(RB-M_45)_45622_DRYDOCKING_SPECIFCATION_REV.0.pdf

USCG 45622 (RB-M 45)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2015

Developed By: Edward A Wadley

(Rev-0, 14 November 2014)

USCG 45622 (RB-M-45) DRYDOCK AVAILABILITY FY2015

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: Tanks (MP Fuel Service), 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 Strainers, Inspect WORK ITEM 11: Engine Exhaust Piping, Inspect WORK ITEM 12: Electrical Isolation, Perform WORK ITEM 13: Sea Valves, Overhaul WORK ITEM 14: Sea Valves, Renew WORK ITEM 15: Diesel Tank, Refuel WORK ITEM 16: Water Jet Drive, Preserve WORK ITEM 17: U/W Body, Preserve (100%) WORK ITEM 18: Exterior and Interior Non-Skid Pads, Renew WORK ITEM 19: Interior Hull Insulation, Inspect WORK ITEM 20: Marine Chemist Services, Provide WORK ITEM 21: Drydocking WORK ITEM 22: Temporary Services, Provide WORK ITEM 23: Sea Trial Performance, Support, Provide WORK ITEM 24: Main Diesel Engine Mount Washers, Replace WORK ITEM 25: Low Level Lights FWD WORK ITEM 26: Air Intake Baffle, Mast Step, Handhold, Install WORK ITEM 27: Tow Reel, Anchor Reel - Preserve 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 201-001, Rev B, Main Engine Arrangement

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

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

Coast Guard Drawing 45 RBM 581-001, Rev E, Anchoring Handling and Stowage System

Coast Guard Drawing 45 RBM 582-002, Rev C, Mooring and Towing System

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

Coast Guard Drawing 45RBM 150-009, Rev D, Pilothouse Structure Module C – Shell

Coast Guard Drawing 45RBM 150-010, Rev B, Pilothouse Structure Module C – Coach Top

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

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

Coast Guard Drawing 45RBM 321-200, Rev C, Wire Harness Arrangement

Coast Guard Drawing 45RBM 321-201, Rev B, Wire Way Arrangement

Coast Guard Drawing 45RBM 330-001, Rev -, Lighting System Arrangement

Coast Guard Drawing 45RBM 330-002, Rev C, Lighting System Schematic

Coast Guard Drawing 45RBM 634-002, Rev C, Deck Covering

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

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 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 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

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-201-001 Rev-.Main Engine Arrangement

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

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

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

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

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

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-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 45-RBM-634-002 Rev B, Deck Covering

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

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 Commandant Instruction (COMDTINST)_MI0360.3 (series), Coatings and Color Manual

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 , Apr 2014, Small Boat Diagrams for Hotwork SWBS

Group 74, Section A

Coast Guard Technical Publication (TP) 4934, Small Boat Diagrams for Hotwork vi (Rev-0)

Coast Guard Technical Publication (TP) 4993, 3M Nonskid Pads, Peel and Stick Catalog

Coast Guard Technical Publication (TP) 5716, April 2014, Manufacture’s Information Book – SWBS

163, Section A, Seawater Cooling System Duplex Strainer - Model RBM-203976

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

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 3042 (SFLC Std Spec 3042), 2012, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair and Installation

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

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2012, Temporary

Services

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.

45 RBM Water Jet Disassembly / Assembly Procedures

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

Code of Federal Regulations (CFR) Title 33, Jul 2013, Navigation and Navigable Waters

Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency

Code of Federal Regulations (CFR) Title 40, Jul 2013, Protection of the Environment

Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety

Administration, Department Of Transportation

Code of Federal Regulations (CFR) Title 49, Oct 2013, Transportation

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 vii (Rev-0)

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

MIL-DTL-1222, Dec 2000, Studs, Bolts, Screws and Nuts for Applications Where a High Degree of

Reliability Is Required

MIL-STD-2003A, Sep 2009, Electric Plant Installation Standard Methods for Surface Ships and

Submarines

Rolls-Royce Kamewa Water Jet Assembly Drawing 376 000 49

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2013, 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

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

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-WJ-2/NACE WJ-2, 2012 Water Jet Cleaning of Metals-Very Thorough Cleaning 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)

4 N Bow Fender NSN: 2040-01-612-5098 1 ea. $1450.00

4 N #4Stbd Side Fender NSN: 2040-01-612-5130 1 ea. $629.00

4 N Aft Stbd Fender NSN: 2040-01-612-5215 1 ea. $1122.00

6 Y *MDE/ TO GENERATOR

ALIGNMENT TOOL

PN: MMRBM0030 01

7 Y * MDE/ TO JET DRIVE

ALIGNMENT TOOL

PN: MMRBM0451 1 ea

8 N Stainless Steel Ball Joint NSN: 3040016152117

PN: 59915K483

10 EA $12.14

8 N Stainless Steel Threaded

Rod

NSN: 5306016152224

PN: 93250A140

1 EA $10.90

8 N Bearing Bushing NSN: 3120014555212

PN: 10106911

4 EA $6.88

8 N Bearing Bushing NSN: 3120580006242

PN: 36M05101

4 EA $68.55

8 N **Socket Head Screw NSN: 5305016171580

PN: 91210050

8 EA $1.98

8 N **Bolt Kit NSN: 2815016171688

PN: 93112085A

2 EA $10.25

8 N **Key NSN: 5315016166360

PN: 10100824

3 EA $21.21

8 N Seal NSN:5330580006238 PN:

10118902

2EA $4.00

8 N Bushing NSN: 3120580006239

PN: 10105511

2 EA $34.42

8 N Bearing Bushing NSN: 3120014555272

PN: 10105111

4 EA $24.42

8 N **Bolt Kit NSN: 2815016171974

PN: 93112080F

2 EA $4.81

8 N **Bolt Kit NSN: 5340016167191

PN: 93112065K

12 EA $8.00

8 N Bearing Unit NSN: 3110016166342

PN: 37506201

2 EA $403.50

8 N Bushing NSN: 3120580006240

PN: 10106011

4 EA $37.45

8 N **Set Screw NSN: 5305016020672

PN: 91608012

6EA $1.16

8 N **Bolt Kit NSN: 5305016173161

PN: 93112090K

10EA $9.19

ix (Rev-0)

8 N O-ring NSN: 5331580006241

PN: 10202606

6 EA $10.30

8 N **Mechanical Sealing NSN: 4320580006403

PN: 10203870

2 EA $767.45

8 N Bolt Kit NSN: 5306016164058

PN: 93310030E

6 EA $1.41

8 N O-ring NSN: 5331016020679

PN: 10202631

2 EA $5.15

8 N O-ring NSN: 5331016020680

PN: 10202625

4 EA $10.86

8 N Sealing NSN: 5365016233174

PN: 41018801

2 EA $7.31

8 N O-ring NSN: 5331016200368

PN: 10202611

2 EA $4.07

8 N Seal Lip NSN: 4730016204613

PN: 10202590

4 EA $77.25

8 N Sealing NSN: 5330016163186

PN: 45002010

2 EA $7.31

8 N **Lock Nut NSN: 5310016162982

PN: 10202908

2 EA $15.56

8 N Lock Washer NSN: 5310016232756

PN: 10203008

2 EA $4.79

8 N **Ring Nut NSN: 5310016164016

PN: 10202912

2 EA $30.00

8 N Bushing NSN: 3120580006240

PN: 10106011

4 EA $37.45

8 N Seal NSN: 5330016243735

PN: 10202540R

6 EA $13.56

8 N **Screw NSN: 5305016162955

PN: 93305025

8 EA $0.21

8 N **Washer NSN: 5310016162966

PN: 912505

8 EA $0.14

8 N SS Bond Seal NSN: 5330016212084

PN: 9900-04SS

4 EA $4.50

8 N 3/8” BSPP SS Seal NSN: 5330016212063

PN: 9900-06SS

6 EA $3.90

8 N Gasket NSN: 5330016232867

PN: 37527805

2 EA $49.52

8 N Bushing NSN: 5365016202680

PN: 10108416

8 EA $54.80

8 N **Bolt Kit NSN: 5305016242899

PN; 93110060A

4 EA $8.82

8 N **Bolt Kit NSN: 5305016242922

PN: 99110040G

14 EA $4.61

8 N Bushing NSN: 3120014555268

PN: 10106902

8 EA $5.51

8 N Gasket NSN: 5330016163014

PN: 10108901

2 EA $2.96

8 N **Bolt Kit NSN: 5305016231019

PN: 93110090A

4 EA $3.72

x (Rev-0)

8 N O-ring NSN: 5331016242120

PN: 10202603

2 EA $3.00

8 N Washer, Locking NSN: 5310016232699

PN: 10203012

2 EA $12.00

8 N Countersunk Screw PN: 99106016 4 EA $3.80

8 N Jet Interceptor Hydraulic

Actuator

NSN: 2010-01-590-4296 2 EA $840.54

9 N Anode, Corrosion

Preventive

NSN: 5342016020656

PN:10108228

2 EA $142.39

9 N Anode, Corrosion

Preventive

NSN: 5340015899440

PN:51125

2 EA $82.13

9 N Anode, Corrosion

Preventive

NSN: 5340015899425

PN:89287

2 EA $26.86

9 N Transom Anode NSN: 5342226078675

PN:10108230

4 EA $40.70

9 N Tunnel Anode NSN: 5342016020668

PN:10108220

4 EA $19.00

9 N Impeller

Housing/Bucket/Interceptor

Anode

NSN: 5342226078672

PN:10107701

10 EA $17.63

9 N Guide Vane Chamber

Anode

NSN: 5342016020669

PN:37517411

2 EA $205.28

9 N Anode, Anode Hatch NSN: 5342251465439

PN:10108210

2 EA $23.07

9 N Screw Connection PN:93310025H 4 EA $1.74

9 N Screw Connection NSN: 5305016275854

PN:93308025H

14 EA $0.92

9 N Screw Connection PN:016022105

PN:91206020E

8 EA $1.35

9 N Screw Connection NSN: 5340016243271

PN:93308025E

8 EA $0.71

9 N O-ring NSN: 5331251487667

PN:10202639

2 EA $4.95

9 N Screw Connection NSN: 5305016240905

PN:93310016E

8 EA $0.34

9 N Screw Connection PN:93312030E 2 EA $6.15

9 N Screw Connection NSN: 5305016204602

PN:91212025E

8 EA $1.41

9 N O-ring NSN: 5331226078691

PN:10202626

2 EA $6.79

9 N Tube Extension NSN: 4730016210708

PN:37610802

2 EA $120.10

9 N Tube Clamp NSN: 4730016200951

PN:10217881

2 EA $16.28

9 N Screw Connection NSN: 5305016022101

PN:93310030H

2 EA $1.60

9 N Connecting Cable NSN: 6145016203663

PN:10234301

4 EA $14.70

9 N Screw Connection NSN: 5305016176732

PN:93306016E

8 EA $0.34

xi (Rev-0)

10 N Victaulic (style 475)

Coupling Miller Leahman

Sea Strainers

PS00617 4 EA $140.00

10 Y Miller Leaman Strainer 3.0

Raw Water Duplex - Port

& Starboard

NSN: 4730-01-599-8545 2 EA $16,298.95

14 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

14 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

14 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

18 N Non Skid 45 FT RBM

Box1

NSN: 2040-00-NIB-

0707B

1 1,459.29

18 N Non Skid 45 FT RBM

Box2

NSN: 2040-00-NIB-

0707C

1 1,204.69

18 N Non Skid 45 FT RBM

Box4

NSN: 2040-00-NIB-

0707E

1 574.42

18 N Non Skid 45 FT RBM

Box5

NSN: 2040-00-NIB-

0707F

1 422.55

18 N Non Skid 45 FT RBM

Box8

NSN: 2040-00-NIB-0707I 1 519.59

18 N Non Skid 45 FT RBM -

Round and Square Hatches

- (Not included in main kit)

NSN: 2040-00-NIB-0707J 1 94.82

24 N High Strength Steel Flat

Washer 5/8” Screw Size, 1-

5/16” OD, .21”-.23” Thick

PN: 98025A035 32 Ea $.79

24 N Black-Oxide Steel Thick

Flat Washer, 1” Screw

Size, 2” OD, .26”-.3” Thick

PN 98099A038 16 Ea $3.66

25 N ***TCTO Kit TD4000.0 NSN: 6220-01-HS2-6783 1 Kt.

26 N TCTO KIT TB1010.0 NSN: 2940-01-HS2-6782 1 ea UNK *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 Strainers, Inspect

16 Water Jet Drive, Preserve

17 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_0714_FLT

REC_00000_FLT_ Boats- 47 MLB @ Commercial 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

Coast Guard Commandant Instruction (COMDTINST)_MI0360.3 (series), Coatings and Color Manual

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

Code of Federal Regulations (CFR) Title 33, Jul 2013, Navigation and Navigable Waters

Code of Federal Regulations (CFR) Title 40, Jul 2013, Protection of the Environment

Code of Federal Regulations (CFR) Title 49, Oct 2013, Transportation

3. REQUIREMENTS

2 (Rev-0)

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 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.

3.2 Contractor-provided fire extinguishers. The Contractor shall provide portable fire extinguishers.

3.2 Fire watch requirements. The Contractor shall refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec

0000, in accomplishing the following task:

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

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

3.3 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 (COMDTINST)_MI0360.3C , 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 5 of COMDTINST MI0360.3) 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 Environmental protection requirements. The Contractor shall adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:

3.5.1 Contractor operated (non USCG) facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at

Contractor Operated (Non USCG) Facilities, as applicable, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3 (Rev-0)

3.5.1 USCG facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC

Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable

Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is _________.

3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following:

Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.

National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an

NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.

Air Emission Permit: Unit has a Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants.

3.5.2 Test and procedures. The Contractor shall be required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work shall be done by qualified laboratories; and where required by law, the laboratories shall be certified.

3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The

Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility

Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System

(NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste

Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the

Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to adequately accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40

CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the

Environmental Records binder and required documentation, including environmental permits compliance and close-out.

4 (Rev-0)

3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix A, Requirements For

Environmental Protection At Contractor Operated (Non USCG) Facilities for HW disposal.

3.6 Local Policy.

3.6.1 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:

3.6.1.1 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.

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

3.6.1.3 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.

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

3.6.1.5 The Unit will contact the servicing ESD or ESU to setup removal/installation of the transducer if Unit personnel are unable to accomplish this task.

3.6.1.6 Any components removed by Coast Guard personnel at the beginning of the contract shall be reinstalled by Coast Guard personnel at the end of the contract.3.7 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:

3.7.1 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

3.7.2 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.

3.7.2.1 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.

3.7.2.2 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.

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

3.1.3.2.

3.7.3 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.

5 (Rev-0)

3.7.3.1 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.

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

3.4.1.5.

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

3.7.4 SFLC Std Spec 0000, General Requirements, Appendix A Requirements for Environmental Protection has been superseded by SFLC Std Spec 0000, General Requirements, Appendix A Requirements for Environmental

Protection at Contractor Operated (Non USCG) Facilities, with addition of SFLC Std Spec 0000 Appendix B

Requirements for Environmental Protection at USCG Facilities. The new Appendices are posted with SFLC

Standard Specifications as separate documents on SFLC Standard Specification webpage.

3.7.4.1 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.

3.7.4.2 SFLC Std Spec 0000, page 3, bullet “ISC.” Delete “lead-contaminated materials.”

3.7.4.3 SFLC Std Spec 0000, page 27, after Note box under paragraph 3.3.13.1.2 add the following paragraphs:

“3.3.13.1.3 Dock and Sea trials. The Contractor shall conduct dock trials to test the work performed during the contract when required by individual work items (see 3.3.13 Tests and Inspections). This shall include operational tests or inspections, as appropriate, of all machinery, piping, wiring, insulation, preservation work, deck coverings, and any other article removed, moved, disturbed, or damaged by the Contractor in accomplishing the work outlined in the specification. Schedule for these specific dockside tests or inspections shall be included within the planning document (see 3.2.5 Planning document).

3.3.13.1.3.1 The Contractor shall provide a pier facility or allow the vessel to move to a Coast Guard pier to support dock trials. The Contractor shall not conduct trials that require the vessel to be waterborne while the vessel is floating inside a dock (e.g., graving dock, floating drydock).

3.3.13.1.3.2 Sea trials to conduct equipment operational tests are not required unless a Sea Trial Performance work item is specifically included within the specification.”

3.7.4.4 SFLC Std Spec 0000, page 11, paragraph 3.2.5, add the following bullets to the bulleted list:

Identifies the “critical paths” for the project.

Shows calculations for the “float” along the critical paths and labels the critical paths with the number of delay days the critical paths can absorb without affecting the final delivery date.

3.7.4.5 SFLC Std Spec 0000, page 11, Add the following Note between paragraphs 3.2.5 and 3.2.5.1:

NOTE

Float is the number of days that the critical paths can be delayed without affecting the final delivery date.

3.7.4.6 SFLC Std Spec 0000, page 12, add the following paragraphs and Note after Figure 1:

6 (Rev-0)

“3.2.5.4 When the critical path extends beyond or encroaches upon the final delivery date, provide a resource constraint and scheduling evaluation of the critical path before any request for extension will be entertained.

Submit the resource constraint and scheduling evaluation via a CFR.

NOTE

The intent of the resource constraint and scheduling evaluation is to identify the resources necessary to ‘crash’ the critical path or make adjustments to the production schedule to meet the delivery date in lieu of a project extension.”

3.7.4.7 Std Spec 0000, General Requirements, page 4, paragraph 1.3 Acronyms and term definitions, “Paint

Containing Lead” remove lead content percent of “0.06 percent by weight (0.12 mg/cm2, or 600 ppm)” and replace with “0.009 percent by weight (0.018 mg/cm2, or 90 ppm)”

3.7.5 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.”

3.7.5.1 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-SP 1 prior to blast cleaning and following blast cleaning immediately prior to coating. The end result of abrasive blasting will be a surface cleanliness similar to that of

SSPC-SP 10 for steel with all coating removed.

3.7.5.2 Std Spec 6310, Appendix E, pages E1, E3, and E4, QA Inspection Forms QA-1, QA-3a, and QA-3b respectively, reference The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface

Preparation Standard SSPC-SP 12/NACE No. 5 erroneously, and are corrected as per the following:

3.7.5.2.1 Std Spec 6310, Appendix E, pages E1, QA Inspection Form QA-1, Check point 5- Surface Preparation, check box description 2, replace “(i.e.: SSPC SP-12, SP-11, SP-10…).” with “(i.e.: SSPC SP-11, SP-10, SP WJ-

2…).”

3.7.5.2.2 Std Spec 6310, Appendix E, page E3, QA Inspection Form QA-3a, Surface Preparation Method column of the Profile Achieved table, 2 nd record, replace “SSPC-SP-12/NACE No. 5” with “SSPC-SP WJ-1/NACE WJ-

1”.

7 (Rev-0)

3.7.5.2.2.1 Add record to table beneath “SSPC-SP WJ-1/NACE WJ-1” and label as “SSPC-SP WJ-2/NACE WJ-

2”

3.7.5.2.2.2 Add record to table beneath “SSPC-SP WJ-2/NACE WJ-2” and label as “SSPC-SP WJ-3/NACE WJ-

3”

3.7.5.2.2.3 Add record to table beneath “SSPC-SP WJ-3/NACE WJ-3” and label as “SSPC-SP WJ-4/NACE WJ-

4”

3.7.5.2.3 Std Spec 6310, Appendix E, page E4, QA Inspection Form QA-3b, Surface Preparation Method column of the Profile Achieved table, 2 nd record, replace “SSPC-SP-12/NACE No. 5” with “SSPC-SP WJ-1/NACE WJ-

1”.

3.7.5.2.3.1 Add record to table beneath “SSPC-SP WJ-1/NACE WJ-1” and label as “SSPC-SP WJ-2/NACE WJ-

2”

3.7.5.2.3.2 Add record to table beneath “SSPC-SP WJ-2/NACE WJ-2” and label as “SSPC-SP WJ-3/NACE WJ-

3”

3.7.5.2.3.3 Add record to table beneath “SSPC-SP WJ-3/NACE WJ-3” and label as “SSPC-SP WJ-4/NACE WJ-

4”

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

3.7.7 SFLC Std Spec 5000, Auxiliary Machine Systems, Appendix C, page C9: Replace paragraph C2.8.1.3 and

Table C-3, and add additional paragraphs C2.8.1.4, C2.8.1.5, and C2.8.1.6. as follows:

“C2.8.1.3 Flushing fluid minimum flow rate requirements. Ensure the minimum flow rates provided in Table C-

3 are maintained for each circuit. If multiple loops are flushed concurrently, each loop shall be provided with a flow measuring device. Provide calibrated flow meters. Prior to flushing, submit the certification of calibration to the CG Inspector.

TABLE C-3 - MINIMUM FLOW RATE FOR FLUSHING WITH FLUID

PIPE SIZE INSIDE DIA

(INCH)

GAL/MIN

To 0.5 18

0.5 to 0.75 34

0.75 to 1.0 56

1.0 to 1.25 100

1.25 to 1.5 138

1.5 to 2.0 230

2.0 to 2.5 330

2.5 to 3.0 420

NOTES

1. Flow rates represent minimum flows needed to achieve a turbulent flow condition and maximize benefits of flushing effort.

8 (Rev-0)

2. Flow rate selected for flow velocity of 25 ft/sec in the schedule 80/160 pipe, as applicable. If there is a conflict between the pressure and flow rate requirements of this specification, the minimum flow rates shall be governing, unless the working pressure of the system is exceeded. The uses of by-pass (flow control) valves are not allowed downstream of the flow meters.

C2.8.1.4 Whenever a noticeable increase in the pressure drop across strainers is observed, the strainers should be cleaned and bag renewed. Be aware that this may occur as frequency as 15 min intervals.

C2.8.1.5 During flushing, constant monitoring of the flushing oil must be maintained in order to determine the contamination level. Filtering shall continue until the fluid entering the return flow filter meets the particle population ISO cleanliness code of 17/14, in accordance with ISO 4406. All flushing fluid shall pass through the return filter after passing through each system flushing circuit. All samples shall be taken at a point just prior to this filter

C2.8.1.6 Take a representative sample of oil from the hydraulic system of the hydraulic system. Send samples out for laboratory analysis. Analysis shall include viscosity, moisture, total acid number, particle size and population in sufficient detail to determine ISO cleanliness code of 17/14, in accordance with ISO 4406. Submit CFR.”

3.7.8 SFLC Std Spec 6341, Appendix A, Paragraph A2.1.1, replace with “A2.1.1 Cove vase. Include a cove base, using the same epoxy resin deck covering system material, to a maximum height of four inches at all adjacent vertical bounding surfaces, where applicable."

4. NOTES

4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

Vessel Name Hull # 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.

9 (Rev-0)

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-11, SP-10, SP WJ-2…).

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

10 (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 |

11 (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 WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

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: ______________

12 (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 WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

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

13 (Rev-0)

QA-4 -…