Attachment 1 - MUNRO DS FQ2 - SPEC (final).pdf

USCGC MUNRO (WMSL 755)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2020

Developed By: Erick B Keerins

(Rev-0, 13 September 2019)

USCGC MUNRO (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 ................................................................................. ix Consolidated List of Critical Inspection Items .............................................................................................. x Principal Characteristics ............................................................................................................................... xi General Requirements WORK ITEM 1: Galley Grease Fire Extinguishing System, Inspect And Test WORK ITEM 2: Heptafluoropropane (HFP) Fire Extinguishing System, Inspect and Test WORK ITEM 3: Gas Turbine Module Fixed Co2 Fire Extinguishing System, Inspect And Test WORK ITEM 4: Water Mist Fire Extinguishing System, Inspect And Test WORK ITEM 5: Talon Grid, Inspect and Test WORK ITEM 6: Helo Hangar Door, Inspect, Test and Repair WORK ITEM 7: Oily Water Separator System, Groom WORK ITEM 8: Carriage and Centerline Winch, Inspection and Test WORK ITEM 9: Tanks (Grey Water), Preserve “Partial” -Optional 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: Tanks (Grey Water), Clean and Inspect WORK ITEM 13: Forward and Aft Capstans, Annual Maintenance WORK ITEM 14: Flex Hose Assemblies, Renew WORK ITEM 15: Tanks (Fuel Oil), Clean and Inspect WORK ITEM 16: Tank Sounding Tube, Replace WORK ITEM 17: Tenting, Provide WORK ITEM 18: Deck Covering (Slip-Resistant), Renew WORK ITEM 19: Stack Interiors, Preserve WORK ITEM 20: Decks, Preserve (Full) WORK ITEM 21: Relief Valves, Inspect And Test WORK ITEM 22: General Welding, Provide-Optional WORK ITEM 23: Vacuum Collection Holding Tank, Clean and Inspect WORK ITEM 24: Vacuum Collection Holding Tank, Preserve “Partial”-Optional WORK ITEM 25: Temporary Services, Provide – Home Pier WORK ITEM 26: Tanks (Water Mist), Preseve “Partial”-Optional 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-264-001, Rev -, RDCN GR/CPP GTRB LO Diagram Coast Guard Drawing 418A-WMSL-530-001, Rev -, Potable Water System Diagram Coast Guard Drawing 418A-WMSL-540-001, Rev -, Fuel Oil Diagram Coast Guard Drawing 418A-WMSL-540-002, Rev -, Diesel Engine And Gas Turbine LO Fill, Transfer, & Service System Coast Guard Drawing 418A-WMSL-542-001, Rev -, JP-5 System Diagram Coast Guard Drawing 418A-WMSL-551-001, Rev -, Compressed Air Diagram Coast Guard Drawing 418A-WMSL-555-001, Rev -, AFFF System Diagram Coast Guard Drawing 750 WMSL-169-001, Rev E, Helo Hangar Door Installation (ASC169001) Coast Guard Drawing 750 WMSL-522-001, Rev G, Diagram Machinery Space Water Mist (ASC522001) Coast Guard Drawing 750 WMSL-522-002, Rev -, Machinery Space Water Mist System Description

(ASC522001-02)

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

(ASC555049)

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

(AS3085012)

Coast Guard Drawing 750-WMSL 100-084, Rev -, Topside Configuration for NSC 6 & Follow

(AS6100004)

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

(ASC801001F)

Coast Guard Drawing 750-WMSL-085-039, Rev -, Tank Sounding and Moment of Inertia Tables

(WMSL 755 Only) (ASC085014F) Coast Guard Drawing 750-WMSL-085-041, Rev , Tank Capacity Curves (WMSL 755 ONLY) Coast Guard Drawing 750-WMSL-100-061, Rev A, Inboard and Outboard Profile Coast Guard Drawing 750-WMSL-100-083, Rev , General Arrangement NSC 5 & Follow (AS5100001) Coast Guard Drawing 750-WMSL-101-004, Rev G, C & A, First Platform (ASC101004) Coast Guard Drawing 750-WMSL-136-500, Rev C, Centerline Talon Grid & Dock Socket Installation

(Talon Grid Mounting Details) Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication Details Ship

Wide (ASC167001) v (Rev-0)

Coast Guard Drawing 750-WMSL-202-19, Rev A, Tank Level & Alarm Indication Sys Cable Running Sheets (CRS) (ASC202014)

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-320-042, Rev D, Electrical One LINE Diagram (NSC 6 - SRD)

(ASC320001F)

Coast Guard Drawing 750-WMSL-505-001, Rev C, List of Relief Valves (ASC505001) Coast Guard Drawing 750-WMSL-505-006, Rev D, List of Hoses (ASC505006) 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)

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

1330 (ASC506133-AE)

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

1340 (ASC506134-AE)

Coast Guard Drawing 750-WMSL-506-026, Rev C, Overflow / Air Escapes / Sounding Tubes Unit 2330

(ASC506233-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-506-030, Rev D, Overflow / Air Escapes / Sounding Tubes – Unit

3140 (ASC506314-AE)

Coast Guard Drawing 750-WMSL-506-034, Rev E, Overflow / Air Escapes Sounding Tubes Unit 3240

(ASC506324-AE)

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

(ASC506411-AE)

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

(ASC506231-AE)

Coast Guard Drawing 750-WMSL-506-040, Rev B, Overflow / Air Escapes / Sounding Tubes Unit 2320

(ASC506232-AE)

Coast Guard Drawing 750-WMSL-506-043, Rev A, Overflow / Air Escapes / Sounding Tubes Unit 4420

(ASC506442-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-516-002, Rev J, Chilled Water System Diagram (ASC516002) Coast Guard Drawing 750-WMSL-520-026, Rev A, Seawater Cooling System Diagram Selected Record

Drawing NSC 6 (ASC520001F) Coast Guard Drawing 750-WMSL-522-001, Rev G, Diagram Machinery Space Water Mist (ASC522001) vi (Rev-0)

Coast Guard Drawing 750-WMSL-556-004, Rev E, Steering Gear Hydraulic Diagram (ASC556003) Coast Guard Drawing 750-WMSL-582-001, Rev D, Anchoring, Mooring, and Towing Arrangement

(ASC582001)

Coast Guard Drawing 750-WMSL-582-002, Rev G, Mooring and Towing Arrangement (ASC582002) Coast Guard Drawing 750-WMSL-583-004, Rev H, Stern Launch & Recovery Arrangement & Details

(ASC583004)

Coast Guard Drawing 750-WMSL-593-009, Rev B, Sewage System Schematic (ASC593020) 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-801-011, Rev -, Booklet of General Plans (NSC 6 Only)

(ASC801001F)

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

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 9532, 30May2018, Amendment 01: 08May2019, Cutter

Information Book (CIB) Auxiliary Machinery – Volume IV (HULL 755 ONLY) Coast Guard Commandant Instruction(COMDTINS) M10360.3 (series), Coatings and Color 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) 7087, Mar 2011, Pressure Relief Valve 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) 7181, 02-OCT-07, Helo Hangar Doors Coast Guard Technical Publication (TP) 7346A SWBS 593, 03 July 2017, Bilge Water Separator Ultra

Sep Model US5000-J407 Coast Guard Technical Publication (TP) 7348A, 29-MAR-11, Small Boat Retrieval System Equipment

Manual 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) 7532, 30-MAY-2018, Cutter Information Book (CIB) - Auxiliary

Machinery (755 ONLY) Coast Guard Technical Publication (TP) 7809, Boat Retrieval Equipment – Boat Hoist, Centerline &

Carriage Winches.

Coast Guard Technical Publication (TP) 9557, 6 -JULY-2017, Capstan, Midship & AFT - Model 4A0100 Coast Guard Technical Publication 7427 (TP 7427), 2014, R-102 Restaurant Fire Suppression System –

Design, Installation, Recharge and Maintenance Manual Coast Guard Technical Publication 7999 (TP 7999), March 2015, Talon Helicopter Landing Grid – Type

18-08 NAVSEA Dwg 803-1385828, Rev P, Nozzles AFFF and Washdown System vii (Rev-0)

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

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

Surface Forces Logistics Center Standard Specification 0450 (SFLC Std Spec 0450), 2014, Electrical Power for Contractor Tools and Equipment

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

Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2014, Shipboard Electrical Cable Test

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

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2014, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation

Surface Forces Logistics Center Standard Specification 3100 (SFLC Std Spec 3100), 2014, Inspect, Test and Recondition AC Synchronous Machines In-Place

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), 2014, Requirements for Preservation of Ship Structures

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

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2014, Temporary Hull Accesses

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

OTHER REFERENCES

MIL-DTL-15024F General Specifications for Plates, Tags, and Bands for Identification of Equipment Air Capable Ship Aviation Bulletin 1L (2009) American National Standards Institute (ANSI/EASA) AR100, 2015, Recommended Practice for the

Repair of Rotating Electrical Apparatus ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) F1836M, Reapproved 2007, Standard Specification for Stuffing Tubes, Nylon and Packing Assemblies (Metric) Coast Guard Ship Alteration Approval 378-B-283, TALON Grid Installation Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2017, Occupational Safety and Health

Standards Code of Federal Regulations (CFR) Title 29, Part 1915, Jul 2013, Occupational Safety and Health

Standards for Shipyard Employment Code of Federal Regulations (CFR) Title 40, Jul 2013, Protection of the Environment EASA Standard AR100-2015, Recommended Practice for the Repair of Rotating Electrical Apparatus, 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-A-22262, Mar 1996; Abrasive Blasting Media Ship Hull Blast Cleaning viii (Rev-0)

MIL-DTL-1222, Dec 2000, Studs, Bolts, Screws and Nuts for Applications Where a High Degree of Reliability Is Required

MIL-DTL-15024F General Specifications 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-PRF-24176C, Oct 2004, Cement, Epoxy, Metal Repair and Hull Smoothing MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric MIL-PRF-24667C, May 2008, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application 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, 2011, Standard for the Inspection, Testing, and

Maintenance of Water-Based Fire Protection Systems Naval Sea Systems Command (NAVSEA) S6435-TL-MMI-010, Angle Relief Valve – Type D50 Naval Sea Systems Command Dwg No. 2145532, Rev B, Indicator/Indicating System Liquid Level

Application/Selection Guide Northrop Grumman Ship Systems Test Procedure 58817-03-200, Talon Strength and Load Test Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2013, Cork and

Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets The Society for Protective Coatings (SSPC) Paint Application Specification No. 1 (SSPC-PA Guide 1), 2004, Shop, Field, And Maintenance Painting of Steel The Society for Protective Coatings (SSPC) Paint Application Specification No. 3 (SSPC-PA Guide 3), 1995, A Guide to Safety in Paint Application 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)/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 6 (WAB)/NACE WAB-3, Commercial Wet Abrasive 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.

This section is not applicable to this package.

x (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

6 Helo Hangar Door, Inspect, Test and Repair

7 Oily Water Separator System, Groom

14 Flex Hose Assemblies, Renew

17 Tenting, Provide

18 Deck Covering (Slip-Resistant), Renew xi (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', '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(COMDTINS) 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 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 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, 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 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: None

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

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

• National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.

3 (Rev-0)

• Air Emission Permit: Unit has a Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants.

3.5.2 Test and procedures. The Contractor shall be required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work shall be done by qualified laboratories; and where required by law, the laboratories shall be certified.

3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas;

ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.6 Additional Requirements. The Contractor shall be aware of the following:

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

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

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

3.6 Local Policy. None.

4 (Rev-0)

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 Change to 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.”

3.7.1.1 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)).”

3.7.2 Change to Std Spec 5000, paragraph D2.2.1.1 bullet, "For running rigging, furnish class 6x37, uncoated, independent wire rope core (IWRC), right regular lay (RRL) wire rope or Dyform-18, rotation resistant wire rope," to "For running rigging, furnish class 6x36, uncoated, independent wire rope core (IWRC), right regular lay (RRL) wire rope or Dyform-18, rotation resistant wire rope."

3.7.2.1 Change to Std Spec 5000, page D-2, Table D-1 title from "DYFORM-18, 6X19 AND 6X37 IWRC RRL," to " DYFORM-18, 6X19 AND 6X36 IWRC RRL"

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 ITEM

# WORK ITEM TITLE

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

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER COAT,

BARRIER COAT, TOP COAT,

ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFACE AMBIENT 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 ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

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

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

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

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

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

8 (Rev-0)

TIME

9 (Rev-0)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

RECORD MEASUREMENTS TAKEN IN THE SPACES PROVIDED BELOW, TO SERVE AS PERMANENT QA

RECORD. MAINTAIN SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS DIVIDED INTO

SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Mean Reading (mils)

Mean Reading (mils) IAW ASTM DD4417).

10 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL # WORK ITEM

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

11 (Rev-0)

12 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL # WORK ITEM

# WORK ITEM TITLE

COATING MFG PRODUCT NAME BATC

H #

INDUCTI

ON TIME

COATING SYSTEM

SEQUENCE

(PRIMER/TOUCHUP/3RD

COAT, ETC.)

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

SPOT 1 2 3 4 5 AVERAGE

VALUE

*BASE METAL READING

(BMR) Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

1 AVG. BMR DEVIATION

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

13 (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-801-011, Rev A, Booklet of General Plans (NSC 6 ONLY)

(ASC810001E)

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

(AS5100001)

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.

14 (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 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 Inspect each cylinder, noting weight and last inspection date. Cylinders are required to be hydrostatically tested every 12 years. Submit CFR with each cylinder weight and date of last inspection.

CFR shall include all discrepancies noted with recommended corrective action.

3.2.4 Inspect system flex hoses. Hoses that are older than 12 years in service or more than 5 years since last hydrostatic testing are required to be renewed. Submit CFR noting service and hydrostatic testing dates. CFR shall include all discrepancies with recommended corrective actions.

15 (Rev-0)

3.2.5 Flexible hose tags. Hose tags shall meet the requirements of MIL-DTL-15024F. 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).

4. NOTES

This section is not applicable to this work item.

16 (Rev-0)

55500_JDL_0417_418

WORK ITEM 2: Heptafluoropropane (HFP) Fire Extinguishing System, Inspect and Test

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect the HFP fire extinguishing systems in the compartments listed in Table 1.

TABLE 1 – COMPARTMENTS SERVED BY HFP SYSTEM

COMPARTMENT CUBIC FOOTAGE TANK SIZE* TANK FILL

Paint Locker (1-76-6-K) 463 40 lb 24 lb Hazmat Stowage Locker (1-76-8-K) 804 55 lb 46 lb Flammable Liquid Storage Locker (1-79-4-K) 746 55 lb 43 lb

* The three (3) HFP tanks are stored in Foul Weather Gear Locker & Drying Room (1-79-2-A).

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

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

(ASC810001E)

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

(AS5100001)

COAST GUARD PUBLICATIONS

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

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

17 (Rev-0)

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.

3.1.2 Tech Rep. The Contractor shall provide the services of a Qualified Technical Representative who is familiar with the FM-200 fire extinguishing system to accomplish the following on site:

• Advise on manufacturer's proprietary system information.

• Assist with the inspections, tests, and repair of the FM-200 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 HFP system inspections and tests. In the presence of the CG Inspector the Contractor shall perform the following. Submit CFR(s) to document the results of inspections and tests performed.

18 (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 Piping and nozzles. Examine all connections to see that they are secured to the manifold. Piping should be examined for any evidence of corrosion. Piping hangers shall be examined to see that the piping is securely supported. Remove the nozzles and inspect for obstructions. Clean if necessary and reinstall.

3.2.3 HFP cylinder weight. Weigh each cylinder and compare with weight found on the cylinder nameplate. If the container shows a loss in HFP quantity of more than 5% the cylinder shall be refilled or replaced after approval of the CFR.

3.2.4 HFP cylinder pressure. The Contractor shall note the pressure in the HFP cylinder. At ambient temperature of 70oF, the pressure should be 360 psig. If the ambient temperature is higher or lower than 70oF, the pressure will be somewhat higher or lower in accordance with the pressure table shown in Table

7.3.2 of TP 7097. If the loss in pressure is more than 10% (corrected for temperature variation), check for possible leaks and, after approval of the CFR, pressurize the cylinders with nitrogen.

3.2.5 HFP cylinder hydrostatic test. Inspect each cylinder, noting weight and last inspection date.

Cylinders are required to be hydrostatically tested every 12 years. Submit CFR with each cylinder weight and date of last inspection. CFR shall include all discrepancies noted with recommended corrective action.

3.2.6 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 shall be checked for tightness

3.3 Functional tests. The Contractor shall perform functional tests of the HFP system in each compartment in accordance with TP 7097 Section 7.2.1. The Contractor shall disable each HFP tank so that activation of the release circuit will not release HFP. Specifically, the Contractor shall perform the following:

3.3.1 Verify that all alarm functions and indicator lights occur.

3.3.2 Verify that the discharge status is registered at the Machinery Control and Monitoring Station

(MCMS).

3.3.3 Verify the ventilation and exhaust dampers are closed and the fans are “OFF”.

3.3.4 Verify each of the time delay timers is operational. Discharge delay timers that are not accurate to within +20%/-0% at 70o F of their rating. Timers are set for 22 seconds. Adjust the timers after approval of the CFR.

3.3.5 Inspect and test the automatic and manual release stations to ensure that they are operational.

3.4 Electrical system. The Contractor shall inspect the electrical system and test for voltage, continuity and possible grounds without discharging the system. Any defect or malfunction noted must be repaired after approval of the CFR.

19 (Rev-0)

3.5 Flexible hoses. The Contractor shall inspect system flex hoses. Hoses that are older than 12 years in service or more than 5 years since last hydrostatic testing are required to be renewed. Submit CFR noting service and hydrostatic testing dates. CFR shall include all discrepancies with recommended corrective actions.

3.6 Flexible hose tags. Hose tags shall meet the requirements of MIL-DTL-15024F. 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

3.7 System restoration. At the completion of all tests and inspections, the Contractor shall ensure that the fire suppression system is ready to operate and the electrical actuating system is energized for automatic operation.

3.8 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).

20 (Rev-0)

55500_JDL_0917_418

WORK ITEM 3: 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…