SAGINAW_SPECIFICATIONS.pdf

USCGC SAGINAW (WLIC 803)

SPECIFICATION FOR MINI-DOCKSIDE REPAIRS

FY2017

Developed By: Noel J Pamatian

(Rev-0, 08 August 2016)

USCGC SAGINAW (WLIC-160B) DOCKSIDE AVAILABILITY FY2017

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: Bulkhead and Windows, Renew WORK ITEM 2: Lead-Based Paint, 100% Abatement, Perform WORK ITEM 3: Weathertight Door Renew 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 160B-WLIC 103-003, Rev -, Booklet of General Plans Coast Guard Drawing 160B-WLIC 1602-02, Rev A, WT Doors, Scuttles & Manholes Sched Coast Guard Drawing 160B-WLIC-103-003, Rev -, Booklet of General Plans (ASC801001) Coast Guard Drawing 160B-WLIC-3301-6, Rev G, Joiner Plan (Saginaw 803 Only) Coast Guard Drawing 160-WLIC-1202-2, Rev A Type K-322-C Window & Type K-325-F Fixed

Windows Coast Guard Drawing 160-WLIC-338, Rev B, Cabin & P.H. Windows &Mn. Dk. Hse. B.M. No.338

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

MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness 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-SP 10/NACE No. 2, 2004, 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 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.

WORK

ITEM

MTI ITEM

DESCRIPTION

NSN/PN QTY ESTIMATED

COST

($/UNIT)

2 N Door, Weathertight, 30”x66” RH, flush, 2-dog, 12” fixed light

NSN: 2040-01-LG4-1630 1 ea. 3,000

2 N Door, Weathertight, 30” x 66” LH, flush, 2-dog, 12: fixed light

PN: CC-3233 1 ea. 3,000

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

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

***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter 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

This section is not applicable to this package.

viii (Rev-0)

PRINCIPAL CHARACTERISTICS

160' WLIC (B-CLASS), INLAND CONSTRUCTION TENDER

PHYSICAL

Length overall 160' 10" Depth (main deck at side to baseline) 10' 0" Maximum beam 30' 0" Height of highest fixed projection 40’ 0” (above keel) Height of highest projection with antenna mast extended

59’ 0” (above keel)

Frame spacing 1' 0" Full load draft 4' 7-1/2” LCF Draft Full load displacement 474.73 Long Tons (Fresh water) Shore tie voltage requirements N/A

HULL

Hull material Steel

MACHINERY

Number of propellers 2 Number of blades per propeller 4 Diameter of propeller 48" Pitch 44" fixed

RPM 475

Shaft diameter N/A

TANK CAPACITIES

Fuel tanks Fresh water tanks Lube oil

1 (Rev-0)

00000_0316_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) 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 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 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 conditionally exempt small quantity generator.

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

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

• National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.

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

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

3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public

3 (Rev-0) 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 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.

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:

3.7.1 SFLC Standard Specification 6310, Requirements for Preservation of Ship Structures.

3.7.1.1 SFLC Std Spec 6310, page C-2, Section C1.5.1. Change from "lead-containing paint as 0.06%" to "lead-containing paint as 0.009%".

4 (Rev-0)

3.7.1.2 SFLC Std Spec 6310, page 4, Section 2 References, Group- Other References. Add “The Society for Protective Coatings (SSPC) Paint Application Guide No. 11, 2008, Protecting Edges, Crevices, and Irregular Steel Surfaces by Stripe Coating”

3.7.1.3 SFLC Std Spec 6310, page Appendix C-6, add "Hempel Hempadur Multi-Strength GF 35870" with FED- STD-595 color "Black/Red" under ANTI-ABRASION COATING, ICE BREAKING CAPABLE VESSELS, <235’.

3.7.1.4 Standard Spec 6310, page Appendix A-7, Under "UNDERWATER (U/W) BODY/BOOT-TOP", Add line Column 1: Option for U/W Body and Boot-Top, Steel Hulls, <154', in Salt Water. Column 2: Blank. Column 3:

SSPC-SP 10/NACE NO. 2 using grit conforming to MIL-A-22262 / (1.5-3.5) - or - SSPC-SP WJ-2(M)/NACE WJ-2(M). Columns 4 and 5: Same as "U/W Body and Boot-Top, Aluminum Hull, High Speed (>30 knots)".

3.7.2 SFLC Standard Specification 0000 General Requirements.

3.7.2.1 SFLC Std Spec 0000, paragraph 1.3 ‘Acronyms and term definitions’, page 5, “PCL (Paint Containing Lead)” definition replaced by, “Any paint or coating containing lead in excess of 0.009 percent by weight (1.0 mg/cm2 or 90 ppm). Lead Based Paint (LBP) is an interchangeable term with PCL.”

3.7.2.2 Change Std Spec 0000 paragraph 3.2.4.2.3(QP 1 inspector or tech rep duties) bullet, “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph

3.1.19 of SFLC Std Spec 6310 (Critical drying time requirements)).” to “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.17 of SFLC Std Spec 6310 (Critical drying time requirements)).”

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)

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: ABRASIVE 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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:

8 (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: ABRASIVE 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):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Mean Reading (mils)

Mean Reading (mils) IAW ASTM DD4417).

9 (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)

10 (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.

1 AVG. BMR DEVIATION

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS, CONVENTIONAL SPRAY,

ROLLED)

AVERAGE DFT

11 (Rev-0)

S13_003_62511_WED_0214_00803

WORK ITEM 1: Bulkhead and Windows, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew areas of corroded bulkhead and renew windows and frames in the Galley and to renew areas of corroded bulkhead around windows in the DC shop and galley.

TABLE 1 – EXISTING AFT GALLEY WINDOWS

LOCATION QUANITY

Galley 24” x 30” Fixed Windows Similar to Kearfott Type K-325-F

9340-00-LG5-2032 (See B.M. No. 338 Item 8) 3 ea.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 160B-WLIC-103-003, Rev -, Booklet of General Plans

(ASC801001)

Coast Guard Drawing 160B-WLIC-3301-6, Rev G, Joiner Plan (Saginaw 803 Only) Coast Guard Drawing 160-WLIC-1202-2, Rev A Type K-322-C Window & Type K-325-

F Fixed Windows Coast Guard Drawing 160-WLIC-338, Rev B, Cabin & P.H. Windows &Mn. Dk. Hse.

B.M. No.338

COAST GUARD PUBLICATIONS

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

12 (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). Known interferences include, but are not limited to the below listed.

• Galley tables.

• False bulkheads.

• Insulation.

• Electrical outlets.

• Pantry

• Entertainment center

• Benches

• Cableways

• Piping

3.2 Window,window frame and bulkhead renewal. The Contractor shall crop out Windows, associated frames and approximately 4” to 6” of bulkhead around the openings for the following windows: 1-148-0, 1-148-1, and 1-148-2. Prepare surfaces and install new windows, associated frames and approximately 4” to 6” of bulkhead inserts around the openings.

3.3 Bulkhead renewal. The Contractor shall crop out Windows, associated frames and approximately 4” to 6” of bulkhead around the openings for the following windows: 1-67-2, 1- 80-1, 1-80-2, 1-89-1, 1-89-2, 1-135-1. Save the removed windows and associated window frames for re-installation. Prepare surfaces and install saved windows, associated frames and approximately 4” to 6” of bulkhead inserts around the openings.

3.4 Water hose test. The Contractor shall inspect and perform a water hose test of all affected boundaries in accordance with SFLC Std Spec 0740, Appendix C. Submit a CFR.

13 (Rev-0)

3.5 Touch-up preservation, general. The Contractor shall prepare and coat all new and disturbed exterior and interior surfaces, as applicable, to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, paragraph 3.1.13 (Touch-ups and minor coating repairs.)

4. NOTES

This section is not applicable to this work item.

14 (Rev-0)

S_63000_ESD_0515_SWIT

SYY_NNN_63000_100PrcntLdAsbstsCtngAbtmnt_AUT_MMYY_Hull#

WORK ITEM 2: Lead-Based Paint, 100% Abatement, Perform

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to abate lead-based paint (LBP) in location(s) identified in Table 1:

TABLE 1 - ABATEMENT LOCATIONS

COMPARTMENT AFFECTED LOCATIONS TOTAL SURFACE AREA

(APPROXIMATED SQFT)

Main Deck Weather Deck 584 01 Deck Weather Deck 909 02 Deck Weather Deck 716

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 160 WLIC 0103, 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 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

15 (Rev-0)

3.1.1 CIR.

None.

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

• 3.4 (Ultrasonic thickness (UT) measurement).

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near 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). Known interferences include, but are not limited to the below-listed:

• Piping

• Vents

• Light Fixtures

• Misc Deck Equipment

• Rudder Bearing Covers

• Scuttles & Hatches

• Small Boat Stand

3.1.5 Hazardous material disclosure. The Contractor shall be aware of the presence of lead in excess of 0.009 percent by weight (0.018 mg/cm2, or 90 ppm), in the existing primer coat(s) for the deck coating system.

3.1.6 Pre-and post abatement sampling - for non-affected spaces. Before and after completion of abatement job, the Contractor shall conduct lead dust wipe sampling and asbestos aggressive sampling in the non-affected location(s) listed in Table 2. Refer to sub-paragraph paragraph titled “Lead dust wipe sampling” and “Aggressive sampling – asbestos”, in SFLC Std Spec 0000, Appendix A or B, as applicable.

NOTES

1. Pre-abatement sampling for non-affected adjacent compartments is for the purpose of establishing baseline of initial condition.

2. Post-abatement sampling for non-affected adjacent compartments is for verifying whether or not contamination has occurred as a result of improper protective measures.

16 (Rev-0)

TABLE 2 - LEAD DUST WIPE AND ASBESTOS SAMPLING

COMPARTMENT # OF WIPE SAMPLES

Main Passageway 5

01 Deck Passageway 5 Pilothouse 5

Galley 5 Fidley 5

3.2 Abatement particulars. Accomplish LBP abatement requirements, as specified in SFLC Std Spec 000, Appendix A or B, and Coast Guard Drawing (s) identified in Section 2 for the surfaces identified in Table 1.

3.2.1 Be aware that surfaces to be abated also include all structural members associated with/adjacent to designated surfaces, in addition to lighting fixtures, pipe runs, and junction boxes.

NOTES

1. SFLC Std Spec 0000, Appendix A applies to availabilities performed at contractor operated (non-USCG) facilities; Appendix B pertains to work accomplished at USCG facilities.

2. Abatement specific requirements in Appendix A or B of SFLC Std Spec 0000 include, but are not limited to the following:

+ Additional protective measures + HAZMAT removal/surface preparation + Post-surface preparation clearance sampling and inspection + Lead dust clean-up + Waste disposal

3. If abatement work will be sub-contracted, the Prime Contractor is highly encouraged to seek out companies with a successful history of shipboard LBP and ACM abatement and containment. The Coast Guard has encountered several delays associated with Hazmat abatement to due to inexperienced contractors and/or sub-contractors, in addition to un-intended contamination of ship spaces by the spread of lead dust. Any additional contract costs caused by delays associated with abatement due to ineffective performance of a subcontractor or contamination of spaces will be borne by the Prime Contractor.

3.2.2 Post-abatement clearance, inspection, and cleaning – order of performance. After completion of surface preparation and removal of generated debris, perform the below-specified tasks, in the specific order provided.

3.2.2.1 Lead dust cleaning and wipe sampling. After satisfactory results of visual inspection, perform all tasks associated with lead dust cleaning and wipe sampling.

3.2.2.2 Substrate inspection. After satisfactory results of lead dust concentration have been achieved and before coating application, perform a visual inspection of the prepared substrate, 17 (Rev-0) and submit a CFR.

3.2.2.3 Surface coating. Prime and coat all affected surfaces 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); select and use the system specified for “Weather Decks Non- Skid, Broadcast Grit for Steel, Option I” in SFLC Std Spec 6310, Appendix A (Cutter and Boat Exterior Painting Systems).

3.2.2.4 Color selection. Select and use Gray (36076) as the finish/top coat color.

3.2.2.5 Nonskid exclusion. Do not apply non-skid aggregate 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.

• Over welds.

NOTES

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.

3.2.2.6 Non-skid surface appearance and texture. Ensure that the non-skid surface shall show continuous and reasonably uniform profile. Aggregate shall present a rough uniformly coarse appearance over the entire surface with no loosely bound clumps of particles.

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).

3.4 Ultrasonic thickness (UT) measurement. The Contractor shall take a total of 200 UT measurements in accordance with SFLC Std Spec 0740, Appendix C in locations designated by the Coast Guard Inspector and using Coast Guard Drawing 160 WLIC 0103, Rev A as guidance.

Submit a CFR/ CIR.

18 (Rev-0)

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

19 (Rev-0)

S13_002_16700_TSI _0615_803

WORK ITEM 3: Weathertight Door Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew the 01 Level Passageway (01-107-01-L) Weathertight Door (01-111-1) and Main Deck Passageway (1-94-2-L) Weathertight Door (1-104-2).

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY EST COST

($/UNIT)

N Door, Weathertight, 30”x66” RH, flush, 2-dog, 12” fixed light

NSN: 2040-01-LG4-

1630 1 ea. 3,000

N Door, Weathertight, 30” x 66” LH, flush, 2-dog, 12: fixed light PN: CC-3233 1 ea. 3,000

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 160B-WLIC 1602-02, Rev A, WT Doors, Scuttles & Manholes

Sched Coast Guard Drawing 160B-WLIC 103-003, 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 Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes

OTHER REFERENCES

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

Preparation Standard SSPC-SP 10/NACE No. 2, 2004, 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

MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness

20 (Rev-0)

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near 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). Known interferences include, but are not limited to the following:

• Structural closure and fittings.

• Gasket.

• Bulkhead insulation.

• Lockers.

• Joiner panels

• Ceiling tiles

• Cableways

• Piping

3.1.5 Hazardous material disclosure. The Contractor shall be aware of the presence of lead in excess of 0.009 percent by weight (0.018 mg/cm2, or 90 ppm), in the existing primer coat(s) for the bulkhead coating system.

3.1.6 Preservation, lead based paint (LBP) abatement, interior. The Contractor shall accomplish LBP abatement requirements, as specified in SFLC Std Spec 000, Appendix A or B, for the primer coat(s) for the overhead/bulkhead coating system surfaces

3.2 Fitting List. The fitting(s) to be renewed is/are listed in the Table 1 below. See the CG Dwgs above for location and details of each structural closure.

TABLE 1 – FITTINGS LIST

FITTING # ACCESSS TO COMPT SIZE DETAILS

01-111-1 Passageway (01-107-01-L) 30”x 66” Door, Weathertight, 30”x66” RH, flush, 2-dog, 12” fixed light

21 (Rev-0)

1-104-2 Main Passageway (1-94-2-L) 30”x 66” Door, Weathertight, 30”x66” LH, flush, 2-dog, 12” fixed light

3.3 Fitting removal particulars. The Contractor shall remove the existing watertight fitting as identified in Table 3.1. Scrap in accordance with local, state, and federal laws and regulations.

3.3.1 Remove and retain fixtures from fitting and retain for reinstallation on new fitting.

3.4 Fitting renew particulars. Renew structural closures, listed in Table 1, in accordance with Coast Guard Drawing 160B-WLIC 1602-2. Install new Government-furnished structural closures in place of the ones removed. Perform all necessary modifications to ensure a proper fit. Provide and install new gaskets and fasteners, as applicable, with the new installation, in accordance with

MIL-PRF-900.

NOTE

Prior to installing each fitting, the Coast Guard Inspector will confirm that the proper Government-furnished fitting is being used.

3.4.1 Install fixtures removed in paragraph 3.3.1 on new fittings, ensuring positioning is functionally correct.

NOTE

Closure securing latches, both integral to the closure or mounted to the ship's structures, may require modification or relocation to achieve proper functionality. These modifications include, but are not limited to, relocating securing latch fixtures, adjusting the position of the closure, or the fabrication and installation of a new securing device. Relocation and modification of securing latches will be at the direction of the Coast Guard Inspector.

3.5 Preservation. The Contractor shall preserve both sides of the new door including all disturbed surfaces, to match existing adjacent area as follows:

3.5.1 Surface preparation. Prepare surfaces as specified in Table II below, as applicable.

TABLE II – SURFACE PREPARATION

STEEL SURFACES ALUMINUM SURFACES

DOOR

EXTERIOR

SURFACES

SSPC-SP10/NACE No. 2, using grit conforming to MIL-A-22262 (1.5 to

2.5) -Or-

SSPC-SP WJ-2/NACE WJ-2.

Abrasive blast to bare metal with clean, fine aluminum oxide, garnet or equivalent inert material conforming CID A-A-59316, Type I

& IV (1.5-2.5).

-Or-

SSPC-SP WJ-2/NACE WJ-2.

DOOR

INTERIOR

SURFACES

SSPC-SP 3

Power tool clan, using non-metallic abrasive padding, to remove all coatings and contamination.

3.5.2 Surface coating. Prime surfaces, as specified in Table III below:

TABLE III – SURFACE COATING

22 (Rev-0)

STEEL SURFACES ALUMINUM SURFACES

DOOR

EXTERIOR

SURFACES

Apply coating system specified for “Freeboard/Superstructure/Mast Option

I”, in Appendix A (Cutter & Boat Exterior Painting Systems) of SFLC Std

Spec 6310.

Apply coating system specified for “Freeboard/Superstructure/Mast, Aluminum, Option I”, in Appendix A (Cutter & Boat Exterior Painting Systems) of SFLC Std Spec 6310.

DOOR

INTERIOR

SURFACES

Apply coating system specified for “Door, Joiner, Option I” in Appendix B

(Cutter and Boat Interior Painting Systems) of SFLC Std Spec 6310.

Apply coating system specified for “Door, Joiner, Option I” in Appendix B (Cutter and

Boat Interior Painting Systems) of SFLC Std Spec 6310.

CAUTION!

DO NOT PAINT KNIFE-EDGES, GASKETS, OR ANY MOVING

PARTS; INCLUDING DOGS, NUTS, WEDGES, SPINDLES,

YOKES, PACKING, CONNECTING RODS AND HINGE PINS.

3.6 Testing – post repairs. Upon completion of work, the Contractor shall accomplish the following tasks, and submit a CFR:

3.6.1 Boundary testing. Accomplish a chalk test and water hose test, in accordance with SFLC Std Spec 0740, Appendix C.

3.6.2 Operational test. Witness an operational test (by Coast Guard personnel) of the closure to prove satisfactory operating condition. In addition, ensure the following:

• Closures are properly secured, so as to prevent accidental or unintentional movement.

• Securing latches adequately engage closures and positively lock into place without excessive force or manipulation by the operator.

4. NOTES

4.1 Damage control markings. Coast Guard personnel will apply appropriate damage control decals onto all newly installed closure(s).