Attachment (2) Specs Rev-1 dtd 10.29.21.pdf

USCGC STONE (WMSL 758)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2022

Developed By: Daniel A Doherty

(Rev-1, 29 October 2021)

USCGC STONE (WMSL-418) DOCKSIDE AVAILABILITY FY2022

ii (Rev-1)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .................................................................................. x Consolidated List of Critical Inspection Items ........................................................................................... xvi Principal Characteristics ........................................................................................................................... xvii General Requirements WORK ITEM 1: Tanks (Ballast), Clean and Inspect WORK ITEM 2: Tanks (Oily Waste), Clean and Inspect WORK ITEM 3: Tanks (Ballast), Preserve “100%” WORK ITEM 4: Tanks (Oily Waste), Preserve “100%” WORK ITEM 5: Fire Extinguishing System (Galley Grease), Inspect And Test WORK ITEM 6: Gas Turbine Module Fixed CO2 Fire Extinguishing System, Inspect And Test WORK ITEM 7: Heptafluoropropane (HFP) Fire Extinguishing System, Inspect and Test WORK ITEM 8: Water Mist Fire Extinguishing System, Inspection WORK ITEM 9: Water Mist Fire Extinguishing System, Discharge Test WORK ITEM 10: Handgrabs, Install (Remaining) WORK ITEM 11: Handrails, Install WORK ITEM 12: Storage Cages, Install WORK ITEM 13: Tank Sounding Tube, Replace WORK ITEM 14: HVAC and Chilled Water System, Modify, CANCELLED WORK ITEM 15: Transom Double Doors and Tow Outfits, Modify WORK ITEM 16: Stern Door Hydraulic and Control System, Modify WORK ITEM 17: Dry Provision Storeroom, Modify, CANCELLED WORK ITEM 18: HVAC System (Port Aft Capstan), Modify WORK ITEM 19: Floating Platform, Provide WORK ITEM 20: Crane-Barge Services, Provide iii (Rev-1)

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

10/29/2021 1 14 Cancelled Work item

10/29/2021 1 17 Cancelled Work item

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-1)

CONSOLIDATED LIST OF REFERENCES

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at the time of specification writing and during contract execution.

All Coast guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.

COAST GUARD DRAWINGS

Coast Guard Drawing 418A WMSL-512-003, Rev B, HVAC Modifications for Dry Provisions Stowage

Mods

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

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

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

Coast Guard Drawing 418A-WMSL-167-001, Rev A, Fabrication & Installation Transom Doors

Coast Guard Drawing 418A-WMSL-167-7, Rev -, Hangar BERP Installation L3 Port Bhd / Fr 57

Coast Guard Drawing 418A-WMSL-169-001, Rev B, Stern Door Extension and Incidental Mods, Extension Panel Construction

Coast Guard Drawing 418A-WMSL-180-003, Rev -, SS-1-69-2 Fan Fdn Modifications

Coast Guard Drawing 418A-WMSL-186-001, Rev -, Tow Bitt Structural Reinforcement

Coast Guard Drawing 418A-WMSL-320-005, Rev -, Power Sys Dk Plan - 1st Platf & Below, Fwd of FR

36 & Aft of FR 70 Cable Routing (ASC320003CR)

Coast Guard Drawing 418A-WMSL-437-1, Rev -, Electrical Flowmeter Installation Auxiliary Seawater

Coast Guard Drawing 418A-WMSL-506-001, Rev -, Overflow / Air Escapes Sounding Tubes Diagram

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

Coast Guard Drawing 418A-WMSL-512-004, Rev -, HVAC Modifications IWO Aft Capstan

Coast Guard Drawing 418A-WMSL-556-001, Rev A, Stern Gate Hydraulic System Diagram

Coast Guard Drawing 418A-WMSL-593-006, Rev -, Reroute Sewage Piping IWO Dry Provisions Rm

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

Coast Guard Drawing 418A-WMSL-672-002, Rev A, Dry Provisions Storeroom Modifications

Coast Guard Drawing 418A-WMSL-802-002, Rev - , WMSL HVAC Electrical Mods

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

Coast Guard Drawing 750 WMSL-520-004, Rev E, Salt Water Cooling Unit 1320 (ASC520132-SW)

Coast Guard Drawing 750 WMSL-520-005, Rev E, Salt Water Cooling Unit 2110 (ASC520211-SW)

Coast Guard Drawing 750 WMSL-520-008, Rev F, Salt Water Cooling Unit 2210 (ASC520221-SW)

Coast Guard Drawing 750 WMSL-520-500, Rev C, Stern Tube Seawater Piping Modifications

Coast Guard Drawing 750 WMSL-520-505, Rev D, Auxiliary Seawater Piping Mods AMMR & Shaft

Alley

Coast Guard Drawing 750 WMSL-520-506, Rev E, Auxiliary Seawater Piping Mods FWD Fr 52 v (Rev-1)

Coast Guard Drawing 750-WMSL 100-014, Rev G, Unit 1220 Structure - 1st Platform to 2nd Deck - Fr

10 to Fr 22 (ASC100122)

Coast Guard Drawing 750-WMSL 167-007, Rev C, Hatch & Scuttle List Ship Wide, NSC 3 and Follow

(AS3167003)

Coast Guard Drawing 750-WMSL 167-504, Rev E, Hatch & Scuttle List Ship Wide, NSC 3 and Follow

(AS3167003)

Coast Guard Drawing 750-WMSL 180-004, Rev E, Fdn Arr Dwg Design Unit 1220 Bklt No. 1

(ASC180122)

Coast Guard Drawing 750-WMSL 506-008, Rev C, Overflow / Air Escapes / Sounding Tubes Unit 1220

(ASC506122-AE)

Coast Guard Drawing 750-WMSL 512-017, Rev C, Vent & Air Cond Arr 1st Platf Unit 1220

(ASC512122)

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

1220 (ASC528122-PD)

Coast Guard Drawing 750-WMSL 593-013, Rev C, Bilge & Oil Pollution Control Unit 1220

(ASC593122-PC)

Coast Guard Drawing 750-WMSL 612-002, Rev C, Fab & Install of Interior Rails Stanchions & Lifelines

(ASC612002)

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

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

(ASC635002)

Coast Guard Drawing 750-WMSL 640-003, Rev G, Furniture Schedule (ASC640003)

Coast Guard Drawing 750-WMSL 672-500, Rev B, Forward Storeroom Partitions & Shelving

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

& 2 Only) (ASC167003)

Coast Guard Drawing 750-WMSL-100-031, Rev K, Unit 2300 Structure – Inner Bottom – Fr 52 to Fr 64

(ASC1000230)

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

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

76 to Fr 88 (ASC100321)

Coast Guard Drawing 750-WMSL-100-045, Rev J, 2nd Dk to Main Dk - FR 82 to Aft (ASC100333)

Coast Guard Drawing 750-WMSL-100-053, Rev J, Unit 4420 Structure – 01 Level And Abv – Fr 52 To

Fr 67 (ASC100442)

Coast Guard Drawing 750-WMSL-100-061, Rev A, Inboard & Outboard Profiles (AS3100002)

Coast Guard Drawing 750-WMSL-100-083, Rev -, General Arrangements NSC 5 & Follow

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

Coast Guard Drawing 750-WMSL-100-508, Rev H, Unit 2340 Structure – Main Deck To 01 Level – Fr

52 To Fr 64 (ASC100234)

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

Wide (ASC167001)

Coast Guard Drawing 750-WMSL-167-503, Rev A, Structural, Door List (ASC167002)

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

Supports, Dets & L/M 2nd Deck Up – 02 Lvl (ASC259012) vi (Rev-1)

Coast Guard Drawing 750-WMSL-320-577, Rev -, Electrical Mods Incidental to Stern Gate PWR &

CNTRL Enhancement

Coast Guard Drawing 750-WMSL-485-001, Rev L, Sleeves – Pipe Structure Penetration (SP485000)

Coast Guard Drawing 750-WMSL-485-001, Rev L, Sleeves-Pipe Structure Penetration (Sp485000)

(Unsigned)

Coast Guard Drawing 750-WMSL-485-001, Rev L, Sleeves-Pipe Structure Penetration (SP485000)

Coast Guard Drawing 750-WMSL-500-002, Rev E, Resilient Hanger Details & Installation

Coast Guard Drawing 750-WMSL-506-014, Rev B, Air Escapes / overflows / Sounding Tubes – Unit

1340 (ASC506134-Ae)

Coast Guard Drawing 750-WMSL-506-025, Rev C, Ovfl / Air Escapes / Sounding Tubes Unit 2300

(ASC506230-Ae)

Coast Guard Drawing 750-WMSL-506-026, Rev C, Ovrflw / Airescapes / Sounding Tubes Unit 2330

(ASC506233-Ae)

Coast Guard Drawing 750-WMSL-506-031, Rev D, Overflow / Air Escapes / Sounding Tubes - Unit

3210 (ASC506321-Ae)

Coast Guard Drawing 750-WMSL-506-032, Rev C, Overflow / Airescapes / Sounding Tubes Unit 3220

(ASC506322-Ae)

Coast Guard Drawing 750-WMSL-506-033, Rev B, Ovrflw / Airescapes / Sounding Tubes Unit 3230

(ASC506323-Ae)

Coast Guard Drawing 750-WMSL-506-037, Rev B, Ovfl / AE & Sndg Tubes System Unit 4110

(ASC506411-Ae)

Coast Guard Drawing 750-WMSL-506-039, Rev D, Overflows / Air Escapes / Sounding Tubes Unit 2310

(ASC506231-Ae)

Coast Guard Drawing 750-WMSL-506-040, Rev B, Overflw / Airescapes / Sounding Tubes Unit 2320

(ASC506232-Ae)

Coast Guard Drawing 750-WMSL-506-512, Rev -, Ferrous Sounding Tube Replacement A & D

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

(ASC508001)

Coast Guard Drawing 750-WMSL-509-001, Rev A, HVAC Insulation Schedule and L/M (ASC509001)

Coast Guard Drawing 750-WMSL-512-002, Rev E, Heating and Cooling Load Calculations

(ASC512005)

Coast Guard Drawing 750-WMSL-512-004, Rev A, Vent and Air Conditioning Standard Instruction

(ASC512007)

Coast Guard Drawing 750-WMSL-512-040, Rev G, Vent & Air Cond Arr 2nd Deck Unit 3230

(ASC512323)

Coast Guard Drawing 750-WMSL-512-074, Rev B, HVAC System Diagram Selected Record DWG

NSC4 (ASC512001D)

Coast Guard Drawing 750-WMSL-512-530, Rev C, HVAC Modifications to Fan Rooms

Coast Guard Drawing 750-WMSL-512-534, Rev -, HVAC Equipment List

Coast Guard Drawing 750-WMSL-514-001, Rev C, Chilled Water System Schematic (ASC414014)

Coast Guard Drawing 750-WMSL-516-001, Rev E, A/C & Refrigeration Piping Diagram (ASC516001)

Coast Guard Drawing 750-WMSL-516-049, Rev A, Chilled Water System Diagram Selected Record

DWG NSC4 (ASC516002D)

Coast Guard Drawing 750-WMSL-516-503, Rev -, Chilled Water Modifications to Fan Rooms vii (Rev-1)

Coast Guard Drawing 750-WMSL-520-010, Rev G, Salt Water Cooling System Unit 2310 (ASC520231-

SW)

Coast Guard Drawing 750-WMSL-520-011, Rev F, Salt Water Cooling Unit 2320 (ASC520232-SW)

Coast Guard Drawing 750-WMSL-520-016, Rev D, Salt Water Cooling Unit 3130 (ASC520313-SW)

Coast Guard Drawing 750-WMSL-520-019, Rev C, Salt Water Cooling Unit 3330 (ASC520333-SW)

Coast Guard Drawing 750-WMSL-520-507, Rev F, Auxiliary Seawater Piping Mods AFT of FR 52.

Coast Guard Drawing 750-WMSL-522-001, Rev G, Diagram Machinery Space Water Mist (ASC522001)

Coast Guard Drawing 750-WMSL-522-002, Rev -, Machinery Space Water Mist System Description

(ASC522001-02)

Coast Guard Drawing 750-WMSL-555-011, Rev C, Machinery Space Watermist System Schematic

(ASC555049)

Coast Guard Drawing 750-WMSL-556-003, Rev E, Label Plate List - Blst/Deballast-Overfl/Ae/St-Hydr

Sys (ASC556002)

Coast Guard Drawing 750-WMSL-556-006, Rev F Stern Gate Hydraulic System Diagram (ASC556004)

Coast Guard Drawing 750-WMSL-556-22, Rev H, Steering Gear and Stern Gate Hydraulic Piping - Unit

3330 (ASC556333-HY)

Coast Guard Drawing 750-WMSL-556-504, Rev B, Mod To Improve Stern Gate Speed

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

Coast Guard Drawing 750-WMSL-582-001, Rev D, Anchoring, Mooring, And Towing Arrangement

(ASC582001)

Coast Guard Drawing 750-WMSL-582-002, Rev H, Mooring and Towing Arrangement (ASC582002)

Coast Guard Drawing 750-WMSL-600-030, Rev J, Fab & Instl of Hull Outfit Design, Unit 3140

(ASC600314)

Coast Guard Drawing 750-WMSL-612-502, Rev B, Fab & Install of Handgrabs iwo Hatches/Scuttles

Coast Guard Drawing 750-WMSL-612-503, Rev B, Handrails P&S Steering Gear Room Fab & Install

Coast Guard Drawing 750-WMSL-622-009, Rev D, Gratings & Handrails Uptakespace (ASC622009)

Coast Guard Drawing 750-WMSL-631-002, Rev P, Paint Schedule (ASC631002)

Coast Guard Drawing 750-WMSL-633-001, Rev D, Installation of Cathodic Protection (ASC633001)

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

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

(ASC635002)

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

(ASC635002)

Coast Guard Drawing 750-WMSL-640-003, Rev G, Furniture Schedule (ASC640003)

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

Details

COAST GUARD PUBLICATIONS

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

Manual

Coast Guard Technical Publication (TP) 7018, SWBS 234, May 2007, Main Gas Turbine (MGT) - Model

7LM2500-SB-MLG10 - Installation Instructions

Coast Guard Technical Publication (TP) 7097, SWBS 555, Jun 2007, Fire Protection System - Model

FM-200 – Design, Installation, Operation & Service Manual viii (Rev-1)

Coast Guard Technical Publication (TP) 7108A, SWBS 573, Mar 2016, Stores Elevator - Model 20833

Coast Guard Technical Publication (TP) 7118, SWBS 555, Jun 2007, Carbon Dioxide Fire Protection

System - Series 70

Coast Guard Technical Publication (TP) 7141, SWBS 555, Mar 2020, Ultra Fog High Pressure Sprinkler

Systems

Coast Guard Technical Publication (TP) 7168, SWBS 516, Amendment 2, Feb 2018, 3.2 Ton

Refrigeration Plant, Ships Stores

Coast Guard Technical Publication (TP) 7427, SWBS 651, Aug 2014, R-102 Restaurant Fire Suppression

System – Design, Installation, Recharge and Maintenance Manual

Coast Guard Technical Publication (TP) 7794, 08-OCT-15, Sliding Double Transom Door - Model H-

WK-868-29 (Hulls 752 & ON)

General Requirements for Drawing Preparation

SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

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

Requirements

Surface Forces Logistics Center Standard Specification 0450 (SFLC Std Spec 0450), 2020, Electrical

Power for Contractor Tools and Equipment

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

Allied Processes

Surface Forces Logistics Center Standard Specification 0850 (SFLC Std Spec 0850), 2020, General

Requirements for Drawing Preparation

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

Electrical Cable Test

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

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

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

Machine Systems

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

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

Deck Covering Systems

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

Services

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

Hull Accesses

Unassigned Space.pptx

OTHER REFERENCES

“Testing and Balancing Excessive Condensation”, Rev. A

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2016, Personnel Qualification and Certification in Nondestructive Testing

American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2016, 2016, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel

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

ix (Rev-1)

ASTM International (ASTM) A53, July 2020, Standard Specification for Pipe, Steel, Black and Hot-

Dipped, Zinc-Coated Welded and Seamless

ASTM International (ASTM) F683, Aug 2014, Standard Practice for Selection and Application of

Thermal Insulation for Piping and Machinery

ASTM International (ASTM) F783, 2018, Standard Specification for Staple, Handgrab, Handle and

Stirrup Ring

Code of Federal Regulations (CFR) Title 29, Part 1915, 2014, Occupational Safety and Health Standards for Shipyard Employment

Code of Federal Regulations (CFR) Title 29, Part 1915, Section 15, 2007, Shipyard Employment

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

Other Working Surfaces

Commercial Item Description (CID) A-A-59588B, 2012, Rubber Silicone

DOD-STD-2188, Apr 1987, Babbitting of Bearing Shells

Federal Specification (Fed Spec) HH-P-151, July 2020, Packing, Rubber-Sheet, Cloth Insert

Federal Specification (Fed Spec) HH-P-151G, Jul 2020, Rubber-Sheet, Cloth Insert

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

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

MIL-A-24179, Jun 1987, Adhesive, Flexible Unicellular-Plastic Thermal Insulation

MIL-DTL-24244, May 2000, Insulation Material, With Special Corrosion, Chloride, and Fluoride

Requirements

MIL-DTL-32585, Aug 2017, Insulation, Thermal and Acoustic, Fibrous Glass

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

MIL-PRF-17672, 14 Oct 2010, Hydraulic Fluid, Petroleum, Inhibited

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

MIL-STD-419E, Aug 2017, Cleaning and Protecting Piping, Tubing and Fittings for Hydraulic Power

Transmission Equipment

MIL-Y-1140, Sep 1985, Yarn, Cord, Sleeving, Cloth, And Tape- Glass

National Fire Protection Association (NFPA) 25, 2017, Standard for the Inspection, Testing, and

Maintenance of Water-Based Fire Protection Systems

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 11 (SSPC-SP 11), 2013, Power Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2004, Solvent Cleaning

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

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, 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, 2004, Near-White Blast Cleaning

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

Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning x (Rev-1)

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)

8 N **Ultra Fog Sock

Filters

NSN: 4210-01-660-6485 PN:

B10203052

4 225.00

14 N Non Shock Navy Fan, Model X-A2A4W5 with a 1-1/2HP motor

@ 3600 RPM,

440/3/60, 50 degree ambient. Fan master plan FF-19550

PN: 500706-9576 3 ea. 12,154.00

14 N Electric Duct Heater NSN: 4520-01-200-0681 PN:

TFZ-25H

1 ea. 3,500.00

14 N Electric Duct Heater NSN: 4520-01-150-5403 PN:

TFZ-28H

1 ea. 5,000.00

14 N Electric Duct Heater NSN: 4520-01-148-9352 PN:

TFZ-27H

1 ea. 5,000.00

16 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

16 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

16 N TUBE, SLEEVE, 3/8

NCH (Piece 29 of Coast

Guard Drawing 750-

WMSL-556-504) **

5 $25.00

16 N SUCTION STRANER,

50 GPM FLOW RATE,

SST MESH 125

MICRON, 3 INCH NPT

INTO TANK, 2 INCH

NPT FEMALE PIPE

CONNECTION (Piece

30 of Coast Guard

Drawing 750-WMSL-

556-504**

STAUFF TMF-50-0 1 $1500.00

16 N DIRECT -ACTING

RELIEF VALVE -

PILOT CAPACITY, 2,5

GPM CAPACITY, T-8

SUN HYDRAULICS RBAECAN 1 $500.00

xi (Rev-1)

CAVITY, 1000 PSI SET

POINT(Piece 49 of Coast

Guard Drawing 750-

WMSL-556-504) **

16 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

16 N RETURN LINE

FILTER, TWO INLET

CONNECTIONS, SAE

ORB 1 1/4" AND 1 1/2"

FEMALE NPT, 25 PSI

BYPASS AND CI-20

CLOGGING

INDICATOR (Piece 54 of Coast Guard Drawing

750-WMSL-556-504) **

STAUFF

RTF58G05B-UN20/N24-B1.7-

S1-V

1 $75.00

16 N WELDING RING FOR

MOUNTING RETURN

LINE FILTER (Piece 55 of Coast Guard Drawing

750-WMSL-556-504) **

STAUFF

WR-40

1 $25.00

16 N ROTARY FLOW

DIVIDER , EXTERNAL

GEAR, 1 1/4" FEMALE

SAE ORB INLET X 2

EACH 1" FEMALE SAL

ORB OUTLETS, NO

RELIEF VALVE, 50

GPM MAX INLET

FLOW (Piece 57 of

Coast Guard Drawing

750-WMSL-556-504) **

VIKING ROTARY FLOW

DIVIDER GD-07DD00-GO

1 $500.00

16 N PILOT-OPERATED,

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) **

SUN-HYDRAULICS RPGC-

LAN

2 $250.00

16 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)

SUN HYDRAULIC VFW 2 $500.00

xii (Rev-1)

FEMALE SAE-ORB

GAGE PORT, T-3A

CAVITY (Piece 59 of

Coast Guard Drawing

750-WMSL-556-504) **

16 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

16 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

16 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

16 N FAST-ACTING, 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) **

SUN HYDRAULIC RPGELAN 1 $500.00

16 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

16 N DIRECTIONAL

CONTROL VALVE,

SINGLE SOLENOID, 2

POSITION, SPRING

PARKER

D81VW002E5NYGP56

1 $500.00 xiii (Rev-1)

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) **

16 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

16 N SANDWICH

MANFOLD• ISO 08, ON

A AND B W1TH

CROSS PILOT, T-17-6

CAVITY (Piece 74 of

Coast Guard Drawing

750-WMSL-556-504) **

HBN/S

2 $500.00

16 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

16 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

16 N UNION, 1/2" IPS

FEMALE SOCKET

WELD X SIZE -08 (3/4,-

16 UN/UNF-2A) MALE

SAE-ORB (Piece 77 of

Coast Guard Drawing

750-WMSL-556-504) **

PARKER

16-8 F50G5

4 $20.00

16 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

16 N LINE MOUNT

MANIFOLD , CROSS

PILOT, 1" SAE ORB

LNE PORTS, T-17A

YJM

2 $250.00 xiv (Rev-1)

CAVITIES, 2 CAVITIES

(Piece 89 of Coast Guard

Drawing 750-WMSL-

556-504) **

16 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

16 N PIPE, 1/2" IPS, SCHD

40, SEAMLESS, ASTM

A3I2 (Piece 93 of Coast

Guard Drawing 750-

WMSL-556-504) **

10 Feet $250.00

16 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

16 N Port Open-Close

Cylinder

OEM Dwg D-WK-868-

32 (Item 4)

NSN: 2090-01-619-7991 1

16 N Stbd Open-Close

Cylinder

32 (Item 5)

NSN: 2090-01-620-6484 1

16 N Port Locking Cylinder

44 (Item 33)

NSN: 5340-01-620-6491

16 N Stbd Locking Cylinder

OEM Dwg D-WK-868-

44 (Item 37)

NSN: 2090-01-619-0721 1

16 N Center Gasket

OEM Dwg# D-WK-868-

40 (Item 06)

NSN: 5330-01-649-2524 1

16 N Port Upper Gasket

OEM Dwg# D-WK-868-

40 (Item 12)

16 N Port Lower Gasket

OEM Dwg# D-WK-868-

40 (Item 13)

NSN: 5330-01-649-2507 1

16 N Stbd Upper Gasket

OEM Dwg# D-WK-868-

NSN: 5330-01-649-7389 1

xv (Rev-1)

40 (Item 14)

16 N Stbd Lower Gasket

OEM Dwg# D-WK-868-

40 (Item 15)

NSN: 5330-01-649-7391 1

16 N Port Lower Guide Rail

OEM Dwg# D-WK-868-

42 (Item 24)

NSN: 5340-01-649-7443 1

16 N Port Middle Guide Rail

OEM Dwg# D-WK-868-

42 (Item 25)

NSN: 5340-01-649-7452 1

16 N Port Upper Guide Rail

OEM Dwg# D-WK-868-

42 (Item 26)

NSN: 5340-01-649-7462 1

16 N Stbd Lower Guide Rail

OEM Dwg# D-WK-868-

42 (Item 27)

NSN: 5340-01-649-7470 1

16 N Stbd Middle Guide Rail

OEM Dwg# D-WK-868-

42 (Item 28)

NSN: 5340-01-650-1580 1

16 N Stbd Upper Guide Rail

OEM Dwg# D-WK-868-

42 (Item 29)

NSN: 5340-01-650-1575 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 xvi (Rev-1)

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

2 Tanks (Oily Waste), Clean and Inspect

8 Water Mist Fire Extinguishing System, Inspection

14 HVAC and Chilled Water System, Modify

15 Transom Double Doors and Tow Outfits, Modify xvii (Rev-1)

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-1)

00000_0521_FLT

REC_00000_FLT_Commercial Project @ CG Facility (0121)

General Requirements

1. SCOPE

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

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and

'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is

Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

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

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

Requirements

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

Allied Processes

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

OTHER REFERENCES

None

3. REQUIREMENTS

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

2 (Rev-1)

3.1.1 NAVSEA drawings listed will be available FOR INSPECTION ONLY from the Coast Guard Port Engineer post-award. SFLC will not redistribute NAVSEA documents. Contractors can apply to NAVSEA headquarters directly for copies.

3.2 Contractor-provided fire watch personnel. The Contractor must provide fire watch personnel and equipment.

3.3 Preservation requirements. The Contractor must accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec

6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

3.3.2 Coating colors and system color schemes. The Contractor must obtain a written KO authorization to deviate from any coatings required in SFLC Std Spec 6310 Appendix C before work.

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

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

3.5.1 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 : NONE

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 must be 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 must be 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

3 (Rev-1)

Contractor must submit copies of all regulatory notifications to the Contracting Officer and the local Facility

Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications must be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System

(NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor must appoint in writing an Environmental Manager for the project, and must be 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. None.

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

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

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

3.3.1 Location of boundaries. Boundaries of access cuts and closure plates shall, in general, be located between principal ship framing, bulkheads, and other structural members and shall be at least three inches from any of

4 (Rev-1) these members or from the toes of other welds. A reduction in this three inch minimum may be approved by the

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

5 (Rev-1)

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

Fitted with fasteners that permit rapid installation and removal.

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

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

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

NOTE

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

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.

6 (Rev-1)

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/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME

7 (Rev-1)

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 |

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

8 (Rev-1)

QA-3A - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

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/NACE INSPECTOR SIGNATURE CERT. # DATE /

TIME

9 (Rev-1)

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/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

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 Reading

(mils)

Mean Reading (mils) IAW ASTM DD4417).

10 (Rev-1)

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)

11 (Rev-1)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL #

WORK ITEM

COATING MFG PRODUCT NAME

BATC

H #

INDUCTI

ON TIME

COATING SYSTEM

SEQUENCE

(PRIMER/TOUCHUP/3RD

COAT, ETC.)

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

SPOT 1 2 3 4 5

AVERAGE

VALUE

*BASE METAL READING

(BMR) Required, If Magnetic

Pull-Off (Type I/Banana) Gauge Is

Used.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

1 AVG. BMR DEVIATION

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

12 (Rev-1)

12316_RTK_0121_418

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)

LOW SUCTION –

~5%…