Specification DALLAS FY11 MR1 SPEC REV 0.docx

USCGC DALLAS (WHEC 716)

378 FOOT "E CLASS" HIGH ENDURANCE CUTTER

SPECIFICATION FOR MAINTENANCE AND REPAIR 1

FY 2011

Developed By: LTJG Jennifer L. Rest

USCGC DALLAS (WHEC-378E) DOCKSIDE AVAILABILITY 2011

(Rev-0, 14 February 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 572-001, Rev D, Commissary Hoist Details Coast Guard Drawing 378-FRAM-E 508-1, Rev -, Insulation,Lagging Pipping-Machy Coast Guard Drawing 378-FRAM-E 514-1, Rev -, Hot - Chw Sys Diag Coast Guard Drawing 378-FRAM-E 514-2, Rev -, AC Hot-Chw Machy Space Coast Guard Drawing 378-FRAM-E 514-3, Rev -, AC Hot-Chw Machy L/M Coast Guard Drawing 378-FRAM-E 514-4, Rev -, Hot-Chw 3rd Dk & Below Coast Guard Drawing 378-FRAM-E 514-5, Rev -, AC Hot-Chw 3rd Dk L/M Coast Guard Drawing 378-FRAM-E 514-6, Rev -, AC Hot-Chw 2nd Dk Coast Guard Drawing 378-FRAM-E 514-7, Rev -, AC Hot-Chw 2nd Dk L/M Coast Guard Drawing 378-FRAM-E 514-8, Rev -, AC Hot-Chw Mn Dk Coast Guard Drawing 378-FRAM-E 514-9, Rev -, AC Hot-Chw Mn Dk Coast Guard Drawing 378-FRAM-E 514-10, Rev -, AC Hot-Chw 01 Lvl Coast Guard Drawing 378-FRAM-E 514-11, Rev -, AC Hot-Chw 01 Lvl L/M Coast Guard Drawing 378-FRAM-E 85-1, Rev -, Booklet of General Plans NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation For Compartments Installation Details Coast Guard Drawing 378-FRAM-E 635-3, Rev -, Det of Insulation NAVSEA Dwg 804-5959214, Insulation, Piping Coast Guard Drawing 378-FRAM-E 85-1, Rev -, Booklet of General Plans 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 635-3, Rev -, Det of Insulation Coast Guard Drawing 378-FRAM-E 85-1, Rev -, Booklet of General Plans Coast Guard Drawing 378-FRAM-E 512-4, Rev -, HVAC Det Line Diag Coast Guard Drawing 378-FRAM-E 512-5, Rev -, Vent Gn Construct Coast Guard Drawing 378-FRAM-E 512-19, Rev -, Vent Arrg 01 Dk Coast Guard Drawing 378-FRAM-E 512-20, Rev -, Vent Arr Mn Dk Fwd Coast Guard Drawing 378-FRAM-E 512-22, Rev -, Vent Arrg 2nd Dkd Fwd Coast Guard Drawing 378-FRAM-E 512-20, Rev -, Vent Arr Mn Dk Fwd Coast Guard Drawing 378-FRAM-E 513-1, Rev -, Vent Arrg Eng Rm Plan Coast Guard Drawing 378-FRAM-E 513-4, Rev -, Vent Fan Rm Mn Dk 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 PUBLICATIONS

Coast Guard Technical Publication (TP) 3280A, Feb 2007, Manufacturers Instruction Book, SWBS Group(s) 572-582, 378’ WHEC Class Cutters Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), Jan 2009, Auxiliary Machinery Systems Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Surface Forces Logistics Center Standard Specification (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 Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), Jan 2009, Provide Temporary Services

OTHER REFERENCES

MIL-STD-769, Oct 1990, Thermal Insulation Requirements for Machinery and Piping The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning ASTM International (ASTM) F683, 2008, Standard Practice for Selection and Application of Thermal Insulation for Piping and Machinery NAVSEA Dwg 804-5959214, Insulation, Piping 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 NAVSEA Drawing 804-5773932, Acoustic & Thermal Insulation for Compartments The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning The Society for Protective Coatings (SSPC)/NACE Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning NAVSEA Dwg 804-5773932, Acoutic & Thermal Insulation for Ducts 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 The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC) Surface Preparation Specification No.15 (SSPC-SP 15), 2004, Commercial Grade Power Tool Cleaning American Welding Society (AWS) D1.1, 2008, Structural Welding Code - Steel 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-01: COMMISSARY HOIST, LEVEL 2 INSPECT AND REPAIR

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: _________

57201_JLW_0409_FLT

REC_57200_FLT_378’ WHEC ‘E’ Class (ALL) (0609)

WORK ITEM D-01: COMMISSARY HOIST, LEVEL 2 INSPECT AND REPAIR

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform various repairs and depot-level maintenance to the commissary hoist system.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 378 FRAM-E 572-001, Rev D, Commissary Hoist Details

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 3280A, Feb 2007, Manufacturers Instruction Book, SWBS Group(s) 572-582, 378’ WHEC Class Cutters Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), Jan 2009, Auxiliary Machinery Systems

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General. The Contractor shall conform to all requirements specified in SFLC Std Spec 5000 and in this item, as applicable, during the performance of this availability.

3.2 Conduct an inspection of the elevator and its associated components, in accordance with NSTM Chapter 772, section 5, prior to performing its operational testing.

3.2.1 CIR. The Contractor shall submit a CIR for the inspections listed in the following paragraphs:

· 3.3 (Cleaning, inspection, determination of required repairs).

· 3.3.1 (Components inspection).

· 3.6 Motor and controller

3.2.2 Operational test - initial. Prior to commencement of work, the Contractor shall witness an operational pre-test (by Coast Guard personnel) of the elevator, to demonstrate existing operational condition. Submit a CFR.

3.2.2.1 Report. The Contractor shall submit a CFR for the completed operational test.

3.2.2.2 The Contractor shall inspect the elevator and its associated components to ensure its safety and reliability.

3.2.3 The Contractor shall follow all safety precautions specified in NSTM Chapter 572.

3.3 Clean and inspect the dumbwaiter components in accordance with NSTM Chapter 572, Section 572-4. Check the electric motor insulation resistance reading and submit a CFR. See CG Dwg 378-FRAM-E 572 for guidance. Information about the commissary hoist (dumb waiter) is shown in the drawings referenced above.

3.3.1 Submit a CFR of all inspected components to the Coast Guard Inspector within 24 hours. If the inspection results reveal any defects, repairing them may be subject to a contract change.

3.3.2 Renew the wire rope and fittings in accordance with NSTM Chapter 572 and CG Tech Pub 3280.

3.3.3 Disassemble, clean, inspect, overhaul, assemble and test the brakes.

3.3.3.1 Disassemble and remove the brake assembly from the motor. Brake is manufactured by Stearns Electric Corp.

3.3.3.2 In the presence of the Coast Guard Inspector clean and inspect all brake components for wear and deformation.

3.3.3.3 Inspect and test the electric solenoid to determine whether all parts appear to be in proper condition and make adjustments in accordance with CG Tech Pub 3280.

3.3.3.4 Submit a Condition Found Report (CFR) of all inspected components to the Coast Guard Inspector within 24 hours.

3.3.3.5 Renew all springs and friction linings in accordance with CG Tech Pub 3280.

3.3.3.6 Reassemble, adjust and lubricate all brake mechanisms and components in accordance with CG Tech Pub 3280.

3.3.3.7 Test run the unit, observe and record the operation of the brake and any unsatisfactory condition noted. Submit a Condition Found Report.

3.3.4 Disassemble, clean, inspect, overhaul, reassemble and test the Cone drive.

3.3.4.1 Disassemble and remove the Cone drive assembly from the motor and drain all oil. Discard all oil in accordance with federal, state, and local laws and regulations.

3.3.4.2 In the presence of the Coast Guard Inspector clean and inspect all Cone drive components for wear and deformation.

3.3.4.3 Submit a CFR of all inspected components to the Coast Guard Inspector within 24 hours.

3.3.4.4 Renew all bearings, seals, O-rings, and gaskets in accordance with CG Tech Pub 3280.

3.3.4.5 Assemble, adjust and lubricate all Cone drive worm, gear, and bearings in accordance with CG Tech Pub 3280. Renew oil in accordance with CG Tech Pub 3280.

3.4 Restore all affected systems and clear tags in accordance with the General Requirements.

3.4.1.1 Test run the unit, observe and record the operation of the Cone drive and any unsatisfactory condition noted. Submit a Condition Found Report.

3.5 Conduct a No-Load test of the dumbwaiter, in accordance with NSTM Chapter 572, section 572-4 from each landing. A careful inspection shall be made in the company of the Coast Guard Inspector to ensure that all mechanical and electrical installations operate properly in accordance with CG Tech Pub 3280.

3.6 Conduct the Static Load Test, Dynamic Load Test, Rated Load Test and inspect the dumbwaiter in the company of the Coast Guard Inspector. Perform this in accordance with NSTM Chapter 572, paragraph 572-4.

3.6.1 Provide certified weights for all tests:

The rated load of the hoist is 2100 lbs at 25 feet per minute.

Dynamic Load is 3150 lbs.

Static Load is 4200 lbs.

3.6.2 Check that the hoist stops at each landing.

3.6.3 Check that the proper adjustment of the electric brake and limit switches have been made in accordance with CG Tech Pub 3280.

3.6.4 Check that the audible alarm sounds when hoist is activated and continues until the hoist stops at a landing.

3.6.5 Check that the three second time-delay relay delays movement of hoist for the specified time after the “up” or “down” button is pushed.

3.6.6 Check that the solenoid operated door locks and limit switches lock the service doors when the hoist is in operation and when power is secured.

3.6.6.1 Both Non Tight Doors in the galley are out of adjustment. Adjust both NTDs in the galley for proper operation.

3.6.7 Check that the solenoid operated door lock unlocks only the service door at the desired landing at which the hoist has stopped. All other service doors shall remain in locked position.

3.6.8 Check that the solenoid operated door locks can be unlocked by the manual method.

3.6.9 Check that the hoist door limit switch operates to prevent the hoist from moving if the hoist door is not closed.

3.6.10 Verify the lights inside the hoist trunk illuminate properly and that the glass windows in the service door are adequate for ascertaining the hoist position.

3.6.11 Submit a CFR on all dumbwaiter tests and inspection results to the Coast Guard Inspector within 24 hours of the completion of them.

3.6.12 Install covers over door interlock bypass buttons, 3 each, to prevent casual or inadvertent operation.

3.7 Lubricate all grease fittings and moving parts with grease which complies with MIL DTL-23549 requirements. Renew gear case oil in accordance with CG Tech Pub 3280.

3.8 If the inspection, hoist test, or post test results reveal any defects, repairing them may be subject to a contract change.

3.9 Affix a plastic engraved label plate showing Rated Working Load, Test Load, Place of Test, Date of Test, and location of test.. The location of the label plate shall be provided by the Coast Guard Inspector.

3.10 The Contractor shall coordinate all tests and inspections with the designated Coast Guard Inspector to minimize production delays.

3.11 The Contractor shall complete the following “load test procedure record” sheet and submit to COTR.

4. NOTES

This section is not applicable to this work item.

Load test procedure record sheet:

63500_JAH_1210_378E

WORK ITEM D-02: CHILL WATER SYSTEM INSULATION RENEWAL

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew insulation in the designated compartments.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 378-FRAM-E 508-1, Rev -, Insulation,Lagging Pipping-Machy Coast Guard Drawing 378-FRAM-E 514-1, Rev -, Hot - Chw Sys Diag Coast Guard Drawing 378-FRAM-E 514-2, Rev -, AC Hot-Chw Machy Space Coast Guard Drawing 378-FRAM-E 514-3, Rev -, AC Hot-Chw Machy L/M Coast Guard Drawing 378-FRAM-E 514-4, Rev -, Hot-Chw 3rd Dk & Below Coast Guard Drawing 378-FRAM-E 514-5, Rev -, AC Hot-Chw 3rd Dk L/M Coast Guard Drawing 378-FRAM-E 514-6, Rev -, AC Hot-Chw 2nd Dk Coast Guard Drawing 378-FRAM-E 514-7, Rev -, AC Hot-Chw 2nd Dk L/M Coast Guard Drawing 378-FRAM-E 514-8, Rev -, AC Hot-Chw Mn Dk Coast Guard Drawing 378-FRAM-E 514-9, Rev -, AC Hot-Chw Mn Dk Coast Guard Drawing 378-FRAM-E 514-10, Rev -, AC Hot-Chw 01 Lvl Coast Guard Drawing 378-FRAM-E 514-11, Rev -, AC Hot-Chw 01 Lvl L/M Coast Guard Drawing 378-FRAM-E 85-1, Rev -, Booklet of General Plans

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, Jan 2009, General Requirements

OTHER REFERENCES

MIL-STD-769, Oct 1990, Thermal Insulation Requirements for Machinery and Piping The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning

3. REQUIREMENTS

3.1 General.

3.1.1 CIR. The Contractor shall submit a CIR for the inspections listed in the following paragraph(s):

Not Applicable.

3.1.2 Technical Representative. Not applicable.

3.1.3 Protective measures.

3.1.3.1 The contractor will take all special protective measures required, including tarping and masking to ensure that paint chips and debris are not spread into other areas of the vessel.

3.1.4 Interferences. None

3.2 Visual Survey and Insulation Renewals.

3.2.1 Lagging and insulation on hot and chilled water lines will be renewed in the areas listed below:

TABLE X - TITLE

3.2.2 Visually inspect and record all piping and valve stencils and markings in areas where lagging is to be renewed. Survey the areas and confirm the amount of insulation to be renewed in each area.

3.3 Insulation Removal.

3.3.1 Remove insulation from the chilled water and hot water supply and return piping system in the designated work area(s) listed above. Dispose in accordance with local, state, and federal laws and regulations.

3.3.2 The total amount of insulation to be renewed is listed in the referenced CG drawings.

3.4 Chilled Water System Pressure Testing

While the lagging on the chilled water system is removed, the contractor will hydrostatically test the chilled water system and inspect the system for leakage. The cutter is aware that the contractor's work should not have affected the chilled water system but is using the opportunity of having the lagging removed to visually inspect the system in the affected areas for indications of leakage. Any leakage to be repaired will be subject to a contract modification.

3.4.1 Clearing Tags – As needed for testing, restore all affected systems and clear tags.

3.4.2 Test Performance – All acceptance tests shall be performed in the presence of the Coast Guard Inspector. Provide a written report to the Coast Guard Inspector of all test results within one week of test completion.

3.4.3 Tightness Test

3.4.3.1 With the aid of ship's force, operate the installed chilled water pumps. Visually inspect the entire chilled water system where lagging has been removed for indications of system leakage. Provide a CFR to the ship noting any leakage. Tightness testing will be performed by running the system at its highest normal operating pressure. No leakage shall be allowed after holding test pressure for a minimum of 10 minutes.

3.4.4 Operational Test – Verify proper operation of the components or systems affected by this work. During this testing, run the equipment through its full range of capabilities in all configurations and operating modes.

3.5 Surface Preparation

Note: The chilled water system piping is copper and will not require additional preservation prior to installing the new lagging.

3.6 Installation – Install new insulation in place of the removed insulation. Install the new insulation in accordance with referenced CG Drawings. Glue the insulation all around the affected piping, not just along the seams to prevent sweating.

3.7 Insulation Preservation

3.7.1 Prepare and coat all new insulation material in accordance with COMDTINST M10360.3. Final topcoat shall match original existing color.

3.7.2 Restore all piping stencils as original.

3.8 Lagging Repair Acceptace

3.8.1 After completion of lagging repairs and renewal, walk the spaces where lagging was repaired or renewed in conjunction with the Coast Guard Inspect and verify that all lagging was renewed, that lagging has been properly recoated, and that all stencils have been restored.

3.9 Compartment Restoration

3.9.1 Restore all affected work areas to a clean condition.

4. NOTES

This section is not applicable to this work item.

S10_024_63500_PFG_1210_716

WORK ITEM D-03: BOSN WORKSHOP HULL INSULATION RENEWAL

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to remove and renew an 8’ x 8’ section of Hull insulation located in the Boatswain’s Workshop.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation For Compartments Installation Details Coast Guard Drawing 378-FRAM-E 635-3, Rev -, Det of Insulation

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General Requirements

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Technical Representative.

Not applicable.

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

3.1.4 Interferences.

None.

3.2 New installation. The Contractor shall renew existing insulation material, as shown on Coast Guard Drawing 378-FRAM-E 635-3. Coat the newly installed insulation, using the system specified for “Insulation Surfaces, Fiberglass Sheet/Closed Cell PVC Foam” in COMDTINST M10360.3, Appendix B (Cutter and Boat Interior Painting Systems).

4. This section is not applicable to this work item.

S10_052_50800_PFG_1210_716

WORK ITEM D-04: A/C SUPPLY PIPING INSULATION RENEWAL

1. SCOPE

1.1 Intent. This work item describes the requirements for the contractor to renew a total of approximately 100 lineal feet of 1 ½” and 2 ½” A/C Supply pipe insulation.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

NAVSEA Dwg 804-5959214, Insulation, Piping

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General Requirements

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Technical Representative.

Not applicable.

3.1.3 Protective measures.

Not applicable.

3.1.4 Interferences.

None.

3.2 Insulation identification and removal. Prior to start of work, the contractor and authorized Coast Guard personnel shall mark and identify approximately 100 lineal feet of 1 ½” and 2 ½” A/C supply pipe insulation to be removed and renewed by the contractor located in the JP-5 Pump Room.

3.2.1 New insulation installation. The Contractor shall provide and install approximately 100 lineal total feet of new 1 ½” and 2 ½” insulation material over the exposed pipe surfaces, including associated pipe hangers, valves, fittings, and flanges, in accordance with details in NAVSEA Drawing 804-5959214; select appropriate insulation materials and thicknesses for the application and temperature ranges specified in ASTM F683, Tables S1.1 and 5. Paint the newly installed insulation system, in accordance with COMDTINST M10360.3, using the system specified for “Insulation Surfaces, Fiberglass Sheet/Closed Cell PVC Foam” in Appendix B (Cutter and Boat Interior Paint Systems).

S10_044_50800_PFG_1210_716

WORK ITEM D-05: ASW PIPING INSULATION RENEWAL

1. SCOPE

1.1 Intent. This work item describes the requirements for the contractor to renew approximately 10 lineal feet of 3” and 4 ” Air Start Air Compressor ASW pipe insulation.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

None.

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General Requirements

OTHER REFERENCES

ASTM International (ASTM) F683, 2008, Standard Practice for Selection and Application of Thermal Insulation for Piping and Machinery NAVSEA Dwg 804-5959214, Insulation, Piping

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Technical Representative.

Not applicable.

3.1.3 Protective measures.

Not applicable.

3.1.4 Interferences.

None.

3.2 Insulation identification and removal. Prior to start of work, the contractor and authorized Coast Guard personnel shall mark and identify approximately 10 lineal feet of 3” and 4 ” Air Start Air Compressor ASW pipe insulation to be removed and renewed by the contractor. Visually inspect pipe for leaks and submit CFR for repairs.

3.2.1 New insulation installation. The Contractor shall renew approximately 10 lineal total feet of new 3” and 4” insulation material over the exposed pipe surfaces, including associated pipe hangers, valves, fittings, and flanges, in accordance with details in NAVSEA Drawing 804-5959214; select appropriate insulation materials and thicknesses for the application and temperature ranges specified in ASTM F683, Tables S1.1 and 5. Paint the newly installed insulation system, in accordance with COMDTINST M10360.3, using the system specified for “Insulation Surfaces, Fiberglass Sheet/Closed Cell PVC Foam” in Appendix B (Cutter and Boat Interior Paint Systems).

Snn-nnn_63500_JAH_1210_378E_716

WORK ITEM D-06: CAPTAINS CABIN OVERHEAD REPAIRS1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to remove the overhead drop panels in the CO’s cabin, inspect and renew the insulation and renew…