Attachment1- JAMES (WMSL 418) DS FQ3 JMW 25R0.pdf

USCGC JAMES (WMSL 754)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2025

Developed By: Javon M Wingate

(Rev-0, 8 January 2025)

USCGC JAMES (WMSL-418) DOCKSIDE AVAILABILITY FY2025

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 ............................................................................................ xv Principal Characteristics ............................................................................................................................. xvi General Requirements WORK ITEM 1: Tanks (Ballast), Clean and Inspect WORK ITEM 2: Tanks (Ballast), Preserve (100%) - OPTIONAL WORK ITEM 3: Tanks (Ballast), Preserve (Partial) - OPTIONAL WORK ITEM 4: Tank (High Purity Water), Clean and Inspect WORK ITEM 5: Reduction Gears Flexible Hoses, Renew WORK ITEM 6: Fire Detection System, Inspect and Test WORK ITEM 7: Flight Deck and Net, Modify WORK ITEM 8: Flight Deck Nets, Overhaul, Five Year WORK ITEM 9: Cargo Handling Elevator, Inspect and Repair WORK ITEM 10: Dual Point Davit, Biennial Maintenance, Perform WORK ITEM 11: Transom Double Doors and Tow Outfits, Modify WORK ITEM 12: Stern Door Hydraulic and Control System, Modify WORK ITEM 13: AFFF Bilge Sprinkling Piping, Modify WORK ITEM 14: 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

A TEAM: Delete non-applicable Tech Pub to specific Cutter.

Coast Guard Drawing 418A-WMSL-100-001, Rev B, General Arrangements Coast Guard Drawing 418A-WMSL-101-001, Rev B, Compartment & Access Drawing Coast Guard Drawing 418A-WMSL-167-004, Rev A, Structural Door List, Ship Wide Coast Guard Drawing 418A-WMSL-169-001, Rev D, Stern Door Extension and Incidental Mods, Extension Panel Construction Coast Guard Drawing 418A-WMSL-186-001, Rev -, Tow Bitt Structural Reinforcement Coast Guard Drawing 418A-WMSL-264-001, Rev A, RDCN GR/CPP GTRB LO Diagram Coast Guard Drawing 418A-WMSL-540-001, Rev C, Fuel Oil Diagram Coast Guard Drawing 418A-WMSL-540-002, Rev A, Diesel Eng And Gas Turb LO Fill, Trans, &

Service Sys Coast Guard Drawing 418A-WMSL-551-001, Rev A, Compressed Air Diagram Coast Guard Drawing 418A-WMSL-555-001, Rev A, Foam System Diagram Coast Guard Drawing 418A-WMSL-555-003, Rev A, AFFF Bilge Sprinkling Modifications Coast Guard Drawing 418A-WMSL-556-001, Rev A, Stern Gate Hydraulic System Diagram Coast Guard Drawing 418A-WMSL-640-004, Rev A, Permanent Berthing Modifications Coast Guard Drawing 418A-WMSL-801-001, Rev A, Booklet of General Plans Coast Guard Drawing 750-WMSL_520_001, Rev H, Seawater Cooling System Diagram (ASC520001) Coast Guard Drawing 750-WMSL-085-025, Rev -, Compartment Areas & Volumes NSC 3 & Follow

(AS3085012)

Coast Guard Drawing 750-WMSL-085-033, Rev -, Tank Capacity Curves (WMSL 754 Only)

(ASC085013E)

Coast Guard Drawing 750-WMSL-085-034, Rev A, Tank Sounding and Moment of Inertia Tables

(ASC085014H) (WMSL 754 Only) Coast Guard Drawing 750-WMSL-100-036, Rev N, Unit 3110 Structure 1st Platform and Below Frs 65-

77 (ASC100311)

Coast Guard Drawing 750-WMSL-100-040, Rev M, Unit 3210 Structure - Inner Bot to 1st Platform - Fr

76 to Fr 88 (ASC100321) Coast Guard Drawing 750-WMSL-100-043, Rev L, Unit 3240 - Main Deck to 01 Level - Fr 76 to Fr 82

(ASC100324)

v (Rev-0)

Coast Guard Drawing 750-WMSL-100-045, Rev K, 2nd Dk to Main Dk - FR 82 to Aft Coast Guard Drawing 750-WMSL-100-083, Rev A, General Arrangements NSC 5 & Follow Coast Guard Drawing 750-WMSL-100-013, Rev L, Unit 1210 Structure – Inner Bottom to 1st Platform –

Fr 10 to Fr 22 (ASC100121) Coast Guard Drawing 750-WMSL-100-528, Rev C, Structural Mods IWO New Aft Folding Cranes Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication Details Ship

Wide (ASC167001) Coast Guard Drawing 750-WMSL-169-003, Rev E, Fabrication & Installation Transom Doors Coast Guard Drawing 750-WMSL-300-002, Rev C, Electrical Standard Details Coast Guard Drawing 750-WMSL-320-010, Rev G, Power Sys Deck Plan-Second DK, AFT OF FR 52 Coast Guard Drawing 750-WMSL-320-041 Rev E , Electric One-Line Diagram (NSC4-SRD)

(ASC320001D)

Coast Guard Drawing 750-WMSL-320-510, Rev W, Electrical One LINE Diagram Coast Guard Drawing 750-WMSL-320-511, Rev G, Power Sys Deck Plan-Second DK, AFT OF FR 52 Coast Guard Drawing 750-WMSL-320-577, Rev A, Electrical Mods Incidental to Stern Gate PWR &

CNTRL Enhancement Coast Guard Drawing 750-WMSL-330-005, Rev C, Lighting System Plan Main AMMR (UL & LL), MMR(Fwd & Aft) (UL & LL) (ASC330004) Coast Guard Drawing 750-WMSL-330-011, Rev F, Lighting System Second Deck - Fwd of Fr 52

(ASC330007)

Coast Guard Drawing 750-WMSL-330-013, Rev D, Lighting System Deck Plan Second Deck -Aft of Fr

52 (ASC330008)

Coast Guard Drawing 750-WMSL-330-015, Rev E, Lighting System Deck Plan Main Deck - Fwd of Fr

52 (ASC330009)

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-485-001, Rev L, Sleeves-Pipe Structure Penetration (UNSIGNED) Coast Guard Drawing 750-WMSL-500-002, Rev E, Resilient Hangar Details & Installation Coast Guard Drawing 750-WMSL-501-004, Rev D, Misc Independent Tanks Design and Details and

L/M (ASC501004)

Coast Guard Drawing 750-WMSL-508-001, Rev C, Piping and Machinery Insulation Schedule and L/M Coast Guard Drawing 750-WMSL-555-016, Rev D, Foam System Unit 2230 (ASC555223-AF) Coast Guard Drawing 750-WMSL-555-020, Rev D, Foam System Unit 2330 (ASC555233-AF) Coast Guard Drawing 750-WMSL-555-042, Rev B, Foam System Unit 2210 (ASC555221-AF) Coast Guard Drawing 750-WMSL-555-044, Rev D, Foam System Unit 2310 (ASC555231-AF) Coast Guard Drawing 750-WMSL-555-505, Rev B, AFFF Low Point Drains Installation Coast Guard Drawing 750-WMSL-556-003, Rev E, Label Plate List - Blst/Deballast-Overfl/Ae/St-Hydr

Sys Coast Guard Drawing 750-WMSL-556-022, Rev H, Steering Gear and Stern Gate Hydraulic Piping - Unit

Coast Guard Drawing 750-WMSL-556-504, Rev C, Mod To Improve Stern Gate Speed vi (Rev-0)

Coast Guard Drawing 750-WMSL-572-002, Rev D, Elevator Arr & Instl (ASC572002) Coast Guard Drawing 750-WMSL-582-001, Rev E, Anchoring, Mooring, And Towing Arrangement Coast Guard Drawing 750-WMSL-582-002, Rev H, Mooring and Towing Arrangement Coast Guard Drawing 750-WMSL-612-001, Rev K, Fab & Installation of Exterior Rails, Stanchions &

Life Lines Coast Guard Drawing 750-WMSL-631-002, Rev P, Paint Schedule Coast Guard Drawing 750-WMSL-634-506, Rev H, Deck Covering Schedule (ASX634001) Coast Guard Drawing 750-WMSL-635-001, Rev -, Thermal & Acoustic Insulation Coast Guard Drawing 750-WMSL-635-002, Rev K, Insulation Arr & Details Thermal, Acoustic, & Fire

(ASC635002)

Coast Guard Drawing 750-WMSL-640-004, Rev -, Arrangements of Living Spaces NSC 3 & Follow

(ASC3640001)

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

& Airtight Quick Acting or Individually Dogged Personnel Doors NAVSEA Drawing 803-5184182, Rev B, 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

COAST GUARD PUBLICATIONS

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2020, Personnel Qualification and Certification in Nondestructive Testing American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2020, 2020, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel American Welding Society (AWS) D1.1/D1.1M, 2020, Structural Welding Code – Steel Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors

Manual Coast Guard Technical Publication (TP) 7108A, SWBS 573, Jan 2022, Stores Elevator - Model 20833 Coast Guard Technical Publication (TP) 7794, SWBS 584, 2022, Sliding Double Transom Door – Model

H-WK-868-29

Coast Guard Technical Publication (TP) 9619, SWBS 583, 06 Dec 2016, Boat Davit - Models

DDP11000CTS & SP2200 (S/N: 2348) (Hull 754) Coast Guard Technical Publication (TP) 9770, SWBS 436, Nov 2018, Fire Detection System – Model

Siemens MXL (For Hull 753 & 754) 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, 2021, 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)

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 0850 (SFLC Std Spec 0850), 2022, General

Requirements for Drawing Preparation 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 Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2022, Temporary

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

Hull Accesses The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2020, Bare Metal Power Tool Cleaning Work Description - Permanent Berthing Upgrades - 3 Phase Work Description - Permanent Berthing Upgrades – Complete

OTHER REFERENCES

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, 2020, Structural Welding Code – Steel American Welding Society (AWS) D3.5, 2000, Guide for Steel Hull Welding ANSI/EASA Standard AR100-2020, Recommended Practice for the Repair of Rotating Electrical

Apparatus ASTM International (ASTM) F1836M, 2007, Standard Specification for Stuffing Tubes, Nylon and

Packing Assemblies (Metric) ASTM International (ASTM) F708, 2018, Standard Practice for Design and Installation of Rigid Pipe

Hangers Click Bond Drawing CB3201, Rev 3, Standoff, Locking, Thread, Very Large Base viii (Rev-0)

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

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

International Maritime Organization (IMO) International Convention for the Safety of Life At Sea (SOLAS), 2009 as amended in 2010 and 2011

International Maritime Organization (IMO) International Life Saving Appliances Code (LSA), 2010 edition

International Standards Organization (ISO) 4406, Jan 2021, Hydraulic Fluid Power – Fluids – Method for Coding the Level of Contamination by Solid Particles

MIL-DTL-24643, Nov 2023, Cables, Electric, Low Smoke Halogen-Free, For Shipboard Use, General Specification for

MIL-DTL-24643D, 2023, Cables, Electric, Low Smoke Halogen-Free, for Shipboard Use, General Specification for

MIL-DTL-32585A, 2021, Insulation, Thermal and Acoustic, Fibrous Glass MIL-PRF-17672E, March 2023, Hydraulic Fluid, Petroleum, Inhibited MIL-PRF-24613A, 2017, Deck Covering Materials, Interior, Cosmetic Polymeric MIL-PRF-3135H, 2021, Deck Covering Underlay Materials MIL-STD-1310H, Aug 2014, Shipboard Bonding, Grounding, & Other Techniques for Electromagnetic

Compatibility, Electromagnetic Pulse (EMP) Mitigation, and Safety MIL-STD-1627C, Dec 2020, Bending of Pipe or Tube for Ship Piping Systems MIL-STD-2003-1B, 2020, Electrical Plant Installation Standard Methods for Surface Ships & Submarines

(Cable) MIL-STD-2003-3B, 2020, Electrical Plant Installation Standard Methods for Surface Ships & Submarines

(Penetrations) MIL-STD-2003-5B, 2020, Electrical Plant Installation Standard Methods for Surface Ships & Submarines

(Connectors) MIL-STD-419F, Sep 2021, Cleaning and Protecting Piping, Tubing and Fittings for Hydraulic Power

Transmission Equipment MSS SP-58, 2019, Pipe Hangers and Supports - Materials, Design, Manufacture, Selection, Application, And Installation National Fire Protection Association (NFPA) 72, 2022 Edition, National Fire Alarm and Signaling Code NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure Society of Automotive Engineers (SAE) J1942-1, 2023, Qualified Hoses for Marine Applications Spec-Built Systems, Inc. Drawing B228, Rev -, Berth, CPO Assy, Type XIII, Style 2, Size 4, LH Spec-Built Systems, Inc. Drawing B331-Mod, Rev -, Berth Crew Assy, Type I, Sty 1, Size 3 The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2020, Bare Metal Power Tool Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2018, Power Tool Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP WJ-4/NACE WJ-4, 2017, Waterjet Cleaning of Metals – Light 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)

9 NA Wire Rope PN: 188005 NSN: 4010-01-

561-8614Â 4 ea. 702.00Â

10 Y CB-OTH Mark IV (Coast Guard Drawing

26B-CB-IV-801-001)

N/A 1 ea. N/A

10 Y Hook Model APR-356-CBH 2 ea. 5000.00

12 N TUBE, 1 INCH OD X

0,095" WALL,

SEAMLESS, ASTM,

A312 (Piece 13 of Coast Guard Drawing 750-

WMSL-556-504)**

10 Feet $250.00

12 N Integrated Motor Pump, 460 Volt AC, 60 HP Motor (Piece 15 of

Coast Guard Drawing

750-WMSL-556-504)

MP45-B1-R-VQ81N-B-

F1/V003-A-F1

1 ea. 14,588.00

12 N DIRECT -ACTING

RELIEF VALVE -

PILOT CAPACITY, 2,5

GPM CAPACITY, T-8

CAVITY, 1000 PSI

SET POINT(Piece 49 of

Coast Guard Drawing

750-WMSL-556-504)

SUN HYDRAULICS

RBAECAN

1 $500.00

12 N LINE MOUNT

MANIFOLD SIZE -06

(9/16" -18 UN/UNF-2B)

SAE - ORB FEMALE

PORTS, 90 DEGREE

FLOW PATH, T-8A

CAVITY (Piece 50 of Coast Guard Drawing

750-WMSL-556-504)

SUN HYDRAULICS WFO 2 $250.00

12 N ROTARY FLOW

DIVIDER , PERMCO

(Piece 57 of Coast Guard Drawing 750-

WMSL-556-504) **

PN: FD7600BAXZC15-

1GZC15AX

1 $500.00

12 N PILOT-OPERATED, SUN-HYDRAULICS RPGC- 2 $250.00

x (Rev-0)

BALANCED PISTON

RELIEF VALVE

CARTRIDGE, 50 GPM

CAPACITY, T-3A

CAVITY, 1000 PSI

SET PONT (Piece 58 of Coast Guard Drawing

750-WMSL-556-504)

LAN

12 N LINE MOUNT

MANIFOLD,

THROUGH PORT

WINI GAUGE PORT,

SIZE -16 (1 5/16"-12

UN/UF-2B) FEMALE

SAE-ORB UNE

PORTS,SIZE -04

(7/16"-20 UN/UNF-2B)

FEMALE SAE-ORB

GAGE PORT, T-3A

CAVITY (Piece 59 of Coast Guard Drawing

750-WMSL-556-504)

SUN HYDRAULIC VFW 2 $500.00

12 N DO8 STANDARD

FLOW PARALLEL

MANIFOLD, 4

STATIONS, SAE-ORB

PORTS, WITH "X"

PORT OPTION AND

SUN CAVITY T-3A

FOR RELIEF VALVE

CARTRIDGE (Piece 67 of Coast Guard Drawing

750-WMSL-556-504)

DAMAN DD8P0455/1S 1 $750.00

12 N ADJUSTABLE

NEEDLE VALVE

CARTRIDGE, 140

GPM CAPACITY, T-

18A CAVITY (Piece 68 of Coast Guard Drawing

750-WMSL-556-504)

SUN HYDRAULIC NFFDLIN 3 $75.00

12 N SANDWICH

MANIFOLD, ISO 08,

T-18-A CAVITY ON P

(Piece 69 of Coast

Guard Drawing 750-

WMSL-556-504) **

SUN HYDRAULIC IBO 3 $500.00

12 N FAST-ACTING, SUN HYDRAULIC 1 $500.00

xi (Rev-0)

PILOT-OPERATED,

BALANCED PISTON

RELIEF VANE

CARTRIDGE, 50 GPM

CAPACITY, T-3A

CAVITY, 1100 PSI

SET POINT (Piece 70 of Coast Guard Drawing

750-WMSL-556-504)

RPGELAN

12 N DIRECTIONAL

CONTROL VALVE,

DOUBLE SOLENOID,

3 POSITION , SPRING

CENTERED, EXT

PLOT, INTERNAL

DRAIN, 120 VAC/60

HZ, MANUAL

OVERIDE ,

MANAPLUG (MIN)

WITH LIGHTS (Piece 71 of Coast Guard

Drawing 750-WMSL- 556-504) **

PARKER

D61VW00WC5NYGP56

3 $350.00

12 N DIRECTIONAL

CONTROL VALVE,

SINGLE SOLENOID, 2

POSITION, SPRING

CENTERED, EXT

PLOT, MEDIAL

DRAIN, 120 VAC/60

HZ, MANUAL

OVERIDE,

MANAPLUG (MINI)

WITH LIGHTS (Piece

72 of Coast Guard Drawing 750-WMSL-

556-504) **

PARKER

D81VW002E5NYGP56

1 $500.00

12 N PILOT-TO-OPEN

CHECK VALVE WITH

STANDARD

PILOTCARTRIDGE,

60 GPM CAPACITY,

T-17-A CAVITY (Piece 73 of Coast Guard

Drawing 750-WMSL- 556-504) **

SUN HYDRAULIC

CKGBXCN

2 $250.00

12 N SANDWICH

MANFOLD• ISO 08, ON A AND B W1TH

CROSS PILOT, T-17-6

SUN HYDRAULIC HBN/S 2 $500.00

xii (Rev-0)

CAVITY (Piece 74 of Coast Guard Drawing

750-WMSL-556-504)

12 N PLUG, HEX HEAD,

SIZE -16 (1 5/16"-12

UN/UNF-2A) MALE

SAE-ORB (Piece 75 of Coast Guard Drawing

750-WMSL-556-504)

PARKER 16 PSON 5 $25.00

12 N PLUG, HEX HEAD,

SIZE -20 (1 5/8"-12

UN/UNF-2A) VALE

SAE-ORB ORB (Piece 76 of Coast Guard

Drawing 750-WMSL- 556-504) **

PARKER 20 PSON 1 $25.00

12 N UNION, 1" PS

FEMALE SOCKET

WELD X WE -16 (1

5/16"-12 UN/UNF-2A)

MALE SAE-ORB

(Piece 85 of Coast

Guard Drawing 750-

WMSL-556-504) **

DERBYSHIRE MARINE

MP303-5-16

15 $10.00

12 N LINE MOUNT

MANIFOLD , CROSS

PILOT, 1" SAE ORB

LNE PORTS, T-17A

CAVITIES, 2

CAVITIES (Piece 89 of Coast Guard Drawing

750-WMSL-556-504)

SUN HYDRAULIC YJM 2 $250.00

12 N 3,1 PILOT RATIO, ,

STANDARD

CAPACITY

COUNTERBALANCE

VALVE, 60 GPM

CAPACITY, T-17A

CAVITY, 1000 PSI

RELIEF SET PONT

(Piece 90 of Coast

Guard Drawing 750-

WMSL-556-504) **

SUN HYDRAULIC

CGGALHN

4 $100.00

12 N PIPE, 1/2" IPS, SCHD

40, SEAMLESS, ASTM

A3I2 (Piece 93 of Coast

Guard Drawing 750-

WMSL-556-504) **

3, 4’ Segments

$250.00 xiii (Rev-0)

12 N DIRECT-ACTING

RELIEF VALVE -

PILOT CAPACITY, 2,5

GPM CAPACITY, T-84

CAVITY, 200 PSI SET

POINT (Piece 103 of Coast Guard Drawing

750-WMSL-556-504)

SUN HYDRAULIC

RBAECEN

1 $250.00

12 N Topworx ** 7FA6-73658-3DD 4 $605.00 12 N Topworx ** 7FD1-73658-3DD 2 $619.00 12 N Topworx ** 7FG7-73658-3DD 2 $633.00 12 N Topworx ** 3PIN IMPLLSE, 25 ft Cable 8 $150.00 12 N Stern Door Modification

Gasket Kit (includes Center Gasket, Port Upper Gasket, Port Lower Gasket, Stbd

Upper Basket and Stbd Lower Gasket)**

NSN: 5330-01-651-3139 1 2,000

12 N Center Gasket* OEM Dwg# D-WK-868-40

(Item 06)

NSN: 5330-01-649-2524 1 390.13

12 N Port Upper Gasket* OEM Dwg# D-WK-

868-40 (Item 12)

12 N Port Lower Gasket* OEM Dwg# D-WK-

868-40 (Item 13)

NSN: 5330-01-649-2507 1 $390.13

12 N Stbd Upper Gasket* OEM Dwg# D-WK-

868-40 (Item 14)

NSN: 5330-01-649-7389 1 $390.13

12 N Stbd Lower Gasket* OEM Dwg# D-WK-

868-40 (Item 15)

NSN: 5330-01-649-7391 1 $390.13

12 N Port Lower Guide Rail OEM Dwg# D-WK- 868-42 (Item 24)**

NSN: 5340-01-649-7443 1 $2,950.00

12 N Port Middle Guide Rail OEM Dwg# D-WK- 868-42 (Item 25)**

NSN: 5340-01-649-7452 1 $2,950.00

12 N Port Upper Guide Rail OEM Dwg# D-WK- 868-42 (Item 26)**

NSN: 5340-01-649-7462 1 $2,950.00

12 N Stbd Lower Guide Rail OEM Dwg# D-WK- 868-42 (Item 27)**

NSN: 5340-01-649-7470 1 $2,450.00

12 N Stbd Middle Guide Rail OEM Dwg# D-WK- 868-42 (Item 28)**

NSN: 5340-01-650-1580 1 $2.450.00

xiv (Rev-0)

12 N Stbd Upper Guide Rail OEM Dwg# D-WK- 868-42 (Item 29)**

NSN: 5340-01-650-1575 1 $2,450.00

12 N JUMO Thermometer 608540/0280-643-00-0-847-8- 144-26-150-21/5220 Scale

C+F

1 $452.42

13 N Sprinkler Nozzles, ½� male NPT

PN: 4510-DAO-A13441 16 100.00

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

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

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

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

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

Work Item Title

1 Tanks (Ballast), Clean and Inspect

4 Tank (High Purity Water), Clean and Inspect

5 Reduction Gears Flexible Hoses, RenewÂ

6 Fire Detection System, Inspect and Test

9 Cargo Handling Elevator, Inspect and Repair

10 Dual Point Davit, Biennial Maintenance, Perform xvi (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_0824_FLT

REC_00000_FLT_Commercial Project @ CG Facility (0121)

General Requirements

1. SCOPE

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

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 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, Weldox 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 Weldox 900, all welding procedures and welder qualifications for welding Weldox 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 Weldox 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 Additional Requirements. The Contractor must be aware of the following:

3.5.6.1 No Contractor or Subcontractor must have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.

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

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

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

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

3.7.1 None.

6 (Rev-0)

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.

7 (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

8 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL # WORK

ITEM # WORK ITEM TITLE

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

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER

COAT, BARRIER COAT, TOP

COAT, ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFAC

E

AMBIEN

T

ΔT

| DP -

SURFACE |

9 (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

10 (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)

11 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL # WORK

ITEM #

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

12 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL # WORK ITEM

# WORK ITEM TITLE

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

13 (Rev-0)

4.2 Tank and Void Assessment form.

14 (Rev-0)

15 (Rev-0)

12316_0723_FLT

REC_12316_FLT_418’ WMSL (CGC JAMES) (1124)

WORK ITEM 1: Tanks (Ballast), Clean and Inspect

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tank(s):

TABLE 1 – LIST OF TANKS

TYPE OF STRUCTURE LOCATION CAPACITY - 95%

(GALLONS)

TANK CONTENT

DISPOSAL

(GALLONS)

Ballast Tank 5-72-0-W 5,587 294 Ballast Tank 5-82-0-W 21,190 1115

Ballast Tank 5-16-1-W 14,438 760

Ballast Tank 5-16-2-W 14,458 761

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 750-WMSL-085-034, Rev A, Tank Sounding and Moment of Inertia

Tables (ASC085014H) (WMSL 754 Only) Coast Guard Drawing 750-WMSL-100-013, Rev L, Unit 1210 Structure - – Inner bottom To 1st

Platform - Fr 10 to Fr 22 (ASC100121) Coast Guard Drawing 750-WMSL-100-036, Rev N, Unit 3110 Structure 1st Platform and Below

Frs 65-77 (ASC100311) Coast Guard Drawing 750-WMSL-100-040, Rev M, Unit 3210 Structure - Inner Bot to 1st

Platform - Fr 76 to Fr 88 (ASC100321) Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication

Details Ship Wide (ASC167001)

16 (Rev-0)

COAST GUARD PUBLICATIONS

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 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General.

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

• 3.7 Inspection.

3.1.2 Tech Rep.

None.

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…