Attachment_1_-_Specifications_MUNRO_(WMSL_755)_DS_PSA2_FY18_FQ2_R0.pdf

USCGC MUNRO (WMSL 755)

SPECIFICATION FOR DOCKSIDE REPAIRS

PSA-2, FY2018

Developed By: Garrett W Wright

(Rev-0, 28 May 2017)

USCGC MUNRO (WMSL-418) DOCKSIDE AVAILABILITY FY2018

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. ix Consolidated List of Critical Inspection Items ............................................................................................. xi Principal Characteristics ............................................................................................................................. xii General Requirements WORK ITEM 1: Galley Grease Fire Extinguishing System, Inspect and Test WORK ITEM 2: Gas Turbine Module Fixed CO2 Fire Extinguishing System, Inspect and Test WORK ITEM 3: Heptafluoropropane (HFP) Fire Extinguishing System, Inspect and Test WORK ITEM 4: Water Mist Fire Extinguishing System, Inspect and Test WORK ITEM 5: Portable Brow Storage, Relocate WORK ITEM 6: Tanks (Water Mist), Preserve “Partial”-Optional WORK ITEM 7: Deck Covering (Slip-Resistant), Renew WORK ITEM 8: Overhead Light Fixture, Modify WORK ITEM 9: Auxiliary Seawater Piping, Modify WORK ITEM 10: Handrail and Grabrail, Install WORK ITEM 11: QAATDR/QAWTDR/BDR, Modify/Replace (NSC3&F) WORK ITEM 12: Sea Painter Boom, Replace WORK ITEM 13: Cofferdam, Install 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-801-001, Rev A, Booklet of General Plans (ASC801001) Coast Guard Drawing 750 WMSL 583-502, Rev -, Modifications Incidental to the Installation of Allied

Dual Point Davit (WMSL 752) Coast Guard Drawing 750 WMSL 612-001, Rev H, Fab & Instl of Exterior Rails, Stanchions & Life

Lines (ASC612001) Coast Guard Drawing 750-WMSL 100-019, Rev J, Unit 1330 Structure - 2nd Deck to Main Deck - Fr 22 to Fr 35 (ASC100133) Coast Guard Drawing 750-WMSL 100-034, Rev J, Unit 2330 Structure - 2nd Deck to Main Deck - Fr 52 to Fr 64 (ASC100233) Coast Guard Drawing 750-WMSL 100-039, Rev L, Unit 3140 Structure Mn Dk to 01 Lvl - Fr 64 to Fr 76

(ASC100314)

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

(ASC100324)

Coast Guard Drawing 750-WMSL 100-049, Rev K, Unit 4220 Structure - 02 Lvl and Above - Fr 33 to Fr

44 (ASC100422)

Coast Guard Drawing 750-WMSL 100-052, Rev J, Unit 4320 Structure 02 Lvl and Above - Fr 48 to Fr 53

(ASC100432)

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 100-055, Rev E, Unit 4130 - Structure - 03 Level - Pilot House

(ASC100413)

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 100-072, Rev -, Topside Configuration for NSC 5 & Follow

(AS5100004)

Coast Guard Drawing 750-WMSL 167-503, Rev A, Structural Door List Coast Guard Drawing 750-WMSL 186-501, Rev B, Sea Painter Boom Installation Details Coast Guard Drawing 750-WMSL 583-511, Rev -, OTH-IV Sea Painter Coast Guard Drawing 750-WMSL 600-046, Rev F, Fab & Instl of Hull Outfit Design, Unit 4130

(ASC600413)

Coast Guard Drawing 750-WMSL 631-002, Rev L, Paint Schedule (ASC631002) Coast Guard Drawing 750-WMSL 634-001, Rev G, Deck Covering Schedule (ASC634001) Coast Guard Drawing 750-WMSL 635-001, Rev -, Thermal & Acoustic Insulation (ASC635001) Coast Guard Drawing 750-WMSL 635-002, Rev H, Insulation Arr & Details Thermal, Acoustic, & Fire

(ASC635002)

Coast Guard Drawing 750-WMSL-085-031, Rev -, Tank Capacity Curves Coast Guard Drawing 750-WMSL-100-001, Rev H, General Arrangements (ASC100001) Coast Guard Drawing 750-WMSL-100-001, Rev L, General Arrangements (ASC100001) Coast Guard Drawing 750-WMSL-100-060, Rev C, General Arrangements Hull 3 & Follow

(AS3100001)

Coast Guard Drawing 750-WMSL-100-082, Rev A, General Arrangements(NSC 4 ONLY) Coast Guard Drawing 750-WMSL-100-083, Rev -, General Arrangements NSC 5 & Follow

(ASC5100001)

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

Wide (ASC167001) Coast Guard Drawing 750-WMSL-330-SKT, Rev F, 750 WMSL SHIPALT Low Level Lighting Coast Guard Drawing 750-WMSL-501-002, Rev E, Machinery Arrangements (ASC501001) Coast Guard Drawing 750-WMSL-520-001, Rev D, Seawater Cooling System Diagram (ASC520001) Coast Guard Drawing 750-WMSL-520-003, Rev B, Machinery Central Seawater Cooling System

Schematic (ASC520012) Coast Guard Drawing 750-WMSL-520-013, Rev D, Salt Water Cooling Unit 3110 (ASC520311-SW) Coast Guard Drawing 750-WMSL-520-020, Rev -, Seawater Cooling System Diagram WMSL 750 Only

(AS1520001)

Coast Guard Drawing 750-WMSL-520-021, Rev -, Salt Water Cooling Unit 2130 (ASC520213-SW) Coast Guard Drawing 750-WMSL-520-022, Rev -, Seawater Cooling System WMSL 751 Only

(ASC520001B)

Coast Guard Drawing 750-WMSL-520-501, Rev -,ASW System Seawater Strainer Modifications Coast Guard Drawing 750-WMSL-520-505, Rev -, Auxiliary Seawater Piping Mod AMR & Shaft Alley Coast Guard Drawing 750-WMSL-522-1, Rev G, Diagram Machinery Space Water Mist (ASC522001) Coast Guard Drawing 750-WMSL-522-2, Rev -, Machinery Space Water Mist System Description

(ASC522001-02)

Coast Guard Drawing 750-WMSL-542-001, Rev F, JP-5 System Diagram Coast Guard Drawing 750-WMSL-542-011, Rev C, JP-5 System, Unit 3120 Coast Guard Drawing 750-WMSL-542-015, Rev B, JP-5 System, Unit 3240 Coast Guard Drawing 750-WMSL-555-11, Rev C, Machinery Space Watermist System Schematic

(ASC555049)

Coast Guard Drawing 750-WMSL-612-502, Rev A, Fab & Install of Handgrabs Iwo Hatches/Scuttles vi (Rev-0)

Coast Guard Drawing 750-WMSL-612-503, Rev A, Handrails P&S Steering Gear Room Fab & Install Coast Guard Drawing 750-WMSL-623-003 , Rev A, Ship’s Brow, Arrangement & Details Coast Guard Drawing 750-WMSL-623-504 , Rev -, Ship’s Brow, Arrangement & Details Coast Guard Drawing 750-WMSL-801-003, Rev B, Booklet of General Plans NSC 2 (ASC801001B) Coast Guard Drawing 750-WMSL-801-004, Rev -, Booklet of General Plans (ASC801001) Coast Guard Drawing 750-WMSL-801-009, Rev -, Booklet of General Plans (NSC 4 ONLY) Coast Guard Drawing 750-WMSL-801-011, Rev -, Booklet of General Plans NSC 6 Only (ASC801001F) Coast Guard Drawing 750-WMSL-801-1, Rev B, Booklet of General Plans (ASC801001) NAVSEA Drawing 803-1385866, Rev E, Penetration, Bulkhead and Deck NAVSEA Drawing 804-1385781, Rev E, Hangers, Pipe, for Surface Ships NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation for Compartments Installation

Details NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details NAVSEA Drawing 804-5959308, Rev -, Lifeline Systems NAVSEA Dwg 803-5184129, Rev C, Door, Steel Balanced NAVSEA Dwg 803-6397268, Rev A, Doors WT, Quick Acting Arrangement

COAST GUARD PUBLICATIONS

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

Manual Coast Guard Technical Manual (TechMan 7141), 25-JUN-07, Ultra Fog High Pressure Sprinkler Systems Coast Guard Technical Publication (TP) 7018, 31-MAY-07, Main Gas Turbine (MGT) - Model

7LM2500-SB-MLG10-Installtion Instructions Coast Guard Technical Publication (TP) 7019, 31-MAY-07, Main Gas Turbine - Model LM2500 -

Service 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) 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 Publication (TP) 7902, Preliminary Dual Point Davit - Models DDP11000CTS &

SP2200 (S/N - 2313 & 2315), Dec 2013, SWBS 583 Boats, Boat Handling and Stowage Systems Coast Guard Technical Publication 7427 (TP 7427), 2014, R-102 Restaurant Fire Suppression System –

Design, Installation, Recharge and Maintenance Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General

Requirements Surface Forces Logistics Center Standard Specification 0341 (SFLC Std Spec 0341), Jan 2014, Shipboard

Electrical Cable Test Surface Forces Logistics Center Standard Specification 0342 (SFLC Std Spec 0342), Jan 2014, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair, and Installation Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and

Allied Processes vii (Rev-0)

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

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures

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

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2014, Install Interior Deck Covering Systems

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

OTHER REFERENCES

MIL-DTL-15024F General Specifications for Plates, Tags, and Bands for Identification of Equipment Allied Systems Drawing Number 68992, 2013, General Arrangement Allied Systems Drawing Number 70082, 2013, Installation Drawing Allied Systems Technical Manual 80-1020, 2014, Allied Marine Crane Models DDP11000CTS &

SP2200, S/N - 2313 & 2315, Allied Systems Company American Welding Society, AWS D1.2-96, 1996, Structural Welding Code, Steel ASTM International (ASTM) A53, 2005, Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded and Seamless ASTM International (ASTM) F683, 2003, Standard Practice for Selection and Application of Thermal

Insulation for Piping and Machinery ASTM International (ASTM) F783, Rev Date 1982, Standard Specification for Staple, Handgrab, Handle and Stirrup Ring Code of Federal Regulations (CFR) Title 29, Part 1915, Section 15, 2007, Shipyard Employment Commercial Item Description (CID) A-A-59588, 2005, Rubber Silicone DOD-STD-2188, Apr 1987, Babbitting of Bearing Shells Federal Specification (Fed Spec) HH-P-151, Mar 1991, Rubber-Sheet, Cloth Insert Federal Standard FED-STD-595C, July 2008, Color Used in Government Procurement MIL-A-24179, Jun 1987, Adhesive, Flexible Unicellular-Plastic Thermal Insulation MIL-DTL-15024F General Specifications for Plates, Tags, and Bands for Identification of Equipment MIL-DTL-15024F General Specifications for Plates, Tags, and Bands for Identification of Equipment MIL-DTL-23549, May 2002, Grease, General Purpose MIL-DTL-24244, May 2000, Insulation Material, With Special Corrosion, Chloride, and Fluoride

Requirements MIL-I-16411, Nov 1988, Insulation Felt, Thermal, Glass Fiber MIL-PRF-1149, Jun 1998, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness MIL-PRF-24176C, Oct 2004, Cement, Epoxy, Metal Repair and Hull Smoothing MIL-PRF-24667C, May 2008, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness MIL-STD-419, Jul 1987, Cleaning and Protecting Piping, Tubing and Fittings for Hydraulic Power

Transmission Equipment MIL-Y-1140, Sep 1985, Yarn, Cord, Sleeving, Cloth, And Tape- Glass viii (Rev-0)

National Fire Protection Association (NFPA) 25, 2011, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems

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. 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), 2013, 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 (WAB)/NACE WAB-2, 2015, Near-White Metal Wet Abrasive Blast 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 ix (Rev-0)

CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY

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

WORK

ITEM

MTI ITEM

DESCRIPTION

NSN/PN QTY ESTIMATED

COST

($/UNIT)

4 N Ultra Fog Sock

Filters Ultra Fog Part No.

10011036

9 N Red Filter Tube (20W T12)

NSN: 6210-00-295-2838 8 ea. $7.64

9 N NVD Green A Filter Tube (20W T12)

NSN: 5855-01-548-5240 9ea. $953.36

9 N Blue Light tube (20W T12)

NSN: 6210-00-441-5138 8ea. $7.62

9 N Fluorescent Deck Fixture

PN: Pauluhn FPS320EM-

2CAI

1 ea. $474.75

9 N Fluorescent Deck Fixture

Pauluhn ProRec Meridian FR/Ml (FR220J) select option RV-1 (red filter tube with separate ballast)

4 ea. $320.00

9 N NVD Green A Filter 12”x12” sheets (Shall not exceed a maximum thickness of 0.050”) in accordance with

MIL-L- 85762.

4 ea. $75.00

12 N 26”x66”x8” Quick Acting Airtight Door, Steel, 8-Dog, RH Swing, 2 psi (incl.

coaming and fitting i.e. hasp & staple, hold back hook assy 26, hinge assy T, CRES label plate backing)

NSN : 2040-00-912-5777

(NAVSEA Dwg No. 803-

6397268 Rev. -)

1 ea. ~6,000.00

12 N 26”x66”x8” Quick Acting Watertight

Door, Steel, 10-Dog, RH Swing, 15 psi (incl. coaming and fitting i.e. hasp & staple, hold back hook assy 26, hinge assy T, CRES label

NSN : 2040-00-912-5780

(NAVSEA Dwg No. 803-

6397268 Rev. -)

5 ea. ~6,000.00 x (Rev-0) plate backing) 12 N 26”x66”x8” Quick

Acting Watertight Door, Steel, 10-Dog, LH Swing, 15 psi (incl. coaming and fitting i.e. hasp & staple, hold back hook assy 25, hinge assy T, CRES label plate backing)

NSN : 2040-00-912-5779

(NAVSEA Dwg No. 803-

6397268 Rev. -)

4 ea. ~6,000.00

12 N 36”x66”x8” Quick Acting Watertight

Door, Steel, 10-Dog, LH Swing, 15 psi (incl. coaming and fitting i.e. hasp & staple, hold back hook assy 20, hinge assy T, CRES label plate backing)

NSN : 2040-01-425-4480

(NAVSEA Dwg No. 803-

6397268 Rev. -)

1 ea. ~10,000.00

12 N 26”x66”x8” Quick Acting Balanced

Door, Steel, No-Dog, RH Swing, 15 psi

(including associated coaming and fitting)

NSN : 2040-01-486-3500

(NAVSEA Dwg No. 803-

5184129 Rev. C)

1 ea. ~6,000.00

12 N 26”x66”x8” Quick Acting Balanced

Door, Steel, No-Dog, LH Swing, 15 psi

(including associated coaming and fitting)

NSN : 2040-01-486-3599

(NAVSEA Dwg No. 803-

5184129 Rev. C)

1 ea. ~6,000.00

13 N Sea Painter Boom, Allied Systems

Company

AS M/N : SP 2200 1 ea. $25,000

*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 xi (Rev-0)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

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

Work Item Title

This section is not applicable to this package.

xii (Rev-0)

PRINCIPAL CHARACTERISTICS

418' WMSL

PHYSICAL

Length overall 418' 0" Length between perpendiculars 390' 0" Maximum beam 54' 0" Beam @ 01 level 47' 9-1/8" Depth (01 level @ side to baseline) 39' 2-3/4" 01 deck camber foredeck 1/4" in 1'-0" Minimum berth depth 20' 0" Height of highest projection Approximately 119' Draft, design 14.40' Design displacement 3925 long tons

MACHINERY

Two diesel engines MTU 20V, 20-cylinder 9,730 SHP each One gas turbine General Electric LM2500; 29,500 SHP Type of propulsion CODAG Electrical system 24 Volt DC Two controllable pitch propellers Rolls-Royce 5 blade, 14' 0" diameter; 229 RPM max Two reduction gears RENK One cross connect gear RENK

HULL

Hull material 5086 Aluminum HSLA-80 Steel ABS EH 36 Steel

ABS AH 36

Frame spacing FWD of FR 9 2' 3" FR 9 to FR 10 6' 9" FR 10 to FR 98 4' 1" FR 98 to FR 99 3'-8"

ELECTRICAL

Power Three 1360 kW, 450 V, 60 Hz, 3 Phase, 1800 RPM Caterpillar 3512B diesel engines with Baylor ship service generators Shore tie cable Seven MIL-C-24368/2 (NATO) shore power receptacles, 400 A each

TANK CAPACITIES

Diesel oil 220,359 gal Fresh water 12,454 gal JP-5 Fuel 35,182 gal

1 (Rev-0)

00000_1216_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 (Rev-0)

WMEC 270B class cutters APM:

270’s APM: Add the “NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), May 1997, Requirements for Fabrication, Welding, and Inspection of Submarine Structure” to the References Section, if this package is for a 270 “B- Class” cutter.

The following paragraphs 3.4.1, 3.4.2 and 3.4.3 are for 270B cutters only!

Change the following content of these three (3) paragraphs, and the follow-on “NOTE” box to the Normal, Paragraph Title, Note Title, and Note Body styles when included in this General Requirements WI.

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

3.4.2 Standard spec modification. For any welding involving HY-130 on the flight deck of WMEC-270 “B-Class” cutters, perform all welding and allied processes, and non-destructive testing/inspection (NDT/NDI) in accordance with NAVSEA TP 1688.

The Contractor shall be aware that the welding requirements specified in this document take precedence over paragraph 3.3.6 of SFLC Standard Spec 0000 for the purpose of welding involving HY-130.

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

NOTE

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

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

APM: Select the appropriate 3.5.1 paragraph(s) for the location of the planned availability. Delete the other 3.5.1 paragraph(s).

3.5.1 Contractor operated (non USCG) facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at Contractor Operated (Non USCG) Facilities, as applicable, during the performance of this availability. Contractor 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, 4 (Rev-0) 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.

Or

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.

APM: For availabilities to be conducted at Coast Guard facilities, the Contractor must be provided the USCG Activity Generator Status for the Coast Guard Facility.

Provide the Generator Status code in paragraph 3.5.1.1, and other applicable environmental permits in paragraph 3.5.1.2 below.

Ensure the CG Base or Sector Environmental POC for this is actively engaged in the early planning for this availability to ensure the Facility can accommodate the planned work.

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

APM: If applicable, provide the list of unit-specific plans and permits required, and provide description of the specifics of these plans in paragraph 3.5.1.2. Otherwise delete paragraph 3.5.1.2.

CG Base or Sector Environmental POC must provide theses details.

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.

APM: Retain further 3.5 paragraphs for all availabilities.

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, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The

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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%".

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”

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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.”

3.7.2.2 Change Std Spec 0000 paragraph 3.2.4.2.3(QP 1 inspector or tech rep duties) bullet, “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph

3.1.19 of SFLC Std Spec 6310 (Critical drying time requirements)).” to “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.17 of SFLC Std Spec 6310 (Critical drying time requirements)).”

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.

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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.

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

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QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

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 |

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QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

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:

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QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

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).

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QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY Measurements IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

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QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

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.

1 AVG. BMR DEVIATION

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS, CONVENTIONAL SPRAY,

ROLLED)

AVERAGE DFT

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55500_LCM_0117_418

WORK ITEM 1: Galley Grease Fire Extinguishing System, Inspect and Test

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect the galley grease fire extinguishing system.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 750-WMSL-801-001, Rev A, Booklet of General Plans (ASC801001)

COAST GUARD PUBLICATIONS

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

System – Design, Installation, Recharge and Maintenance Manual 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

MIL-DTL-15024F General Specifications for Plates, Tags, and Bands for Identification of

Equipment

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

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3.1.2 Tech Rep. The Contractor shall provide the services of a Qualified Technical Representative for the Ansul R-102 grease fire suppression system to accomplish the following on site:

• Advise on manufacturer's proprietary system information.

• Assist with the inspections and tests of the Ansul R-102 grease fire suppression system.

• Ensure compliance with manufacturer's procedures and standards during system disassembly, inspection, and reassembly as applicable.

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

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

NOTE

Inspections and tests of the four fire suppression systems (Water Mist, Gas Turbine Module Fixed CO2, Galley Grease Fire, and Heptafluoropropane (HPF)) will be conducted during this maintenance period.

One Tech Rep may provide the required services for any or all of the four fire suppression systems provided that the Tech Rep meets the requirements in paragraph 3.1.2.

3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near 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).

3.2 Maintenance requirements. The Contractor shall perform the semi-annual and annual maintenance requirements in accordance with TP 7427 Section VIII pages 8-1 through 8-5. Submit CFR(s) to document results of inspections and tests. Due to impact to galley operation, the Contractor shall schedule with the CG Representative at least 24 hours prior to the actual test and inspections.

3.2.1 Test the fire detection system in accordance with TP 7427 Section VI page 6-3. Ensure that the fire suppressant is not discharged during the test.

3.2.2 Ensure the 3-gallon cylinder pressure gauge is in the operating range of 100 psi. If it is not, or if seal is broken, weigh or otherwise determine that the tank is fully charged with Ansulex Low pH fire suppressant agent (R-102).

3.2.3 Submit a CFR noting the weight of each cylinder inspected and the most recent hydrostatic test.

Cylinders are required to be hydrotested every 12 years. If any of the cylinders are found below the required weight or in need to hydrotest, a contract modification will be issued to correct the deficiency.

3.2.4 Submit a CFR noting the condition of all flexible hoses and when each hose was renewed and tested. If any of the hoses is older than 12 years old or more than 5 years since last hydrotest, a contract modification shall be issued for hose renewal.

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3.2.5 Hose tags shall meet the requirements of MIL-DTL-15024F. The tags shall include the following information:

• Hydrotest date (DD/MM/YY)

• Hydrotest pressure

• Renewal date (DD/MM/YY)

• Hose Log Item Number (Serial Number)

Spec Developer/APM: In addition to the semi-annual and annual maintenance, the 12-year maintenance requirements described in TP 7427 Section VIII pages 8-5 to 8-9 must be performed every twelve years.

3.3 System restoration. After completion of all inspections and tests, ensure that the system is ready to operate for automatic operation.

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

4. NOTES

This section is not applicable to this work item.

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WORK ITEM 2: Gas Turbine Module Fixed CO2 Fire Extinguishing System, Inspect and Test

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect the Gas Turbine Module (GTM) fixed CO2 fire extinguishing system.

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 PUBLICATIONS

Coast Guard Technical Publication (TP) 7018, 31-MAY-07, Main Gas Turbine (MGT) - Model

7LM2500-SB-MLG10-Installtion Instructions Coast Guard Technical Publication (TP) 7019, 31-MAY-07, Main Gas Turbine - Model LM2500

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

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

(Vol. IV) – Rev. 1 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

MIL-DTL-15024F General Specifications for Plates, Tags, and Bands for Identification of

Equipment

3. REQUIREMENTS

3.1 General.

17 (Rev-0)

3.1.2 Tech Rep. The Contractor shall provide the services of a Qualified Technical Representative who is familiar with the Gas Turbine Module Fixed CO2 fire extinguishing system to accomplish the following on site:

• Advise on manufacturer's proprietary system information.

• Assist with the following testing and repair of the gas turbine module fixed CO2 fire extinguishing system.

• Ensure compliance with manufacturer's procedures and standards during system disassembly, inspection, and reassembly as applicable.

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

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

NOTE

Inspections and tests of the four fire suppression systems (Water Mist, Gas Turbine Module Fixed CO2, Galley Grease Fire, and Heptafluoropropane (HPF)) will be conducted during this maintenance period.

One Tech Rep may provide the required services for any or all of the four fire suppression systems provided that the Tech Rep meets the requirements in paragraph 3.1.2.

3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near 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).

3.2 CO2 system inspections and tests. In the presence of the CG Inspector the Contractor shall perform the following. Submit a CFR to document all inspections and tests performed.

NOTE

Ship’s force will tag out the gas turbine and affected safety components prior to CO2 system testing. Ship’s force will also operate the Woodward panel during testing.

3.2.1…