Specification CGC DALLAS FY11 MR2 Rev1.docx

USCGC DALLAS (WHEC 716)

378 FOOT "E CLASS" HIGH ENDURANCE CUTTER

SPECIFICATION FOR DOCKSIDE REPAIRS

September 2011

Developed By: LTJG Jennifer L. Rest

USCGC DALLAS (WHEC-378E) DOCKSIDE AVAILABILITY 2011

(Rev-1, 28 June 2011)

TABLE OF CONTENTS

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.

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.

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

All Coast Guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free or charge. Other Government documents may be accessed – free of charge – as follows:

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

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

· Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws:: www.gpoaccess.gov The Government is aware of the following internet web links where contractors may procure commercial specifications:

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

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

· NFPA: http://www.nfpa.org

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

COAST GUARD DRAWINGS

Coast Guard Drawing 378-FRAM-E 320-19, Rev A, As Built Electrical One-Line Dia Coast Guard Drawing 378-FRAM-E 431-3, Rev C, Lcl IC Swbd Iso - Elem W/D Coast Guard Drawing 378-FRAM-E 431-4, Rev A, IC Switchboard Groom Label Plates Coast Guard Drawing 378 FRAM-E 555-002, Rev E, Diag Halon Sys Coast Guard Drawing 378 FRAM-E 555-003, Rev E, Halon ER & Gas Turbine Coast Guard Drawing 378 FRAM-E 555-004, Rev E, Halon Sys Outside ER Coast Guard Drawing 378 FRAM-E 555-005, Rev D, Halon Eng Strm 1 Coast Guard Drawing 378 FRAM-E 555-009, Rev E, Halon Sys ER/GT L/M Coast Guard Drawing 378 FRAM-E 530-002, Rev B, Potable Water Press & Hot Water Storage Tanks Coast Guard Drawing 378 FRAM-E 533-001, Rev F, Potable Water Machinery Diagram Coast Guard Drawing 378-FRAM-E 85-1, Rev -, Booklet of General Plans Coast Guard Drawing 378-FRAM-E 131-3, Rev -, Mn Dk Pltg & FR – Aft Coast Guard Drawing 378-FRAM-E 508-1, Rev -, Insulation,Lagging Pipping-Machy Coast Guard Drawing 378-FRAM-E 635-3, Rev -, Det of Insulation Coast Guard Drawing 378-FRAM-E 635-6, Rev -, Arrg Insulation Cooling Sheathing Coast Guard Drawing 378-FRAM-E 132-1, Rev -, 2nd Dk Pltg & FR - Fwd Coast Guard Drawing 378-FRAM-E 122-4, Rev -, Transv Bhd 72, 80, 96 Coast Guard Drawing 378-FRAM-E 142-1, Rev -, 2nd Dk & 3rd Dk Pl – Aft Coast Guard Drawing 378-FRAM-E 120-3, Rev -, Misc Bhd 2nd & 3rd Dk Coast Guard Drawing 378-FRAM-E 512-28, Rev -, Vent Fan Rm 2nd Dk Coast Guard Drawing 378-FRAM-E 506-10, Rev -, Vents, Sounds, Overflows Diag Coast Guard Drawing 378-FRAM-E 506-13, Rev -, Vents, etc Frames 72-144 Coast Guard Drawing 378-FRAM-E 621-3, Rev -, Typical Joiner Dets Coast Guard Drawing 378-FRAM-E 621-4, Rev -, Joiner Bhds Coast Guard Drawing 378-FRAM-E 644-1, Rev -, San Spaces a&D Coast Guard Drawing 378-FRAM-E 644-2, Rev -, L Plumbing Fixtures Coast Guard Drawing 378-FRAM-E 635-3, Rev -, Det of Insulation Coast Guard Drawing 378-FRAM-W 624-1, Rev -, Joiner Doors Coast Guard Drawing 378-FRAM-W 644-3, Rev -, Shower Stalls Coast Guard Drawing 378-FRAM-W 801-1, Rev -, Booklet of General Plans Coast Guard Drawing 378-FRAM-E 85-1, Rev -, Booklet of General Plans Coast Guard Drawing 378-FRAM-E 123-3, Rev -, Misc Struct Encl Coast Guard Drawing 378-FRAM-E 526-1, Rev -, Diag Weather Dk Drains Coast Guard Drawing 378-FRAM-E 526-2, Rev -, Weather Dk Misc Drains Fwd Coast Guard Drawing 378-FRAM-E 526-4, Rev -, Weather Dk Misc Drains Aft Coast Guard Drawing 378-FRAM-E 526-6, Rev -, Weather Dk Misc Drains Fwd Coast Guard Drawing 378-FRAM-E 100-1, Rev -, Struct Pen Pp Cplg Coast Guard Drawing 378-FRAM-E 136-2, Rev -, 01 Dk Pltg & FR – Aft Coast Guard Drawing 378-FRAM-E 264-1, Rev -, Diag LO Xfr - Pur Sys Coast Guard Drawing 378-FRAM-E 131-3, Rev -, Mn Dk Pltg & FR – Aft NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation For Compartments Installation Details Coast Guard Drawing 378-FRAM-E 514-1, Rev -, Hot - Chw Sys Diag Coast Guard Drawing 378-FRAM-E 514-10, Rev -, AC Hot-Chw 01 LvlCoast Guard Drawing 378- FRAM-E 635-6, Rev -, Arrg Insulation Cooling Sheathing Coast Guard Drawing 378-FRAM-E 512-4, Rev -, HVAC Det Line Diag

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3C, Change 1, Jun 2006, Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes Coast Guard Technical Publication (TP) 3266, Manufacturers Instruction Book, SWBS Group(s) 324- 421, Change 1, May 1997 Coast Guard Technical Publication (TP) 3268, Manufacturers Instruction Book, SWBS Group(s) 427- 436, Change 2, May 2001 Coast Guard Technical Publication (TP) 3277B, SWBS 555, Feb 1998, Halon 1301 Fire Supression Sytem Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), Jan 2009, Install New Deck Covering Systems Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), Jan 2009, Provide Temporary Services

OTHER REFERENCES

ASTM International (ASTM) D4417, 2003, Standard Test Methods for Field Measurement of Surface Profile of Blast Cleaned Steel Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting Code of Federal Regulations (CFR) Title 33 CFR, 2008, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety Administration, Department Of Transportation MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning The Society for Protective Coatings (SSPC) VIS 1, 2004, Guide and Reference Photographs for Steel

Underwriters Laboratories Inc. (UL) 489, May 2002, Molded Case Circuit Breaker Naval Sea Systems Command (NAVSEA) 362-0895, Circuit Breaker Navy Type AQB - A250 Naval Sea Systems Command (NAVSEA) 362-2334, Air Circuit Breaker Navy Type AQB-A800 &

NQB-A800

Naval Sea Systems Command (NAVSEA) 362-2345, Circuit Breaker Navy Type AQB- A101 & NQB- A101 Naval Sea Systems Command (NAVSEA) 362-2428, Air Circuit Breaker Navy Type ACB-902R American National Standards Institute (ANSI/NCSL) Z540.3, 2006, General Requirements for Calibration and Measuring and Test Equipment National Fire Protection Association (NFPA) 12A, Jan 2009, Standard on Halon 1301 Fire Extinguishing Systems ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2002,

The Society for Protective Coatings SSPC-SP 1, 11/1/2004; Solvent Cleaning The Society for Protective Coatings SSPC-SP 3, 11/1/2004; Power Tool Cleaning

Naval Ship's Technical Manual (NSTM) Chapter 635, Jul 1998, Thermal, Fire and Acoustic Insulation

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.

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_STD, paragraph 3.2.6.5 (Inspection report particulars)):

Work Item Title D-11 Tank (MP Fuel), Clean This section is not applicable to this package.

PC_378E_WHEC_716_1109

Principal Characteristics

378E WHEC (DALLAS)

PHYSICAL CHARACTERISTICS

HULL CHARACTERISTICS

Material

MACHINERY CHARACTERISTICS

One 500KW-AC Type, 450V, 60 Hz, 3 Phase, Solar Model 101506-2001 gas turbine driven emergency service generator

Two 25 KVA (PF = 0.8), 120V, 400 Hz, 3 Phase Electronic Specialty motor generators

Two 10 KVA (PF = 0.8), 120V, 400 Hz, 3 Phase Electronic Specialty motor generators

TANK CAPACITIES

00000_PWB_0111_FLT

REC_0000_FLT_ Commercial Project @ CG Facility (0110) General Requirements

1. SCOPE

1.1 Intent. This item describes the general requirements to be followed by the Contractor while conducting this availability.

2. REFERENCES

COAST GUARD DRAWINGS

None.

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3C, Change 1, Jun 2006, Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes

OTHER REFERENCES

ASTM International (ASTM) D4417, 2003, Standard Test Methods for Field Measurement of Surface Profile of Blast Cleaned Steel Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting Code of Federal Regulations (CFR) Title 33 CFR, 2008, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety Administration, Department Of Transportation MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning The Society for Protective Coatings (SSPC) VIS 1, 2004, Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning

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 also to all other work subsequently authorized by changes, modifications, or extensions to the contract.

3.2 Fire watch requirements. The Contractor shall refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec 0000, in accomplishing the following task:

· Provide portable fire extinguishers for Coast Guard fire watch personnel. Coast Guard fire watch is in lieu of contractor personnel during the hours of 0800-1600, Monday through Friday, and limited to two Coast Guard fire watch personnel.

· Provide fire watch personnel and fire extinguishers for the duration of the availability period, during and beyond noted Coast Guard fire watch support.

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

3.4 HW disposal. The Contractor shall be responsible for all hazardous wastes generated by work under this contract. Label and package all hazard wastes in 49 CFR-approved containers, and in accordance with all other applicable Federal, state, and local laws and regulations. In addition, comply with applicable parts of 40 CFR 262, applicable to handling of hazardous wastes.

3.4.1 Along with the Government, the Contractor shall be contractually considered the co-generator of all hazardous wastes; be aware that the Government will make available its facility’s EPA Generator Identification (ID) Number for manifesting of hazardous wastes.

3.4.2 The Contractor shall identify, arrange, and be responsible for the turnover of all hazardous wastes, within the confines of the Coast Guard shore facility, to the facility’s HM/HW Coordinator. Notify the ship’s HW Coordinator prior to any transfers of HW from ship to shore.

3.4.3 The Contractor shall prepare a manifest of hazardous waste to be reviewed and signed by the HM/HW Coordinator. Contact the HM/HW Coordinator for turnover of any hazardous waste; in addition, notify the COTR 24 hours prior to any waste removals, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.4.4 The Contractor shall be aware of the following:

3.4.4.1 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 COTR or KO-approval.

3.4.4.3 Local environmental regulations at the Government facilities may be more stringent than in many jurisdictions. As with all environmental regulations, it is the Contractor's responsibility to research, prepare for, and comply with, the local and state regulations.

3.4.4.4 Coast Guard facilities do not have Facilities Response Plans (see 33 CFR 154 Subpart F). It is the Contractor’s responsibility to furnish the Facility Response Plan (FRP) when required for over-the-water liquids transfers to and from vessels. This requirement is applicable to transfers to/from vessels with an oil/fuel capacity of 250 barrels or more.

3.5 Pre-surface preparation test coupon. In order to ensure production of required surface profile, the Contractor shall accomplish the following, tasks, whenever abrasive-blasting is required in a work item that is deemed a ”critical-coated’ surfaces:

3.5.1 Coupon material and test set-up particulars.

3.5.1.1 Conduct a performance test on all abrasive blasting operations on a Contractor- provided test coupon, prior to starting abrasive blasting operations on the vessel. Ensure the following:

· The coupon shall be a new metal plate, of the same metal type and material properties as the vessel area to be blasted - steel or aluminum plate, as applicable, and shall have no existing anchor profile - other than the surface irregularities from the manufacturing process.

· The test coupon shall be flat, with nothing welded to the side used for the anchor profile test, no thinner than a 1/8-inch plate and measuring no smaller than 1-foot by 1-foot.

· For steel substrates, the coupon shall have the mill scale intact, and be in a Rust Grade "A" condition, in accordance with SSPC-VIS 1.

· The test coupon shall be affixed so as to not permit excessive movement during the performance test, but shall not be affixed to the vessel.

3.5.1.2 Ensure that the abrasive-blasting operation for the test coupon is conducted with the identical setup and parameters that will be used blasting the designated vessel surfaces – including, but not limited to:

· The abrasive media type and media size selected to achieve the anchor profile range, as specified in the applicable work items.

· Nozzle size and type (straight bore, high velocity nozzle, angle nozzle...).

· Delivery rate and pressure settings.

3.5.1.3 Blast a one-square foot area on one side of the test coupon to the abrasive surface preparation standard specified in the work item, and perform an anchor profile test of the blasted surface in accordance with ASTM D4417, Method B or C. Notify the COTR in advance of the abrasive blasting operation test, to permit the witnessing of the test by the COTR. Submit a CFR documenting the results of the abrasive blasting operation test. The CFR shall include at a minimum, the following:

· Area of the vessel for which the verified setup will be used to abrasive blast.

· The selected abrasive media type and size.

· The nozzle size and type.

· The delivery rate and pressure.

· The test coupon starting properties (material type and surface conditions).

· The resultant anchor profile readings from the test (a minimum of 3 locations, separated by a minimum of 2 inches shall be recorded).

NOTES

1. A performance test of the abrasive blasting operations on a test coupon and measuring the resultant anchor profile prior to performing the abrasive blasting operation on the cutter is required. The test coupon will be used to evaluate the anchor profile produced by the equipment setup and selected abrasive media.

2. The reverse side of the test coupon may be used for the subsequent test, provided that the conditions in paragraph 3.5.1 (Coupon material and test set-up particulars) are met.

3. Ultra high pressure water jetting does not create an anchor profile and is exempt from the anchor profile test coupon check.

3.5.1.4 Repeat the abrasive blasting operation test in the following instances:

· The equipment setup, that was evaluated during the test coupon abrasive blasting performance test in paragraph 3.5.1 (Coupon material and test set-up particulars), has changed.

· The resultant anchor profile readings observed on the vessel are outside the specified anchor profile range.

· Media is changed from MIL-A-22262 to CID A-A-59316 or vice versa.

· The supplier of the abrasive blasting media changes, regardless if the new source for the media has the same specifications.

· When Directed by the COTR.

CAUTION!

Ensure that blast media from the performance test does not strike the vessel during the test.

3.6 Interim changes to SFLC Std Spec 0000. The Contractor shall be aware of the fact that the requirements of paragraph 3.3.2.1.1 (Water depth) have been revised to read as follows:

“3.3.2.1.1 Water depth. Ensure that water depth is sufficient at the pier to allow the vessel's lowest underwater appendage to clear the bottom by at least two feet at:

· Ordinary low water mark on non-tidal rivers.

· At all tide conditions predicted during the availability for tidal rivers and other navigable waterways (Bay, Lake, etc.).”

4. NOTES

4.1 Access to COMDTINST M10360.3. The COMDTINST M10360.3 may be accessed at the following URL address: http://www.uscg.mil/directives/cim.asp

4.2 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 0000 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: _______________________________ Area Being Preserved: ___________________________________

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

Ensure all coatings are in compliance with COMDTINST M10360.3, 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 manufacturer(s).

CHECKPOINT 3 - AMBIENT CONDITIONS

Ensure surface and surrounding temperatures are each between 50 and 90°F for water-based 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 manufacturer(s).

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-12, SP-11, SP-10…).

Verify surface anchor profile using ASTM D4417-Methods B or C against COMDTINST M10360.3. 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 (maximum threshold: 70 microsiemens/cm ,for non-submerged surfaces and 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 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ 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)

| DP - Surface |

Name of QP-1 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: ________________________________________________ Location of Surface Profile Measurements: __________________________________________________________________

(mils)

SSPC-SP-10/NACE No. 2

SSPC-SP-12/NACE No. 5

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

Abrasive Manufacturer and Sieve Size: _________________________________ Place Surface Profile Replica Tapes In The Spaces Provided Below, To Serve As Permanent QA record. Maintain separate log for each area/location. When an Area Is Divided Into Separate Sections, Maintain A Separate Log for Each Section.

Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils

Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils

Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils

Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils

Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils

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

Name of QP-1 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: ________________________________________________ Location of Surface Profile Measurements: __________________________________________________________________

(mils)

SSPC-SP-10/NACE No. 2

SSPC-SP-12/NACE No. 5

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

Abrasive Manufacturer and Sieve Size: _________________________________ Record Measurements Taken In The Spaces Provided Below, To Serve As Permanent QA record. Maintain separate log for each area/location. When an Area Is Divided Into Separate Sections, Maintain A Separate Log for Each Section.

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

Name of QP-1 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: ________________________________________________ Location of Work (including frame numbers): _______________________________________ Area (square feet): ____________

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15

(microsiemens/cm)

Name of QP-1 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence) Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: ________________________________________________ Coating Manufacturer: ___________________Product Name: _______________________Batch Number: ____________ Induction Time: _______________________________________________________________ Coating System Sequence (Indicate Whether: Primer, Touch-Up Primer, Barrier Coat, 3rd Coat…): _______________________

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

*BASE METAL READING (BMR)

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

Location (Frame Reference): ___________________

Overall Avg. DFT

ADJUSTMENTS

Avg.

Overall Avg. DFT

ADJUSTMENTS

Avg.

Overall Avg. DFT

ADJUSTMENTS

Avg.

Application Method (Airless, Conventional Spray, Rolled):____________________ Average DFT: __________________________________________________________ Name of QP-1 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

32123_JSP_0309_378E

WORK ITEM D-01: CIRCUIT BREAKERS (60 HZ), INSPECT AND TEST

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect and test Circuit Breakers (60 Hz) located on the Main Switchboard.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 378-FRAM-E 320-19, Rev A, As Built Electrical One-Line Dia

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 3266, Manufacturers Instruction Book, SWBS Group(s) 324-421, Change 1, May 1997

OTHER REFERENCES

National Electrical Manufacturers Association (NEMA) Stds, Pub. No. AB4, 2003, Guidelines for Inspection and Preventive Maintenance of Molded Case Circuit Breakers Used in Commercial and Industrial Applications Underwriters Laboratories Inc. (UL) 489, May 2002, Molded Case Circuit Breaker Naval Sea Systems Command (NAVSEA) 362-0895, Circuit Breaker Navy Type AQB - A250 Naval Sea Systems Command (NAVSEA) 362-2334, Air Circuit Breaker Navy Type AQB-A800 & NQB-A800 Naval Sea Systems Command (NAVSEA) 362-2345, Circuit Breaker Navy Type AQB- A101 & NQB- A101 Naval Sea Systems Command (NAVSEA) 362-2428, Air Circuit Breaker Navy Type ACB-902R

3. REQUIREMENTS

3.1 General. The Contractor shall provide skilled technicians, portable instrument standards and all necessary equipment to inspect and test circuit breakers designated in the work item. The Contractor may remove the Circuit Breakers from the vessel to a shoreside test facility. If this is done the Contractor shall exercise extreme care in transporting and reinstalling the circuit breakers to original operating condition on Switchboard.

3.1.1 Prior to any wiring disconnection and removal of circuit breakers, the Contractor shall record all wiring information, trip setting adjustments, and equipment locations necessary for use in later reinstallation. Retain all mounting and connecting hardware for later reuse. Submit a CFR.

3.1.2 Disconnect and remove the circuit breakers listed in the Table 1. Coordinate the disconnection and removal of the circuit breakers with the COTR to minimize disruption of power. Temporarily cover or insulate switchboard or panel board openings created by the removal of circuit breakers to prevent personnel contact with energized conductors.

3.1.3 The Contractor shall notify the COTR 48 Hours prior to start work on this item.

3.2 Inspection requirement. The Contractor shall inspect all circuit breaker wire connectors, screws and plating and submit a CFR.

3.2.1 Surface burn marks and hairline cracks are acceptable but shall not deteriorate the mold surface or impair physical strength. Cracks are not permitted in wall section between phase and a ground plane when there is a conducting part in contact with the wall section. Cracks shall not exceed 0.75 inch in length, and in no case should be greater than 50 percent of the length of the surface in which the crack appears. Submit a CFR.

3.3 Circuit breaker testing. The contractor shall test circuit breakers listed in the Table 1 in accordance with the National Electrical Manufacturers Association (NEMA) AB 4 or UL 489 Molded Case Circuit Breakers. The test shall include, at a minimum:

· Mechanical Operation

· Insulation Resistance

· Individual Pole Resistance

· Inverse-Time Over current Tripping

· Instantaneous Over current Tripping

· Rated Hold-In Current (Note: Perform this test only on the circuit breakers which are tripping under normal load condition. The COTR will identify the circuit breakers).

3.4 Circuit breaker data sheet. The contractor shall provide data sheet of each circuit breaker testing with the following information:

· Circuit Breaker Model and Serial Number

· Circuit Breaker Service

· Circuit Breaker Visual Condition

· Test Voltage/Test Amperes

· Type of Test/Test Method/Test Date/Name of Test Laboratory

· Result of Testing

3.5 Contractor’s option for circuits breaker renewal. The Contractor may elect to renew circuit breakers in lieu of testing (due to high cost of labor for testing or non available near by testing facilities) at no additional cost to the government. Ensure that all circuit breakers shall be UL 489 Certified.

TABLE 1 – CIRCUIT BREAKER LIST

3.6 Circuit breaker reinstallation. After all testing is complete, reinstall circuit breakers using previously recorded wiring information to its original operating condition and Coast Guard TP 3266.

3.7 Operational test-post repairs. After completion of the work, the Contractor shall witness an operational test (by Coast Guard personnel) of all circuit breakers to prove satisfactory operating condition. Submit a CFR.

3.7.1 Operate each Circuit Breaker “ON” and “OFF” several times to exercise the circuit breaker and ensure that mechanical linkages are free.

3.7.2 Direction of Rotation Test – Perform a direction of rotation test on each new and disturbed three-phase motor circuit.

4. NOTES

This section is not applicable to this work item.

SEQUENCE OF TESTING

NOTE: THE CONTRACTOR SHALL PLAN TESTING OF CIRCUIT BREAKERS TO MINIMIZE POWER OUTAGE OF THE CUTTER. THE CONTRACTOR SHALL USE SPARE AVAILABLE CIRCUIT BREAKERS FROM SWITCHBOARD TO POWER CRITICAL LOAD OF THE CUTTER.

SECURE ALL SHORE POWER AND GENERATORS.

REMOVE:

1. ACB-902R – No. 1 SSDG, No. 2 SSDG, EG, and Emergency Bus Tie

2. AQB-A600 – Bow Prop

3. AQB-A400 – Shore Tie Bus A (Note: The Contractor shall remove and test only one Shore Tie Circuit Breaker at one time. After satisfactory testing of the first removed Shore Tie Circuit Breaker, the Contractor shall re-install tested Shore Tie Circuit Breaker to it’s original operating condition & The Contractor shall remove other Shore Tie Circuit Breaker for testing. The Contractor shall install blank cover plate at the removed Shore Tie Circuit Breaker to prevent accidental hazardous condition. During this testing of the Shore Tie Circuit Breaker, Ship’s shore capacity is cut to 400 Amps vice 800 Amp if this is not done.)

4. AQB-A250 – All on 1E Switchboard and Panel 2-232-1

5. AQB-A101LF – All on 1E Switchboard and Panel 2-232-1

REENERGIZE SHORE POWER THROUGH SHORE TIE BUS B (AND BUS A IF AVAILABLE).

2. Perform shop work and testing on removed circuit breakers.

3. Secure all shore power and generators.

4. Reinstall all removed circuit breakers except:

3. ACB-902R – No. 1 SSDG and No. 2 SSDG

4. AQB-A250 – 1-234-3(ALT) AFFF & No. 3 Fire Pump

REMOVE:

1. ACB-902R – Starboard Bus Tie and Port Bus Tie

2. AQB-A400 – Shore Tie Bus B (Note: The Contractor shall remove and test only one Shore Tie Circuit Breaker at one time. After satisfactory testing of the first removed Shore Tie Circuit Breaker, the Contractor shall re-install tested Shore Tie Circuit Breaker to it’s original operating condition & The Contractor shall remove other Shore Tie Circuit Breaker for testing. The Contractor shall install blank cover plate at the removed Shore Tie Circuit Breaker to prevent accidental hazardous condition. During this testing of the Shore Tie Circuit Breaker, Ship’s shore capacity is cut to 400 amps vice 800 if this is not done.) (Note: In warm climates, install a spare AQB-A400 in this space instead of leaving empty so that there is sufficient shore power to run the air conditioning plants.)

3. AQB-A250 – All on 1S Switchboard

4. AQB-A101LF – All on 1S Switchboard

INSTALL

1. Install SSDG circuit breakers in Starboard and Port bus tie positions.

2. Install 1-234-3(ALT) circuit breaker in 1S-4P-(3-168-1) Miscellaneous Machinery Forward position.

REENERGIZE SHORE POWER THROUGH SHORE TIE BUS A (AND BUS B IF AVAILABLE).

1. Perform shop work and testing on removed circuit breakers.

2. Secure all shore power and generators.

3. Remove SSDG circuit breakers from port and starboard bus tie positions and reinstall in original locations.

REMOVE

1. Remove No. 3 Fire Pump alternate supply circuit breaker from the 1S-4P-(3-168-1) position and reinstall in Panel (2-323-1).

RE-INSTALL

1. Reinstall all removed circuit breakers in their original locations except:

1. AQB-A250

2. 1S-4P-(2-16-1) Anchor Windlass (175 A)

3. 1S-4P-(1-234-3)(NOR) AFFF & No. 3 Fire Pump (125 A)

4. 1S-4P-(3-203-1)(NOR) Vital Auxiliary Starboard (225 A)

5. 1S-4P-(3-247-1)(NOR) Vital Auxiliary Starboard (250 A)

6. AQB-A101LF: 1S-4P-F(NOR) No. 1 Steering Gear (100 A)

TEMPORARILY INSTALL RETAINED 1S SWITCHBOARD CIRCUIT BREAKERS AS FOLLOWS:

1. AQB-A250

2. 250 A in 2S-4P-(1-234-1) Galley position

3. 175 A in 2S-4P-(3-279-2) A/C and Refrigeration Aft position

4. 125 A in 2S-4P-(1-285-2) Vents Aft position

5. 225 A in 2S-4P-(3-176-1) A/C and Refrigeration Forward position

6. AQB-A101LF: 100 A in 2S-4P-(3-279-4) A/C and Refrigeration Aft position

7. Reenergize shore power through both Shore Tie Bus A and Bus B.

8. Perform shop work and testing on removed circuit breakers.

9. Secure all shore power and generators

10. Remove the five above listed temporary circuit breakers and reinstall in original 1S Switchboard locations.

11. Reinstall all removed 2S Switchboard circuit breakers in their original locations.

12. Reenergize shore power through both Shore Tie Bus A and Bus B.

43111_JSP_0309_378E

WORK ITEM D-02: CIRCUIT BREAKERS (400 HZ), INSPECT AND TEST

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect and test circuit breakers (400 Hz) located on the IC Switchboard.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 378-FRAM-E 431-3, Rev C, Lcl IC Swbd Iso - Elem W/D Coast Guard Drawing 378-FRAM-E 431-4, Rev A, IC Switchboard Groom Label Plates

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 3268, Manufacturers Instruction Book, SWBS Group(s) 427-436, Change 2, May 2001

OTHER REFERENCES

National Electrical Manufacturers Association (NEMA) Stds, Pub. No. AB4, 2003, Guidelines for Inspection and Preventive Maintenance of Molded Case Circuit Breakers Used in Commercial and Industrial Applications Underwriters Laboratories Inc. (UL) 489, May 2002, Molded Case Circuit Breaker Naval Sea Systems Command (NAVSEA) 362-0895, Circuit Breaker Navy Type AQB - A250 Naval Sea Systems Command (NAVSEA) 362-2334, Air Circuit Breaker Navy Type AQB-A800 & NQB-A800 Naval Sea Systems Command (NAVSEA) 362-2345, Circuit Breaker Navy Type AQB- A101 & NQB- A101 Naval Sea Systems Command (NAVSEA) 362-2428, Air Circuit Breaker Navy Type ACB-902R

3. REQUIREMENTS

3.1 General. The Contractor shall provide skilled technicians, portable instrument standards and all necessary equipment to inspect and test circuit breakers designated in the work item. The Contractor may remove the Circuit Breakers from the vessel to a shoreside test facility. If this is done the Contractor shall exercise extreme care in transporting and reinstalling the circuit breakers to original operating condition on Switchboard.

3.1.1 Prior to any wiring disconnection and removal of circuit breakers, the Contractor shall record all wiring information, trip setting adjustments, and equipment locations necessary for use in later reinstallation. Retain all mounting and connecting hardware for later reuse. Submit a CFR.

3.1.2 Disconnect and remove the circuit breakers listed in the Table 1. Coordinate the disconnection and removal of the circuit breakers with the COTR to minimize disruption of power. Temporarily cover or insulate switchboard or panel board openings created by the removal of circuit breakers to prevent personnel contact with energized conductors.

3.1.3 The Contractor shall notify the COTR 48 Hours prior to start work on this Item.

3.2 Inspection requirement. The Contractor shall inspect all circuit breaker wire connectors, screws and plating and submit a CFR.

3.2.1 Surface burn marks and hairline cracks are acceptable but shall not deteriorate the mold surface or impair physical strength. Cracks are not permitted in wall section between phase and a ground plane when there is a conducting part in contact with the wall section. Cracks shall not exceed 0.75 inch in length, and in no case should be greater than 50 percent of the length of the surface in which the crack appears. Submit a CFR.

3.3 Circuit breaker testing. The contractor shall test circuit breakers listed in the Table 1 in accordance with the National Electrical Manufacturers Association (NEMA) AB 4 or UL 489 Molded Case Circuit Breakers. The test shall include, at a minimum:

1. Mechanical Operation

2. Insulation Resistance

3. Individual Pole Resistance

4. Inverse-Time Over current Tripping

5. Instantaneous Over current Tripping

6. Rated Hold-In Current (Note: Perform this test only on the Circuit Breaker which are tripping under normal load condition. The COTR will identify the Circuit Breakers).

3.4 Circuit breaker data sheet. The contractor shall provide data sheet of each circuit breaker testing with the following information:

1. Circuit Breaker Model and Serial Number

2. Circuit Breaker Service

3. Circuit Breaker Visual Condition

4. Test Voltage/Test Amperes

5. Type of Test/Test Method/Test Date/Name of Test Laboratory

6. Result of Testing

3.5 Contractor’s option for circuits breaker renewal. The Contractor may elect to renew circuit breakers in lieu of testing (due to high cost of labor for testing or non available near by testing facilities) at no additional cost to the government. Ensure that all circuit breakers shall be UL 489 Certified.

TABLE 1 – CIRCUIT BREAKER LIST

3.6 Circuit breaker reinstallation. After all testing is complete, reinstall circuit breakers using previously recorded wiring information to its original operating condition and Coast Guard TP 3268.

3.7 Operational test-post repairs. After completion of the work, the Contractor shall witness an operational test (by Coast Guard personnel) of all circuit breakers to prove satisfactory operating condition. Submit a CFR.

3.7.1 Operate each Circuit Breaker “ON” and “OFF” several times to exercise the circuit breaker and ensure that mechanical linkages are free.

3.7.2 Direction of Rotation Test – Perform a direction of rotation test on each new and disturbed three-phase motor circuit.

4. NOTES

This section is not applicable to this work item.

31100_JSP_0309_378E

WORK ITEM D-03: ELECTRIC METERS, CALIBRATE

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to calibrate specific electric meters.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings None.

Coast Guard Publications None.

Other References American National Standards Institute (ANSI/NCSL) Z540.3, 2006, General Requirements for Calibration and Measuring and Test Equipment

3. REQUIREMENTS

3.1 General. The Contractor shall provide skilled technicians, portable instrument standards and all necessary equipment to calibrate all meters and gauges identified in the work item. The Contractor may remove the meters and gauges from the vessel to a shoreside calibration facility. If this is done the Contractor shall exercise extreme care in transporting and reinstalling the meters and gauges to ensure they remain in calibration.

3.2 Electrical wiring. Electrical wiring temporarily removed to facilitate calibration shall be isolated and secured to eliminate shock hazard to personnel. Wiring removed from ammeters, KW meters or power factor meters fed from current transformers shall be shorted together to eliminate shock hazards.

3.2.1 Prior to disconnecting meter wiring leads, record and retain the connection information for use in later reconnection.