ATTACHMENT_1_Specifications_for_WAESCHE_DS_FQ3_FY16.pdf

USCGC WAESCHE (WMSL 751)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2016

Developed By: Kevin P O'brien

(Rev-0, 30 November 2015)

ATTACHMENT 1

USCGC WAESCHE (WMSL-418) DOCKSIDE AVAILABILITY FY2016

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .............................................................................. viii Consolidated List of Critical Inspection Items ............................................................................................. ix Principal Characteristics ................................................................................................................................ x General Requirements WORK ITEM 1: Tanks, Clean and Inspect WORK ITEM 2: Fixed CO2, FM 200 and Ansul R-102 Systems Annual Certification WORK ITEM 3: Water Mist System Annual Inspection WORK ITEM 4: Forward and Aft Capstan, Annual Overhaul WORK ITEM 5: Oily Water Separator System, Groom WORK ITEM 6: Flight Deck Net, Weight Testing WORK ITEM 7: Tenting, Provide WORK ITEM 8: Superstructure, Preserve “Partial” WORK ITEM 9: Exhaust Stacks (Exterior), Preserve WORK ITEM 10: Temporary Services, Dockside, Home Pier WORK ITEM 11: Piping and Valve Insulation, Renew WORK ITEM 12: Insulation Repairs, Watertight Doors WORK ITEM 13: Water Mist Pump Room, Bulkhead, Preserve WORK ITEM 14: Starboard Carriage Winch, Repairs WORK ITEM 15: Air Conditioning Plants Resilient Mounts, Renew WORK ITEM 16: Bulkheads, Preserve, “Partial” WORK ITEM 17: Decks, Preserve WORK ITEM 18: Vent Ducts (Crew Mess Room, Ward Room and CPO Mess Room), Commercial

Cleaning WORK ITEM 19: Vent Ducts, Renew WORK ITEM 20: Flight Deck Nets, Renew WORK ITEM 21: Tanks (JP-5 Overflow), Preserve “100%” WORK ITEM 22: Tanks (Water Mist), Preserve “100%” WORK ITEM 23: Tanks (Water Mist), Preserve “Partial” 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 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 – as follows:

MIL/DOD/CID Specifications: http://www.assistdocs.com/search/search_basic.cfm

Commandant Instruction Manuals: http://www.uscg.mil/directives/default.asp

Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws::

www.gpoaccess.gov

The Government is aware of the following internet web links where contractors may procure commercial specifications:

American Welding Society (AWS): http://www.awspubs.com/index.php

ANSI, ASTM, IEEEE, NFPA, ASME, SAE Standards: http://www.techstreet.com/

NFPA: http://www.nfpa.org

SSPC Standards and pictorial guides: http://shopping.netsuite.com/sspcmarketplace

COAST GUARD DRAWINGS

Coast Guard Drawing 750-WMSL-085-003, Rev A, Compartment Areas & Volumes NSC 1 & NSC 2

(Only) (ASC085012)

Coast Guard Drawing 750-WMSL-085-020, Rev A, Tank Capacity Curves ( WMSL - 751 Only )

(ASC085013B)

Coast Guard Drawing 750-WMSL-100-001, Rev L, General Arrangements (ASC100001)

Coast Guard Drawing 750-WMSL-100-002, Rev G, Inboard and Outboard Profiles (ASC100002)

Coast Guard Drawing 750-WMSL-100-042, Rev C, Unit 3230 Structure - 2nd Dk to Main Deck - FR 76 to FR 88 (ASC100323)

Coast Guard Drawing 750-WMSL-100-064, Rev B, Topside Configuration (NSC 2 SRD) (ASC100004B)

Coast Guard Drawing 750-WMSL-100-54, Rev D, Unit 4430 Structure – Stack – Fr 48 to Fr 57

(ASC100443)

Coast Guard Drawing 750-WMSL-101-002, Rev G, C & A, Innerbottom (ASC101002)

Coast Guard Drawing 750-WMSL-101-004, Rev G, C & A, First Platform (ASC101004)

Coast Guard Drawing 750-WMSL-167-001, Rev H, Manhole List Installation and Fabrication Details, Coast Guard Drawing 750-WMSL-180-008, Rev C, Fdn Arr Dwg Design Unit 1320 Bklt No. 1

(ASC180132)

Coast Guard Drawing 750-WMSL-300-039, Rev D, Unit 3330 2nd Deck FR 82 to AFT arr of Elect Eqpt

(ASC 300333)

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

(ASC508001)

Coast Guard Drawing 750-WMSL-512-001, Rev H, HVAC System Diagram (ASC512001) http://www.assistdocs.com/search/search_basic.cfm http://www.uscg.mil/directives/default.asp http://www.gpoaccess.gov/ http://www.awspubs.com/index.php http://www.techstreet.com/ http://www.nfpa.org/ http://shopping.netsuite.com/sspcmarketplace v (Rev-0)

Coast Guard Drawing 750-WMSL-512-030, Rev B, Vent & Air Cond Arr Mn Dk Unit 2240

(ASC512224)

Coast Guard Drawing 750-WMSL-512-034, Rev B, Vent & Air Cond Arr Mn Dk Unit 2340

(ASC512234)

Coast Guard Drawing 750-WMSL-514-001, Rev C, Chilled Water System Schematic (ASC514014)

Coast Guard Drawing 750-WMSL-516-002, Rev J, Chilled Water System Diagram (ASC516002)

Coast Guard Drawing 750-WMSL-516-009, Rev B, Chilled Water Unit 2130 (ASC516213-Cw)

Coast Guard Drawing 750-WMSL-516-013, Rev C, Chilled Water Unit 2330 (ASC516233-Cw)

Coast Guard Drawing 750-WMSL-516-015, Rev B, Chilled Water Unit 3130 (ASC516313-Cw)

Coast Guard Drawing 750-WMSL-516-017, Rev C, Chilled Water Unit 3230 (ASC516323-Cw)

Coast Guard Drawing 750-WMSL-520-022, Rev B, Seawater Cooling System WMSL 751 Only

(ASC520001B)

Coast Guard Drawing 750-WMSL-530-001, Rev F, Potable Water Systems Diagram (ASC530001)

Coast Guard Drawing 750-WMSL-530-011, Rev A, Potable Water Unit 2130 (ASC530213-PW)

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

Coast Guard Drawing 750-WMSL-555-008, Rev C, ACTIVE Fire Protection Hfp System Schematic

(ASC555046)

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

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

Coast Guard Drawing 750-WMSL-593-001, Rev H, Bilge and Pollution Control System Diagram

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

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

Coast Guard Drawing 750-WMSL-801-003, Rev A, Booklet of General Plans Nsc 2 SRD (ASC801001B

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

Details

NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details

COAST GUARD PUBLICATIONS

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

Manual

Coast Guard Technical Publication (TP) 7019, 31-MAY-07, Main Gas Turbine - Model LM2500 -

Service Manual

Coast Guard Technical Publication (TP) 7065, 15-JUN-07, FORWARD and Aft CAPSTAN - Model

20834

Coast Guard Technical Publication (TP) 7096, 10-OCT-07, Carbon Doixide Safety Manual

Coast Guard Technical Publication (TP) 7097, 21-JUN-07, Fire Protection System - Model FM-200

Coast Guard Technical Publication (TP) 7118, Carbon Dioxide Fire Protection System – Series 70

Coast Guard Technical Publication (TP) 7346, SWBS 593, 18 April 2008, Bilge Water Separator Ultra

Sep Model US5000-J316

Coast Guard Technical Publication (TP) 7348A, 20-MAR-11, Small Boat Retrieval System Equipment

Manual

Coast Guard Technical Publication (TP) 7427, 8 Feb 2012, R-102 Restaurant Fire Suppression Sys -

Design, Install, Recharge, Maint Manual vi (Rev-0)

Coast Guard Technical Publication (TP) 7525, 26-MAR-08, Cutter Information Book (Cib) - Auxiliary

Machinery (Vol. IV)

Coast Guard Technical Publication (TP) 7525, Cutter Information Book Auxiliary Machinery (Vol. IV) –

Rev. 1

Coast Guard Technical Standard (TS) 613, 22-MAR-13, Wire Rope, Synthetic Rope, and Rigging

Naval Sea Systems Command (NAVSEA) S9514-F1-M, 05-MAY-09, Air Cond Plant Hfc-134A 130-Ton

Capacity Description Operation, And

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014 General

Requirements

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General

Requirements

Surface Forces Logistics Center Standard Specification 0450 (SFLC Std Spec 0450), 2014, Electrical

Power for Contractor Tools and Equipment

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2014, Shipboard

Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2014, Shipboard

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

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2014, Auxiliary

Machine Systems

Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2014, Clean

Shipboard Ventilation Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary

Services

OTHER REFERENCES

ASTM International (ASTM) D2475-01(2008), 2008, Standard Specification for Felt

ASTM International (ASTM) F683, 2003, Standard Practice for Selection and Application of Thermal

Insulation for Piping and Machinery

Code of Federal Regulations (CFR) Title 46, Part 90-139, 2011, Shipping

Federal Specification (Fed Spec) QQ-N-281, Oct 1985, Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections

Federal Standard (FED-STD) 595, 2008, Colors Used In Government Procurement

MIL-A-22262, Mar 1996; Abrasive Blasting Media Ship Hull Blast Cleaning

MIL-C-6183B, Feb 1981, Cork and Rubber Composition Sheet: For Aromatic Fuel and Oil Resistant

Gaskets

MIL-M-17508F, Dec, 1990, Mount, Resilient, Type 6E2000

MIL-PRF-24176C, Oct 2004, Cement, Epoxy, Metal Repair and Hull Smoothing

Naval Air Warfare Center (NAVAIR) NAEC ENG 7576, Shipboard Aviation Facilities Resume, Jan

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 1998, Cork and

Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets vii (Rev-0)

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and

Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2013, Cork and

Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets

The Society for Protective Coatings (SSPC) Paint Application Specification No. 1 (SSPC-PA Guide 1), 2004, Shop, Field, And Maintenance Painting of Steel

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

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

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, 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 12/NACE No. SSPC-SP 12/NACE No.5, Surface Preparation and Cleaning of

Steel & Other Hard Materials by High and Ultrahigh Pressure Water Jetting Prior to Recoating viii (Rev-0)

CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY

The following is a list of property, which the Government will furnish. This list supersedes any other material obligations indicated or implied by referenced drawings.

WORK

ITEM

MTI ITEM

DESCRIPTION

NSN/PN QTY ESTIMATED

COST

($/UNIT)

14 Y RH (Starboard)

Brake actuator with limit switch

(Superior

Lidgerwood-Mundy

Corp.)

A2-411-0004 1 EA 7291.00

14 N Limit Switch

(Superior

Lidgerwood-Mundy

Corp.)

P2-921-004518 1 EA 3641.25

14 Y Brake Motor with

Encoder (Superior

Lidgerwood-Mundy

Corp.)

P2-923-0060 1 EA 9720.00

15 N Resilient Mount, Navy Standard

Mount, Mil-M-17508

5342-00-598-8825/6E2000 18 383.65

*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 ix (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

5 Oily Water Separator System, Groom x (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_1115_FLT

REC_00000_FLT_Commercial Project @ CG Facility (1212)

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), 2014, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General. The Contractor shall conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability.

NOTE

The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

2 (Rev-0)

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

3.3 Preservation requirements. The Contractor shall 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. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior).

NOTE

Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes

(provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.

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

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

3.5.1 USCG facilities. The Contractor shall 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 shall 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 shall 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 shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

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

3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following:

Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.

National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an

NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.

Air Emission Permit: Unit has a 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 shall be required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work shall be done by qualified laboratories; and where required by law, the laboratories shall be certified.

3.5.3 Regulatory notifications. The Contractor shall 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, 3 (Rev-0) and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The

Contractor shall 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 shall 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 shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall 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 shall 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 shall be aware of the following:

3.5.6.1 No Contractor or Subcontractor shall 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 shall 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 shall 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 shall be aware that the following are approved changes to published SFLC 2014 Edition Standard Specifications and supersede published content:

3.7.1 SFLC Standard Specification 6310, Requirements for Preservation of Ship Structures.

3.7.1.1 SFLC Std Spec 6310, page C-2, Section C1.5.1. Change from "lead-containing paint as 0.06%" to "lead-containing paint as 0.009%".

4 (Rev-0)

3.7.1.2 SFLC Std Spec 6310, page 4, Section 2 References, Group- Other References. Add “The Society for

Protective Coatings (SSPC) Paint Application Guide No. 11, 2008, Protecting Edges, Crevices, and Irregular Steel

Surfaces by Stripe Coating”

3.7.1.3 SFLC Std Spec 6310, page Appendix C-6, add "Hempel Hempadur Multi-Strength GF 35870" with FED-

STD-595 color "Black/Red" under ANTI-ABRASION COATING, ICE BREAKING CAPABLE VESSELS, <235’.

3.7.1.4 Standard Spec 6310, page Appendix A-7, Under "UNDERWATER (U/W) BODY/BOOT-TOP", Add line

Column 1: Option for U/W Body and Boot-Top, Steel Hulls, <154', in Salt Water. Column 2: Blank. Column 3:

SSPC-SP 10/NACE NO. 2 using grit conforming to MIL-A-22262 / (1.5-3.5) - or - SSPC-SP WJ-2(M)/NACE

WJ-2(M). Columns 4 and 5: Same as "U/W Body and Boot-Top, Aluminum Hull, High Speed (>30 knots)".

3.7.2 SFLC Standard Specification 0000 General Requirements.

3.7.2.1 SFLC Std Spec 0000, paragraph 1.3 ‘Acronyms and term definitions’, page 5, “PCL (Paint Containing

Lead)” definition replaced by, “Any paint or coating containing lead in excess of 0.009 percent by weight (1.0 mg/cm2 or 90 ppm). Lead Based Paint (LBP) is an interchangeable term with PCL.”

3.8 Work Coordination. The contractor shall complete the Work Items: Starboard Carriage Winch, Repairs, Flight

Deck Net, Weight Testing, Vent Ducts (Crew Mess, Ward Room, CPO Lounge), and Vent Duct Renew within the first two weeks of the contract availability.

4. NOTES

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

5 (Rev-0)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL #

WORK

ITEM #

WORK ITEM TITLE

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

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

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

CHECKPOINT 2 - PAINT STORAGE

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

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 mfgr.

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.

6 (Rev-0)

Name of QP-1/NACE Inspector Signature Cert. # Date / Time

7 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL #

WORK

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

DATE &

TIME

ACTIVITY

(Surface preparation, primer coat, barrier coat, top coat, etc…)

LOCATION

(Frame & Deck, relation to equipment, etc.)

TEMPERATURE

% REL.

HUMID-ITY

DEW PT. SURFACE AMBIENT

ΔT

| DP - Surface

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

DATE /

TIME

8 (Rev-0)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL #

WORK

LOCATION OF WORK (FRAME REFERENCES) AREA (SQFT)

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 and 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

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Mean Mil Reading (IAW ASTM D4417-Method C) for above 15 readings: ______________

9 (Rev-0)

10 (Rev-0)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL #

WORK

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 and 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 _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

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

_____ mils _____ mils _____ mils _____ mils _____ mils

11 (Rev-0)

12 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL #

WORK

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15

DATE TEST LOCATIONS

CONDUCTIVITY

(MICROSIEMENS/CM)

13 (Rev-0)

14 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL #

WORK

COATING MFG PRODUCT NAME BATCH #

INDUCTION

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

15 (Rev-0)

12311_JAH_1115_418

WORK ITEM 1: Tanks, 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):

TYPE OF TANK LOCATION

*95%

CAPACITY

(GALLONS)

LOW SUCTION (GAL)

1-80-1-F Fuel Oil Day Tank 824 14

1-81-1-F Fuel Oil Day Tank 766 79

4-67-2-J JP-5 Drain Tank 566 16

4-70-2-F JP-5 Overflow Tank 607 74

*Tank Capacity at 95%

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 750-WMSL-100-001, Rev L, General Arrangements (ASC100001)

Coast Guard Drawing 750-WMSL-85-020, Rev A, Tank Capacity Curves ( WMSL - 751 Only )

(ASC085013B)

Coast Guard Drawing 750-WMSL-167-001, Rev H, Manhole List Installation and Fabrication

Details, Coast Guard Drawing 750-WMSL-101-004, Rev G, C & A, First Platform (ASC101004)

Coast Guard Drawing 750-WMSL-101-002, Rev G, C & A, Innerbottom (ASC101002)

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

OTHER REFERENCES

Federal Specification (Fed Spec) QQ-N-281, Oct 1985, Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections

16 (Rev-0)

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None

3.1.2 Technical Representative.

Not applicable.

3.1.3 Protective measures - general. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, the

Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec

0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the below-listed:

Tank cover

Piping

Tank contents.

3.1.5 Operational test - initial. Prior to commencement of work, the Contractor shall witness an operational pre-test (by Coast Guard personnel) of all TLIs for tanks listed in paragraph 1.1 (Intent), to demonstrate existing operational condition. Submit a CFR.

3.1.6 Tank content removal. The Contractor shall remove and dispose of all remaining tank contents

(Estimate 500 gallons of diesel oil and JP-5 fuel to be removed from the Cutter.), after the existing tank contents have been emptied by the vessel’s crew until loss of suction (using the vessel’s existing transfer systems).

NOTE

Vessel may come in with less tank fluid contents than specified above.

3.1.7 Tank content and waste disposal The Contractor shall dispose of any remaining tank contents and all cleaning fluids in compliance with all applicable Federal, state, and local laws, ordinances and regulations. Document a complete chain of custody record of the removed tank contents and generated wastes, from the vessel to the point of final destination or delivery. Submit document to the COR upon completion of work.

17 (Rev-0)

3.1.8 The Contractor shall refer to Coast Guard Drawings 750-WMSL-100-001,750-WMSL-085-020, 750-WMSL-167-001, 750-WMSL-101-004 and 750-WMS-101-002 for guidance.

3.1.9 Safety

3.1.9.1 Provide adequate explosion proof lighting to illuminate the work area during cleaning and inspection.

3.1.9.2 Notify the Coast Guard Inspector prior to opening any accesses to the designated tanks. Open all accesses to the designated tanks using non-sparking tools.

3.1.9.3 While manhole covers are removed, provide barriers over any open holes in the deck to prevent personnel from falling into open manholes. Post warning signs at the forward, aft, inboard, and outboard sides of all open accesses. Warning signs shall read: “DANGER, COVER IS REMOVED.” Provide adequate lighting during night hours to illuminate hazards.

3.2 Inspection.

3.2.1 The Contractor shall remove all manhole cover(s) for tanks listed in paragraph 1.1 (Intent); in the presence of the Coast Guard Inspector and visually inspect all tank interior surfaces, including, but not limited to bulkheads, floor and overhead plating, structural members, manhole cover surfaces, fasteners and gasket seating surfaces. Submit a CFR including the following, as applicable:

Tank structural condition.

Inaccessible areas.

Condition of tank coating, including measurements taken, percentage, location, and type of coating failure.

Tank level indicator (TLI) and/or float switch condition.

Sounding/vent tube and striker plate condition.

Suction and discharge piping condition.

Fastener material and condition (correct fastener material is stainless steel).

3.2.2 The Contractor shall measure up to 10 “pits” within each tank as designated by the Coast Guard

Inspector using a Contractor supplied ‘Pit Gauge’. The results of these measurements should also be included in the inspection report showing where pit measurements were taken and the depth of the pit.

3.3 Cleaning requirements The Contractor shall remove tank cover(s) and clean tank interior surfaces free of all foreign materials, such as residual water, sediment, sludge, rust, or bacterial growth, taking care not to damage the coating system (if applicable). Remove cleaning media and residues continuously during the washing process. Remove any residual wash media; and wipe up residual moisture with clean lint-free cloths.

3.5 Tank closing The Contractor shall ensure that the tank(s) remain open for at least 24 hours after completion of any KO-authorized repair and preservation procedures. Notify the COR at least 24 hours prior to closing the tank(s). After satisfactory inspection by the Coast Guard Inspector and completion of all authorized repairs, close tank manhole cover(s) with new gasket material conforming to AMS-C-6183.

Chase threads on studs to ensure even installation of the access covers. Renew all fasteners, washers, and grommets.

18 (Rev-0)

3.6 Operational test – post repairs. After completion of work, the Contractor shall witness an operational test (by Coast Guard personnel) of TLI devices that have been disturbed to prove that they are in satisfactory operating condition. Submit a CFR.

4. NOTES

4.1 Tank content removal. The Ship’s force will pump down the tanks to the maximum extent possible with the installed pumping system.

19 (Rev-0)

55500_JAH_1015_418

WORK ITEM 2: Fixed CO2, FM 200 and Ansul R-102 Systems Annual Certification

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform the annual certification of systems listed in Table 1.

TABLE 1 – ANNUAL CERTIFICATION OF EQUIPMENTS

SYSTEM MANUFACTURER

Fixed CO2 System http://www.chemetron.com/

FM200 Fire Suppression System http://www.chemetron.com/

Galley Fire Suppression (Ansul R-102) https://www.ansul.com/en/home.asp

Weigh CO2 Bottles

Weigh FM-200 Cylinders

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 750-WMSL-100-001, Rev H, General Arrangements (ASC100001)

Coast Guard Drawing 750-WMSL-555-008, Rev C, ACTIVE Fire Protection Hfp System

Schematic (ASC555046)

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 7096, 10-OCT-07, Carbon Doixide Safety Manual

Coast Guard Technical Publication (TP) 7097, 21-JUN-07, Fire Protection System - Model FM-

Coast Guard Technical Publication (TP) 7118, Carbon Dioxide Fire Protection System – Series

Coast Guard Technical Publication (TP) 7019, 31-MAY-07, Main Gas Turbine - Model LM2500

- Service Manual

Coast Guard Technical Publication (TP) 7427, 8 Feb 2012, R-102 Restaurant Fire Suppression

Sys - Design, Install, Recharge, Maint Manual

Coast Guard Technical Publication (TP) 7525, Cutter Information Book Auxiliary Machinery

(Vol. IV) – Rev. 1

20 (Rev-0)

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

OTHER REFERENCES

Code of Federal Regulations (CFR) Title 46, Part 90-139, 2011, Shipping

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep. The Contractor shall provide the services of qualified Tech Rep, who is familiar with the fixed fire protection systems, to accomplish the following tasks – on site:

Provide manufacturer's proprietary information, software, and tools pertinent to the equipment/system.

Conduct annual servicing of the fire protection systems.

Test the system for proper operation and provide certification of inspection.

3.1.2.1 The Contractor shall ensure that the Tech Rep for the Fixed CO2 System and FM 200 System is a

Technical Representative of Chemetron Fire Systems; 4801 Southwick Drive; Matteson, IL 60443.

Telephone: 708-748-1503.

3.1.2.2 The Contractor shall ensure that the Tech Rep for Ansul R-102 System is a Technical

Representative of Ansul Fire Protection Products, P.O. Box 192105, San Francisco, CA 94119, Telephone: 408-899-4933.

3.1.2.3 The Contractor shall submit the name of the Technical Representative to the COR at the Arrival

Conference.

3.1.3 Protective measures. The Contractor shall furnish and install suitable covering to seal off and protect all non-affected surfaces/equipment and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, remove protective material and inspect for the presence of contamination. Clean all equipment and spaces, contaminated due to improper protection, to original condition of cleanliness.

3.1.3.1 The contractor shall take all special protective measures required, including warning ropes and contact with ship’s crew to ensure that systems testing does not endanger ship’s crew and that areas covered by fire suppression systems are not occupied during testing of the fire suppression systems.

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec

0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the below-listed:

21 (Rev-0)

Piping

Electrical Cable

Galley Equipments

3.2 General information.

3.2.1 The Fixed CO2 Systems onboard the cutter is described in CG Tech Pub 7525. Additional information on design and location may be found in CG Dwg 750-WMSL 555-8 and CG Dwg 750-

WMSL-801-1 & 750-WMSL-100-1. The CO2 systems and FM 200 systems are shown in Figure FO-2 and FO-3 in that technical manual. A brief description of the installed systems is listed below:

3.2.2 Chemetron High Pressure CO2 System. The Main Gas Turbine Enclosure is protected by a

Chemetron Manufactured high pressure CO2 Fire Suppression System. The system is equipped with four

(4) 100 lb. CO2 cylinders. The system has a time delay relay and UV sensors in the turbine enclosures and is capable of activation from three (3) separate locations. Activation of the system shuts down the cooling fans, closes the ventilation dampers, and closes the fuel shut off valves. The system has a visual and audible alarm and a time delay. The system is shown in Figure FO-2 of CG Tech Pub 7525 and CG

Tech Pub 7118.

3.2.3 Chemetron Fire Master 200 Heptafluropropane Fixed Flooding Systems. There are three (3) separate FM 200 flooding systems. Each FM 200 system protects a separate compartment. The Paint

Locker, HAZMAT Stowage Locker, and Flammable Liquid Storage Locker are each equipped with a separate FM 200 System. Each FM 200 system consists of one (1) FM 200 storage tank and a manual activation station. Each system also has two (2) pressure switches which shut down ventilation to each compartment and which sound an alarm at the MCMS console. Each system has a visual and audible alarm and time delay. The three (3) systems are shown in Figure FO-3 of CG Tech Pub 7525.

3.2.4 Galley Grease Fire Suppression System. A wet chemical cartridge operated potassium carbonate fire suppression system has been installed to protect the range and the tilt skillet or deep fat fryer in the galley. The system is an ANSUL R-102 Fire Suppression System and consists of a 3 gallon tank, fusible link assembly, piping and a manual operating station. The system is described in CG Tech Pub 7427.

3.3 Work guidance.

3.3.1 Perform annual inspection work on the installed fire protection system. Guidance for the applicable work is found in 46 CFR 132.350 and includes weighing all affected cylinders, testing time delays, alarms and shut downs, and , and inspecting the physical condition of each system, including hoses and nozzles to ensure that they are clean and in good condition.

3.3.2 Guidance on test certification allowances and safety procedures may be found in ship’s MPC Card

SFLC-A-B7FD.

3.3.3 Submit a CFR noting the weight of each cylinder inspected and the most recent hydrostatic test date. If any cylinders are found below required weight or in need of testing, a contract modification will be issued to correct the deficiency.

3.3.4 Include in the CFR the condition of all flexible hoses and when each hose was last renewed. If any hose is older than eight years, a contract modification will be issued for renewal.

3.4 Maintenance actions.

22 (Rev-0)

3.4.1 Inspect, jointly with the Coast Guard Representative, the Main Gas Turbine Enclosure Fixed CO2 system, each of the three (3) fixed FM 200 systems, and the galley grease fire suppression system.

Inspect all affected equipment and systems as well as the cleanliness and condition of affected spaces prior to starting work to document original condition. Submit a Condition Found Report for each affected space noting the condition of the spaces and any discrepancies in equipment and system operation. Any repairs needed, as a result of inspection may be the subject of a contract change. Inspect, jointly with the

Coast Guard Representative, to verify cleanliness and condition of all affected spaces, equipment and systems after completion of work.

3.4.2 CO2 systems. Provide the services of an experienced Chemetron Technical Representative to perform annual and semi-annual inspections on the installed fixed CO2 System. These semi-annual and annual services are described in CG Tech Pub7118, paragraphs 5.13 through 7.20. The semi-annual and annual inspections will include the following actions:

3.4.2.1 Notify the Ship’s Engineer of the Watch prior to commencing testing and inspection of fixed

CO2 systems.

3.4.2.2 Disable the automatic and manual activation releases of each system being inspected.

3.4.2.3 Note the date when each CO2 cylinder was last hydrostatically tested. If any of the cylinders are due for hydrostatic testing, make recommendations for testing in the Condition Found Report below. The costs of hydrostatically testing any cylinders which require testing will be covered by a contract modification.

3.4.2.4 Test each of the time delay relays.

3.4.2.5 Inspect and test the automatic and manual release mechanisms on all fixed CO2 Systems.

3.4.2.6 Inspect the discharge heads on each cylinder and the high pressure flexible discharge hose assemblies.

3.4.2.7 Test operation of all associated electrical circuits including alarm circuits and ventilation shut-downs.

3.4.2.7.1 Use a portable UV Test unit (similar to Omniguard Portable UV Test Unit, Part No. 43808-2) to test the operation of the Five (5) UV sensors (Figure 1) in each gas turbine enclosure.

For Each…