 6: Diesel Fuel Tank, Clean and Inspect WORK ITEM 7: Non-Watertight Hatch, Renew WORK ITEM 8: Watertight Door and Hatches, Inspect and Adjust WORK ITEM 9: Watertight Door and Hatches, Renew WORK ITEM 10: Main Diesel Engine(s) and Reduction Gear(s), Remove and Install WORK ITEM 11: Main Diesel Engine(s) To MEPS Generator(s) And Jet Drive(s), Align WORK ITEM 12: Hydraulic Oil Cooler, Water Jet, Renew WORK ITEM 13: Water Jet-Inspect, Perform Service WORK ITEM 14: Jet Drive Anodes, Renew WORK ITEM 15: Engine Exhaust Piping, Inspect WORK ITEM 16: Electrical Isolation, Perform, MEPS WORK ITEM 17: Standard Hoses, Renew WORK ITEM 18: MDE SW Valves, Overhaul WORK ITEM 19: Sea Valves, Renew WORK ITEM 20: Water Jet Drive, Preserve WORK ITEM 21: U/W Body, Preserve (100%) WORK ITEM 22: Interior Hull Insulation, Renew WORK ITEM 23: Marine Chemist Services, Provide WORK ITEM 24: Drydock WORK ITEM 25: Temporary Services, Provide WORK ITEM 26: Sea Trial Performance, Support, Provide WORK ITEM 27: Sea Strainer (Copper Alloy), Renew WORK ITEM 28: Bilges, Preserve WORK ITEM 29: Bridge Window(s), Renew WORK ITEM 30: Main Diesel Engines (MDE) Crankshaft And Oil Pan Seals/Gaskets, Renew 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 Bill of Materials 618 WMEC 314, Rev B, Clear View Screen Fixed Windows & Electrically Heated Fixed Window

Coast Guard Bill of Materials 627 WMEC 314, Rev A, Clear View Screen Fixed Windows & Electrically Heated Fixed Window

Coast Guard Drawing 45 RB-M 084-002, Rev -, Docking Plan

Coast Guard Drawing 45 RB-M 084-002, Rev –, Docking Plan

Coast Guard Drawing 45 RB-M 084-005, Rev -, Main Diesel Engine Mounting for 45FT RB-M

Coast Guard Drawing 45 RB-M 110-001, Rev -, Hull Structure

Coast Guard Drawing 45 RB-M 110-002, Rev -, Hull Structure Module A

Coast Guard Drawing 45 RB-M 110-003, Rev -, Hull Structure Module B

Coast Guard Drawing 45 RB-M 114-001, Rev -, Fendering Arrangement

Coast Guard Drawing 45 RB-M 167-003, Rev -, Doors and Hatches

Coast Guard Drawing 45 RB-M 170-002, Rev B, Folding Mast

Coast Guard Drawing 45 RB-M 182-001, Rev -, Propulsion System Foundations

Coast Guard Drawing 45 RB-M 201-001, Rev A, Main Engine Arrangement

Coast Guard Drawing 45 RBM 201-001, Rev B, Main Engine Arrangement

Coast Guard Drawing 45 RB-M 201-001, Rev B, Main Engine Arrangement

Coast Guard Drawing 45 RB-M 247-001, Rev -, Water Jet Propulsor Arrangement

Coast Guard Drawing 45 RBM 247-002, Rev -, Water Jet Propulsor Arrangement

Coast Guard Drawing 45 RB-M 247-002, Rev -, Water Jet Propulsor Arrangement

Coast Guard Drawing 45 RB-M 252-002, Rev -, Propulsion Control System

Coast Guard Drawing 45 RB-M 252-002, Rev A, Propulsion Control System

Coast Guard Drawing 45 RB-M 256-002, Rev -, Cooling System Propulsion

Coast Guard Drawing 45 RB-M 256-101, Rev -, Cooling System HVAC

Coast Guard Drawing 45 RB-M 256-102, Rev B, Strainer Installation and Rip Out

Coast Guard Drawing 45 RB-M 259-002, Rev -, Exhaust System

Coast Guard Drawing 45 RB-M 261-002, Rev -, Fuel Supply System

Coast Guard Drawing 45 RB-M 261-101, Rev -, Fuel Fill and Vent Arrangement v (Rev-0)

Coast Guard Drawing 45 RB-M 262-002, Rev -, Lube Oil FLOCS System

Coast Guard Drawing 45 RB-M 311-001, Rev -, APU System Block Schematic

Coast Guard Drawing 45 RB-M 311-004, Rev A, APU Generator Drive System

Coast Guard Drawing 45 RBM 311-004, Rev A, APU Generator Drive System

Coast Guard Drawing 45 RB-M 311-006, Rev -, APU System

Coast Guard Drawing 45 RB-M 320-001, Rev E, DC Power Distribution System Schematic

Coast Guard Drawing 45 RB-M 505-001, Rev A, Hose and Hose Assemblies

Coast Guard Drawing 45 RB-M 556-003, Rev -, Hydraulic Control System

Coast Guard Drawing 45 RB-M 601-001, Rev D, General Arrangement

Coast Guard Drawing 45 RB-M 601-001, Rev-, General Arrangement

Coast Guard Drawing 45 RB-M 622-002, Rev -, Machinery Space Removable Deck Plate

Coast Guard Drawing 45 RB-M 631-001, Rev A, Painting Layout

Coast Guard Drawing 45 RB-M 633-002, Rev -, Cathodic Protection Sacrificial Anode

Coast Guard Drawing 45 RB-M 635-002, Rev C, Insulation Details

Coast Guard Drawing 618 WMEC 154-001, Rev B, Aluminum Pilothouse Details

Coast Guard Drawing 618 WMEC 621-003, Rev J, Joiner General Arrangement 01 Deck, 02 Deck & Bridge Deck

Coast Guard Drawing 618 WMEC 625-001, Rev C, Pilothouse Window Casings

Coast Guard Drawing 627 WMEC 154-001, Rev C, Aluminum Pilothouse Details

Coast Guard Drawing 627 WMEC 621-003, Rev D, Joiner General Arrangement 01 Deck, 02 Deck & Bridge Deck

Coast Guard Drawing 627 WMEC 625-001, Rev C, Pilothouse Window Casings

Coast Guard Drawing 627 WMEC 625-002, Rev -, Schedule of Fixed Lights and Windows

Coast Guard Drawing 901 WMEC 320-037, Rev-, Pwr Sys Mods Incid Plthse Hinged Window

Coast Guard Drawing 901 WMEC 625-001, Rev F, Window List – Fxd, Plt & Aprt

Coast Guard Drawing 901 WMEC 625-002, Rev -, Pilothouse Hinged Window Inst.

Coast Guard Drawing 901 WMEC 635-001, Rev K, Hull Thermal & Acoustic Insulation A/D

Coast Guard Drawing 901 WMEC 801-003, Rev L, General Arrangement 02/Pilothouse & Above

Coast Guard Drawing 905 WMEC 152-001, Rev E, Dk Hse Strl Bhds 02 Lvl Ext

Coast Guard Drawing 905 WMEC 152-002, Rev F, Dk Hse Strl Bhds 02 Lvl Int

Coast Guard Drawing 905 WMEC 320-015, Rev -, Power System Mods Pilot House Window Replacement

Coast Guard Drawing 905 WMEC 625-001, Rev A, Window List Fxd, Plt & Aprt

Coast Guard Drawing 905 WMEC 625-002, Rev B, Pilothouse Window Installation A&D

Coast Guard Drawing 905 WMEC 625-003, Rev A, Pilot House Window Replacement

Coast Guard Drawing 905 WMEC 801-003, Rev H, General Arrangement 02/Pilothouse & Above

Coast Guard Drawing FL-85-002, Rev D, GFE Boat Hot Work Diagrams

Coast Guard Drawing FL-85-2, Rev D, GFE Boat Hot Work Diagrams

COAST GUARD PUBLICATIONS

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

Coast Guard Technical Publication (TP) 3241A, SWBS 625 vi (Rev-0)

Coast Guard Technical Publication (TP) 4698, SWBS 241, Dec 2013, Marine Transmission Manual

Coast Guard Technical Publication (TP) 4993, SWBS 634, Oct 2011, Nonskid Pads, Peel and Stick Catalog

Coast Guard Technical Publication (TP) 5727, SWBS 233, Jun 2015, Main Diesel Engine (MDE) - Series 60- General Overhaul

Coast Guard Technical Publication (TP) 5737, SWBS 247, Jun 2014, Water Jet – Model FF375S

Coast Guard Technical Publication (TP) T9625-AA-MMO-010, May 2014, Window, Electrically Heated/Deicing

Fire Prevention and Response

General Requirements

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

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

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

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), 2022, Welding and Allied Processes

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

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

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

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

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

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

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

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

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

Welding and Allied Processes

OTHER REFERENCES

45 RB-M Water Jet Disassembly / Assembly Procedures vii (Rev-0)

American Society of Mechanical Engineers (ASME) B16.34, 2025, Valves-Flanged, Threaded, and Welding End

ASTM International (ASTM) D4138, Rev A, 2007 (R 2017), Standard Practices for Measurement of Dry Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means

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

Code of Federal Regulations (CFR) Title 29, Part 1915, Jul 2022, Occupational Safety and Health Standards for Shipyard Employment

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

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2019 Edition, Pressure Testing of Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2022 Edition, Butterfly Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72A, 2010 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service

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

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

Rolls-Royce Kamewa Water Jet Assembly Drawing 376 000 49

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

The Society for Protective Coatings (SSPC), 2015 (E 2017), Paint Application Specification No. 2 (PA- 2), Procedure for Determining Conformance to Dry Coating Thickness Requirements viii (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)

6 N Gasket (Manhole Cover) NSN: 5330-01-134-1986

PN: 3560BN

4 ea. 16.98

7 N RBM Hatch, 2424 W/HO, Non-Tight

NSN: 2040-01-631-8968

PN: P0001309-025

1 ea. $2,167.47

9 N *Door, Access, General Purpose

NSN: 5340-01-600-2328

PN: P0001309-001

1 ea. 13,119.76

9 N *Hatch, Marine (Survivors Compartment)

NSN: 2040-01-612-5078

PN: P0001309-021

1 ea. 8,113.99

9 N *Hatch, Marine NSN: 2040-01-600-2323

PN: 2464-0002-0202

1 ea. 2,823.66

9 N *Coaming Assembly, Engine Room

PN: P0001309-012-002 1 ea.

9 N *Cover, Hatch, Engine Room, Stbd

NSN: 2040-01-616-5493

PN: P0001309-012-005

1 ea. 29,050.00

9 N *Cover, Hatch, Engine Room, Port

NSN: 2040-01-616-5440

PN: P0001309-012-003

1 ea. 28,432.77

9 N *Hatch, Marine NSN: 2040-01-612-5073

PN: P0001309-024

2 ea. 3,603.03

10 N Mount, Resilient, General Purpose (Vibration

Isolator)

NSN: 5340-01-645-0607 or

PN: RB1-200

4 ea. 20.76

10 N Washer, Flat (Mount, Vibration Snubbing

Washer)

NSN: 5310-01-626-2423 or

PN: 148099-1

4 ea. 1.90

11 Y * MDE/ TO GENERATOR

ALIGNMENT TOOL

PN: MMRBM0030 1 ea.

11 Y * MDE/ TO JET DRIVE

ALIGNMENT TOOL

PN: MMRBM0451 1 ea.

11 Y * ENGINE LIFTING BAR PN: MMRBM0956 1 ea.

12 N Hydraulic Cooler, Port

(Cooler, Fluid, Industrial)

NSN: 4420-01-632-6777

PN: RRM000208650

1 ea. 1,180.38

12 N Hydraulic Cooler, Starboard (Cooler, Fluid, Waterjet)

NSN: 4420-01-630-5070

PN: 101 121 03

1 ea. 1,329.90

13 N Stainless Steel Ball Joint NSN: 3040016152117 or

PN: 59915K483

10 ea. 12.26

13 N Stainless Steel Threaded Rod

NSN: 5306016152224 or

PN: 93250A140

1 ea. 10.67

13 N Bearing Bushing NSN: 3120014555212 or

PN: 10106911

4 ea. 9.80

13 N Bearing Bushing NSN: 3120580006242 or

PN: 36M05101

4 ea. 49.00 ix (Rev-0)

13 N **Socket Head Screw NSN: 5305016171580 or

PN: 91210050

16 ea. 2.71

13 N **Bolt Kit NSN: 2815016171688 or

PN: 93112085A

2 ea. 15.64

13 N **Key NSN: 5315016166360 or

PN: 10100824

3 ea. 28.14

13 N Seal NSN: 5330580006238 or

PN: 10118902

2 ea. 4.35

13 N Bushing NSN: 3120580006239 or

PN: 10105511

2 ea. 48.19

13 N Bearing Bushing NSN: 3120014555272 or

PN: 10105111

4 ea. 35.33

13 N **Bolt Kit NSN: 2815016171974 or

PN: 93112080F

2 ea. 6.13

13 N **Bolt Kit NSN: 5340016167191 or

PN: 93112065K

12 ea. 13.07

13 N Bearing Unit NSN: 3110016166342 or

PN: 37506201

2 ea. 614.35

13 N Bushing NSN: 3120580006240 or

PN: 10106011

4 ea. 47.21

13 N **Set Screw NSN: 5305016020672 or

PN: 91608012

6 ea. 0.58

13 N **Bolt Kit NSN: 5305016173161 or

PN: 93112090K

10 ea. 12.56

13 N O-ring NSN: 5331580006241 or

PN: 10202606

6 ea. 14.56

13 N **Mechanical Sealing NSN: 4320580006403 or

PN: 10203870

2 ea. 1052.97

13 N Bolt Kit NSN: 5306016164058 or

PN: 93310030E

6 ea. 1.92

13 N O-ring NSN: 5331016020679 or

PN: 10202631

2 ea. 4.39

13 N O-ring NSN: 5331016020680 or

PN: 10202625

4 ea. 15.15

13 N Sealing NSN: 5365016233174 or

PN: 41018801

2 ea. 8.87

13 N O-ring NSN: 5331016200368 or

PN: 10202611

2 ea. 5.21

13 N Seal Lip NSN: 4730016204613 or

PN: 10202590

4 ea. 39.47

13 N Sealing NSN: 5330016163186 or

PN: 45002010

2 ea. 535.93

13 N **Lock Nut NSN: 5310016162982 or

PN: 10202908

2 ea. 16.63

13 N Lock Washer NSN: 5310016232756 or

PN: 10203008

2 ea. 2.34

13 N **Ring Nut NSN: 5310016164016 or

PN: 10202912

2 ea. 32.60

13 N Seal NSN: 5330016243735 or 6 ea. 19.68 x (Rev-0)

PN: 10202540R

13 N **Screw NSN: 5305016162955 or

PN: 93305025

8 ea. 0.28

13 N **Washer NSN: 5310016162966 or

PN: 912505

8 ea. 0.06

13 N Gasket NSN: 5330016232867 or

PN: 37527805

2 ea. 63.43

13 N Bushing NSN: 5365016202680 or

PN: 10108416

8 ea. 15.91

13 N **Bolt Kit NSN: 5305016242899 or

PN: 93110060A

4 ea. 12.91

13 N **Bolt Kit NSN: 5305016242922 or

PN: 99110040G

14 ea. 6.60

13 N Bushing NSN: 3120014555268 or

PN: 10106902

8 ea. 7.90

13 N Gasket NSN: 5330016163014 or

PN: 10108901

2 ea. 5.65

13 N **Bolt Kit NSN: 5305016231019 or

PN: 93110090A

4 ea. 5.05

13 N Lock Washer NSN: 5310016232699 or

PN: 10203012

2 ea. 5.62

13 N O-ring NSN: 5331016242120 or

PN: 10202603

2 ea. 3.89

13 N **Screw, Countersunk NSN: 5305016309734 or

PN: 99106016

8 ea. 5.65

13 N Seal/Gasket NSN: 1040016337691 or

PN: 45011611

2 ea. 57.64

13 N Woodruff Key NSN: 5315016172999 or

PN: 10100823

2 ea. 19.09

13 N Washer, Sealing NSN: 5310016452084 or

PN: 8755000050

24 ea. 0.06

13 N Screw, Connection NSN: 5305016476396 or

PN: 91212045L

8 ea. 6.45

14 N Anode, Inspection Hatch (Port & Stbd) (Anode, Corrosion Preventive)

NSN: 5342-58-000-3759 or

PN: 10108231

2 ea. 71.89

14 N Transom Anode (Anode, Corrosion Preventive)

NSN: 5342-01-602-0658 or

PN: 10108230

4 ea. 234.75

14 N Tunnel Anode (Anode, Corrosion Preventive)

NSN: 5342-01-602-0668 or

PN: 10108220

4 ea. 40.25

14 N Impeller Housing/Bucket/Interceptor Anode (Anode, Corrosion

Preventive)

NSN: 5342-25-146-5438 or

PN: 10107701

10 ea. 16.22

14 N Guide Vane Chamber Anode (Anode, Corrosion

Preventive)

NSN: 5342-01-602-0669 or

PN: 37517411

2 ea. 207.27

14 N Anode, Anode Hatch (Anode, Corrosion

NSN: 5342-25-146-5439 or

PN: 10108210

2 ea. 60.15 xi (Rev-0)

Preventive) 14 N Screw Connection (Screw, Cap, Socket Head) NSN: 5305-01-602-2100 or

PN: 93310025H

4 ea. 4.53

14 N Screw Connection NSN: 5305-01-627-5854 or

PN: 93308025H

14 ea. 1.00

14 N Screw Connection (Screw, Cap, Socket Head)

NSN:5305-01-602-2105 or

PN: 91206020E

8 ea. 1.47

14 N Screw Connection (Bolt Assembly, Clamp)

NSN: 5340-01-624-3271 or

PN: 93308025E

8 ea. .73

14 N O-ring NSN: 5331-01-602-0670 or

PN: 10202639

2 ea. 15.46

14 N Screw Connection NSN: 5305-01-624-0905 or

PN: 93310016E

8 ea. 1.17

14 N Screw Connection (Bolt Blank)

NSN: 5306-01-630-9800 or

PN: 93312030E

2 ea. 2.09

14 N Screw Connection NSN: 5305-01-620-4602 or

PN: 91212025E

8 ea. 1.41

14 N O-ring NSN: 5331-22-607-8691 or

PN: 10202626

2 ea. 9.26

14 N Tube Extension NSN: 4730-01-621-0708 or

PN: 37610802

2 ea. 120.22

14 N Tube Clamp (Clamp, Hose) NSN: 4730-01-620-0951 or

PN: 10217881

2 ea. 16.13

14 N Screw Connection (Screw, Cap, Socket Head)

NSN: 5305-01-602-2101 or

PN: 93310030H

2 ea. 3.40

14 N Connecting Cable NSN: 6145-01-620-3663 or

PN: 10234301

4 ea. 19.00

14 N Screw Connection NSN: 5305-01-617-6732 or

PN: 93306016E

8 ea. 0.35

14 N Anode, Corrosion Preventive

NSN: 5340-01-589-9440 or

PN: 51125

2 ea. 82.13

14 N Anode, Corrosion Preventive

NSN: 5340-01-589-9425 or

PN: 89287

2 ea. 26.86

15 N Mount Vibration Isolator (Mount Resilient General

Purpose)

NSN: 5340-01-645-0607 or

PN: RB1-200

4 ea. 20.76

15 N Mount, Vibration Snubbing Washer (Washer Flat)

NSN: 5310-01-626-2423 or

PN: 148099-1

4 ea. 1 .90

15 N Gasket (Exhaust Flange Outlet)

NSN: 5330-01-303-5437 or

PN: 23501147

2 ea. 17.24

17 N Parts Kit, Hose Assembly NSN: 4720-01-679-1782 or

P/N: 45-RB-M-505-101

1 ea. $16,520.00

19 N Raw Water Sys De-Icing Valve, Ball, 1-inch NPT

316 SS

NSN: 4820-01-600-0385 or

PN: V210FP-16

2 ea. 34.92

19 N AC Supply/Discharge Ball Valve, Ball 3/4-inch NPT

316 SS

NSN: 4820-01-600-0389 or

PN: V210FP-12

3 ea. 26.44

19 N AC Overboard Check NSN: 4820-01-599-7249 or 1 ea. 60.83 xii (Rev-0)

Valve High-Flow SS Check Valve 3/4-inch NPT

Female

PN: 46635K65

24 Y *Transducer Cover Plate N/A ea. 50.00 27 N *Strainer, Sediment NSN: 4730-01-173-1413 or

PN: 72-48F

2 ea. 27,474.53

29 N Pilothouse Window (Port

FWD). (UNIT WILL

PROVIDE THE

WINDOW)

2040-01-604-1453 01 4433.55

29 N 29 N 30 Y *Spreader Bar PN: MMRBM0956 1

*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

2 Ultrasonic Testing (UT) (100) Shots, Perform

4 Fendering System, Inspect

5 Accessible Spaces, Inspect

11 Main Diesel Engine(s) To MEPS Generator(s) And Jet Drive(s), Align

13 Water Jet-Inspect, Perform Service

15 Engine Exhaust Piping, Inspect

20 Water Jet Drive, Preserve

21 U/W Body, Preserve (100%)

24 Drydock

28 Bilges, Preserve

29 Bridge Window(s), Renew

30 Main Diesel Engines (MDE) Crankshaft And Oil Pan Seals/Gaskets, Renew xiv (Rev-0)

PRINCIPAL CHARACTERISTICS

45' RB-M

PHYSICAL

Length overall 44 feet, 10.5 inches Unfixed height 20 feet 9 inches Beam, maximum 14 feet, 7.75 inches Full load draft 3 feet, 4 inches Full load displacement 36,500 pounds Max sustained speed 42.5 knots Range 250 nautical miles at 30 knots Mission limits 8 foot seas / 30 knot winds Survivability limits 12 foot seas / 50 knot winds

HULL

Hull manufacturer Marinette Marine Corp.

5086 (GRADE) Aluminum Hin- 2009

MACHINERY

Type 6, cylinder diesel engine Number of units 2, MTU's 60 series 825 hp Propulsion type 2, Rolls-royce water-jet

TANKS

1 (Rev-0)

00000_0725_FLT

REC_00000_FLT_Boats @ CG Facility (0121)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting boat 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), Latest Version, General Requirements

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

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

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

OTHER REFERENCES

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

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

2 (Rev-0)

3. REQUIREMENTS

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

3.1.1 The Contractor must conform to all requirements specified in SFLC Std Spec 5550 and in the Fire Protection and Response work item, as applicable, during the performance of this availability.

3.1.1.1 Fire Safety Plan submission. The Contractor must submit a copy of the CFR 1915, Subpart P, Fire Safety Plan with the Contractor’s bid when work will be conducted in a Contractor–owned facility. Include any MOA(s) with local firefighting facilities.

3.1.1.2 Fire Plan submission. The Contractor must submit a copy of the developed availability specific fire plan as requested in the Fire Protection and Response work item, with the Contractor’s bid.

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

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.

3.2 Contractor-provided fire extinguishers. The Contractor must provide portable fire extinguishers.

3.2 Fire watch requirements. The Contractor must refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec 0000, in accomplishing the following task:

Provide portable fire extinguishers for Coast Guard fire watch personnel. Coast Guard fire watch is in lieu of contractor personnel during the hours of 0800-1600, Monday through Friday, and limited to two Coast Guard fire watch personnel.

Provide fire watch personnel and fire extinguishers for the duration of the availability period, during and beyond noted Coast Guard fire watch support.

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 (Rev-0)

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 “measurement” for coating thickness is defined as follows:

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

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

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

3.4.1 HY-130 material substitution. The Contractor must be aware that HY-130 steel plating is no longer commercially available. For the purpose of performing flight deck repairs on US Coast Guard WMEC-270 “B- Class” cutters, Strenx 900 steel plating has been approved as a replacement for HY-130. Due to the similarity in material properties and weldability of HY-130 and Strenx 900, all welding procedures and welder qualifications for welding Strenx 900 must be the same as those outlined in NAVSEA TP 1688 as applicable for welding HY- 130.

3.4.2 Standard spec modification. For any welding involving HY-130 on the flight deck of WMEC-270 “B-Class” cutters, perform all welding and allied processes, and non-destructive evaluation (NDE) in accordance with NAVSEA TP 1688. The Contractor must be aware that the welding requirements specified in this document take precedence over paragraph 3.3.6 of SFLC Standard Spec 0000 for the purpose of welding involving HY-130.

3.4.3 Approval to weld HY-130. To obtain Coast Guard approval to weld on HY-130 steel for WMEC-270 “B- Class” cutters, the Contractor must provide written Performance Qualification Records (PQR’s) for each process to be used. The PQR’s must be approved by one of the regulatory agencies affirming that the WPS meets the welding requirements of NAVSEA TP 1688. In addition, the Contractor must ensure that all subcontractors, prior to performing welding operations, have qualified procedures by meeting all the requirements set forth in this document.

4 (Rev-0)

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:

3.5.1 Contractor operated (non USCG) facilities. The Contractor must provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at Contractor Operated (Non USCG) Facilities, as applicable, during the performance of this availability. Contractor must plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor must comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item must not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3.5.1 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 _________.

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

5 (Rev-0)

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 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 Hazardous Waste Manifest. 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.

3.5.7 Facilities Response Plans. 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).

3.6.1 Coast Guard facility usage and provisions. The Contractor must be aware of the following:

3.6.1.1 Coast Guard personnel will haul and block the boat on a Coast Guard installation; consequently, the Contractor must not include the cost of lifting or re-floating the vessel in the bid price estimates

3.6.1.2 All work described herein is intended to be accomplished at this location.

3.6.1.3 The COR will submit to the Contractor a copy of the “Coast Guard Facility Survey”/”Landlord Survey” which contains utilities and/or equipment that the Coast Guard Facility will make available for use by the Contractor.

3.6.2 Contractor equipment. The Contractor must make arrangements to provide all other necessary equipment to

6 (Rev-0) accomplish the work described in this specification package including (as applicable) but not limited to generators, compressors, welding equipment, power tools, consumables, and storage containers.

3.6.2.1 The Contractor must be responsible for storing own equipment.

3.6.2.2 Prior to setting up equipment and/or storage containers for long-term duration, the Contractor must obtain approval from the COR at least 48 hours prior to placing the equipment in order to avoid conflict with other base activities.

3.6.3 Sewage Facilities. If the Coast Guard facility opts to provide sewage facilities (as listed on the Landlord Survey) for use by the Contractor, the Contractor must supply sanitary supplies such as toilet paper, paper towels, soap, etc. for use by contract personnel. Use of Government toilet paper, and other sanitary supplies must not be authorized and the additional caveats apply as well.

3.6.3.1 The Contractor must ensure the sanitary facilities (bathrooms) are left in a clean and neat condition as found.

3.6.3.2 The Contractor is NOT authorized to use any shower facilities which may or may not be located in the same room as the toilet facilities.

3.6.3.3 The Contractor must adhere to any special requirements or regulations listed in the comments section of the Landlord survey forms, provided at the end of this document.

3.6.4 Coast Guard turn-over preparation. The Contractor must be aware that, upon arrival, after haul out, and prior to departing the Contractor’s facility, the Coast Guard crew must be allowed to accomplish various tasks in preparation for the turn-over of the boat to the Contractor. The following conditions apply to this paragraph:

3.6.4.1 The Coast Guard requires a maximum of three days at the beginning of the contract, and three days at the end to accomplish various tasks.

3.6.4.2 The Contractor may commence/continue work during these time frames.

3.6.4.3 Coast Guard personnel will disconnect the Detroit Diesel Electronic Control (DDEC) System and any other electronic equipment, as required to avoid damage to systems arising from hotwork on the vessel during the availability.

3.6.4.4 Coast Guard personnel will remove the transducers after initial haul-out and reinstall prior to re-floating the vessel.

3.6.4.5 The Unit will contact the servicing ESD or ESU to setup removal/installation of the transducer if Unit personnel are unable to accomplish this task.

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

7 (Rev-0) to fire load shall be removed at the end of each work shift when personnel are not present. Trash, debris, and packaging materials shall be promptly removed from the vessel at the end of each work shift and not allowed to accumulate.” Advance the paragraph numbering of the Fire Prevention and Safety Inspection form to 3.11.4.

4. NOTES

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

8 (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

9 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL #

WORK ITEM

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.

SURFACE AMBIENT ΔT

| DP -

SURFACE |

10 (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