SHERMAN_DS_FY12_Rev_2

USCGC SHERMAN (WHEC-378W) DOCKSIDE AVAILABILITY 2011

USCGC SHERMAN (WHEC 720)

378 FOOT W HIGH ENDURANCE CUTTER

SPECIFICATION FOR DOCKSIDE REPAIRS

Developed By: LTJG Jennifer Rest (Rev-2, 13 October 2011)

TABLE OF CONTENTS

iiiRevisions Record ivConsolidated List of References viiConsolidated List of Government-furnished Property

1Consolidated List of Critical Inspection Items

2Principal Characteristics

14WORK ITEM D-01: Temporary Services, Provide

16WORK ITEM D-02: Circuit Breakers (60 Hz) Inspect & Test

21WORK ITEM D-03: Circuit Breakers (400 Hz) Inspect & Test

24WORK ITEM D-04: Commissary Hoist (Gen) Level 2 Inspect & Repair

29WORK ITEM D-05: Warping Capstan (Gen) Level 2 Inspect & Repair

33WORK ITEM D-06: Compressed Air Receivers, Clean, Inspect, & Test

36WORK ITEM D-07: Potable Water Pneumatic Tanks, Clean & Inspect

39WORK ITEM D-08: Potable Water Pneumatic Tank Relief Valve Renew

42WORK ITEM D-09: Tank (Fresh Water), Clean and Inspect

45WORK ITEM D-10: TANKS (MP FUEL SERVICE AND STOWAGE), CLEAN

48WORK ITEM D-11: Tanks (Lube Oil, Dirty Oil and Waste), Clean and Inspect

50WORK ITEM D-12: Grey Water Holding Tanks, Clean & Inspect

53WORK ITEM D-13: Sewage Tanks, Clean & Inspect

56WORK ITEM D-14: Sewage PIPING CLEAN AND INSPECT

63WORK ITEM D-15: Turbid Water Overboard Piping Renew

68WORK ITEM D-16: Vent Ducts (Engine Room All), Commercial Cleaning

70WORK ITEM D-17: Vent Ducting Renewal, Engine Room

74WORK ITEM D-18: Fan Plenum Preservation

79WORK ITEM D-19: Fan Room 01-97-1-Q Preservation

84WORK ITEM D-20: Fan Room 2-32-1-Q Duct Renewal and Preservation

89WORK ITEM D-21: Laundry Room WASHER FOUNDATION PRESERVATIOn

91WORK ITEM D-22: Fan Room 3-96-2-Q Deck Preservation

93WORK ITEM D-23: Auxiliary Machinery Room No. 1 Deck Preservation

95WORK ITEM D-24: Auxiliary Machine Shop Deck Preservation

97WORK ITEM D-25: Water Tight Hatch Repair

101WORK ITEM D-26: MAIN CARGO HATCH RENEWAL

105WORK ITEM D-27: Metal Joiner Door Renew

108Work Item D-28: Air Port Repairs

112WORK ITEM D-29: Expansion Joint Renewal

116WORK ITEM D-30: STEERING GEAR RAMS, REPAIR

119WORK ITEM D-31: BREAKERS (DEGAUSSING) INSPECT AND TEST

122WORK ITEM O-32: DECK PLATING RENEWAL AC FLAT AND AUXILIARY MACHINERY SHOP

126WORK ITEM O-33: SEWAGE PIPING REPAIRS VARIOUS AREAS

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-W 320-60, Rev A, As Build Electrical One Line Diagram

Coast Guard Drawing 378-FRAM-W 431-1, Rev J, Main IC Switchboard Type I

Coast Guard Drawing 378-FRAM-W 431-2, Rev D, Local I.C. Switchboard Type II

Coast Guard Drawing 378-FRAM- W 572-2, Rev -; Commissary Hoist Control System Wiring Diagram

Coast Guard Drawing 378-FRAM- W 572-3, Rev -; Commissary Hoist Arrangement & Details

Coast Guard Drawing 378-FRAM- W 572-4, Rev -; Outline Commissary Hoist

Coast Guard Drawing 378-FRAM-572-5, Rev -; Section & Assembly Commissary Hoist

Coast Guard Drawing 378-FRAM-572-6, Rev -; Mech Bill of Material List for Commissary Hoist

Coast Guard Drawing 378 FRAM-W 551-001, Rev K, LP Service Compressed Air System

Coast Guard Drawing 378 FRAM-W 551-014, Rev -, Ship Service Air Receiver

Coast Guard Drawing 378 FRAM-W 533-001, Rev F, Potable and Freshwater Service System Diagram

Coast Guard Drawing 378 FRAM-W 533-002, Rev H, Potable Water System in Machinery Space

Coast Guard Drawing 378 FRAM-W 801-001, Rev G, Booklet of General Plans

Coast Guard Drawing 378 FRAM-W 593-001, Rev C; Diagram Sewage & Transfer

Coast Guard Drawing 378-FRAM-W 528-7, Rev -, Plumbing & Int Dk Drns Aft FR 256 Mn Dk & Blw A&D

Coast Guard Drawing 378 FRAM-W 512-001, Rev L, HVAC Line Diagram

Coast Guard Drawing 378 FRAM-W 512-010, Rev F, HVAC Install & Construction Dets

Coast Guard Drawing 378-FRAM-W 508-1, Rev -, Insulation Schedule

Coast Guard Drawing 378-FRAM-W 635-1, Rev -, Insulation a&D

Coast Guard Drawing 378-FRAM-W 512-16, Rev -, HVAC a&D Frame 72-120 Above Main Deck

Coast Guard Drawing 378-FRAM-W 512-11, Rev -, HVAC a&D Forward Frame 72

Coast Guard Drawing 378-FRAM-W 132-1, Rev -, 2nd Deck Plating & Framing Forward

Coast Guard Drawing 378-FRAM-W 655-1, Rev -, Laundry Arrangement

Coast Guard Drawing 378-FRAM-W 133-1, Rev -, 3rd Deck Plating & Framing Forward

Coast Guard Drawing 378-FRAM-W 167-2, Rev -, List of Hatches, Scuttles & Accesses

Coast Guard Drawing 378-FRAM-W 167-6, Rev -, 36 X 36 Rwt Hatch with 18 Dia. Scuttle

Coast Guard Drawing 378-FRAM-W 167-28, Rev -, Cargo Hatches & Details

Coast Guard Drawing 378-FRAM-W 621-1, Rev -, Metal Joiner Plate Bulkheads 2nd & 3rd Decks

Coast Guard Drawing 378-FRAM-W 624-1, Rev -, Joiner Doors

Coast Guard Drawing 378-FRAM-W 640-3, Rev -, Joiner Arrangement 2nd Deck Fwd. FR 192

Coast Guard Drawing 378-FRAM-E 151-3, Rev E, Exp Jt A&D

Coast Guard Drawing 378-FRAM-W 122-4, Rev -, Transverse Bulkheads 192, 202-1/2 & 256

Coast Guard Drawing 378-FRAM-W 475-3, Rev -, Degaussing System Isometric Wiring Diagram

Coast Guard Drawing 378-FRAM-W 475-4, Rev -, Degaussing System Isometric Wiring Diagram

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), Jan 2009, Provide Temporary Services Coast Guard Technical Publication (TP) 3266, Manufacturers Instruction Book, SWBS Group(s) 324-421

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

CG Tech Pub 3280A; Manufacturers Instruction Book, SWBS Group(s) 572-582

COMDTINST M10360.3, Rev C, 6/9/2006; Coatings and Colors Manual The Society for Protective Coatings SSPC-SP 10/NACE No.2, Rev -, 11/1/2004; Near-White Blast Cleaning 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

CG Tech Pub 3280A; Manufacturers Instruction Book, SWBS Group(s) 572-582

Naval Ships' Technical Manual, Chapter 572, Shipboard Stores and Provision Handling, 11/13/98

MIL-DTL-23549, Rev Rev D, Not 1, 2/20/2007; Grease, General Purpose

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), Jan 2009, Inspect, Repair, And Test Auxiliary Machine Systems CG Tech Pub 3280A; Manufacturers Instruction Book, SWBS Group(s) 572-582

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes Coast Guard Commandant Instruction (COMDTINST) M6240.5, 10/10/1999; Water Supply and Waste Water Disposal Manual

Coast Guard Technical Publication (TP) 3281B, Manufacturer's Instruction Book, SWBS Group(s) 593

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), Jan 2009, Install New Deck Covering Systems

Coast Guard Technical Publication (TP) 3278B, May 1997, Manufacturer’s Instruction Book, SWBS Group(s) 561, S.O.R. Link Type Steering Gear (Jered)

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

MIL-C-16173, Rev E; Corrosion Preventive Compound, Solvent Cutback, Cold Application, 1/6/93

MIL-C-81309, Rev E; Corrosion Preventive Compounds, Water Displacing, Ultra-Thin Film, 11/26/97

DOD-G-24508, Rev A(4); Grease, High Performance, Multi-Purpose, 9/23/98

MIL-PRF-2105, Rev E; Lubricating Oil, Gear, Multipurpose (Metric), 8/22/95

Naval Ships' Technical Manual, Chapter 572, Shipboard Stores and Provision Handling, 11/13/98

MIL-DTL-23549, Rev Rev D, Not 1, 2/20/2007; Grease, General Purpose MIL-C-16173, Rev E; Corrosion Preventive Compound, Solvent Cutback, Cold Application, 1/6/93

MIL-C-81309, Rev E; Corrosion Preventive Compounds, Water Displacing, Ultra-Thin Film, 11/26/97

DOD-G-24508, Rev A(4); Grease, High Performance, Multi-Purpose, 9/23/98

ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets

American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2002, Disinfection of Water-Storage Facilities

MIL-PRF-1149D, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness, 6/10/1998 Federal Specification (Fed Spec) QQ-N-281, Oct 1985, Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets

ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets

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 505, Dec 2006, Piping Systems

Naval Ship's Technical Manual (NSTM) Chapter 593, Sep 1999, Pollution Control

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-69, 2003, Pipe Hangers and Supports - Selection and Application

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-89, 2003, Pipe Hangers and Supports - Fabrication and Installation Practices

American Welding Society (AWS) D1.1, 2008, Structural Welding Code - Steel

American Society for Testing and Materials (ASTM) D2000-06a, 1/1/2006; Standard Classification System for Rubber Products in Automotive Applications

NSTM S9086-VH-STM-010/CH-635R2, Naval Ships' Technical Manual, Chapter 635, Thermal, Fire and Acoustic Insulation, 2

Naval Ships’ Technical Manual (NSTM), Chapter 504, Dec 2001, Pressure, Temperature and other Mechanical and Electrical Measuring Instruments

DOD-STD-2182, Rev -; Engineering Chromium Plating (Electrodeposited) For Repair of Shafting, 1/29/85

Naval Sea Systems Command (NAVSEA) 0900-LP-001-7000, Jan 1981, Fabrication and Inspection of Brazed Piping Systems

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.

($/UNIT)

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 Commissary Hoist (Gen) Level 2 Inspect & Repair TANK (FRESH WATER), CLEAN AND INSPECt

TANKS (MP FUEL SERVICE AND STOWAGE), CLEAN

TANKS (LUBE OIL, DIRTY OIL and waste), clean and inspect

STEERING GEAR RAMS, REPAIR

PC_378W_WHEC_720_1109

Principal Characteristics

378W WHEC (SHERMAN)

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_1110_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:

· Coast Guard will provide portable fire extinguishers for Coast Guard fire watch personnel. All hot work will be performed between th hours of 0800-1600, Monday through Friday, limited to six Coast Guard fire watch personnel. Permission and concurrence from the Engineer Officer is mandatory for any hot work that must be performed outside of those hours.

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 does NOT provide the facility’s EPA Generator Identification (ID) Number for manifesting of hazardous wastes. It is contractor’s responsibility to properly remove contractor generated waste.

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.

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: USCGC SHERMAN Hull Number: 720 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: USCGC SHERMAN Hull Number: 720 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: USCGC SHERMAN Hull Number: 720 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: USCGC SHERMAN Hull Number: 720 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: USCGC SHERMAN Hull Number: 720 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: USCGC SHERMAN Hull Number: 720 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: _________

86350_LNM_0810_FLT

WORK ITEM D-01: Temporary Services, Provide

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to provide temporary logistics.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings None.

Coast Guard Publications Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), Jan 2009, Provide Temporary Services Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General Requirements

Other References None.

3. REQUIREMENTS

3.1 General. The Contractor shall provide the below listed temporary logistics, in accordance with SFLC Std Spec 8635.

TABLE I - Service Selection

Provide within 50 ft of brow Provide 4 male showers, 4 male heads, 2 female showers, 2 female heads.

Y

*Each sub-paragraph number relates directly to the identical sub-paragraph number in SFLC Std Spec 8635.

TABLE 2 - Harzadous waste disposal

(lbs) Empty Containers (previously housed hazardous materials)

3.2 Extended temporary services. If the performance period of the contract is extended by the KO, the contractor shall continue to provide all temporary services as specified herein for the extension period.

4. NOTES

This section is not applicable to this work item.

32123_JSP_0309_378W

WORK ITEM D-02: Circuit Breakers (60 Hz) Inspect & 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-W 320-60, Rev A, As Build Electrical One Line Diagram

Coast Guard Publications

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

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 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:

· 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

SEQUENCE OF TESTING

NOTE: THE CONTRACTOR SHALL COORDINATE WITH SHIP ENGINEER OFFICER AND HAVE APPROVED PLAN TO TEST 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:

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

· AQB-A600 – Bow Prop

· 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 its 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.)

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

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

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

· Perform shop work and testing on removed circuit breakers.

· Secure all shore power and generators.

· Reinstall all removed circuit breakers except:

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

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

REMOVE:

· ACB-902R – Starboard Bus Tie and Port Bus Tie

· 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 its 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 spares are not used.) (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.)

· AQB-A250 – All on 1S Switchboard

· AQB-A101LF – All on 1S Switchboard

INSTALL

· Install SSDG circuit breakers in starboard and port bus tie positions.

· 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).

· Perform shop work and testing on removed circuit breakers.

· Secure all shore power and generators.

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

REMOVE

· 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

· Reinstall all removed circuit breakers in their original locations except:

· AQB-A250

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

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

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

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

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

TEMPORARILY INSTALL RETAINED 1S SWITCHBOARD CIRCUIT BREAKERS AS FOLLOWS:

· AQB-A250

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

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

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

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

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

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

· Perform shop work and testing on removed circuit breakers.

· Secure all shore power and generators

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

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

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

43111_JSP_0309_378W

WORK ITEM D-03: Circuit Breakers (400 Hz) Inspect & 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-W 431-1, Rev J, Main IC Switchboard Type I

Coast Guard Drawing 378-FRAM-W 431-2, Rev D, Local I.C. Switchboard Type II Coast Guard Publications

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

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.