P30GPL_SCOPE_OF_WORK_BERTHOLF_(WMSL_418)_DS_FQ4_FOCSLE__HANGAR.pdf

USCGC BERTHOLF (WMSL 750)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2015

Developed By: Sarah E. Colmenero

(Rev 0, 20 April 2015)

USCGC BERTHOLF (WMSL-418) DOCKSIDE AVAILABILITY FY2015

ii (Draft-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: Tenting, Provide WORK ITEM 2: Decks Exterior Surface Preparation, Water Jet Only iii (Draft-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 (Draft-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 750 WSML 801-1, Rev - , Booklet of General Plans

Coast Guard Drawing 750 WSML 801-1, Rev A , Booklet of General Plans

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), 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

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

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

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

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

MIL-PRF-24667, Jun 2005, Coating system, Non-Skid, for Roll or Spray Application 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 (Draft-0)

QPL-24667, May 2006, Qualified Product List of Products Qualified under Performance Specification

MIL-PRF-24667, Coating system, Non-Skid, for Roll or Spray Application

The Society for Protective Coatings (SSPC) Paint Application Specification No. 1 (SSPC-PA Guide 1), 2004, Shop, Field, And Maintenance Painting of Steel

The Society for Protective Coatings (SSPC) Paint Application Specification No. 3 (SSPC-PA Guide 3), 1995, A Guide to Safety in Paint Application

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) Surface Preparation Specification No.11 (SSPC-SP 11), 2007, Power Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC) VIS 1, 2002, Guide and Reference Photographs for Steel

Surfaces Prepared by Dry Abrasive Blast Cleaning

The Society for Protective Coatings (SSPC) VIS 3, 2004, Guide and Reference Photographs for Steel

Surfaces Prepared by Power and Hand Tool Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Standard VIS 4 /NACE

VIS 7, 2001, Guide and Reference Photographs for Steel Surfaces Prepared by Waterjetting

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Standard VIS 5 /NACE

Vis 9, 2001, Guide and Reference Photographs for Steel Surfaces Prepared by Wet Abrasive Blast

Cleaning (SSPC-SP 6/NACE No. 3) and Near-White Blast Cleaning (SSPC-SP 10/NACE No. 2)

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

The Society for Protective Coatings (SSPC)/NACE Joint Surface Preparation Standard SSPC-SP

10/NACE No.2, 2007, Near-White Blast Cleaning vi (Draft-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 (Draft-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

This section is not applicable to this package.

viii (Rev-0)

PRINCIPAL CHARACTERISTICS

418' WMSL

PHYSICAL

Length overall 418' 0"

Length between perpendiculars 390' 0"

Maximum beam 54' 0"

Beam @ 01 level 47' 9-1/8"

Depth (01 level @ side to baseline) 39' 2-3/4"

01 deck camber foredeck 1/4" in 1'-0"

Minimum berth depth 20' 0"

Height of highest projection Approximately 119'

Draft, design 14.40'

Design displacement 3925 long tons

MACHINERY

Two diesel engines MTU 20V, 20-cylinder 9,730 SHP each

One gas turbine General Electric LM2500; 29,500 SHP

Type of propulsion CODAG

Electrical system 24 Volt DC

Two controllable pitch propellers Rolls-Royce 5 blade, 14' 0" diameter; 229 RPM max

Two reduction gears RENK

One cross connect gear RENK

HULL

Hull material 5086 Aluminum

HSLA-80 Steel

ABS EH 36 Steel

ABS AH 36

Frame spacing

FWD of FR 9 2' 3"

FR 9 to FR 10 6' 9"

FR 10 to FR 98 4' 1"

FR 98 to FR 99 3'-8"

ELECTRICAL

Power Three 1360 kW, 450 V, 60 Hz, 3 Phase, 1800 RPM Caterpillar 3512B diesel engines with Baylor ship service generators

Shore tie cable Seven MIL-C-24368/2 (NATO) shore power receptacles, 400 A each

TANK CAPACITIES

Diesel oil 220,359 gal

Fresh water 12,454 gal

JP-5 Fuel 35,182 gal

1 (Rev-0)

00000_0215_FLT

REC_00000_FLT_ Commercial Project @ CG Facility (1212)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel 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)_MI0360.3 (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

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 CFR, Jul 2013, Navigation and Navigable Waters

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

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

2 (Rev-0)

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.

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

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

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

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

3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with (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 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 not applicable.

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.

3 (Rev-0)

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.

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 Additional Requirements. 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.

3.5.6.3 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. None.

4 (Rev-0)

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:

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.

5 (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

6 (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 |

7 (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: ______________

8 (Rev-0)

9 (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

10 (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)

11 (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

12 (Rev-0)

61300_ENV_0613_FLT418' WMSL (ALL: I.E 750 – 751) (0211)

WORK ITEM 1: Tenting, Provide

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to protect work areas from the elements and protect the environment from project materials and processes during the completion of

Work Item: Exterior Decks, Preserve.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 750 WSML 801-1, Rev A , Booklet of General Plans

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

None

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 file://d05ms-mwebapps1/../sflc/ProductLineSpecs/SWBS%20ETC.pdf

13 (Rev-0) 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 Tenting. The Contractor shall tent the designated areas of the cutter while the cutter is dockside, during blasting and preservation operations. The tent shall be so constructed to prevent rain and snow from affecting normal repair operations, and be able to withstand severe inclement weather conditions.

The tent shall be outfitted with a re-sealable opening that will permit loading and unloading of equipment and supplies. The tent shall be set up in a way that it will not interfere with the blasting, preservation, or machinery removal and reinstallation operations.

3.2.1 The contractor shall provide and rig temporary tenting, as required, to protect exterior surfaces from inclement weather while undergoing preservation Additionally, tenting shall be used, as necessary, to protect the environment from possible contamination due to preservation work. The need for tenting will be established between the Contracting Officer and the Contractor prior to beginning preservation work.

Temporary enclosures erected for the completion of this work item may be left rigged overnight provided they do not block egress routes or ventilation. The area being preserved and requires tenting will be designated, and the contractor shall price, via Schedule B of the contract, the following potential scopes:

3.2.2 When the ambient condition parameters necessary for full paint cure or to meet environmental conditions, as required in SFLC Std Spec 0000 paragraph 3.1.4 (Ambient condition parameters) cannot be met, the Contractor shall provide the following.

Suitable ambient condition control equipment, which may include, but not be limited to the below-listed, to create and maintain ambient conditions recommended by the coating system’s manufacturer, and facilitate successful coating application and curing.

AC system.

Heaters.

Blowers.

Dehumidifiers.

3.2.3 Submit an ambient condition control plan to the COR within 24 hours prior to initiating ambient condition control process.

3.2.4 Requirements to use A/C systems, heater, blowers or dehumidifies shall be covered as a contract modification to the basic item.

3.3 Touch-up preservation, general. The Contractor shall prepare and coat all new and disturbed exterior and interior surfaces to match existing adjacent surfaces in accordance with SFLC Std Spec 6310.

4. NOTES

This section is not applicable to this work item.

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63121_Dks_Ext_0712_FLT

REC_63120_Dks_Exterior_FLT_418' WMSL (ALL: I.E 750 – 751) (0211)

WORK ITEM 2: Decks Exterior Surface Preparation, Water Jet Only

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to preserve the following exterior deck surfaces, shown on Coast Guard Drawing 750 WSML 801-1. The concerned work areas include all weather decks as defined below, including a six inch dado up all adjacent vertical surfaces.

The exact work area shall be designated by individual Delivery Orders and the contractor shall price each of the areas as listed below:

01 Level: FOCSLE – 3900 square ft

01 Level: HANGAR PATCH--2 square feet

Surface preparation methods shall be limited to water jetting only to reduce ambient noise levels during the performance of the work. Minor areas may be power tool cleaned, but these areas shall be limited to

100 sq. ft.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 750 WSML 801-1, Rev - , Booklet of General Plans

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

MIL-PRF-24667, Jun 2005, Coating system, Non-Skid, for Roll or Spray Application

QPL-24667, May 2006, Qualified Product List of Products Qualified under Performance

Specification MIL-PRF-24667, Coating system, Non-Skid, for Roll or Spray Application

The Society for Protective Coatings (SSPC) Paint Application Specification No. 1 (SSPC-PA

Guide 1), 2004, Shop, Field, And Maintenance Painting of Steel

15 (Rev-0)

The Society for Protective Coatings (SSPC) Paint Application Specification No. 3 (SSPC-PA

Guide 3), 1995, A Guide to Safety in Paint Application

The Society for Protective Coatings (SSPC)/NACE Joint Surface Preparation Standard SSPC-SP

10/NACE No.2, 2007, Near-White Blast 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

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP

11), 2007, Power Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC) VIS 1, 2002, Guide and Reference Photographs for

Steel Surfaces Prepared by Dry Abrasive Blast Cleaning

The Society for Protective Coatings (SSPC) VIS 3, 2004, Guide and Reference Photographs for

Steel Surfaces Prepared by Power and Hand Tool Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Standard VIS 4

/NACE VIS 7, 2001, Guide and Reference Photographs for Steel Surfaces Prepared by

Waterjetting

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Standard VIS 5

/NACE Vis 9, 2001, Guide and Reference Photographs for Steel Surfaces Prepared by Wet

Abrasive Blast Cleaning (SSPC-SP 6/NACE No. 3) and Near-White Blast Cleaning (SSPC-

SP 10/NACE No. 2)

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Technical representative.

Not applicable.

3.1.3 Protective measures. The Contractor shall protect 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). Specific areas/equipment/components to be protected include, but are not limited to:

Adjacent vertical (beyond what is specified in paragraph 3.3.1 (System particulars)).

Ventilation intakes.

Deck fittings.

Deck equipment.

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3.1.3.1 Throughout the course of this work item zero emission of paint chips, paint and other debris is allowed into the water surrounding the cutter. The Contractor shall erect a barrier around the perimeter of the work to contain all work by-products. No welding of stanchions or braces to the cutter is allowed for supporting this barrier. The attached sketch shows one such barrier for the fantail of the 378 class cutters.

It may be used as an example for other areas and other classes.

3.1.3.2 Remove, mask off, plug or otherwise protect all interferences. Obtain verification from the Coast

Guard Inspector for protection measures.

3.1.3.3 All deck drains shall be plugged during this work item. Verify that all deck drains are clear before plugging the drains.

3.1.3.4 Close all weather tight doors in the vicinity of the work area or install double curtain baffles at the entrance of each access door where airborne contamination could occur during surface preparation and painting. Install a dirt collection mat on the deck directly inside each door.

3.1.3.4.1 Inspect the integrity of the protective covering at the beginning of each shift in which surface preparation and/or painting will be accomplished. Ensure that equipment and machinery have not been infiltrated by contamination.

3.1.3.4.2 Due to the severe effects of contamination on electronics equipment, if preservation work is conducted within the vicinity of the bridge, all electrical and electronic equipment on the bridge and inside of the pilot house shall be covered, masked off, and sealed.

3.1.3.5 Tenting of the affected areas to protect against inclement weather and additional environmental controls as described in SFLC Std Spec 6310, Section 3.1.4 and Section 3.1.5 shall be covered in a separate specification item of this contract package if required. The contractor shall continue to be required to protect ship’s equipment from grit blast damage and to contain any dust or debris generated by this work item even if tenting requirements are not invoked.

3.1.4 Interferences. The Contractor shall be aware that interferences in way of work include, but are not limited to the below-listed. Handle all interferences in accordance with SFLC Std Spec 0000, paragraph

3.3.5 (Interferences):

None.

3.1.5 Surface preparation water quality. The Contractor shall ensure that water in all surface preparation tasks, including pre-surface preparation wash and waterjetting is of sufficient purity and quality that it does not prevent the surface being cleaned from achieving the required degree of surface cleanliness or nonvisible contamination criteria. Ensure that surface preparation water does not contain sediments or other impurities that are destructive to the proper functioning of the cleaning equipment.

3.2 Surface preparation optional methods. The Contractor shall use high/ultrahigh pressure water Jetting to achieve the required surface preparation, prior to application of the coating system specified in 3.3

(Preservation requirements). For smaller areas, such as the 100 sq. ft. area listed, the contractor may elect to use power tool cleaning. The Contractor may add abrasives to the waterjet stream, for one or both of the following reasons:

Achieving greater productivity.

Achieving the required surface profile.

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NOTE

Waterjetting without abrasive addition does not provide any additional anchor profile to the surface, beyond what was present after the previous surface preparation.

3.2.1 Pre-surface preparation wash. Prior to accomplishing surface preparation, accomplish low-pressure

(less than 5,000 psi) fresh water wash of all affected surfaces, to remove soluble chlorides and other surface contaminants. Capture, contain, and dispose of wash water for proper disposal in accordance with all Federal, state and local regulations.

3.2.2 Surface Preparation. Prepare the designated surface as described in SFLC Std 6310, Appendix A

Weather Deck Non Skid MIL-SPEC Coating for Steel or Aluminum and as described below.

3.2.2.1 Abrasive Blasting Surface Preparation (Option 1). Abrasive blasting shall not be allowed due to noise restrictions in the work area.

3.2.2.2 Ultrahigh Pressure Water Jet Surface Preparation (Option 2).

3.2.2.2.1 The contractor shall ultrahigh pressure water jet blast the designated area including deck tie down fittings to a Near White Metal Finish in accordance with SSPC-SP WJ-2. Power tool clean all deck edges, fittings, and deck coamings in accordance with SSPC SP-11.

3.2.2.2.2 After completion of water jet blasting, remove all dust, dirt, blast residue, grease, oil and other contaminants from the entire work area.

3.2.2.3 Power Tool Cleaning (Option 3). Power tool cleaning shall be limited to areas smaller than 100

sq. ft.

3.2.2.3.1 Prior to any surface preparation, remove all visible oil, grease, soil, drawing and cutting compounds, and other soluble contaminates from the work area surfaces in accordance with SSPC SP-1.

This work should be accomplished during the pre-surface preparation wash.

3.2.2.3.2 Prepare the steel work areas to near white metal in accordance with SSPC SP-11. Do not use power wire brushes.

3.2.2.3.3 After completion of blasting, remove all dust, dirt, blast residue, grease, oil and other contaminants from the entire work area.

3.2.3 Substrate inspection. After completion surface preparation and before coating application, the

Contractor shall perform the following inspections of the prepared substrate, and submit a CFR.

3.2.3.1 Surface Cleanliness Evaluation. In the presence of the Coast Guard Inspector, compare the surface cleanliness level of all prepared steel work areas to SSPC-VIS-1 to verify that the surface meets the required SSPC SP 10 cleanliness level for abrasive blasted surfaces and SSPC-VIS 4/NACE VIS 7 for water jetted surfaces and SSPC-VIS 3 for power tool cleaned surfaces.

3.2.3.2 Soluble Salt Conductivity Measurements. The contractor shall conduct chloride testing as described in SFLC Std Spec 6310, para 3.1.8.4 to verify that no surface contaminants remain.

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3.2.3.2.1 The maximum allowable contamination concentrations shall be less than 70 microsiemens/cm of chloride contaminants as describe in SFLC Std Spc 6310, para 3.1.8.5.

3.2.3.2.1.2 If contamination is found, additional water washing shall be performed. Additional tests shall be made as necessary to determine the extent of contamination and to prove the success of remediation.

CAUTION

Experience has shown that several areas have municipal water supplies which are of too high a salinity content to pass the required cleanliness standards.

Contractors in these areas shall be required to conduct a final wash using demineralized water to pass salinity standards.

3.2.3.3 Hydrocarbon Substance Removal. Verify all hydrocarbons have been removed from the surface as described in paragraph 3.1.8.6 of SFLC Std Spec 6310.

3.2.3.4 Substrate Profile Measurements. In the presence of the Coast Guard Inspector and the Technical

Representative, take and record surface profile readings as described in SFLC Std Spec 6310. Take three

(3) surface profile readings for every 100 sq. ft. of work area for the first 500 sq. ft. If the readings are consistent, only one reading every 100 sq. ft. need to be taken thereafter. Submit the results and surface profile tapes to the Coast Guard Inspector. The surface profile shall be within the manufacturer’s recommendations. If no recommendation exists, the profile shall be a minimum of 4.0 and a maximum of

6.0 mils. Submit the results as a CFR.

3.2.3.4.1 If the surface profile does not meet minimum anchor recommendations, a contract modification may be issued to correct the problem.

3.2.3.4.2 If the surface profile exceeds 6.0 mils the contractor shall include in his CFR the recommendations to increase the amount of primer to be applied to the deck surfaces.

3.2.4 Flash Rusting/Surface Oxidation Limitations.

3.2.4.1 For surfaces prepared by water jetting, the rust must be tight and adherent , and not exceed the

WJ-2/L requirements. Moderate flash rusting WJ-2M as described in SFLC Std Spec 6310 will not be allowed.

3.2.4.2 For surfaces prepared by abrasive blasting, the rust or oxidation must be completely removed.

3.3 Preservation requirements – “Nonskid Flight Deck” system”.

3.3.1 System particulars. The Contractor shall prepare and coat the deck surfaces designated in the individual Delivery Order, including bitt and chock foundations, machinery rack guards and machinery foundations, hatches and hatch guards, stanchion sockets, vent pipes, angle coaming area, and approximately six inches up all adjacent vertical surfaces (as applicable); use the system specified for

“Weather Deck (Weather Deck, Non-Skid, MIL-SPEC Coating for Steel or Aluminum, Type V”, in

SFLC Std Spec 6310, Appendix A (Cutter and Boat Exterior Painting Systems).

3.3.3.1 The coating system will be complete as follows:

Primer Coat.

Stripe Coat Welds and Seams.

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Intermediate Coat.

Non-Skid.

The contractor shall apply the intermediate coat. It is not to be considered as optional.

3.3.3.2 The contractor shall apply the first coat, then shall stripe coat all edges and weld seams as described in SFLC Std Spec 6310. Stripe coat shall be of a different color than the primer coat. After the stripe coat has been applied, then the remaining components of the coating system shall be applied. Areas requiring stripe coating include:

Features in the freeboard, superstructure, underwater body, and main deck surfaces:

Bulwarks.

Ladder Rungs.

Port lights.

Doubler Plates.

Hawse Piping.

Spray rails.

Rub Rails.

Cocks and cleats.

Deck machinery and fittings.

Hull markings (i.e. draft marking, emblems locators. . . ).

Vents and overboard discharges.

Stiffeners, supports, and brackets.

Detacouples.

Foot/hand holds (including inaccessible areas, such as back side of piping, underside of I beams), and other mounting hardward (non-flat surfaces).

3.3.2 Non-skid coating color selection. Select a Gray (36076) non-skid system color.

3.3.2.1 Non-skid exempted areas. Apply top color coating only (do not apply non-skid topcoat) over vertical surfaces, and the following areas:

Within two inches of deck fittings, hatches, welds, and protrusions.

Within six inches of deck coaming, bulkheads, and deck edges.

Within six inches of all deck edges and bulkheads.

Within two inches of deck foundations (two inches measured from outermost portion of foundation, for example, foundation brackets on anchor windlass).

Over deck fittings.

Over waterways.

3.3.3 Low temperature cure system. If a Change Request has been authorized and released, the

Contractor shall apply a low temperature cure system, conforming to MIL-PRF-24667, Type VIII, Composition G. Ensure that top color coating is a silicone alkyd enamel product, recommended by the nonskid coating system manufacturer, in lieu of the polyurethane-based coating listed on QPL-24667.

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NOTES

1. The low temperature system is only authorized for application at temperatures between 35-45 degrees F.

2. Primer, non-skid, and color coatings must be procured as part of a system kit from the system’s manufacturer or supplier.

3.3.4 Flexible membrane system. If a Change Request has been authorized and released, the Contractor shall apply the MIL-PRF-24667, Type III, Composition G system, with the intermediate membrane.

NOTE

The Type III non-skid system with the intermediate membrane should only be used over deck surfaces that undergo a great deal of flexing, or over uneven deck surfaces where flatness is required.

3.4 Non-skid surface appearance and texture. The Contractor shall ensure that the non-skid surface shall show a pattern of peaks and ridges. The ridge profile shall be continuous and reasonably uniform. Peaks and ridges shall be generally in the same direction (fore and aft), approximately ½ to 1 inch apart, and approximately 1/16 to 3/32 inches high. All weld seams shall be cross-rolled from a minimum of 3 inches on either side of the weld.

3.4.1 The contractor shall restore all previously existing danger marking and any other deck markings which were in place on top of the non-skid. Use appropriate colors following guidance in SFLC Std Spec

6310.

3.5 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 AND CAUTION!

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

2. Unless a containment system is used to contain surface preparation dust and debris and coating application overspray during pier side/dockside preservation, the following must be adhered to:

a. All surface preparation tools/equipment must vacuum-shrouded.

b. Coatings must be applied by brushing or rolling.

3.5.1 The contractor and the Coast Guard Inspector shall jointly inspect the coating application at the critical points below. Perform the inspections following guidance in SFLC Std Spec 0000.

After completion of surface preparation.

After application of the primer coat.

After application of the first stripe coat.

After application of intermediate coat.

After application of non-skid.

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3.5.2 Before the start of production application of any non-skid coating, a test patch will be applied. This test patch will be agreeable to the Coast Guard Inspector and will stand as a “texture and profile” standard for the entire job.

3.6 Restoration.

3.6.1 Restore all interferences to their original condition in accordance with the General Requirements.

3.6.2 Upon completion of preservation, clean out deck drains, remove drain plugs and demonstrate to the

Coast Guard Inspector that all drains run free and clear.

4. NOTES

4.1 Definition of coaming. Vertical raised sections of deck plating around an opening that provide a frame and/or deflect water, such as around a hatch or gooseneck.