ATTACHMENT 1 - Specifications - MIDGETT (WMSL 418) DS FQ3 HEH 20D1_Rev_0 updated.pdf

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United States Coast Guard (USCGC) MIDGETT (WMSL 757) Post Shakedown Availability #2 (PSA-2) Hull, Mechanical, & Electrical (HM&E) Dockside (DS) FY20
Solicitation number
70Z08520RP4549500
Issued by

About this file

This is a combined synopsis/solicitation for commercial items issued by the United States Coast Guard (USCG) for dockside repairs aboard the USCGC MIDGETT (WMSL 757). The solicitation seeks a firm, fixed-price contract for work including items in the attached specifications, to be completed from June 22, 2020 through August 21, 2020. Offerors shall provide pricing for both definite and optional contract line items in the Schedule of Supplies/Services. The requirement is set aside for total small business and NAICS code is 336611 with a size standard of 1250 employees. Questions are due by April 22 and proposals by April 27, 2020, with award expected on or about May 8, 2020. The scope of work includes ship repair and associated support work to be performed dockside in accordance with specifications.

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USCGC MIDGETT (WMSL 757)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2020

Developed By: Hayden E Hughes

(Rev-0, 6 January 2020)

ATTACHMENT 1

USCGC MIDGETT (WMSL-418) DOCKSIDE AVAILABILITY FY2020

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .................................................................................. x 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: Refrigeration Plant, System Groom WORK ITEM 6: Cargo Handling Elevator, Annual Inspection and Test, Perform WORK ITEM 7: Tank Sounding Tube, Replace WORK ITEM 8: Tanks (Ballast), Clean and Inspect WORK ITEM 9: Tanks (Ballast), Preserve “Partial” WORK ITEM 10: Tank Level Indicators (Grey Water Tanks) and sounding Tube, Remove WORK ITEM 11: Tank Level Indicator (Grey Water Tanks), Install WORK ITEM 12: Grey Water Holding Tanks, Clean and Inspect WORK ITEM 13: Tanks (Grey Water), Preserve “Partial” WORK ITEM 14: Tanks (Potable Water), Clean and Inspect WORK ITEM 15: Tanks (Potable Water), Preserve “Partial” WORK ITEM 16: Sewage Shore Tie, Modify WORK ITEM 17: Vacuum Collection Holding Tank, Clean and Inspect WORK ITEM 18: Deck Covering (Barenaked LT Plank WRT), Renew WORK ITEM 19: VCHT Room Escape Scuttle and Ladder, Install WORK ITEM 20: Tanks (Fuel Oil), Clean Inspect and Preserve WORK ITEM 21: Deck Covering (Polymeric), Repair and Seal WORK ITEM 22: Temporary Services, Provide - Cutter WORK ITEM 23: Flanges and Padeyes, Install WORK ITEM 24: Air Conditioning Plants, Groom iii (Rev-0)

REVISIONS RECORD

This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.

DATE REV# WORK

ITEM#

CHANGES MADE

NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.

iv (Rev-0)

CONSOLIDATED LIST OF REFERENCES

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

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

COAST GUARD DRAWINGS

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

Coast Guard Drawing 418A-WMSL 320-004, Rev -, Electrical Mods to Suit Installation of VCHT Escape

Scuttle

Coast Guard Drawing 418A-WMSL 505-001, Rev -, Piping Modifications to Suit VCHT Room Escape

Scuttle

Coast Guard Drawing 418A-WSL-593-002, Rev -, Sewage System Diagram

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

Coast Guard Drawing 750-WMSL 085-025, Rev -, Compartment Areas & Volumes NSC 3 & Follow

(AS3085012)

Coast Guard Drawing 750-WMSL 100-022, Rev K, Unit 2110 Structure - Innerbottom to 1st Platf Fr 35 -

44 (ASC100211)

Coast Guard Drawing 750-WMSL 100-023, Rev H, Unit 2120 Structure - 1st Platf to 2nd Deck Fr 35 to

Fr 44 (ASC100212)

Coast Guard Drawing 750-WMSL 100-024, Rev H, Unit 2130 Structure 2nd Deck to Main Deck - Fr 35 to Fr 44 (ASC100213)

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

(AS3167003)

Coast Guard Drawing 750-WMSL 180-013, Rev E, Fdn Arr Dwg Design Unit 2120 Bklt No. 1

(ASC180212)

Coast Guard Drawing 750-WMSL 180-014, Rev D, Fdn Arr Dwg Design Unit 2130 Bklt No. 1

(ASC180213)

Coast Guard Drawing 750-WMSL 300-017, Rev C, Unit 2120 1st Platf Fr 35 to Fr 44 Arr of Elect Eqpt

(ASC300212)

Coast Guard Drawing 750-WMSL 300-018, Rev C, Unit 2130 2nd Deck Fr 35 to Fr 44 Arr of Elect Eqpt

(ASC300213)

Coast Guard Drawing 750-WMSL 304-014, Rev C, Unit 2120-1st Platf-Fr 35 to Fr 44 Wireway

Arrangement and Details (ASC304212)

Coast Guard Drawing 750-WMSL 320-514, Rev C, PWR Sys S/S Gen & Swbd Intcon Dk Plan & Elem

Wrg Diag (ASC3200018)

Coast Guard Drawing 750-WMSL 330-005, Rev C, Lighting System Deck Plan AMR (UL & LL), MMR

(Fwd & Aft) (UL & LL) (ASC330004) v (Rev-0)

Coast Guard Drawing 750-WMSL 330-011, Rev F, Lighting System Deck Plan Second Deck - Fwd of Fr

52 (ASC330007)

Coast Guard Drawing 750-WMSL 436-011, Rev E, Fire Detection Sys Deck Plan (ASC436009)

Coast Guard Drawing 750-WMSL 493-001, Rev E, Unclassified LAN Cable Block Diagram

(ASC493001)

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

(ASC508001)

Coast Guard Drawing 750-WMSL 512-024, Rev C, Vent & Air Conditioning Arr 1st Platf Unit 2120

(ASC512212)

Coast Guard Drawing 750-WMSL 528-016, Rev E, Plumbing & Interior Deck Drains and Vent System -

Unit 2120 (ASC528212-PD)

Coast Guard Drawing 750-WMSL 528-041, Rev D, Plumbing Fixture Hook-Up Detail Booklet

(ASC528004)

Coast Guard Drawing 750-WMSL 530-010, Rev B, Potable Water Unit 2120 (ASC530212-PW)

Coast Guard Drawing 750-WMSL 593-027, Rev D, Sewage System Unit 2120 (ASC593212-SS)

Coast Guard Drawing 750-WMSL 593-078, Rev C, Bilge & Oil Pollution Control System Unit 2120

(ASC593212-PC)

Coast Guard Drawing 750-WMSL 593-10, Rev -, Gray Water System Schematic (ASC593021)

Coast Guard Drawing 750-WMSL 593-9, Rev B, Sewage System Schematic (ASC593020

Coast Guard Drawing 750-WMSL 600-014, Rev E, Fab & Instl of Hull Design, Unit 2120 (ASC600212)

Coast Guard Drawing 750-WMSL 602-004, Rev E, Photoluminescent Markings (ASC602006)

Coast Guard Drawing 750-WMSL 602-010, Rev E, Label Plates List - Access, Frames and Bulkheads

(ASC602012)

Coast Guard Drawing 750-WMSL 623-500, Rev G, Vertical Ladder and Ladder Rung List and Details

Ship Wide (ASC623004)

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

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

(ASC635002)

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

Coast Guard Drawing 750-WMSL 801-011, Rev -, Booklet of General Plans (NSC 6 Only)

(ASC801001F)

Coast Guard Drawing 750-WMSL-085-013, Rev -, Tank Capacity Curves (WMSL 757 ONLY)

(ASC085013H)

Coast Guard Drawing 750-WMSL-100-011, Rev H, Unit 1110 Structure - Inner Bottom, 1st Platf, & 2nd

Dk - Bow to Fr 10 (ASC100111)

Coast Guard Drawing 750-WMSL-100-013, Rev K, Unit 1210 Structure - Inner bottom to 1st Platform -

Fr 10 to Fr 22 (ASC100121)

Coast Guard Drawing 750-WMSL-100-017, Rev K, Unit 1310 Structure – Inner bottom to 1st Platform -

Fr 22 to Fr 35 (ASC100131)

Coast Guard Drawing 750-WMSL-100-021, Rev E, Unit 2100 Structure - Inner Bottom - Fr 35 to Fr 44

(ASC100210)

Coast Guard Drawing 750-WMSL-100-022, Rev K, Unit 2110 Structure - Innerbottom to 1st Platf Fr 35 -

44 (ASC100211)

Coast Guard Drawing 750-WMSL-100-026, Rev G, Unit 2200 Structure - Inner Bottom - Fr 44 to Fr 52

(ASC100220)

vi (Rev-0)

Coast Guard Drawing 750-WMSL-100-027, Rev K, Unit 2210 Structure - Innerbottom to 1st Platform -

Fr 44 to Fr 52 (ASC100221)

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

(ASC100230)

Coast Guard Drawing 750-WMSL-100-032, Rev K, Unit 2310 Structure - Inner bottom to 1st Platform -

FR 52 to FR 64 (ASC100231)

Coast Guard Drawing 750-WMSL-100-033, Rev H, Unit 2320 - 1st Platform to 2nd Deck - FR 52 to FR

64 (ASC100232)

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-100-036, Rev M, Unit 3110 Structure 1st Platform and Below Frs 65-

77 (ASC100311)

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

76 to Fr 88 (ASC100321)

Coast Guard Drawing 750-WMSL-100-044, Rev J, Unit 3320 Struct - Inner Bottom 2nd Deck Fr 89-98

(ASC100332)

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-100-090, Rev -, General Arrangements NSC 7 and Follow

(AS7100001)

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

Coast Guard Drawing 750-WMSL-100-514, Rev -, General Arrangements Hull 3 & Follow (AS3100001)

Coast Guard Drawing 750-WMSL-100-533, Rev -, Lifting Pad eyes AFT Main Machinery Room 5-52-

01-E & Uptake Stack Region

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

Ship Wide (ASC167001)

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

Wide (ASC167001)

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

Wide (ASC167001)

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

Wide (ASC167001)\

Coast Guard Drawing 750-WMSL-202-19, Rev A, Tank Level & Alarm Indication Sys Cable Running

Sheets (CRS) (ASC202018)

Coast Guard Drawing 750-WMSL-259-503, Rev E, Main Engine Combustion Air Intake & Exhaust

ARR, dets & L/M Below 2nd Deck

Coast Guard Drawing 750-WMSL-300-13, Rev C, Unit 1330 2nd DK-FR 22 TO FR 35 Arrangement Of

Electrical Equipment (ASC300133)

Coast Guard Drawing 750-WMSL-300-58, Rev C, Unit 3130 2nd DK - FR 64 TO FR 76 Arrangement Of

Electrical Equipment (AS3300313)

Coast Guard Drawing 750-WMSL-500-002, Rev E, Resilient Hanger Details & Installation (ASC500002)

Coast Guard Drawing 750-WMSL-506-011, Rev D, Overflow / Air Escapes / Sounding Tubes - Unit

1310 (ASC506131-AE)

Coast Guard Drawing 750-WMSL-506-012, Rev B, Ovfl / Air Escapes / Sounding Tubes Unit - 1320

(ASC506132-AE)

vii (Rev-0)

Coast Guard Drawing 750-WMSL-506-013, Rev C, Overflow / Air Escapes / Sounding Tubes - Unit

1330 (ASC506133-AE)

Coast Guard Drawing 750-WMSL-506-027, Rev D, Ovrflw / Airescapes / Sounding Tubes - Unit 3110

(ASC506311-AE)

Coast Guard Drawing 750-WMSL-506-028, Rev E, Overflow / Airescapes / Sounding Tubes Unit 3120

(ASC506312-AE)

Coast Guard Drawing 750-WMSL-506-029, Rev D, Overflow / Air Escapes & Sounding Tubes Unit

3130 (ASC506313-AE)

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

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

(ASC508001)

Coast Guard Drawing 750-WMSL-509-001 Rev A, HVAC Insulation Schedule

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

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

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

Coast Guard Drawing 750-WMSL-520-005, Rev A, Salt Water Cooling System Unit 2110 (ASC520211-

SW)

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

Coast Guard Drawing 750-WMSL-526-036, RevB-, Weather Deck Drains Unit 2340 (AS3526234-WD)

Coast Guard Drawing 750-WMSL-530-29, Rev B, Potable Water Unit 4310 (ASC530431-Pw)

Coast Guard Drawing 750-WMSL-530-505, RevA, Potable Water Piping Mods For STBD Shore Tie

Connection Installation.

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

Coast Guard Drawing 750-WMSL-593-009, Rev B, Sewage System Schematic (ASC593020)

Coast Guard Drawing 750-WMSL-593-104, Rev -, Sewage System Diagram (ASC593004) (SRD)

(NSC8)

Coast Guard Drawing 750-WMSL-593-506, Rev A, Sewage Shore Tie Mods

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

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

(ASC635002)

Coast Guard Drawing 750-WMSL-801-013, Rev -, Booklet of General Plans (ASC801001H) (SRD)

(NSC 8)

NAVSEA Drawing 803-1623057, Rev G, Scuttle, WT, Flush, Quick Acting, 25 Dia 25 psi-Arrangement

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

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

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

Coast Guard Commandant Instruction (COMDTINST) M9000.6 (series), Naval Engineering Manual

Coast Guard Commandant Instruction (COMDTINS) M10360.3 (series), Coatings and Color Manual viii (Rev-0)

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) 7108A, SWBS 573, Mar 2016, Stores Elevator - Model 20833

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

Coast Guard Technical Publication (TP) 7141, SWBS 555, Jun 2007, ULTRA FOG High Pressure

Sprinkler Systems

Coast Guard Technical Publication (TP) 7168, 19 Oct 07, 3.2 Refrigeration Ships Store Plant

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

Rev. 1

Coast Guard Technical Publication 7427 (TP 7427), 2018, R-102 Restaurant Fire Suppression System –

Design, Installation, Recharge and Maintenance Manual

Coast Guard Technical Publication (TP) S9514-F1-MMA-010, SWBS 514, Aug 2019, Air Conditioning

Plant - 130-Ton Capacity, HFC-134A - Description, Operation & Maintenance - REV 2

OTHER REFERENCES

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General

Requirements

Surface Forces Logistics Center Standard Specification 0450 (SFLC Std Spec 0450), 2018, Electrical

Power for Contractor Tools and Equipment

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 0850 (SFLC Std Spec 0850), 2018, General

Requirements for Drawing Preparation

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2018, Shipboard

Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2018, Shipboard

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

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2018, Auxiliary

Machine Systems

Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2018, Clean

Shipboard Ventilation Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2018, Install Interior

Deck Covering Systems

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2018, Temporary

Services

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2018, Temporary

Hull Accesses

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 11 (SSPC-SP 11), 2013, Power Tool Cleaning to Bare Metal ix (Rev-0)

OTHER REFERENCES

American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2011, Disinfection of Water-Storage Facilities

American National Standards Institute/NSF International (ANSI/NSF) 61, 2015, Drinking Water System

Components - Health Effects

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

ASTM International (ASTM) D1330, 2015, Standard Specification for Rubber Sheet Gaskets

ASTM International (ASTM) F1836M, Reapproved 2007, Standard Specification for Stuffing Tubes, Nylon and Packing Assemblies (Metric)

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

Other Working Surfaces

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

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

MIL-D-16791, Jan 1993, Detergents, General Purpose (Liquid, Nonionic)

MIL-DTL-15024G, March 2018, General Specification for Plates, Tags, and Bands for Identification of

Equipment

MIL-DTL-24640, Nov 2011 Cable, Electric, -20 TO +105 °C, 600 VOLTS, Lightweight, Multi-Pair, 18

AWG, TYPE 2XSW (Including Variation Type 2XSOW)

MIL-HDBK-291, Sep 1986, Cargo Tank Cleaning

MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric

MIL-PRF-24613, Nov 2007, Deck Covering Materials, Interior, Cosmetic Polymeric

MIL-PRF-24667C, May 2008, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application

Mil-Std-1627 30 Sept 1994 Bending Of Pipe or Tube For Ship Piping Systems

MIL-STD-2003-3, Sep 2009, Electric Plant Installation, Standard Methods for Surface Ships &

Submarines (Penetrations)

MIL-STD-777, Feb 2018, Schedule of Piping, Valves, Fittings, And Associated Piping Components for

Naval Surface Ships

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

Maintenance of Water-Based Fire Protection Systems

Naval Sea Systems Command Dwg No. 2145532, Rev B, Indicator/Indicating System Liquid Level

Application/Selection Guide

QQ-N-281D, 26 Aug 1974 Federal Specification: Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C 6183, 2005, Cork and Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets

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

Water Mist Fire Extinguishing System Operational Test Plan-Ship Builder HII Test Plan

MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness x (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/NIIN QTY ESTIMATED

COST

($/UNIT)

4 N Ultra Fog Sock Filters

(Will be supplied by the Cutter)***

NIIN:015618047 4 $25.00

19 N 25” D Flush Deck Quick-

Acting Watertight

Scuttle, Steel, Hinge, 15 psi

NAVSEA Dwg 803-1623057

Juniper P/N : JE7455-SF

1 ea $2,730.00

19 N EEBD Holder NIIN : AL-EEBD Malpass, Inc., P/N : 48EEBDAL

2 ea $85.00

19 N Strobe Light, Warning

Alarm (Red)

NIIN : - Federal Signal P/N :

FB2PST120R

1 ea $346.75

19 N Strobe Light, Warning

Alarm (Amber)

NIIN : - Federal Signal P/N :

FB2PST120A

1 ea $346.75

*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 Service Center.

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

4 Water Mist Fire Extinguishing System, Inspect And Test

8 Tanks (Ballast), Clean and Inspect

12 Grey Water Holding Tanks, Clean and Inspect

14 Tanks (Potable Water), Clean and Inspect

18 Deck Covering (Barenaked LT Plank WRT), Renew

19 VCHT Room Escape Scuttle and Ladder, Install 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_0618_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', '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 (COMDTINS) M10360.3 (series), Coatings and Color Manual

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, 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, allied processes, and NDE 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: Small Quantity

Generator (H18690390036).

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.

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

3 (Rev-0)

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 2018 Edition Standard Specifications and supersede published content:

None.

4 (Rev-0)

4. NOTES

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

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.

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

6 (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.

SURFAC

E

AMBIEN

T

ΔT

| DP -

SURFACE |

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

7 (Rev-0)

QA-3A - QUALITY ASSURANCE INSPECTION FORM

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

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: ABRASIVE SIEVE SIZE:

PLACE SURFACE PROFILE REPLICA TAPES IN THE SPACES PROVIDED BELOW, TO SERVE AS

PERMANENT QA RECORD. MAINTAIN A SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS

DIVIDED INTO SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:

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

TIME

8 (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: 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).

9 (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)

10 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL #

WORK

COATING MFG PRODUCT NAME

BATC

H #

INDUCTI

ON TIME

COATING SYSTEM

SEQUENCE

(PRIMER/TOUCHUP/3RD

COAT, ETC.)

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

SPOT 1 2 3 4 5

AVERAGE

VALUE

*BASE METAL READING

(BMR) Required, If Magnetic

Pull-Off (Type I/Banana) Gauge

Is Used.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE

ADJUSTMENTS

AFTER ADJUSTMENTS

AVG.

1 AVG. BMR DEVIATION

3 BEFORE

ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE

ADJUSTMENTS

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

11 (Rev-0)

55500_JDL_0417_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-100-090, Rev -, General Arrangements NSC 7 AND Follow

Coast Guard Drawing 750-WMSL-801-013, Rev -, Booklet of General Plans (NSC 8 SRD)

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication 7427 (TP 7427), 2018, R-102 Restaurant Fire Suppression

System – Design, Installation, Recharge and Maintenance Manual

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures

OTHER REFERENCES

MIL-DTL-15024G, March 2018, General Specification for Plates, Tags, and Bands for

Identification of Equipment

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

12 (Rev-0)

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 tank is fully charged with Ansulex Low pH fire suppressant agent (R-

102) and the seal is intact.

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

Cylinders are required to be hydrostatically tested every 12 years. If any of the cylinders are found below the required weight or in need of hydrostatic testing, 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 it has been greater than 5 years since last hydrostatic testing, a contract modification shall be issued for hose renewal.

13 (Rev-0)

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

Hydrostatic test date (DD/MM/YY)

Hydrostatic test pressure

Renewal date (DD/MM/YY)

Hose Log Item Number (Serial Number)

The Contractor shall stamp information on each tag. Hand written information on each Tag in NOT acceptable

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.).

This section is not applicable to this work item.

14 (Rev-0)

55500_JDL_0917_418

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-100-090, Rev -, General Arrangements NSC 7 AND Follow

Coast Guard Drawing 750-WMSL-801-013, Rev -, Booklet of General Plans (NSC 8 SRD)

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), 2018, General Requirements

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures

OTHER REFERENCES

MIL-DTL-15024G, March 2018, General Specification for Plates, Tags, and Bands for

Identification of Equipment

15 (Rev-0)

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

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.

16 (Rev-0)

3.2.1 System components. Inspect all system components thoroughly. Identify problems due to wear and tear, accidental and environmental damage, tampering, or other related changes that would adversely affect the proper performance of the fire protection system.

3.2.2 Detection and actuation system. The detectors should be checked and cleaned if necessary to ensure that they are free of foreign substances. Check the supervisory features of the detection system to determine that the detection system is in satisfactory condition. All manual operating valves shall be operated with the actuating control removed from the pilot cylinders. After testing, controls should be reset and reinstalled.

3.2.3 Piping and nozzles. Examine all connections to see that they are secured to the manifold. Piping should be examined for any evidence of corrosion. Ensure that the selector valves are in the closed position. Piping hangers shall be examined to see that the piping is securely supported. Ensure that the nozzle orifices are clear, unobstructed, in proper position and orientation.

3.2.4 Auxiliary equipment. All auxiliary equipment such as pressure switches, pressure releases, discharge valves, alarms, indicator lights, shall be inspected to ensure that they are in proper operating condition. Warning signs should be located properly and ensure that their instructions are correct.

3.2.5 Storage rack and cylinder assemblies. Inspect the storage rack for tightness, including floor mounting bolts and wall mounting hardware. Inspect the cylinders for evidence of corrosion and the cylinder valves for mechanical damage. The cylinder straps and the outlet fittings connected to the discharge manifold should be checked for tightness.

3.2.6 Electrical system. Inspect the electrical system and test for voltage, continuity and possible grounds without discharging the system. Ensure the Fire Control Panel displays the proper alarm condition during testing. Any defect or malfunction noted must be repaired immediately upon approval of the CFR.

3.2.7 Cylinder weight check. Weigh each of the four (4) 100-lb cylinders and the spare cylinders. If a cylinder shows a loss in net content of more than 10 percent, the cylinder shall be refilled after approval of the CFR. The empty and full weights of all cylinders are permanently stamped on the cylinder valve bodies. Record the date and the net weight on the tag attached to the cylinder. Submit a CFR.

WARNING

Cylinders should not be refilled without hydrostatic testing (and re-marking) if more than 5 years have elapsed form the date of the last test. Cylinders continuously in service without discharging may be kept in service for a maximum of 12 years from the date of last hydrostatic test.

3.2.8 Discharge delay timer. The Contractor shall test the discharge delay timer. Set timers for 30 seconds. Submit a CFR.

CAUTION

Always disconnect all pilot cylinder discharge heads before tests to prevent discharge of CO2.

3.2.9 Solenoid pilot valve and pilot-operated discharge head tests. Before proceeding, the Contractor shall ensure that the discharge heads are not connected to the cylinder valves. Check the plunger discharge head to be certain that it is retracted.

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