45619_DD_FY14_Spec_Rev-0.pdf

USCG 45619 (RB-M 45)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2014

Developed By: Kenneth H Renken

(Rev-0 22 May 2014)

USCG 45619 (RB-M-45) DRYDOCK AVAILABILITY FY2014

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ...................................................................................................................................................... iii Consolidated List of References ............................................................................................................................... iv Consolidated List of Government-furnished Property ........................................................................................... viii Consolidated List of Critical Inspection Items ........................................................................................................ xii Principal Characteristics ......................................................................................................................................... xiii General Requirements WORK ITEM 1: General Welding, Provide WORK ITEM 2: Ultrasonic Testing (UT) (100) Shots, Perform WORK ITEM 3: Hull Plating (U/W Body), Inspect WORK ITEM 4: Fendering System, Inspect WORK ITEM 5: Diesel Fuel Tank, Clean and Inspect WORK ITEM 6: Main Diesel Engine to Auragen Generator, Align WORK ITEM 7: Main Diesel Engine To Jet Drive, Align WORK ITEM 8: Water Jet-Inspect, Perform Service WORK ITEM 9: Jet Drive Anodes, Renew WORK ITEM 10: Sea Strainer, Overhaul WORK ITEM 11: Engine Exhaust Piping, Inspect WORK ITEM 12: Muffler, Clean and Inspect WORK ITEM 13: Auragen Generator Foundation, Inspect WORK ITEM 14: Electrical Isolation, Perform WORK ITEM 15: Various Piping, Inspect WORK ITEM 16: Sea Valves, Overhaul WORK ITEM 17: Sea Valves, Renew WORK ITEM 18: Diesel Tank, Refuel WORK ITEM 19: Interior Hull Insulation, Inspect WORK ITEM 20: Marine Chemist Services, Provide WORK ITEM 21: Drydocking WORK ITEM 22: Sea Trial Performance, Provide Support WORK ITEM 23: Main Diesel Engine Mount Washers, Replace WORK ITEM 24: Flange Flat Washers-Replace WORK ITEM 25: Water Jet Drive, Preserve WORK ITEM 26: U/W Body, Preserve (100%) WORK ITEM 27: Boat Outfit Storage, Provide WORK ITEM 28: Accessible Spaces, Inspect WORK ITEM 29: Temporary Services, Provide iii (Rev-0)

REVISIONS RECORD

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

DATE REV# WORK

ITEM#

CHANGES MADE

NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.

iv (Rev-0)

CONSOLIDATED LIST OF REFERENCES

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

All Coast Guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – 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 45 RBM 247-002, Rev A Water Jet Propulsor Arrangement

Coast Guard Drawing 45RBM 256-002 Rev A, Cooling System Propulsion

Coast Guard Drawing 45RBM 256-002, Rev A, Cooling System Propulsion

Coast Guard Drawing 45RBM 256-101, Rev A, Cooling System HVAC

Coast Guard Drawing 45RBM 259-002 Rev B, Exhaust System

Coast Guard Drawing 45RBM 261-002, Rev A, Fuel Supply System

Coast Guard Drawing 45RBM 261-101, Rev A, Fuel Fill And Vent Arrangement

Coast Guard Drawing 45RBM 512-101, Rev A, AMS/Lazarette/Forepeak Ventilation

Coast Guard Drawing 45RB-M_170_1 Rev A Folding Mast

Coast Guard Drawing 45-RB-M_261_1 Rev – Fuel Supply System Schematic

Coast Guard Drawing 45-RB-M_261_100 Rev – Fuel Fill and Vent Schematic

Coast Guard Drawing 45-RB-M_261_101 Rev – Fuel Fill and Vent Arrangement

Coast Guard Drawing 45-RB-M_261_2 Rev A Fuel Supply System

Coast Guard Drawing 45-RB-M_261_4 Rev A Fuel Supply System Tubes

Coast Guard Drawing 45-RB-M_261_5 Rev – Fuel Supply System – pipe Assemblies

Coast Guard Drawing 45-RB-M_84_2 Rev – Docking Plan

Coast Guard Drawing 45RBM-084-002, Rev -, Docking Plan

Coast Guard Drawing 45RBM-110-001, Rev -, Hull Structure

Coast Guard Drawing 45RBM-110-002 Rev-, Hull Structure Module A 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 v (Rev-0)

Coast Guard Drawing 45RBM-110-003 Rev -, Hull Structure Module B

Coast Guard Drawing 45RBM-114-001 Rev A, Fendering Arrangement

Coast Guard Drawing 45RBM-180-311 Rev-, Foundations - APU System

Coast Guard Drawing 45RBM-201-001 Rev A, Main Engine Arrangement

Coast Guard Drawing 45RBM-201-001 Rev-.Main Engine Arrangement

Coast Guard Drawing 45-RBM-201-001, Rev A Main Engine Arrangement

Coast Guard Drawing 45RBM-247-001 Rev-, Water Jet propulsor Arrangement

Coast Guard Drawing 45RBM-247-001 Rev-, Water Jet Propulsor Arrangement

Coast Guard Drawing 45RBM-247-002 Rev-.Water Jet Propulsor Arrangement

Coast Guard Drawing 45RBM-252-003 Rev-, Propulsion Control System

Coast Guard Drawing 45RBM-256-002 Rev A, Cooling System Propulsion

Coast Guard Drawing 45RBM-256-004 Rev-, Cooling System Pipe Spool

Coast Guard Drawing 45RBM-256-101 Rev A, Cooling System HVAC

Coast Guard Drawing 45RBM-259-002 Rev A, Exhaust System

Coast Guard Drawing 45RBM-261-001 Rev -, Fuel Supply Schematic

Coast Guard Drawing 45RBM-261-002 Rev A, Fuel Supply System

Coast Guard Drawing 45RBM-261-002 Rev-, Fuel Supply System

Coast Guard Drawing 45RBM-261-100 Rev-, Fuel Fill and Vent Schematic

Coast Guard Drawing 45RBM-261-101 Rev-, Fuel Fill and Vent Arrangement

Coast Guard Drawing 45RBM-262-002 Rev-, Lube Oil FLOCS System

Coast Guard Drawing 45RBM-311-002 Rev A, APU System Arrangement

Coast Guard Drawing 45RBM-311-003 Rev A, APU System Arrangement

Coast Guard Drawing 45-RBM-311-004, APU Generator Drive System

Coast Guard Drawing 45RBM-521-002 Rev A, Fire & Bilge Standpipe

Coast Guard Drawing 45RBM-622-002 Rev-, Machinery Space Removable Deck Plate

Coast Guard Drawing 45RBM-631-001 Rev B, Painting Layout

Coast Guard Drawing 45RBM-631-001, Rev C, Painting Layout

Coast Guard Drawing 45RBM-635-002 Rev A, Insulation Details

Coast Guard Drawing 45RBM-84-003 Rev N-A, Main Diesel Engine Mounting for 45 RB-M

COAST GUARD PUBLICATIONS

201531-R01 Tiona Fuel Tank Covers Parts List Jan 2010

45 FT Response Boat Medium (RB-M) Operators Handbook COMDTINST M16114.41 March 2012

Coast Guard Commandant Instruction (COMDTINST) M16114.41, March 2012, 45 Ft Response Boat-

Medium (RB-M) Operators Handbook

Coast Guard Technical Publication (TP) 204127 Auragen Viper Service Manual, Sep 2005

Coast Guard Technical Publication (TP) 204412-R22 SEQ 1 Marine Trans Owners Manual, May 2009

Coast Guard Technical Publication (TP) 204413-R22 SEQ 3 176001, Rolls Royce Water Jet Maintenance

Manual, Jun 2009

Coast Guard Technical publication (TP) 4934 August 2009, Small Boat Diagrams for Hotwork SWBS

Group 74, Section A

Coast Guard Technical Publication (TP), Rolls Royce Waterjet Maintenance Manual, Jun 2009 vi (Rev-0)

Coast Guard Technical Publications 4934-074-A, Small Boat Diagrams for Hotwork March 2010

Commandant Instruction Manual COMDINST M9000.6 (series), Naval Engineering Manual, March 2011

Seawater Cooling System Duplex Strainer 203976-R22 SEQ 1 Technical Manual RBM-203976 Apr 2006

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012,Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 0740, Appendix E (SFLC Std Spec 0740), 2012, Welding and Allied Processes, Stray Current Protection

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2012, Drydocking

OTHER REFERENCES

270’s APM: ADD the “NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), May

1997, Requirements for Fabrication, Welding, and Inspection of Submarine Structure” to below, if this package is for a 270 “B-Class” cutter.

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

Welding End

ASTM D1330-04(2010) Standard Specification for Rubber Sheet Gaskets

ASTM International (ASTM) 6966, 2008, Standard Practice for Collection of Settled Dust Samples Using

Wipe Sampling Methods for Subsequent Determination of Metals

ASTM International (ASTM) D4138, 2007, Standard Practices for Measurement of Dry Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means

ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates

Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2008, Occupational Safety and Health

Standards

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

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, 2003 Edition, Bronze Gate, Globe, Angle and Check Valves

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

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) Surface Preparation Specification No. 1 (SSPC-SP 1), 2004, Solvent Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal vii (Rev-0)

The Society for Protective Coatings (SSPC), June 1996, Paint Application Specification No. 2 (PA-2), Measurement of Dry Coating Thickness with Magnetic Gages viii (Rev-0)

CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY

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

WORK

ITEM

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

6 *Y MDE/ TO GENERATOR ALIGNMENT

TOOL

PN MMRBM0030 01

7 *Y MDE/ TO JET DRIVE ALIGNMENT

TOOL

PN MMRBM0451 01

7 *Y ENGINE LIFTING BAR PN MMRBM0956 01

8 N Stainless Steel Ball Joint 01-615-2117

MMC59915K483

10 EA $12.14

8 N Stainless Steel Threaded Rod 01-615-2224

MMC93250A140

1 EA $10.90

8 N Bearing Bushing 01-455-5212

10106911

4 EA $6.79

8 N Bearing Bushing 58-000-6242

36M05101

4 EA $33.91

8 N Socket Head Screw 01-617-1580

91210050

8 EA $1.98

8 N Bolt Kit 01-617-1688

93112085A

2 EA $10.25

8 N Key 01-616-6360

10100824

3 EA $21.21

8 N Sealing Washer 01-010-6911

2628112

4 EA $4.00

8 N Bushing 58-000-6239

10105511

2 EA $33.91

8 N Bearing Bushing 01-455-5272

10105111

4 EA $24.42

8 N Bolt Kit 01-617-1974

93112080F

2 EA $4.81

8 N Bolt Kit 01-616-7191

93112065K

EA

$8.00

8 N Bearing Unit 01-616-6342

37506201

2 EA $403.50

8 N Bushing 58-000-6240

10106011

4 EA $33.91

8 N Set Screw 01-602-0672

91608012

6EA $0.40

8 N Bolt Kit 01-617-3161

93112090K

10EA $9.19

8 N O-ring 58-000-6241

10202606

6 EA $10.30

8 N Mechanical Sealing 58-000-6403

10203870

2 EA $767.45

8 N Bolt Kit 01-616-4058

93310030E

6 EA $1.41

ix (Rev-0)

8 N O-ring 01-602-0679

10202631

2 EA $3.53

8 N O-ring 01-602-0680

10202625

4 EA $10.86

8 N Sealing 01-623-3174

41018801

2 EA $6.72

8 N O-ring 01-620-0368

10202611

2 EA $4.07

8 N Seal Lip 01-620-4613

10202590

4 EA $28.49

8 N Sealing 01-616-3186

45002010

2 EA $7.31

8 N Lock Nut 01-616-2982

10202908

2 EA $15.56

8 N Lock Washer 01-623-2756

10203008

2 EA $1.41

8 N Ring Nut 01-616-4016

10202912

2 EA $30.00

8 N Bushing 58-000-6240

10106011

EA $33.91

8 N Seal

01-HS2-5372

10202540R

6 EA $13.56

8 N Screw 01-616-2955

93305025

8 EA $0.21

8 N Washer 01-616-2966

912505

8 EA $0.14

8 N SS Bond Seal 01-621-2084

9900-04SS

4 EA $4.50

8 N 3/8” BSPP SS Seal 01-621-2063

9900-06SS

6 EA $3.90

8 N Gasket 01-623-2867

37527805

2 EA $49.52

8 N Bushing 01-599-8296

10108416

8 EA $10.86

8 N Bolt Kit

01-HS2-5507

93110060A

4 EA $8.82

8 N Bolt Kit

01-HS2-5514

99110040G

EA

$4.61

8 N Bushing 01-455-5268

10106902

8 EA $5.42

8 N Gasket 01-616-3014

10118901

2 EA $2.96

8 N Bolt Kit 01-623-1019

93110090A

4 EA $3.72

8 N Hydraulic Cylinder 01-590-4296

101 210 38

2 EA $1,470.55

N

Waterjet Stbd Foundation Inbd Transom

Anode

22-607-8675/10108230 1 EA

$40.70

N

Waterjet Stbd Foundation Outbd Transom

Anode

22-607-8675/10108230 1 EA

$40.70

9 N Waterjet Stbd Tunnel Inbd Anode 01-602-0668/10108220 1 EA $19.00

9 N Waterjet Stbd Tunnel Outbd Anode 01-602-0668/10108220 1 EA $19.00

9 N Waterjet Stbd Impeller Housing Inbd Anode 22-607-8672/10107701 1 EA $17.63

9 N Waterjet Stbd Impeller Housing Outbd Anode 22-607-8672/10107701 1 EA $17.63 x (Rev-0)

9 N Waterjet Stbd Bucket Inbd Anode 22-607-8672/10107701 1 EA $17.63

9 N Waterjet Stbd Bucket Outbd Anode 22-607-8672/10107701 1 EA $17.63

9 N Waterjet Stbd Interceptor Anode 22-607-8672/10107701 1 EA $17.63

9 N Waterjet Port Foundation Inbd Transom Anode 22-607-8675/10108230 1 EA $40.70

N

Waterjet Port Foundation Outbd Transom

Anode

22-607-8675/10108230 1 EA

$40.70

9 N Waterjet Port Tunnel Inbd Anode 01-602-0668/10108220 1 EA $19.00

9 N Waterjet Port Tunnel Outbd Anode 01-602-0668/10108220 1 EA $19.00

9 N Waterjet Port Impeller Housing Inbd Anode 22-607-8672/10107701 1 EA $17.63

9 N Waterjet Port Impeller Housing Outbd Anode 22-607-8672/10107701 1 EA $17.63

9 N Waterjet Port Bucket Inbd Anode 22-607-8672/10107701 1 EA $17.63

9 N Waterjet Port Bucket Outbd Anode 22-607-8672/10107701 1 EA $17.63

9 N Waterjet Port Interceptor Anode 22-607-8672/10107701 1 EA $17.63

9 N Screw Connection 01-602-2100/93310025H 4 EA $1.74

9 N Screw Connection 01-HS2-5513/93308020H 4 EA $0.92

9 N Screw Connection 01-6022-105/91206020E 8 EA $1.35

9 N Anode, Anode Hatch 25-146-5439/10108210 2 EA $23.07

9 N Bolt Kit 01-602-2106/93312025E 2 EA $0.68

9 N Screw Connection 01-HS2-5380/XFC310022 8 EA $0.71

9 N O-ring 25-148-7667/10202639 2 EA $4.95

9 N Guide Vane Chamber Stbd Anode 01-602-0669/37517411 1 EA $205.28

9 N Guide Vane Chamber Port Anode 01-602-0669/37517411 1 EA $205.28

9 N Screw Connection 01-617-6732/93310016E 8 EA $0.34

9 N Screw Connection 01-616-4078/93112045E 2 EA $6.15

9 N Screw Connection 06-620-4602/91212025E 8 EA $0.68

9 N O-ring 22-607-8691/10202626 2 EA $6.79

9 N Tube Extension 01-621-0708/37610802 2 EA $120.10

9 N Tube Clamp 01-620-0951/10217881 2 EA $16.28

9 N Screw Connection 01-HS2-5511/93310030H 2 EA $1.60

9 N Screw Connection 01-HS2-5381/93308025H 8 EA $0.92

9 N Connecting Cable 01-620-3663/10234301 4 EA $14.70

9 N Screw Connection 01-617-6732/93306016E 8 EA $0.34

17 N Raw Water Sys De-Icing Valve Valve, Ball, 1" NPT 316 SS

4820-01-600-0385 or

PN: V210FP-16

2 EA $109.00

17 N AC Supply/Discharge Ball Valve Valve, Ball 3/4" NPT 316 SS

4820-01-600-0389 or

PN: V210FP-12

3 EA $109.00

17 N AC Overboard Check Valve High-Flow SS

Check Valve 3/4 NPT Female

4820-01-599-7249 or

PN: 46635K65

1 EA $59.40

N

Washer, Flat, Steel Black-Oxide Finish, 1 X

1.031 ID X 2 OD X .280 thickness, Mc Master

98099A038

PN: 213102 16 EA

N

Washer, flat, steel, yellow zinc plating, .625, .656 ID x 1.312 OD x .170-.195

Thickness, ASTM f436

PN: 213137 32 EA

24 N M12 DIN 125 Stainless Steel A4 (316)

Flat Washer, Inner Diameter 13mm, Outer

Diameter 24mm, Nominal Thickness

2.50mm, UNSPC#: 31161807

PN:

MW6420000A40000

EA

$0.44

24 N M16 DIN 125 Stainless Steel A4 (316)

Flat Washer, Inner Diameter 17mm, Outer

PN:

MW6460000A40000

EA

$0.44 xi (Rev-0)

Diameter 30mm Nominal Thickness

3.00mm, UNSPC#: 31161807 *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 xii (Rev-0)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000, paragraph 3.2.6.5

(Inspection report particulars)):

Work

Item Title

2 Ultrasonic Testing (UT) (100) Shots, Perform

4 Fendering System, Inspect

6 Main Diesel Engine to Auragen Generator, Align

7 Main Diesel Engine To Jet Drive, Align

8 Water Jet-Inspect, Perform Service

10 Sea Strainer, Overhaul

24 Flange Flat Washers-Replace

25 Water Jet Drive, Preserve

26 U/W Body, Preserve (100%) xiii (Rev-0)

PRINCIPAL CHARACTERISTICS

45 FT RESPONSE BOAT MEDIUM

HULL MANUFACTURED BY MARINETTE MARINE CORP

5086 (GRADE) ALUMINUM

HIN- 2009

LENGTH OVERALL

44 FEET, 10.5 INCHES

UNFIXED HEIGHT

20 FEET 9 INCHES

BEAM, MAXIMUM

14 FEET, 7.75 INCHES

FULL LOAD DRAFT

3 FEET, 4 INCHES

FULL LOAD DISPLACEMENT

36,500 POUNDS

MAX SUSTAINED SPEED

42.5 KNOTS

RANGE

250 NAUTICAL MILES AT 30 KNOTS

MISSION LIMITS

8 FOOT SEAS / 30 KNOT WINDS

SURVIVABILITY LIMITS

12 FOOT SEAS / 50 KNOT WINDS

PROPULSION

TYPE 6 CYLINDER DIESEL ENGINE

NUMBER OF UNITS 2 MTU’S 60 SERIES 825 HP

WATER JETS

TYPE ROLLS-ROYCE WATER-JET

NUMBER OF UNITS

TWO

1 (Rev-0)

00000_1113_FLT

REC_00000_FLT_ Boats- 47 MLB @ CG Facility (1212)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting boat repairs performed at a commercial contractor’s facility for Coast Guard vessels.

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and

'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is

Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures

OTHER REFERENCES

ASTM International (ASTM) 6966, 2008, Standard Practice for Collection of Settled Dust Samples Using

Wipe Sampling Methods for Subsequent Determination of Metals

Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2008, Occupational Safety and Health

Standards

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

3. REQUIREMENTS

3.1 General. The Contractor shall conform to all requirements specified in SFLC Std Spec 0000 and in this item, 2 (Rev-0) as applicable, during the performance of this availability.

NOTE

The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

3.2 Contractor-provided fire watch personnel. The Contractor shall provide fire watch personnel and equipment.

3.3 Preservation requirements. The Contractor shall accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec

6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with SFLC Std Spec 6310, Chapter 11 (Cutter and Boat Colors Exterior and Interior).

NOTE

Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes

(provided in Chapter 11 of SFLC Std Spec 6310) are strictly prohibited.

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 reviewd and signed by the HM/HW

Coordinator. Contact the HM/HW Coordinator for turnover of any hazardous waste; in addition, notify the COR

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 facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.

3.5.4.2 Local environmental regulations at the Government facilities may be more stringent than in many

3 (Rev-0) jurisdictions. As with all environmental regulations, it is the Contractor's responsibility to research, prepare for, and comply with, the local and state regulations.

3.5.4.3 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.

3.6 Coast Guard facility usage and provisions.

3.6.1 The Contractor shall be aware of the following:

3.6.1.1 Coast Guard personnel will haul and block the boat on a Coast Guard installation; consequently, the

Contractor shall not include the cost of lifting or re-floating the vessel in the bid price estimates

3.6.1.2 All work described herein is intended to be accomplished at this location.

3.6.1.3 The COR will submit to the Contractor a copy of the “Coast Guard Facility Survey”/”Landlord Survey” which contains utilities and/or equipment that the Coast Guard Facilty will make available for use by the

Contractor.

3.6.2 The Contractor shall make arrangements to provide all other necessary equipment to accomplish the work described in this specification package including (as applicable) but not limited to generators, compressors, welding equipment, power tools, consumables, and storage containers.

3.6.3 The Contractor shall be responsible for properly storing own equipment.

3.6.4 Prior to setting up equipment and/or storage containers for long-term duration, the Contractor shall obtain approval from the COR at least 48 hours prior to placing the equipment in order to avoid conflict with other base activities.

3.6.5 If the Coast Guard facility opts to provide sewage facilities (as listed on the Landlord Survey) for use by the

Contractor, the Contractor shall supply sanitary supplies such as toilet paper, paper towels, soap, etc. for use by contract personnel. Use of Government toilet paper, and other sanitary supplies shall not be authorized and the additional caveats apply as well.

3.6.5.1 The Contractor shall ensure the sanitary facilities (bathrooms) are left in a clean and neat condition as found.

3.6.5.2 The Contractor is NOT authorized to use any shower facilities which may or may not be located in the same room as the toilet facilities.

3.6.5.3 The Contractor shall adhere to any special requirements or regulations listed in the comments section of the Landlord survey forms, provided at the end of this document.

3.7 Coast Guard turn-over preparation. The Contractor shall be aware that, upon arrival, after haulout, and prior to departing the Contractor’s facility, the Coast Guard crew shall be allowed to accomplish various tasks in preparation for the turn-over of the boat to the Contractor. The following conditions apply to this paragraph:

3.7.1 The Coast Guard requires a maximum of three days at the beginning of the contract, and three days at the end to accomplish various tasks.

4 (Rev-0)

3.7.2 The Contractor may commence/continue work during these time frames.

3.7.3 Coast Guard personnel will disconnect the Detroit Diesel Electronic Control (DDEC) System and any other electronic equipment, as required to avoid damage to systems arising from hotwork on the vessel during the availability.

3.7.4 Coast Guard personnel will remove the transducers after initial haul-out and reinstall prior to re-floating the vessel.

3.7.5 The NESU/Unit will contact the servicing ESD or ESU to setup removal/installation of the transducer if

Unit personnel are unable to accomplish this task.

3.7.6 Any components removed by Coast Guard personnel at the beginning of the contract will be reinstalled by

Coast Guard personnel at the end of the contract.

3.8 SFLC standard specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2012 Edition Standard Specifications and supersede published content:

3.8.1 SFLC Std Spec 8634, Drydocking, Appendix A, page A5, paragraph A2.7.1.3 Side Blocks: Remove formula value shown as g – Acceleration of gravity – 32.3 Ft/sec , and replace with formula value g -

Acceleration of gravity - 32.174 ft/sec

3.8.2 SFLC Std Spec 0740, Welding and Allied Processes. SFLC Std Spec 0740 added Appendix E, Stray

Current Protection: New Appendix is posted with SFLC Standard Specifications as a separate document on internet and intranet webpage.

3.8.2.1 SFLC Std Spec 0740, page 1, paragraph 1.2 Appendices: Add ‘Stray Current Protection’ to ‘Process

Standard column of appendices table. Add ‘E’ to ‘Appendix’ column of appendices table.

3.8.2.2 SFLC Std Spec 0740, page 4, paragraph 3.1.3 Stray current protection: Add “The Contractor shall meet all requirements for stray current protection as specified in Appendix E - Stray Current Protection.” directly after paragraph 3.1.3 title.

3.8.2.3 SFLC Std Spec 0740, page 4, paragraph 3.1.3 Stray current protection: Delete paragraphs 3.1.3.1 and

3.1.3.2.

3.8.3 SFLC Std Spec 0450, Electrical Power for Contractor’s Tools and Equipment, page 1, paragraph 1.1 Intent:

Add sentence, “Note that stray current protection for welding equipment is covered in SFLC Standard

Specification 0740, Welding and Allied Processes, Appendix E.” to end of paragraph.

3.8.3.1 SFLC Std Spec 0450, page 5, paragraph 3.4 Equipment Grounding: Add sentence, “Stray current protection for welding equipment is covered in SFLC Standard Specification 0740, Welding and Allied Processes, Appendix E.” to end of paragraph.

3.8.3.2 SFLC Std Spec 0450, page 6, paragraph 3.4 Equipment Grounding: Delete paragraphs 3.4.1.4 and

3.4.1.5.

3.8.3.3 SFLC Std Spec 0450, page 6, paragraph 3.4 Equipment Grounding: Delete Figure 5.

3.8.4 SFLC Std Spec 0000, General Requirements, Appendix A Requirements for Environmental Protection:

Add new paragraph A2.2.5.3.3 Additional requirement during lead-containing paint abatement, as follows:

5 (Rev-0)

A2.2.5.3.3 Additional requirements during lead-containing paint abatement. Abide by the following additional requirements, during work that involves disturbance or abatement of lead-containing paint:

A2.2.5.3.3.1 Protective measures.

A2.2.5.3.3.1.1 Abide by the following additional safety precautions during the lead dust clean-up operation (see

A2.2.5.3.3.3 Post-surface preparation cleaning, inspection, and sampling):

Separate contaminated areas from other areas.

Do not permit non-essential personnel in the work area.

Work in one compartment at a time.

Prevent dust from migrating to other areas, as follows:

o Seal doors, hatches, and all other openings between the work area and other areas with an airtight barrier, such as fire-rated polyethylene; seal both sides (inside the construction area, and inside the adjacent area) to provide a secondary dust barrier and prevent the doors and windows from being used (post alternative emergency exits, if applicable).

o Ensure that the work area remain under negative pressure in relation to adjacent areas.

NOTE

Negative pressure means that more air is exhausted from the area than is supplied so that lead dust and asbestos particles are contained within the work area, and do not contaminate adjacent non-affected compartments. Exhaust air must be filtered with a suitable HEPA filter.

Take, at a minimum, the following measures, to protect de-contamination workers:

o Use a HEPA (high-efficiency particulate air) vacuum - never use a conventional vacuum. A

HEPA vacuum removes 99.97% of particles that are less than 0.3 microns in size.

o Never use compressed air; never dry sweep.

o Workers must wear a respirator which is approved by NIOSH and has N100, P100 or R100 filters (the cartridges are usually purple); respirators must be fit-tested to insure proper seal, and employees must be medically screened and trained prior to wearing a respirator (see the

OSHA Respirator Standard, 29 CFR 1910.134).

o Workers must wear full-body protective clothing, head covering and shoes (or shoe covers).

o Workers must not leave the work area without having gone through a proper decontamination process, to prevent spread of lead dust to un-affected areas.

o Eating, drinking and smoking are prohibited in work areas.

o Workers must wash hands and face before eating, drinking or smoking.

o Workers must remove work clothes and shoes before leaving the work area, and seal work clothes in plastic.

o Workers must shower and wash hair as soon as possible after leaving the work area.

o Non-disposable work clothes must be washed separately from other clothes.

A2.2.5.3.3.1.2 Remove and dispose of all protective covers, upon completion of work.

A2.2.5.3.3.2 Spot lead coating abatement. When lead-containing coating, has been identified either in a particular work item or via a CFR as interference to work (including but not limited to hotwork, equipment and component installations, structural repairs, or ultrasonic thickness measurements), do the following:

6 (Rev-0)

A2.2.5.3.3.2.1 Coating removal/surface preparation. Remove existing lead-containing coating in affected areas, using one or a combination of the cleaning methods specified in Table A1 below, as applicable. Ensure that all power tool equipment have suitable vacuum attachments, to capture all generated coating lead dust.

TABLE A1

MECHANICAL CLEANING CHEMICAL STRIPPING

Steel surfaces: Power tool clean to a SSPC-SP

11 (1.0 mil anchor profile).

Use a suitable chemical stripper to safely remove all existing coatings – and expose the bare substrate, in accordance with manufacturer’s instructions.

Aluminum surfaces: Power tool clean, using suitable power sanders and abrasive sandpaper with no metallic contents, to remove all existing coatings and rust spots, down to bare metal.

Known paint strippers meeting the requirements specified in Table A1 include, but are not limited to the following:

1. Franmar LeadOut

2. STRIP-TOX Paint Stripper

3. Aquastrip ACB

4. Smart Strip™ Advanced Paint Remover:

WARNING

Paint stripper must be formulated without methylene chloride, chlorinated solvents, phenols, chromates, ammonia or amines.

A2.2.5.3.3.2.2 Waste Disposal. Sample and dispose of generated waste, in accordance with all applicable

Federal, state, and local regulations.

A2.2.5.3.3.3 Post-surface preparation cleaning, inspection, and sampling. Upon completion of any surface involving removal of lead-containing coating (whether during spot abatement or full abatement), do the following, as applicable:

A2.2.5.3.3.3.1 Lead dust clean-up. Clean all lead dust from the worksite by suitable clean-up cleaning methods, or as follows:

Step 1 - debris removal: Remove all gross debris, paint chips, etc. using either a vacuum with a

HEPA filter or by spraying the materials with water in a spray bottle and picking up chips or large pieces of contaminated debris by hand.

Step 2 – vacuum cleaning: Using a suitable HEPA vacuum, clean all affected surfaces, in accordance with the following guidelines:

o Begin cleaning with high areas first – with overhead surfaces and bulkheads working downward.

7 (Rev-0) o Vacuum all surfaces in the compartment.

o Work in the direction furthest from the entry door toward it.

Step 3 – wet cleaning: Following thorough HEPA vacuuming, wash all surfaces with any suitable cleaning detergent following the same cleaning pattern (high to low/ furthest from and toward entrance). Change the cleaning solution as it becomes dirty. Rinse all areas with a fresh cloth/mop.

Do not reuse contaminated mops and cloths. Use a three-bucket system for cleaning. (Detergent solution in first bucket/ rinse water for mop in second/ surface rinse on deck and/or bilge surfaces in third).

Step 4 – vacuum cleaning: Perform a HEPA vacuum again as specified in “Step 2”.

Step 5 – waste disposal: Properly dispose of contaminated materials, in accordance with all applicable Federal, state, and local regulations.

NOTES

1. Work Wet, Work Smart, and Work Clean. DO NOT GENERATE DUSTS. It is easier to effectively clean an area when dusts are not being generated to resettle on previously cleaned areas! Worker exposures may be high during wet sweeping.

2 A wet/dry HEPA unit is ideal for working with hazardous dust clean up.

3. Lead-contaminated objects that are porous or materials that may suffer damage from water may not be able to be sufficiently decontaminated by these methods and should be discarded.

A2.2.5.3.3.3.2 Visual inspection. Conduct a visual inspection, in the presence of the Coast Guard Inspector, to ensure that none of the following is present:

Visible coatings on any part of the substrate, including pitted areas.

Dust (as applicable).

Cleaning material haze.

A2.2.5.3.3.3.3 Post-lead abatement clearance. Upon acceptance of the visual inspection results by the COR, do the following:

A2.2.5.3.3.3.3.1 Wipe sampling.

A2.2.5.3.3.3.3.1.1 Conduct wipe sampling clearance testing, in accordance with ASTM 6966, as designated by the Coast Guard Inspector, in three locations in the affected space, to ensure that there exist no lead dust residues in excess of the below-listed concentrations, as specified below. Submit a CFR with sample results

40 micrograms/square foot (mcg/ft 2) - for berthing and/or food preparation areas.

200 micrograms/square foot (mcg/ft 2) - for all other areas.

A2.2.5.3.3.3.3.1.2 If a Change Request (CR) has been authorized and released, conduct wipe sampling clearance testing in additional locations, as designated on the CR.

A2.2.5.3.3.3.3.2 Laboratory analysis. Ensure that dust lead samples are analyzed by a laboratory certified by the

National Lead Laboratory Accreditation Program (NLLAP) or the American Industrial Hygiene Association.

A2.2.5.3.3.3.4 Additional cleaning. If laboratory analysis shows lead concentrations in excess of the thresholds specified above, then perform lead dust cleaning, and take subsequent wipe samples until the concentration of lead falls below the above standards.

8 (Rev-0)

A2.2.5.3.3.3.5 Additional wipe clearance testing. Be aware that the Coast Guard reserves the right to coordinate additional wipe clearance testing, at no cost to the contractor, to verify the sample results.

NOTE

All additional wipe clearance testing conducted by the Coast Guard must be witnessed by the Contractor, to verify where and how samples were collected – and thus, prevent contract disputes.

A2.2.5.3.4 Post-surface preparation and abatement requirements. Prior to applying primer coat, do the following, in accordance with SFLC Std Spec 6310, paragraphs 3.1.8.7 (Flash rusting/surface oxidation limitations) and

3.1.8.6 (Hydrocarbon substance removal), respectively.

Remove all flash rusting, as applicable.

Remove all grease and oil surface contaminants.

NOTE

The following paragraphs are not applicable, when lead-containing coating is removed by non-dust generating methods that include (but are not limited to) chemical stripping, water-jetting, mechanical-cleaning with vacuum attachment (with zero dust discharge):

A2.2.5.3.3.3.1 Lead dust clean-up

A2.2.5.3.3.3.3 Clearance sampling

A2.2.5.3.3.3.3.1 Wipe sampling – lead dust.

A2.2.5.3.3.3.3.2 Laboratory analysis

3.8.4.1 SFLC Std Spec 0000, page 22, paragraph 3.3.3.1 NOTE. Add "Flame-retardant polyethylene deck plate with a non-slip diamond pattern from 10 to 40mil thickness" to body of Note.

3.8.5 SFLC Std Spec 6310, Requirements For Preservation Of Ship Structures, page 10, add “3.1.6.5

Preconstruction Primers. Also known as shop primers, preconstruction primers are used as a temporary coating to protect steel from corrosion during welding, storage, and fabrication. Preconstruction primers shall be removed prior to applying the permanent coating system on all critical coated surfaces. Preconstruction primers may be left in place in other interior areas (such as machinery spaces, habitability spaces, etc.) if they are intact, uncontaminated, and compatible with the overcoating system.”

3.8.5.1 Std Spec 6310, Appendix B, page B12 , the formatting for of Notes 17-19 change and add as per the following:

SFLC Std Spec 6310, Cutter And Boat Interior Painting Systems, Appendix B12, Note 17, delete sentence, “Persistent corrosion in a particular area of an aluminum bilge may dictate the need for a protective High Build Epoxy coating to be applied to that local area.”

SFLC Std Spec 6310, Cutter And Boat Interior Painting Systems, Appendix B12, Note 18, replace entire note with “Persistent corrosion in a particular area of an aluminum bilge may dictate the need for a protective High Build Epoxy coating to be applied to that local area. “

SFLC Std Spec 6310, Cutter And Boat Interior Painting Systems, Appendix B12, Note 19, replace entire note with “Painting plastic surfaces is highly discouraged, but after it is done once, it must be maintained.”

SFLC Std Spec 6310, Cutter And Boat Interior Painting Systems, Appendix B12, Add Note “20. For aluminum surfaces, remove all oil, grease, dirt, metal oxides (corrosion products) and other foreign material by cleaning per SSPC-S

9 (Rev-0)

3.8.6 SFLC Std Spec 8635, Temporary Services, page 2, delete paragraph 3.3.2.2.

4. NOTES

4.1 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.

10 (Rev-0)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

Vessel Name Hull # Work Item # Work Item Title

Location of Work (incl. frame #’s) Area (sqft)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.

CHECKPOINT 2 - PAINT STORAGE

Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfgr.

CHECKPOINT 3 - AMBIENT CONDITIONS

Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).

Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).

Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfgr.

CHECKPOINT 4 - PRE-SURFACE PREPARATION

Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down

(maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.

Verify equipment setup, blast media, and surface preparation methods match designated test coupon.

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-12, SP-11, SP-10…).

Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.

Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max.

threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Verify proper mixing and stand-in (induction) times.

Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.

Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).

Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.

Brush out all runs, sags, drips, and puddles.

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

Verify proper mixing and stand-in (induction) times, as applicable.

Verify wet film thickness at random, to prevent under or over application.

Brush out all runs, sags, drips, and puddles.

CHECKPOINT 9 – FINAL INSPECTION

Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.

Ensure that system cure is in accordance with manufacturer's recommendation for intended service.

Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.

For immersion coatings (including tank U/W body), record date and time of the following events:

Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____

CHECKPOINT 10 – RECORD KEEPING

Complete, sign, and submit all provided QA Inspection Forms.

Name of QP-1/NACE Inspector Signature Cert. # Date / Time

11 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

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

DATE &

TIME

ACTIVITY

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

LOCATION

(Frame & Deck, relation to equipment, etc.)

TEMPERATURE

% REL.

HUMID-

ITY DEW

PT.

SURFACE AMBIENT

ΔT

| DP -

Surface |

12 (Rev-0)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

Location of Work (Frame References) Area (sqft)

SURFACE PREPARATION METHOD

PROFILE ACHIEVED (mils)

Min Max Mean

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 a separate log for each location. When an area is divided into separate sections, maintain a separate log for each section.

Place Surface Profile

Replica Tape Here

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: ______________

13 (Rev-0)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

SURFACE PREPARATION METHOD

PROFILE ACHIEVED (mils)

Min Max Mean

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 location. When an area is divided into separate sections, maintain a separate log for each section.

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

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

_____ mils _____ mils _____ mils _____ mils _____ mils

14 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15

DATE TEST LOCATIONS

CONDUCTIVITY

(microsiemens/cm)

15 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

Coating Mfg Product Name Batch # Induction

Time

Coating System Sequence

(Primer/Touchup/3rd Coat, etc.)

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

SPOT 1 2 3 4 5

AVERAGE

VALUE

*BASE METAL

READING (BMR)

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

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation

3 Before

Adjustments

After Adjustments

Avg.

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

16 (Rev-0)

07400_AKP_1013_BOAT_FLT

WORK ITEM 1: General Welding, Provide

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to provide general welding repairs listed in paragraph 3.3.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 45RBM-110-01, Rev-A, Hull Structure

Coast Guard Drawing 45RBM-589-01, Rev-C, Hinged Side Deck Platform

COAST GUARD PUBLICATIONS

Coast Guard Technical publication (TP) 4934 August 2009, Small Boat Diagrams for Hotwork

SWBS Group 74, Section A

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 6310…