45702_FY16_UWB_Preserve_Rev-0.pdf

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Attached to: UNDERWATER BODY PRESERVE: RB-M 45702, IPF HONOLULU
Solicitation number: HSCG40-16-Q-P30847
Issued by: Department of Homeland Security US Coast Guard

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SPECIFICATION FOR UNDERWATER BODY PRESERVATION RB-M 45702

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USCG 45702 (RB-M 45)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2016

Developed By: Joseph D. Barratt

(Rev-0, 06 January 2016)

USCG 45702 (RB-M-45) DRYDOCK AVAILABILITY FY2016

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. vi Consolidated List of Critical Inspection Items ........................................................................................... vii Principal Characteristics ............................................................................................................................ viii General Requirements WORK ITEM 1: Fender Faying Surfaces, Preserve (100%) WORK ITEM 2: U/W Body, Preserve (100%) WORK ITEM 3: Tow Reel, Anchor Reel - Preserve WORK ITEM 4: Water Jet Drive, 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 RB-M 114-001, Rev -, Fendering Arrangement

Coast Guard Drawing 45 RB-M 581-001, Rev -, Anchoring Handling and Stowage System

Coast Guard Drawing 45 RB-M 582-002, Rev -, Mooring and Towing System

Coast Guard Drawing 45 RB-M 631-001, Rev -, Painting Layout

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors

Manual

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

OTHER REFERENCES

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP 1), 2004, Solvent Cleaning

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

Standard SSPC-SP WJ-2/NACE WJ-2, 2012, Waterjet Cleaning of Metals – Very Thorough

Cleaning 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)

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 vi (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.

This section is not applicable to this package.

vii (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

1 Fender Faying Surfaces, Preserve (100%)

2 U/W Body, Preserve (100%) viii (Rev-0)

PRINCIPAL CHARACTERISTICS

45' RB-M

PHYSICAL

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

HULL

Hull manufacturer Marinette Marine Corp.

5086 (GRADE) Aluminum

Hin- 2009

MACHINERY

Type 6, cylinder diesel engine

Number of units 2, MTU's 60 series 825 hp

Propulsion type 2, Rolls-royce water-jet

TANKS

1 (Rev-0)

00000_0315_FLT

REC_00000_FLT_ Boats @ CG Facility (0914)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting boat repairs performed by commercial contractors at a Coast Guard 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) M10360.3 (series), Coatings and Color Manual

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

OTHER REFERENCES

None

3. REQUIREMENTS

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

NOTE

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

2 (Rev-0)

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 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 M10360.3, Chapter 6 (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 6 of COMDTINST M10360.3) 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 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 Large Quantity

Generator (LQG).

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 (Rev-0)

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.

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

Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.6 Hazardous Waste Manifest. The Contractor shall be aware of the following:

3.5.6.1 No Contractor or Subcontractor shall have the authority to sign a Hazardous Waste Manifest using the

Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast

Guard facility without COR or KO-approval.

3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor shall prepare for and comply with local and state regulations.

3.5.7 Facilities Response Plans. Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33

CFR 154. Contractor shall furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.

3.6 Local Policy.

3.6.1 Coast Guard facility usage and provisions. 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.

4 (Rev-0)

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 Facility will make available for use by the

Contractor.

3.6.2 Contractor equipment. 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.

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

3.6.2.2 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.

3.6.3 Sewage Facilities. 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.

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

3.6.3.2 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.

3.6.3.3 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.

3.6.4 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:

3.6.4.1 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.

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

3.6.4.3 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.

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

3.6.4.5 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.

3.7 SFLC standard specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2014 Edition Standard Specifications and supersede published content:

5 (Rev-0)

None.

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.

6 (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-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

7 (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 |

8 (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: ______________

9 (Rev-0)

10 (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

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

_____ mils _____ mils _____ mils _____ mils _____ mils

11 (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)

12 (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

13 (Rev-0)

63100_RDW_0714_45RBM

WORK ITEM 1: Fender Faying Surfaces, Preserve (100%)

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to preserve the fender faying surfaces to include: fender strake, fender flat bar, and fender stops.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 45 RB-M 114-001, Rev -, Fendering Arrangement

Coast Guard Drawing 45 RB-M 631-001, Rev -, Painting Layout

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

OTHER REFERENCES

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1

(SSPC-SP 1), 2004, Solvent Cleaning

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

Preparation Standard SSPC-SP WJ-2/NACE WJ-2, 2012, Waterjet Cleaning of

Metals – Very Thorough Cleaning

3. REQUIREMENTS

3.1 General.

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

3.2.3 Clean and inspect.

14 (Rev-0)

3.1.2 Tech Rep.

Not applicable

3.1.3 Protective measures - preservation. The Contractor shall protect all non-affected vessel’s equipment, components, and spaces during surface preparation and coating application procedures, as specified in SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std

Spec 0000, paragraph 3.3.5 (Interferences).

3.2 Preservation requirements. The Contractor shall prepare and preserve the fender faying surfaces in accordance with Coast Guard Drawing 45 RB-M 631-001 and SFLC Std Spec 6310.

3.2.1 Pre-surface preparation wash. Accomplish low-pressure (less than 5,000 psi) fresh water wash of all affected surfaces, to remove soluble chlorides and other surface contaminants. Refer to SSPC-SP 1, for guidance.

3.2.2 Surface preparation. The Contractor shall prepare the surface in accordance with the surface preparation method stated in Table I- Paint Schedule 45 RB-M and SFLC Std Spec 6310.

3.2.3 Clean and inspect. Upon completion of surface preparation and prior to coating application the Contractor shall clean and inspect the prepared fender faying surfaces aluminum substrate.

Submit a CIR.

3.2.3.1 The Contractor shall perform a visual inspection of the prepared surfaces.

3.2.3.2 The Contractor shall solvent clean the prepared surfaces in accordance with SSPC-SP 1.

Capture, contain, and dispose of all wastes from solvent cleaning, in accordance with all Federal, state and local regulations.

TABLE 1 – 45 RB-M FENDER FAYING SURFACES PRESERVATION

EXTERIOR

SURFACES TO

BE PRESERVED

SURFACE PREPARATION COATING

SYSTEM

DFT

(MILS)

COLOR

FENDER

STRAKE

FENDER FLAT

BAR

FENDER STOPS

BRUSH BLAST TO BARE METAL WITH

CLEAN, FINE ALUMINUM OXIDE,

GARNET OR EQUIVALENT INERT

MATERIAL CONFORMING TO A-A-

59316, TYPE I & IV WITH A 1.5-2.5 MIL

ANCHOR PROFILE

-or-

SSPC-SP WJ-2/NACE WJ-2

SEAGUARD

5000 HS

SEAGUARD

5000 HS

5.0-6.0

Red

Grey

3.2.4 Preservation. The Contractor shall preserve the fender faying surfaces using the coating system in Table I- Paint Schedule 45 RB-M and in accordance with SFLC Std Spec 6310.

15 (Rev-0)

NOTE

Surfaces being preserved are considered “critical-coated surfaces”.

3.3 In-process quality control measures. The Contractor shall abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph

3.2.4.2 (In-process QC measures for “critical-coated surfaces).

4. NOTES

4.1 Definitions.

4.1.1 Fender Faying Surfaces. The fender faying surfaces are areas of the hull, mounting bars, and fender stops which come in contact with the fenders when the fenders are installed.

4.2 Related work items. Fendering System, Inspect.

16 (Rev-0)

17 (Rev-0)

63130_RDW_0714_45RBM

WORK ITEM 2: U/W Body, Preserve (100%)

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to preserve the U/W body surfaces.

1.2 Government-furnished property.

None

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 45 RB-M 631-001, Rev -, Painting Layout

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

OTHER REFERENCES

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1

(SSPC-SP 1), 2004, Solvent Cleaning

3. REQUIREMENTS

3.1 General.

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

3.2.3 Clean and inspect.

Not applicable.

18 (Rev-0)

Fathometer transducer surfaces

Sea valve openings

Water jet propulsion units

Zinc anodes (unless anodes are being renewed)

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std

Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the below-listed:

Water jet intake grating.

Water jet propulsion unit

3.2 Preservation requirements. The Contractor shall prepare and preserve the U/W body in accordance with Coast Guard Drawing 45 RB-M 631-001 and SFLC Std Spec 6310.

3.2.2 Surface preparation. The Contractor shall prepare the surface in accordance with the surface preparation method stated in Table I- Paint Schedule 45 RB-M and SFLC Std Spec 6310.

3.2.3 Clean and inspect. Upon completion of surface preparation and prior to coating application the Contractor shall clean and inspect the prepared U/W body aluminum substrate. Submit a

CIR.

3.2.3.1 The Contractor shall perform a visual inspection of the prepared U/W body aluminum substrate.

3.2.3.2 The Contractor shall solvent clean the prepared surfaces in accordance with SSPC-SP 1.

Capture, contain, and dispose of all wastes from solvent cleaning, in accordance with all Federal, state and local regulations.

TABLE I- PAINT SCHEDULE 45 RB-M (REF CGDWG 45 RB-M 631-001 PAINTING

LAYOUT)

EXTERIOR

SURFACES

TO BE

PRESERVED

SURFACE PREPARATION COATING SYSTEM DFT

(MILS

COLO

UNDERWATE

R BODY

(SALTWATER

BOATS)

NEAR WHITE BLAST PER

SSPC-SP10 WITH CLEAN,

FINE ALUMINUM OXIDE,

GARNET OR EQUIVALENT

INERT MATERIAL

CONFORMING TO CID A-A-

1) SEAGUARD 5000 HS

2) SEAGUARD 5000 HS

3) SEAVOYAGE COPPER

FREE AF – (MUST BE

Black

19 (Rev-0)

59316, TYPE I & IV WITH A

1.5-2.5 MIL ANCHOR

PROFILE

APPLIED WHILE EPOXY

IS STILL TACKY)

4) SEAVOYAGE COPPER

FREE AF

5) SEAVOYAGE COPPER

FREE AF

3.2.4 Preservation. The Contractor shall preserve the U/W hull using the coating system in Table

I- Paint Schedule 45 RB-M and in accordance with SFLC Std Spec 6310.

NOTE

Surfaces being preserved are considered “critical-coated surfaces”.

3.3 In-process quality control measures. The Contractor shall abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph

3.2.4.2 (In-process QC measures for “critical-coated surfaces”).

4. NOTES

4.1 Definitions.

4.1.1 U/W Body. The underwater body is defined as the aluminum hull surfaces from the bottom of the keel to the waterline, as shown on Coast Guard Drawing 45 RB-M 631-001.

4.2 Related work. Water Jet Preservation, Anode Renewal

20 (Rev-0)

TCTO_TP2000_3_63100_RSW_0414_45RBM

WORK ITEM 3: Tow Reel, Anchor Reel - Preserve

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to preserve the Tow

Reel and Anchor Reel listed in Table 2.

TABLE 1 – HULL APPLICABILITY

45601- 45699, 45702, 45704, 45706, & 45708

TABLE 2- TOW REEL & ANCHOR REEL LOCATION

ITEM DESCRIPTION LOCATION QTY

Tow Reel Aft Main Deck 1

Anchor Reel Forward Main Deck Compartment 1

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 45 RB-M 581-001, Rev -, Anchoring Handling and Stowage

System

Coast Guard Drawing 45 RB-M 582-002, Rev -, Mooring and Towing System

Coast Guard Drawing 45 RB-M 631-001, Rev -, Painting Layout

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

OTHER REFERENCES

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

21 (Rev-0)

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures - general. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std

Spec 0000, paragraph 3.3.5 (Interferences).

3.2 Requirement. The Contractor shall perform the following tasks in accordance with SFLC

Std Spec 0000, SFLC Std Spec 6310, Coast Guard Drawings and other references.

3.3 Tow Reel Removal. The Contractor shall remove the tow reel from the mounting base and remove the line from the reel and inspect. All fasteners, bushings, tow reel handle and locking pin shall be removed and stored for reinstallation. Submit a CFR.

3.4 Anchor Reel Removal. The Contractor shall remove the anchor reel from the mounting base and remove the line from the reel and inspect. All fasteners, bushings, anchor reel handle and locking pin shall be removed and stored for reinstallation. Submit a CFR.

22 (Rev-0)

FIGURE 1 – TOW REEL SURFACES TO BE PRESERVED, ANCHOR REEL SIMILAR

3.5 Surface Preparation.. The Contractor shall prepare the inside surfaces of the tow reel and anchor reel, as designated in Table 2, using a combination of the following procedures:

Take precaution to protect reel surfaces that are not to be brush blasted or painted.

Water jetting to a “SSPC-SP WJ-2/NACE WJ2, 2012 Water Jet Cleaning of Metals-

Very Thorough Cleaning”.

Brush Blast to bare metal with clean, fine aluminum oxide, garnet or equivalent inert material with a 1.5-2.5 mil anchor profile.

3.6 Substrate Inspection. After completion of surface preparation, the Contractor shall perform a visual inspection of the prepared substrate for damage to include but not limited to deformation and cracks. Submit a CFR.

3.7 Paint Application. The Contractor shall provide paint to meet MIL-PRF-24647 specification and follow manufacturer’s instructions and brush on the first coat of primer red paint to the tow reel and anchor reel inside surface areas. Allow adequate time for the paint to cure dry. Prepare all surfaces per manufactures instructions for the second coat of primer haze gray paint and apply, allowing sufficient time for the paint to cure and dry per manufacturer’s instruction. Remove all precautionary protective materials applied prior to brush blasting.

23 (Rev-0)

3.8 Silicone Renewal. The Contractor shall provide and install black marine grade silicone equal to 3M 051135-08028 on the tow reel mating surfaces, foundation tabs and all existing UHMW bushing surfaces.

3.9 Reel Installation(s). The Contractor shall install the tow reel and anchor reel with the fasteners saved during the removal process and install the tow and anchor line. The Contractor shall renew all nylock hex nut fasteners.

3.10 Government’s right for changing out tow/anchor line(s). The Contractor shall be aware that the Government reserves the right to furnish a new tow/anchor line(s) for the installation in place of the existing line(s). If the Government exercises this right, the Contractor shall dispose of the old line(s) in accordance with all applicable Federal, state, and local regulations.

4. NOTES

This section is not applicable to this Work Item.

24 (Rev-0)

63100_RDW_0714_45RBM

WORK ITEM 4: Water Jet Drive, Preserve

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to preserve the port and starboard water jet-drive units.

1.2 Government-furnished property.

None

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 5737, SWBS 247, Jun 2014, Water Jet – Model

FF375S

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

OTHER REFERENCES

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1

(SSPC-SP 1), 2004, Solvent Cleaning

3. REQUIREMENTS

3.1 General.

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

3.2.4 Clean and Inspect

Not applicable.

25 (Rev-0)

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std

Spec 0000, paragraph 3.3.5 (Interferences).

3.1.5 Operational test - initial. Prior to commencement of work, the Contractor shall witness

Coast Guard Personnel perform an initial operational test of the port and starboard water jet propulsion units to demonstrate existing operational condition. Submit a CFR.

3.2 Preservation. The Contractor shall preserve the port and starboard water jet-drive units in accordance with Table 1 - Paint Schedule External Water Jet Components and Table 2- Paint

Schedule Internal Water Jet components.

3.2.1 Disassembly. The Contractor shall verify disassembly of the port and starboard water jet drive units under to the below listed component level in order to facilitate “component preservation” in accordance with TP 5737.

Reversing Buckets

Steering Nozzles

Guide Vane Chambers

Impeller

Impeller Housing

Interceptors

Shaft

3.2.2 Pre-surface preparation wash. Accomplish low-pressure (less than 5,000 psi) fresh water wash of all affected surfaces, to remove soluble chlorides and other surface contaminants. Refer to SSPC-SP 1, for guidance.

3.2.3 Surface preparation. The Contractor shall prepare the external surfaces in accordance with the surface preparation method stated in Table 1, and the internal surfaces in accordance with the surface preparation method stated in Table 2 and SFLC Std Spec 6310.

3.2.4 Clean and inspect. Upon completion of surface preparation and prior to coating application, the Contractor shall clean and visually inspect the prepared port and starboard water jet-drive units’ aluminum substrate. Submit a CIR.

3.2.4.1 The Contractor shall solvent clean the prepared surfaces in accordance with SSPC-SP 1.

Capture, contain, and dispose of all wastes from solvent cleaning, in accordance with all Federal, state and local regulations.

TABLE 1- PAINT SCHEDULE EXTERNALWATER JET COMPONENTS

EXTERIOR

SURFACES

TO BE

SURFACE PREPARATION COATING SYSTEM DFT

(MILS)

COLOR

26 (Rev-0)

PRESERVED

Water jet drive

(saltwater boats)

Near white blast per SSPC-SP10 with clean, fine aluminum oxide, garnet or equivalent inert material conforming to CID A-

A-59316, Type I & IV with a

1.5-2.5 mil anchor profile

1) Seaguard 5000 HS

2) Seaguard 5000 HS

3) Seavoyage Copper Free AF

(must be applied while epoxy is still tacky)

4) Seavoyage Copper Free AF

5) Seavoyage Copper Free AF

TABLE 2- PAINT SCHEDULE INTERNAL WATER JET COMPONENTS

INTERNAL

SURFACES

TO BE

PRESERVED

SURFACE PREPARATION COATING SYSTEM DFT

(MILS

COLO

Water jet drive-intake tunnel and intake grid

(saltwater boats)

Near white blast per SSPC-SP10 with clean, fine aluminum oxide, garnet or equivalent inert material conforming to CID A-

A-59316, Type I & IV with a

1.5-2.5 mil anchor profile

1) Intershield 803

2) Intershield 803

3) Intershield 803

4) Seaguard 5000 HS

5) Seavoyage Copper Free AF

(must be applied while epoxy is still tacky)

5.0

4.0

3.2.5 Preservation. The Contractor shall preserve the external surfaces in accordance with the surface preservation method stated in Table 1, and the internal surfaces in accordance with the surface preservation method stated in Table 2 and SFLC Std Spec 6310.

3.2.6 Reassembly. Reassembly will be conducted by Coast Guard personnel under Industrial

Repair Contract.

NOTE

Surfaces being preserved are considered “critical-coated surfaces”.

3.3 In-process quality control measures. The Contractor shall abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph

3.2.4.2 (In-process QC measures for “critical-coated surfaces).

NOTE

Coast Guard personnel will operate all vessel machinery and equipment.

27 (Rev-0)

3.4 Operational test – post repairs. After completion of work, the Contractor shall thoroughly test, in the presence of the Coast Guard Inspector and demonstrate the port and starboard water jet propulsion units to be in satisfactory operating condition. Submit a CFR.

4. NOTES

4.2 Coast Guard personnel. Coast Guard personnel will operate all vessel machinery and equipment.

File details come from the government source that posted it. Updated Nov 14, 2017.