270 DS IDIQ SPEC R4 111910 Issued.pdf

WMEC 270 “A&B CLASS" MEDIUM ENDURANCE CUTTERS

SPECIFICATION FOR ROUTINE DOCKSIDE REPAIRS

(Rev-4, 19 November 2010) ii (Rev-4)

TABLE OF CONTENTS

Revisions Record ....................................................................................................................................... iv Consolidated List of References ................................................................................................................ vi Consolidated List of Government-furnished Property .............................................................................. xii Consolidated List of Critical Inspection Items ........................................................................................ xiv Principal Characteristics ........................................................................................................................... xv General Requirements WORK ITEM 1: Hull and Structural Plating – ¼” to ½” Aluminum Plate, Renew WORK ITEM 2: Hull and Structural Plating – ¼” to ½” Steel Plate, Renew WORK ITEM 3: Chain Lockers, Inspect WORK ITEM 4: Sea Water Piping, Renew WORK ITEM 5: Main Diesel Engine (MDE) Exhaust Stack Uptakes, Clean WORK ITEM 6: Ship Service Diesel Generator (SSDG) Exhaust Piping, Clean WORK ITEM 7: Vent Ducts (Engine Room), Commercial Cleaning WORK ITEM 8: Vent Ducts (Galley and Pantry Room - All), Commercial Cleaning WORK ITEM 9: Vent Ducts (Laundry Exhaust), Commercial Cleaning WORK ITEM 10: Chill Water Piping, Renew WORK ITEM 11: Feed/Jacket Water Piping, Renew WORK ITEM 12: Potable Water Piping, Renew WORK ITEM 13: Potable Water Pneumatic Tank, Clean and Inspect WORK ITEM 14: Fuel Piping, Renew WORK ITEM 15: Fin Stabilizers, General Maintenance WORK ITEM 16: Commissary Hoist Assembly, Perform Level 2 Maintenance WORK ITEM 17: Anchor Windlass Assembly, Perform Level 2 Maintenance WORK ITEM 18: Warping Capstan, Perform Level 2 Maintenance WORK ITEM 19: Articulating Crane, Hydraulic, Perform Level 2 Maintenance WORK ITEM 20: Helo Talon Grid, Inspect and Test WORK ITEM 21: Grey Water Holding Tanks, Clean and Inspect WORK ITEM 22: Sewage Collection and Holding Tanks, Clean and Inspect WORK ITEM 23: Work Item Deleted WORK ITEM 24: Grey Water Piping, Clean and Flush WORK ITEM 25: Sewage Piping, Renew WORK ITEM 26: Sewage Piping, Clean and Flush WORK ITEM 27: Tanks (Ballast), Preserve “100%” WORK ITEM 28: Tank (Dirty Oil and Waste), Preserve “100%” WORK ITEM 29: Tanks (Potable Water), Preserve “100%” WORK ITEM 30: Tanks (Sewage and Vacuum Collection), Preserve “100%” WORK ITEM 31: Tanks (Grey Water Holding), Preserve “100% WORK ITEM 32: Watertight Doors and Scuttles (Internal DC Deck and Below), Renew WORK ITEM 33: Watertight Doors and Scuttles (External), Renew WORK ITEM 34: Piping Insulation, Renew WORK ITEM 35: Compressed Air Receivers, Clean, Inspect, and Test WORK ITEM 36: Tanks (Ballast), Preserve, “Partial” iii (Rev-4)

WORK ITEM 37: Tank (Dirty Oil and Waste), Preserve, “Partial” WORK ITEM 38: Tanks (Potable Water), Preserve “Partial” WORK ITEM 39: Tanks (Sewage Holding), Preserve, “Partial” WORK ITEM 40: Tanks (Grey Water Holding), Preserve, “Partial” WORK ITEM 41: Tanks (Ballast), Clean and Inspect WORK ITEM 42: Tanks (Dirty Oil and Waste), Clean and Inspect WORK ITEM 43: Tanks (Lube Oil), Clean and Inspect WORK ITEM 44: Tanks (MP Fuel Service), Clean and Inspect WORK ITEM 45: Tanks (MP Fuel Stowage and Overflow), Clean and Inspect WORK ITEM 46: Tanks (MP Fuel), Preserve “100%” WORK ITEM 47: Tanks (Hydraulic Oil), Clean and Inspect WORK ITEM 48: Tanks (Aviation Fuel Service), Clean and Inspect WORK ITEM 49: Tanks (Aviation Fuel Service), Preserve “100%” WORK ITEM 50: Tanks (Aviation Fuel Stowage and Overflow), Clean and Inspect WORK ITEM 51: Tanks (Aviation Fuel Stowage and Overflow), Preserve “100%” WORK ITEM 52: Insulation, Ventilation Ducting, Renew WORK ITEM 53: Insulation, Bulkhead / Overhead, Renew WORK ITEM 54: Insulation, MDE Exhaust Blankets, Fabricate and Install iv (Rev-4)

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

DATE REV# WORK

ITEM#

CHANGES MADE

09/24/2010 2 1 Par. 3.1 – changed “piping” to “plating”. Par. 3.2 changed “aluminum” to “steel”.

2 Par. 3.1 – changed “piping” to “plating”. Par. 3.2 changed “aluminum” to “steel”.

5 Par. 3.4.4.2 – added “and mufflers” .

6 Par. 3.4.4.2 – added “and mufflers” .

Modified drawing references. Par. 3.3 deleted “barge” from table.

Added “Engine Room Supply” to table. Deleted “Motor Room” from title.

8 Par. 3.3 deleted items not included in scope of “Galley and Pantry Room”.

9 Par. 3.3 deleted items not included in scope of “Laundry Exhaust”.

15 Changed ref. SFLC Std Spec 3010 to SFLC Std Spec 3020.

16 Specified Level 2 Maintenance in Title. Deleted all sections for Level 3 Maintenance as applicable.

17 Specified Level 2 Maintenance in Title. Deleted all sections for Level 3 Maintenance as applicable.

18 Specified Level 2 Maintenance in Title. Deleted all sections for Level 3 Maintenance as applicable.

19 Specified Level 2 Maintenance in Title. Deleted all sections for Level 3 Maintenance as applicable.

22 Revised Work Item title. Content of work item remains unchanged from Rev-1.

23 Work item deleted.

32 Changed “enclosure(s)” to doors and/or scuttles as applicable for clarity.

33 Changed “enclosure(s)” to doors and/or scuttles as applicable for clarity.

11/04/2010 3 16 Changed verbiage in Section 3 (in Level 1 and Level 2 maintenance tables) from overhaul to disassemble.

17 Changed verbiage in Section 3 (in Level 1 and Level 2 maintenance tables) from overhaul to disassemble.

18 Changed verbiage in Section 3 (in Level 1 and Level 2 maintenance tables) from overhaul to disassemble.

19 Changed verbiage in Section 3 (in Level 1 and Level 2 maintenance tables) from overhaul to disassemble.

34 Changed paragraph note 3.3.3 to 3.2.3 and added (Jacket water only).

Changed paragraph note 3.3.4 to 3.2.3 and added (LP side only).

General Requirements

Added paragraph 3.2 to address Interferences. Added paragraph 3.5 to address Marine Chemist services required. Renumbered all paragraphs accordingly.

41-54 Added work items 11/19/2010 4 General Modified paragraph 3.2 for clarification.

v (Rev-4)

Requirements 4 Deleted piping diameter from paragraph 3.2.

10-12 Deleted piping diameter from paragraph 3.2.

14 Deleted piping diameter from paragraph 3.3.

25 Deleted piping diameter from paragraph 3.2.

27 Modified verbiage in paragraph 1.1 (Intent) to specify “one or more of the following tanks”

36 Modified verbiage in paragraph 1.1 (Intent) to specify “one or more of the following tanks”

37 Modified verbiage in paragraph 1.1 (Intent) to specify “one or more of the following tanks”

45-46 Tank 4-26-1-F listed twice in previous version. Revised to 4-26-2-F.

52 Added Coast Guard drawings to reference section and paragraph 3.2.4

Added Coast Guard Drawings to reference section and paragraph 3.4.

Deleted “Materials shall be the same type as those removed” from paragraph 3.4.

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.

vi (Rev-4)

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 FL-588-001, Rev C, Talon Grid Support Skirt Replacement Coast Guard Drawing FL-8301-002, Rev A, Talon Helo Landing Grid Stanchion Bolt with Locknut Coast Guard Drawing 901 WMEC 113-001, Rev E, Tank Top Plating and Framing Fwd FR 101 Coast Guard Drawing 901 WMEC 113-002, Rev A, Tank Top Plating and Framing Aft 182 Coast Guard Drawing 901 WMEC 113-003, Rev G, Tank Top Plating and Framing FR 101-182 Coast Guard Drawing 901 WMEC 116-001, Rev D, CVK Fwd 101 and Girder Longitudinal 2 Coast Guard Drawing 901 WMEC 116-002, Rev B, CVK Aft 182 Coast Guard Drawing 901 WMEC 116-003, Rev E, CVK Girder L-2 and L-4 Frame 101-182 Coast Guard Drawing 901 WMEC 121-001, Rev D, Longitudinal Tank Bulkheads, Aft 182 Coast Guard Drawing 901 WMEC 122-001, Rev H, Transverse BHDS 12 and 26 Coast Guard Drawing 901 WMEC 122-002, Rev G, Transverse BHDS 47, 78, 82 Coast Guard Drawing 901 WMEC 122-003, Rev G, Transverse BHDS 103-117 Coast Guard Drawing 901 WMEC 122-004, Rev F, Transverse BHDS 165, 169, 151.6 Coast Guard Drawing 901 WMEC 122-005, Rev F, Transverse BHDS 186 and 190 Coast Guard Drawing 901 WMEC 122-006, Rev F, Transverse BHDS 196, 207, 228 and 242 Coast Guard Drawing 901 WMEC 123-002, Rev D, Chain Locker Bulkheads and Details Coast Guard Drawing 901 WMEC 116-001, Rev D, CVK Fwd 101 and Girder Longitudinal 2 Coast Guard Drawing 901 WMEC 162-001, Rev I, Stacks Coast Guard Drawing 901 WMEC 186-003, Rev -, Talon Grid Foundations and Structural Mod 01 Level Coast Guard Drawing 901 WMEC 233-5, Rev Z, Piping Schematic Fuel Oil System Diagram Coast Guard Drawing 901 WMEC 259-001, Rev G, Diesel Exhaust, Sheet 1 http://www.assistdocs.com/search/search_basic.cfm� http://www.uscg.mil/directives/default.asp� http://www.gpoaccess.gov/� http://www.awspubs.com/index.php� http://www.techstreet.com/� http://www.nfpa.org/� http://shopping.netsuite.com/sspcmarketplace� vii (Rev-4)

Coast Guard Drawing 901 WMEC 259-002, Rev K, Diesel Exhaust, Arrangement Coast Guard Drawing 901 WMEC 505-007, Rev F, Piping System Cleaning and Flushing Procedures Coast Guard Drawing 901 WMEC 508-001, Rev D, Piping and Machinery Insulation Schedule Coast Guard Drawing 901 WMEC 512-009, Rev E, Vent, 01 Level and Above, Frame 103-140, Arrangement and Details Coast Guard Drawing 901 WMEC 514-001, Rev K, HVAC System Diagram Coast Guard Drawing 901 WMEC 514-005, Rev J, HVAC Fan Rooms, Main Deck Arrangement and

Details Coast Guard Drawing 901 WMEC 529-1, Rev N, Ballasting & Emergency Bilge Drainage System

Diagram Coast Guard Drawing 901 WMEC 533-001, Rev G, Feedwater System Diagram Coast Guard Drawing 901 WMEC 533-002, Rev J, Feedwater System A&D Coast Guard Drawing 901 WMEC 533-003, Rev M, Potable Water Brominator System Diagram Coast Guard Drawing 901 WMEC 533-005, Rev H, H&C Potable Water System Main Deck - A & D Coast Guard Drawing 901 WMEC 533-006, Rev H, H&C Potable Water System 01 Level & Above - A

& D Coast Guard Drawing 901 WMEC 533-007, Rev J, H&C Potable Water Below Main Deck Coast Guard Drawing 901 WMEC 551-001, Rev N, Compressed Air System Diagram Coast Guard Drawing 901 WMEC 551-003, Rev H, Compressed Air Oms – A & D Coast Guard Drawing 901 WMEC 551-007, Rev B, Air Receivers Instal & Arr Coast Guard Drawing 901 WMEC 551-010, Rev -, Air Compressor Relocation Coast Guard Drawing 901 WMEC 551-011, Rev -, Air Compressor Relocation Mchry Sp Arr Mod Coast Guard Drawing 901 WMEC 565-004, Rev F, Fin Stabilizer Hydraulic Piping Diagram Coast Guard Drawing 901 WMEC 565-007, Rev H, Fin Stabilizer Variable Assembly Coast Guard Drawing 901 WMEC 572-001, Rev G, Service Hoist, Installation A&D Coast Guard Drawing 901 WMEC 581-001, Rev G, Anchor Handling, Arrangements & Details Coast Guard Drawing 901WMEC 581-002, Rev C, Hawse and Chain Pipes Coast Guard Drawing 901 WMEC 582-002, Rev D, Capstan, Arrangement & Details Coast Guard Drawing 901 WMEC 583-006, Rev H, Articulating Crane Installation and Assembly Coast Guard Drawing 901 WMEC 583-007, Rev G, Articulating Crane Hydraulic System Diagram Coast Guard Drawing 901 WMEC 583-008, Rev E, Articulating Crane Hydraulic System A & D Coast Guard Drawing 901 WMEC 583-009, Rev -, Articulating Crane Model No. 3409- HMC Electrical

Schematic Coast Guard Drawing 901 WMEC 583-012, Rev G, Articulate Crane Hyd Pwr Unit Instl & Arr, Assy.

Coast Guard Drawing 901 WMEC 593-003, Rev G, Sewage Transfer System Diagram Coast Guard Drawing 901 WMEC 593-004, Rev H, Sewage Transfer System A&D Coast Guard Drawing 901 WMEC 593-005, Rev H, Sewage Vacuum System Diagram Coast Guard Drawing 901 WMEC 593-006, Rev J, Sewage Vacuum System Below Main Deck Coast Guard Drawing 901 WMEC 593-007, Rev F, Sewage Vacuum System, Main Deck and Above –

A&D Coast Guard Drawing 901 WMEC 634-002, Rev -, C & A, Paint, Deck Covering, and Insulation Mod

Helo Grid Install viii (Rev-4)

Coast Guard Drawing 901 WMEC 635-001, Rev. K, Hull Thermal and Acoustic Insulation Arrangement and Details

Coast Guard Drawing 905 WMEC 113-001, Rev C, Tank Top Plating and Framing Fwd FR 101 Coast Guard Drawing 905 WMEC 113-002, Rev A, Tank Top Plating and Framing Aft 182 Coast Guard Drawing 905 WMEC 113-003, Rev F, Tank Top Plating and Framing FR 101-182 Coast Guard Drawing 905 WMEC 116-001, Rev C, CVK Fwd 101 and Girder Longitudinal 2 Coast Guard Drawing 905 WMEC 116-002, Rev B, CVK Aft 182 Coast Guard Drawing 905 WMEC 116-003, Rev E, CVK Girder L-2 and L-4 Frame 101-182 Coast Guard Drawing 905 WMEC 162-001, Rev B, Stacks Coast Guard Drawing 905 WMEC 121-001, Rev B, Longitudinal Tank Bulkheads, Aft 182 Coast Guard Drawing 905 WMEC 122-001, Rev B, Transverse BHDS 12 and 26 Coast Guard Drawing 905 WMEC 122-002, Rev B, Transverse BHDS 47, 78, 82 Coast Guard Drawing 905 WMEC 122-003, Rev D, Transverse BHDS 103-117 Coast Guard Drawing 905 WMEC 122-004, Rev F, Transverse BHDS 165, 169, 151.6 Coast Guard Drawing 905 WMEC 122-005, Rev B, Transverse BHDS 186 and 190 Coast Guard Drawing 905 WMEC 122-006, Rev E, Transverse BHDS 196, 207, 228 and 242 Coast Guard Drawing 905 WMEC 186-003, Rev -, Talon Grid Foundations and Structural Modifications Coast Guard Drawing 905 WMEC 233-5, Rev A, Prop Diesel Fuel Oil Sys Diag Coast Guard Drawing 905 WMEC 259-001, Rev C, Diesel Exhaust, Sheet 1 Coast Guard Drawing 905 WMEC 259-002, Rev C, Diesel Exhaust, Arrangement Coast Guard Drawing 905 WMEC 123-002, Rev C, Chain Locker Bulkheads and Details Coast Guard Drawing 905 WMEC 233-5, Rev A, Prop Diesel Fuel Oil Sys Diag Coast Guard Drawing 905 WMEC 505-007, Rev J, Piping System Cleaning and Flushing Procedures Coast Guard Drawing 905 WMEC 508-001, Rev C, Piping and Machinery Insulation Schedule Coast Guard Drawing 905 WMEC 512-009, Rev C, Vent, 01 Level and Above, Frame 103-140, Arrangement and Details Coast Guard Drawing 905 WMEC 514-001, Rev F, HVAC System Diagram Coast Guard Drawing 905 WMEC 514-005, Rev C, HVAC Fan Rooms, Main Deck Arrangement and

Details Coast Guard Drawing 905 WMEC 529-1, Rev J, Ballasting & Emergency Bilge Drainage System

Diagram Coast Guard Drawing 905 WMEC 533-001, Rev D, Feedwater System Diagram Coast Guard Drawing 905 WMEC 533-002, Rev D, Feedwater System A&D Coast Guard Drawing 905 WMEC 533-003, Rev F, Potable Water Brominator System Diagram Coast Guard Drawing 905 WMEC 533-005, Rev B, H&C Potable Water System Main Deck - A & D Coast Guard Drawing 905 WMEC 533-006, Rev A, H&C Potable Water System 01 Level & Above - A

& D Coast Guard Drawing 905 WMEC 533-007, Rev A, H&C Potable Water Below Main Deck-OMS Coast Guard Drawing 905 WMEC 551-001, Rev G, Compressed Air Sys Diag Coast Guard Drawing 905 WMEC 551-003, Rev B, Compressed Air Oms – A & D Coast Guard Drawing 905 WMEC 551-007, Rev A, Air Receivers Instal & Arr Coast Guard Drawing 905 WMEC 565-004, Rev C, Fin Stabilizer Hydraulic Piping Diagram ix (Rev-4)

Coast Guard Drawing 905 WMEC 565-007, Rev H, Fin Stabilizer Machinery Assembly Coast Guard Drawing 905 WMEC 572-001, Rev E, Service Hoist, Installation A&D Coast Guard Drawing 905 WMEC 581-001, Rev D, Anchor Handling, Arrangements & Details Coast Guard Drawing 905 WMEC 581-002, Rev B, Hawse and Chain Pipes Coast Guard Drawing 905 WMEC 582-002, Rev B, Capstan, Arrangement & Details Coast Guard Drawing 905 WMEC 583-006, Rev C, Articulating Crane A & D Coast Guard Drawing 905 WMEC 583-007, Rev D, Articulating Crane Hydraulic System Diagram Coast Guard Drawing 905 WMEC 583-008, Rev B, Articulating Crane Hydraulic System A & D Coast Guard Drawing 905 WMEC 583-009, Rev B, Articulating Crane – Power Unit Electrical and

Hydraulic Block Diagram Coast Guard Drawing 905 WMEC 583-012, Rev A, Articulate Crane Hyd Pwr Unit Instl & Arr, Assy, and Lube Diag Coast Guard Drawing 905 WMEC 634-002, Rev -, C & A, Paint, Deck Covering, and Insulation Mod

Talon Grid Coast Guard Drawing 905 WMEC 593-001, Rev C, Vacuum Flush Collection System Electrical

Schematic Diagram Coast Guard Drawing 905 WMEC 593-002, Rev A, Vacuum Sewage System Comp Installation A&D Coast Guard Drawing 905 WMEC 593-003, Rev D, Sewage Transfer System Diagram Coast Guard Drawing 905 WMEC 593-004, Rev D, Sewage Transfer System A&D Coast Guard Drawing 905 WMEC 593-005, Rev B, Sewage Vacuum System Diagram Coast Guard Drawing 905 WMEC 593-006, Rev F, Sewage Vacuum System Below Main Deck Coast Guard Drawing 905 WMEC 593-007, Rev D, Sewage Vacuum System, Main Deck and Above –

A&D Coast Guard Drawing 905 WMEC 635-001, Rev. F, Hull Thermal and Acoustic Insulation Arrangement and Details

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

Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), Jan 2009, Overhaul AC Electrical Motors

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), Jan 2009, Overhaul Electrical Rotating Machines

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), Jan 2009, Inspect, Repair, And Test Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), Jan 2009, Clean Shipboard Ventilation Systems

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), Jan 2009, Temporary Hull Accesses x (Rev-4)

Coast Guard Technical Publication (TP) 2721, Jan 1992, SWBS 572, Technical Manual for Commissary Hoist System, for 270’ WMEC (A-Class)

Coast Guard Technical Publication (TP) 2837, Feb 2007, SWBS 565, Fin Machinery and Hydraulics Subsystems WMEC 270 Class Ship

Coast Guard Technical Publication (TP) 2837, Feb 2007, Manufacturer’s Instruction Book, SWBS 582, Capstan Model X-1835

Coast Guard Technical Publication (TP) 2838, Dec 2007, Manufacturers' Instruction Book, Section 583 – D, Technical Manual for Iowa Tooling Co. Articulating Boat Crane

Coast Guard Technical Publication (TP) 3351, May 2008, Preventive Maintenance System Manual, 270’ WMEC Class Cutters, Sections A and B

Coast Guard Technical Publication (TP) 3368, Feb 2006, Technical Documentation Helicopter Land Grid

TYPE 18-22-01

OTHER REFERENCES

American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water System Components - Health Effects

American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and Welding End

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

ASTM International (ASTM) D5363, 2003, Standard Specification for Anaerobic Single Component Adhesives

ASTM International (ASTM) F683, 2003, Standard Practice for Selection and Application of Thermal Insulation for Piping and Machinery

ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) E797, 2005, Standard Practice for Measuring Thickness by Manual

Ultrasonic Pulse-Echo Contact Method Code of Federal Regulations (CFR) Title 29, Part 1915, Jul 2008, Occupational Safety and Health

Standards for Shipyard Employment 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

Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems Electric Boat Corporation (EB) Specification 4013, Feb 1999, Anti-Sweat and Refrigerant Insulation

(Sheets and Tubes) Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2003 Edition, Pressure Testing Of Steel Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2002 Edition, Butterfly Valves xi (Rev-4)

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 1999 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service

Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2008 Edition, Bronze Gate, Globe, Angle and Check Valves

MIL-DTL-24244, May 2000, Insulation Material, With Special Corrosion, Chloride, and Fluoride Requirements

MIL-I-16411, Nov 1988, Insulation Felt, Thermal, Glass Fiber MIL-PRF-16173, 2006, Corrosion Prevention Compound, Solvent Cutback, Cold-Application MIL-Y-1140, Sep 1985, Yarn, Cord, Sleeving, Cloth, And Tape- Glass NAVSEA Drawing 804-5773932, Rev A, Acoustic & Thermal Insulation for Ducts Installation Details NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and

Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets The Society for Protective Coatings (SSPC)/NACE International (NACE) 2004, Joint Surface Preparation

Standard SSPC-SP 10/NACE No.2, Near-White Blast Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal xii (Rev-4)

Consolidated List of Government-furnished Property The following is a list of property, which the Government will furnish. This list supersedes any other material obligations indicated or implied by referenced drawings.

WORK

ITEM

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

15 N Hydraulic Cylinder NSN: 3040-01-103-6565 4 ea. 4,426.57 15 Y Main Hydraulic Pump NSN: 4320-01-104-1135 2 ea. 15,782.81 15 Y **Tiller Pin NSN: 5315-01-419-1523 4 ea. 1,000.00 15 Y PBCB valve NSN: 4810-01-104-3347 2 ea. 3,817.13 18 N **Electric brake PN: DINGS 2-83075-28 1 ea. 900.00 18 N Oil Seal PN: Johns Manville 5148 LPD 1 ea. 45.00 18 N Thrust Bearing Assy PN: Timken 2-9380 Cones

2-9321 Cups Y1S9321 Spacer

1 assy. 325.00

18 N Spherical Roller Bearing PN: SKF 22214C 1 ea. 257.00 18 N **Worm Gear PN: Delaval DG 0249M 1 ea. 97.00 18 N Gasket PN: Delaval DH25M 1 ea. 42.00 18 N **Shim PN: ARTUS AFB-34 3/K23405, 3/K23407, 1/K23420 1 set 23.00

18 N **Tapered roller bearing PN: Timken 799 Cone, 792 Cup 1 ea. 67.00 18 N **Tapered roller bearing PN: Timken 795 Cone, 792 Cup 1 ea. 67.00 18 N **Grease fitting PN: Alemite 1961 1 ea. 29.00 18 N **Gearbox Breather PN: Killark KDB-1 1 ea. 125.00 18 N **Capstan head PN: Patt. No. 6242 w/o whelps 1 ea. 3,100.00 18 N **Locknut PN: ESNA 41NTE-164 1 ea. 3.00 18 N **Locknut PN: AN 15 1 ea. 3.00 18 N **Lock washer PN: W 15 1 ea. 2.00 18 N **Spacer PN: Delaval DH1231M2 1 ea. 78.00 18 Y **AC Magnetic

Controller PN: ACD-K851079A 1 ea. 2,800.00

19 N **Ausco Fail-Safe Brake PN: 76470 1 ea. 460.51

19 N **Planetary Gear Box PN: S3AA3355ZB 1 ea. 2,400.00 19 N **Top Ring Bearing PN: 1221A7 1 ea. 5,992.00 19 N Gear-bearing, turntable PN: 71056273 2 ea. 978.53

19 N Gear, pinion PN: 71056073 2 ea. 489.26 19 N Gear, intermediate PN: 71056274 2 ea. 478.48 19 N Gear, drive PN: 71056074 2 ea. 200.45 19 N Bushing, upper pinion gear PN: 60020124 2 ea. 217.52

19 N Bushing, lower pinion gear PN: 60020122 2 ea. 112.70 xiii (Rev-4)

19 N Bushing, upper drive gear PN: 60020120 2 ea. 55.57

19 N Bushing, lower drive gear PN: 60020121 2 ea. 58.60

19 N Bushing, mach PN: 72063039 2 ea. 2.17 19 N Washer, thrust PN: 60020123 2 ea. 45.29 19 N **Motor, hydraulic PN: 73051384 2 ea. 397.20 19 N **Brake, hydraulic PN: 71056088 2 ea. 1280.60 19 N **Slewing bearing PN: 51704746 1 ea. 8902.00 19 N **Reservoir heater PN: 71056088 2 ea. 1280.60 19 N **Motor hydraulic PN: 73051415 1 ea. 946.27 19 Y Pad, wear PN: 60030087 2 ea. 61.02 19 Y Pad, wear PN: 60030094 2 ea. 186.63 19 Y Pad, wear PN: 60030088 2 ea. 87.36 19 Y Pad, wear PN: 60030090 2 ea. 76.86 19 Y Pad, wear PN: 60030089 2 ea. 59.39 19 Y Pad, wear PN: 60030067 2 ea. 55.14 19 N Bushing PN: 60020202 2 ea. 319.65 19 N Bushing PN: 60020200 6 ea. 305.24 19 N Bushing PN: 60020201 2 ea. 216.00 20 N M16 Bolts NSN: 5305-01-393-1827 24 ea. 25.65 20 N M12 Bolts PN: MDD-204 12 ea. 33.75 20 N Jacking Bolt (5/8"

Thread 11 Length 8" Hex Bolt)

N/A 6 ea. 16.28

20 N **Talon Grid Stanchion Bolt Assembly, Including Locking Nut

NSN: 5340-01-481-3786 25 ea. 31.50

32 N Watertight Doors/Scuttles

Determined for each individual availability

TBD TBD

33 N Watertight Dorrs/Scuttles

Determined for each individual availability

TBD TBD

*Government-loaned property, which shall be returned to the vessel upon completion of the availability.

**New or refurbished equipment that the Government may provide for installation in place of existing equipment.

***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter xiv (Rev-4)

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 16 Commissary Hoist Assembly, Perform Maintenance On 17 Anchor Windlass Assembly , Perform Level 3 Maintenance 18 Warping Capstan, Perform Level 3 Maintenance 19 Articulating Crane, Hydraulic, Perform Level 3 Maintenance 20 Helo Talon Grid, Inspect and Test xv (Rev-4)

Principal Characteristics

270A WMEC (A CLASS) MEDIUM ENDURANCE CUTTER (WMEC 901-904)

Length Overall 270’ 0”

Depth (main deck at side to baseline) 33’ 3”

Maximum Beam 37’ 9-3/8”

Height of Highest Projection (above DWL) 90 ft.

Frame Spacing 1’ 0”

Full Load Draft 13.85’

Full Load Displacement 1825.64 long tons

Shore Tie Voltage Requirements 450 vac, 400A, 3 phone cables

PROPELLER / SHAFT

Number of Propellers 2

Number of Blades per Propeller 4

Diameter of Propeller 9’

Pitch Controllable

Revolutions per Minute (RPM) 260

Shaft Diameter 10.55” at exit of hull

270B WMEC (B CLASS) MEDIUM ENDURANCE CUTTER(WMEC 905-913)

Length Overall 270' 0"

Depth (main deck at side to baseline) 33' 3"

Maximum Beam 38' 5/8"

Frame Spacing 1' 0"

Full Load Draft 13.85'

Full Load Displacement 1825.64 long tons

Shore Tie Voltage Requirements 450 vac, 400A, 3 phase cables

PROPELLER / SHAFT

Number of Propellers 2

Number of Blades per Propeller 4

Diameter of Propeller 9'

Pitch Controllable xvi (Rev-4)

Revolutions per Minute (RPM) 260

Shaft Diameter 10.55" at exit of hull

1 (Rev-4)

00000_0110_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

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

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 Interferences. The contractor shall be aware that the scope of work pertaining to each work item herein includes only the work specified within the individual work item. Unless specified otherwise within the individual work item, all interference removal and reinstallation is additional and shall be on an as-needed basis for the specific work to be performed. Additional work required for interference

2 (Rev-4) removal and reinstallation shall addressed by the contractor by submitting a Condition Found Report (CFR) for the specific work items. Handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).

3.3 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.

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

3.5 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.

3.5.1 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.

3.5.2 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.

3.5.3 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).

3.5.4 The Contractor shall be aware of the following:

3.5.4.1 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.

3.5.4.3 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 Gas-Free Requirements – Costs associated with contracting Marine Chemist shall be reflected, identified and included as an additional cost for each individual task order under this contract. These costs are not to be included in pricing individual work items within this document.

3 (Rev-4)

4. NOTES

4.1 Temporary sanitary and sewage facilities.

4.1.1 Sanitary facilities for vessel-personnel – due to disruption of grey water system. When the shipboard grey water system is disrupted due to repairs required by contract work, the Contractor shall provide vessel-personnel with a sanitary facility, within a five minute walking distance from the vessel, to include the amenities listed in Table II (Sanitary Facility Amenities). Ensure the following:

• Shower stalls are equipped with privacy screens.

• Sinks are provided with fresh hot and cold water.

• Electrical convenience GFI receptacles, in accordance with NFPA 70, National Electric Code (NEC), are located in vicinity of sinks.

• Toilets have doors or privacy dividers.

• Lockers are capable of being locked.

TABLE II - SANITARY FACILITY AMENITIES

VESSEL

LENGTH

(feet) TYPE SHOWER

STALL TOILET SINK CHAIR LOCKER

270 WMEC 2 2 2 4 4

4.1.2 HVAC system. Ensure that the facility is equipped with heating, filtered ventilation, and air conditioning to maintain interior temperatures in the 65 to 78 degree Fahrenheit range, and has local climate control for the user.

4.1.3 Janitorial services. Ensure that the facility is cleaned at least once a day, and cleaning shall include, but not be limited to:

• Trash removal.

• Restocking of consumables (toilet paper, soap, etc.).

• Cleaning of toilets, showers and sinks.

NOTE

All plumbing repairs such as unclogging of toilets and shower and sinks drains shall be the responsibility of the Contractor.

4.1.4 Security. Ensure that the facility is capable of being locked from the outside and is also equipped, on the inside, with a suitable locking mechanism such as a sliding latch. Provide the COTR with two keys for each lock.

4.1.5 Additional sanitary facility for mixed gender crew. If the vessel consists of a mixed gender crew, provide an additional equal facility that is completely separate, with its own entrance.

4.1.6 Sewage facilities for vessel personnel – due to disruption of sewage system. When the shipboard toilets are unavailable due to contract work, and no permanent shore side facilities are available, the Contractor shall provide vessel-personnel with portable toilets as specified in Table III (Portable Toilets). Ensure that the toilets are:

• Located as close as possible to the vessel, at a distance not to exceed 100 yards.

• Cleaned and emptied daily, and restocked with consumables.

4 (Rev-4)

TABLE III - PORTABLE TOILETS

VESSEL PORTABLE

TOILETS

(QTY)

LENGTH

(feet) TYPE

270 WMEC 5

4.1.7 Sanitary facilities for Contractor-personnel. The Contractor shall be responsible for providing sanitary facilities for all Contractor-personnel, ensuring that such facilities are distinct and separate from facilities used by vessel personnel.

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

4.3 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.

http://www.uscg.mil/directives/cim.asp�

5 (Rev-4)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: ________________________________________________ Specific 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.

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 (1.5-3.5 mils for abrasive-blasted steel surfaces; 1.0 mil (minimum) for power-tool cleaned surfaces; 1.0-1.5 mils for abrasive-blasted aluminum surfaces); and 1.5 –2.5 for surfaces to be coated w/single coat of inorganic zinc). Conduct 5 sets of 3 readings for the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.

Measure soluble salt conductivity (5 measurements per 1000 sqft) – 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.

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: _________

6 (Rev-4)

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)

DATE &

TIME

ENTER ACTIVITY

(Surface preparation, primer coat, barrier coat, top coat, etc…)

LOCATION

TEMPERATURE

% REL.

HUMIDITY

SIGNATURE

OF

INSPECTOR DEW

POINT SURFACE AMBIENT

Temp Change

(DP –

Surface)|

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

7 (Rev-4)

QA-3 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG)

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

SURFACE PREPARATION METHOD PROFILE

(mils)

Min Max Avg.

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 Average 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: _________

8 (Rev-4)

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): ____________

DATE TEST LOCATIONS CONDUCTIVITY

(microsiemens/cm)

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

9 (Rev-4)

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

SPOT 1 2 3 4 5 AVERAGE

VALUE

*BASE METAL

READING (BMR)

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

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before

Adjustments After Adjustments

Avg.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before

Adjustments After Adjustments

Avg.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before

Adjustments After 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: _________

10 (Rev-4)

11101_TEF_0309_FLT

1101_TEF_WMEC_0110

WORK ITEM 1: Hull and Structural Plating – ¼” to ½” Aluminum Plate, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew four (4) square feet of aluminum plate. Plate thickness may range from 1/4 inch to ½ inch. Location of plate to be repaired shall be determined on a case-by-case basis by US Coast Guard personnel.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Applicable Coast Guard Drawings will be provided upon contractor request for the specific repairs to be completed.

COAST GUARD PUBLICATIONS

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

None.

3. REQUIREMENTS

3.1 General. The Contractor shall perform all welding in accordance with SFLC Std Spec 0740. Be aware that this work item includes all welding related activities only and does not include interference removal. The Contractor shall submit a Change Request detailing any additional interferences after being notified by the COTR of the exact location of the plating to be renewed. Handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).

3.2 Renewal. The Contractor shall renew aluminum plate in thicknesses ranging from 1/4 inch to ½ inch plating, as designated by the Coast Guard Inspector, up to 4 square feet, using the Coast Guard Drawing(s) provided as guidance.

11 (Rev-4)

3.3 Nondestructive inspection (NDI). The Contractor shall perform NDI of all welds the Contractor completed in accordance with SFLC Std Spec 0740, Appendix C. Submit a CFR.

3.4 Touch-up preservation. The Contractor shall prepare and coat all new and disturbed exterior and interior surfaces to match existing adjacent surfaces, in accordance with COMDTINST M10360.3, Appendix A (Cutter and Boat Exterior Painting Systems) and Appendix B (Cutter and Boat Interior Painting Systems), respectively, and as applicable. Abide by all touch-up requirements outlined in SFLC Std Spec 0000, Appendix A (Requirements for Preservation of Ship Structures).

NOTE

This item does not address interferences in way of repair work. Cost of interference removal and reinstallation must be negotiated via the Change Request process.

This section is not applicable to this work item.

12 (Rev-4)

11101_TEF_0309_FLT

1101_TEF_WMEC_0110

WORK ITEM 2: Hull and Structural Plating – ¼” to ½” Steel Plate, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew four (4) square feet of steel plate. Plate thickness may range from 1/4 inch to ½ inch. Location of plate to be repaired shall be determined on a case-by-case basis by US Coast Guard personnel.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Applicable Coast Guard Drawings will be provided upon contractor request for the specific repairs to be completed.

COAST GUARD PUBLICATIONS

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

None.

3. REQUIREMENTS

3.1 General. The Contractor shall perform all welding in accordance with SFLC Std Spec 0740. Be aware that this work item includes all welding related activities only and does not include interference removal. The Contractor shall submit a Change Request detailing any additional interferences after being notified by the COTR of the exact location of the plating to be renewed. Handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).

3.2 Renewal. The Contractor shall renew steel plate in thicknesses ranging from 1/4 inch to ½ inch plating, as designated by the Coast Guard Inspector, up to 4 square feet, using the Coast Guard Drawing(s) provided as guidance.

3.3 Nondestructive inspection (NDI). The Contractor shall perform NDI of all welds the Contractor completed in accordance with SFLC Std Spec 0740, Appendix C. Submit a CFR.

13 (Rev-4)

3.4 Touch-up preservation. The Contractor shall prepare and coat all new and disturbed exterior and interior surfaces to match existing adjacent surfaces, in accordance with COMDTINST M10360.3, Appendix A (Cutter and Boat Exterior Painting Systems) and Appendix B (Cutter and Boat Interior Painting Systems), respectively, and as applicable.