49408_(BUSL_49)_DD_FQ3_ANP_19R0.pdf

USCG 49408 (BUSL 49)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2019

Developed By: Armando Perez

(Rev-0, 15 October 2018)

USCG 49408 (BUSL-49) UW BODY AVAILABILITY FY2019

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: Bilges, Preserve WORK ITEM 2: Deck (Foredeck), Preserve 100% WORK ITEM 3: Hull Identification Markings, Apply WORK ITEM 4: Decks – Exterior (Buoy), Preserve 100 Percent WORK ITEM 5: Hull Plating Freeboard, Preserve “100%” WORK ITEM 6: Superstructure, Preserve 100 Percent WORK ITEM 7: Deck Covering System, Pilothouse, Renew WORK ITEM 8: Drydock WORK ITEM 9: Temporary Services, Provide WORK ITEM 10: Sea Trial Performance, Support, Provide WORK ITEM 11: U/W Body, Preserve (100%) 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.

[Type here] 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 the 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 – from links located on the SFLC website. Commercial sites provide access to their respective documents.

COAST GUARD DRAWINGS

Coast Guard Drawing 49A BUSL 085-002, Rev A, Hull Lines & Offsets

Coast Guard Drawing 49A BUSL 085-003, Rev A, Docking Plan

Coast Guard Drawing 49A BUSL 529-001, Rev D, Bilge System

Coast Guard Drawing 49A BUSL 601- 003, Rev D, Outboard Profile and Main Deck

Coast Guard Drawing 49A BUSL 601-003, Rev D, Outboard Profile & Main Deck Arrangement

Coast Guard Drawing 49A BUSL 601-003, Rev D, Outboard Profile and Main Deck Arrangement

Coast Guard Drawing 49A BUSL 602-001, Rev C, Hull LBL Plates/Marks

Coast Guard Drawing 49A BUSL 631- 001, Rev F, Painting Schedule

Coast Guard Drawing 49A BUSL 631-001, Rev F, Painting Schedule

Coast Guard Drawing 49A BUSL 634- 001, Rev B, Deck Covering Schedule

Coast Guard Drawing 49A-BUSL-634-001, Rev. C, Deck Covering Schedule

Coast Guard Fleet Drawing FL 2804-12, Rev -, U.S.C.G. Emblem

Coast Guard Fleet Drawing FL 2804-22, Rev-, Consolidated Visual ID for Cutters

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

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2014, Install Interior

Deck Covering Systems

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2014, Drydocking

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary

Services

[Type here] v (Rev-0)

OTHER REFERENCES

MIL-DTL-15562G, May 1996, Matting or Sheet, Floor Covering, Insulating for High Voltage

Application

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2015, Solvent Cleaning

The Society for Protective Coatings (SSPC), Surface Preparation Standard SSPC-SP 1, November 2004, Solvent Cleaning

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

Standard SSPC-SP 10/NACE No. 2, July 2012, Near-White Blast 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.

*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

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

PRINCIPAL CHARACTERISTICS

49’ BUSL

PHYSICAL

Length overall 49’ 7”

Depth (main deck at side to baseline) N/A

Maximum beam 16’ 10”

Height of highest projection (above

DWL)

15’

Frame spacing N/A

Full load draft 5’ 7”

Full load displacement 31.65 Long tons

Shore tie voltage requirements 120v

HULL

Hull material

MACHINERY

Number of propellers 2

Number of blades per propeller 4

Diameter of propeller 31”

Pitch 22” fixed

RPM 2300

Shaft diameter N/A

TANKS

1 (Rev-0)

00000_0917_FLT

REC_00000_FLT_Boats @ Commercial Facility (0914)

General Requirements

1. SCOPE

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

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

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

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

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) 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

2 (Rev-0) 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 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 Contractor operated (non USCG) facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at

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

3.5.2 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 (Rev-0)

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 A, Requirements For

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

3.6 Local Policy.

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

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

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

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

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

3.7 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%".

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”

4 (Rev-0)

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)".

3.7.1.5 SFLC Std Spec 6310, page Appendix C-8, Under "Epoxy/Primer/Mid-Coat", add line Column 2:

International Intergard 264. Column 3: Various. Under "Polysiloxane", add line Column 2: International Interfine

979. Column 3: Various.

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)

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.

1 AVG. BMR DEVIATION

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS, CONVENTIONAL SPRAY,

ROLLED)

AVERAGE DFT

12 (Rev-0)

11021_RSW_0114_49BUSL

WORK ITEM 1: Bilges, Preserve

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to preserve the vessel’s bilge system as directed by the COR.

1.1.1 Remove greywater tank in the Galley and preserve the bilge from frames 4 to 6.

1.1.2. Remove fresh water tank in the Engine Room and preserve the bilge from keel to starboard bulkhead.

1.1.3 Preserve Lazarette’s bilge.

TABLE 1 – VESSEL BILGES

LOCATIONS

Workshop/Galley

Machinery Space

Lazarette

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 49A BUSL 529-001, Rev D, Bilge System

Coast Guard Drawing 49A BUSL 631-001, Rev F, Painting Schedule

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

13 (Rev-0)

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 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 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):

Deck Gratings.

Deck Plates.

Piping.

Any fixed equipment.

3.2 Preservation. The Contractor shall preserve the bilge in the spaces listed in Table 1 as direct by the COR, in accordance Coast Guard drawings and SFLC Standard Specifications as listed.

Submit a CFR.

4. NOTES

4.1 Related Work Item . Bilges, Inspect

14 (Rev-0)

63100_RSW_0515_49BUSL

WORK ITEM 2: Deck (Foredeck), Preserve 100%

1. SCOPE

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

Foredeck.

1.2 Government-furnished property.

None.

2. REFERENCESDeck

COAST GUARD DRAWINGS

Coast Guard Drawing 49A BUSL 601- 003, Rev D, Outboard Profile and Main Deck

Coast Guard Drawing 49A BUSL 631- 001, Rev F, Painting Schedule

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.

15 (Rev-0)

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, 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 Coating System. The Contractor shall apply the coating in accordance with the applicable

Coast Guard Drawing 49A BUSL 631-001, Rev F- System 8B,8C and 8D and SFLC Standard

Specification 6310 Weather Decks, from Water Tight Bulkhead 5 (WTRTT BHD 5) port and starboard side to the forward most part of the deck which is forward of the Forepeak Access

Hatch.

NOTE

1. Inorganic zinc paints cause metal fume fever when cut or burned with a torch.

2. Do not apply inorganic zinc to water-jetted surfaces.

3. A mist coat is 1.0-2.0 mils (wet film thickness) of paint applied to promote adhesion or compatibility between unlike materials for spray applications only.

4. For broadcast grit non-skid systems, spread #8-16 Garnet or MIL-

A-22262 Inert Abrasive Grit over the last polysiloxane or epoxy coat when wet. Let it dry for 8 hours and sweep off the excess. Then apply polysiloxane or MIL-PRF-24635 Silicone Alkyd Enamel topcoat.

5. The Polysiloxane System shall be used for all new construction. The silicone alkyd system should only be selected for maintaining an existing silicone alkyd system or as a lower cost option when superior performance is not a requirement.

4.1 Related Work Item. Decks – Exterior (Buoy), Preserve 100 Percent

16 (Rev-0)

63100_RSW_0214_49BUSL

WORK ITEM 3: Hull Identification Markings, Apply

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to apply hull identification markings as listed in Table 1.

NOTE

Hull Identification Markings possible avenues of availability are through Federal Prison Industries (817) 413-3206, or Brace

Enterprises (954) 723-0435

TABLE 1 – HULL IDENTIFICATION MARKINGS

ITEM DESCRIPTION SPACE QTY

USCG LOGO Bow fwd Port & Stbd side 2 ea

HULL NUMBERS Bow fwd Port & Stbd side 2 ea

HULL NUMBERS Stern 1 ea

“U.S. COAST GUARD” LEGENDS Port & Stbd side 2 ea

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 49A BUSL 602-001, Rev C, Hull LBL Plates/Marks

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

None

17 (Rev-0)

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

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

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

Spec 0000, paragraph 3.3.5 (Interferences).

3.2 Remove existing markings. The Contractor shall remove the existing letters, symbols or stripes in accordance with SFLC Std Spec 6310.

3.3 Apply new markings. The contractor shall renew the hull identification markings in accordance with Coast Guard Drawing 49A BUSL 602-001.

4. NOTES

4.1 Marking location. The markings described in this work item are found on the freeboard area of the hull.

18 (Rev-0)

63121_AKP_0215_49BUSL

WORK ITEM 4: Decks – Exterior (Buoy), Preserve 100 Percent

1. SCOPE

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

Deck surfaces and apply slip resistant (non-skid) pads.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 49A BUSL 631- 001, Rev F, Painting Schedule

Coast Guard Drawing 49A BUSL 634- 001, Rev B, Deck Covering Schedule

COAST GUARD PUBLICATIONS

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

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

OTHER REFERENCES

The Society for Protective Coatings (SSPC), Surface Preparation Standard SSPC-SP 1, November 2004, Solvent Cleaning

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

Preparation Standard SSPC-SP 10/NACE No. 2, July 2012, Near-White Blast

Cleaning

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

19 (Rev-0)

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.

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

3.1.3.2 Protective measures - environmental. The Contractor shall abide by all applicable environmental protection tasks as specified in SFLC Std Spec 0000, Appendix A or B

(Requirements for Environmental Protection) as applicable.

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).

Buoy Handling A-Frame(s)

Aton Box(s)

Work Bench(s)

Winch(s)

Access Hatch(s)

Chain Stopper

NOTE

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

3.2 Preservation. The Contractor shall accomplish the following tasks:

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

3.2.2 Surface preparation. The Contractor shall prepare the deck surfaces in accordance with the surface preparation method listed in Table 1- Paint Schedule 49 BUSL.

3.2.3 Clean and inspect. Upon completion of surface preparation and prior to coating application the Contractor shall clean and inspect the prepared buoy deck steel substrate. Submit a CFR.

3.2.3.1 The Contractor shall perform a visual inspection of the prepared buoy deck steel substrate.

20 (Rev-0)

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

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

3.2.4 Surface preservation. The Contractor shall preserve the deck surfaces in accordance with the coating systems listed in Table 1- Paint Schedule 49 BUSL, using Contractor provided material.

NOTE

The safety markings are alternating yellow and black stripes at 45 degrees to the bulwark for a distance of two feet.

TABLE 1- PAINT SCHEDULE 49 BUSL (REF DWG 49 A BUSL 631-001)

EXTERIOR SURFACES

TO BE PRESERVED

SURFACE

PREPARATION

COATING

SYSTEM

DFT

(MILS)

COLOR

WORK DECK

*Starting 16 inches forward of FR 04 then aft to the stern*

**With Safety Markings –

Marking start at a point 24 inches forward of the chain stopper then aft to the stern**

SSPC-SP 10/NACE NO.

2 using grit conforming to MIL-A-22262 / (1.5-

2.5)

1) Inorganic Zinc

Safety Markings on Inorganic

Zinc Buoy Deck:

1) Polysiloxane

2) Polysiloxane

- or –

1) High Build

Epoxy

2) High Build

Epoxy

3) MIL-PRF-

24635 Silicone

Alkyd, Type II, Cl. 1

3.0-4.0

Mist

Coat

5.0-6.0

5.0-6.0

2.0-3.0

Gray or (Gray -

Green is acceptable)

Safety Markings, Alternating

Stripes – (Yellow

13538, Black

17038)

WORK DECK

**Starting 16 inches forward of FR 04 then fwd to the bulkhead**

SSPC-SP 10/NACE NO.

2 using grit conforming to MIL-A-22262 / (1.5-

2.5)

1) Zinc Rich

Primer-

Polysiloxane

System

2) Polysiloxane

3) Polysiloxane

4) MIL-PRF-

24667 Type XI, Comp. PS Non-skid

5) Edge Sealing

Compound

-or-

1) Zinc Rich

Primer-

Polysiloxane

System

2) Epoxy

Primer/Mid-Coat

- Polysiloxane

5.0-6.0

Same as above.

21 (Rev-0)

Sys

3) Polysiloxane

4) MIL-PRF-

24667 Type XI, Comp. PS Non-skid

5) Edge Sealing

Compound

-or-

1) Epoxy

Primer/Mid-Coat

- Polysiloxane

Sys

2) Epoxy

Primer/Mid-Coat

- Polysiloxane

Sys

3) Polysiloxane

4) MIL-PRF-

24667 Type XI, Comp. PS Non-skid

5) Edge Sealing

Compound

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

3.3 Slip resistant (non-skid) sheets. The Contractor shall install slip resistant (non-skid) sheets using Contractor-furnished sheets, and edge sealer compound, in accordance with manufacturer’s instructions. Reference Coast Guard Drawing 49A BUSL 634-001 for correct placement of slip resistant (non-skid) sheets and SFLC Std Spec 6310, Appendix C, paragraph C6.2 for vendor information.

3.3.1 Application. The Contractor shall apply the slip resistant sheets as follows:

Slip resistant sheet material shall be applied to within approximately 2 inches of deck fittings and protrusions and to within approximately 5 inches from coaming and deck edges.

No more than approximately 3 inches shall separate adjacent pieces on all work and traffic areas.

Avoid applying slip resistant sheet material over raised weld seams.

3.4 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).

22 (Rev-0)

4.1 Related Work Item. Buoy Handling Equipment (Level 2 and 3) Maintenance, Perform

23 (Rev-0)

63140_0617_FLT

REC_63140_100Prcnt_FLT_49’ BUSL (ALL) (1215)

WORK ITEM 5: Hull Plating Freeboard, Preserve “100%”

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to preserve 100% of the freeboard surfaces defined in 4.1 Definition of freeboard surfaces.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 49A BUSL 601-003, Rev D, Outboard Profile & Main Deck

Arrangement

Coast Guard Fleet Drawing FL 2804-12, Rev -, U.S.C.G. Emblem

Coast Guard Fleet Drawing FL 2804-22, Rev-, Consolidated Visual ID for Cutters

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.

24 (Rev-0)

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, remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

3.1.3.1 Apply protective measures as specified in SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection) to the following components, spaces and equipment:

Areas where underwater body coating system interfaces with freeboard coating system (unless u/w body surfaces are also being preserved).

Adjacent deck surfaces and deck fittings.

Wood fenders.

Buoy Deck wood covering.

Port and starboard deck lockers.

Deck equipment.

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:

None.

3.2 Initial inspection. Prior to removing the existing coating system, the Contractor shall inspect and verify whether or not all hull identification numbers and letters have permanent markings

(weld beads or impressions), showing their location on the hull. Submit a CFR.

3.3 Surface preparation optional methods. The Contractor shall have the option of using either high/ultrahigh pressure water Jetting or abrasive blasting to achieve the required surface preparation, prior to application of the coating system specified in 3.6 (Preservation requirements). 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.

NOTE

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

3.4 Substrate inspection. After completing surface preparation and before coating application, the Contractor shall perform a visual inspection of the prepared substrate, and submit a CFR.

3.5 Pre-surface preparation wash. The Contractor shall accomplish low-pressure (less than 5,000 psi) fresh water wash of all affected surfaces, to remove soluble chlorides and other surface

25 (Rev-0) contaminants. Capture, contain, and dispose of wash water for proper disposal in accordance with all Federal, state and local regulations.

3.6 Preservation requirements. The Contractor shall accomplish the following tasks:

3.6.1 System particulars. Prepare and coat 100% of the freeboard surfaces as designated in paragraph 1.1 (Intent) with the system specified for “Freeboard/Superstructure/Mast

(Freeboard/Superstructure)” in SFLC Std Spec 6310. Select the following:

Select “Option I” system, for the applicable metal substrate.

3.6.2 Visual identification markings. The Contractor shall paint all distinctive visual safety and identification markings as follows :

3.6.2.1 Decals. Coast Guard Emblem decals may be substituted for painted emblems. Vinyl adhesive letters and numbers may also be substituted for painted letters and numbers - at the

Contractor’s discretion.

3.6.2.2 Painted markings. Paint all distinctive visual identification markings, including the Coast

Guard diagonal stripes, "U.S. COAST GUARD" legends, hull numbers, and draft marks in accordance with SFLC Std Spec 6310, and Coast Guard Drawings FL 2804-12 and FL 2804-22 as applicable.

NOTES

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

Although there may be several possible procurement sources for the

Coast Guard Emblem decals and vinyl adhesive letters and numbers, one known source is:

Brace Enterprises

10250 SE 138 Terrace

Dunnellon, FL 34431

352-489-4442 / Fax: 352-489-4476 www.braceenterprise.com

3.6.3 Tear drop. Not applicable.

3.7 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).

http://www.braceenterprise.com/

26 (Rev-0)

4.1 Definition of freeboard surfaces. For the purposes of this item the freeboard is defined as exterior steel hull surfaces from the waterline to the top of the gunwale; also included are the port, starboard, and stern steel rails and stanchions, shown on Coast Guard Drawing 49A BUSL 601-

003.

27 (Rev-0)

63150_RSW_0314_49BUSL

WORK ITEM 6: Superstructure, Preserve 100 Percent

1. SCOPE

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

TABLE 1 – PRESERVATION COLOR DETAILS

COMPONENT *TOP COLOR COAT

Awning Ridgepoles White (17925)

Bitts, towing Spar (10371) except where line lays and runs;

do not paint.

Chocks, brass/bronze Uncoated

Chocks, bulwark Match bulwark color

Chocks, except bulwark and roller type Spar (10371)

Chocks, Roller Black (17038)

Handrails and Lifeline Stanchions White (17925)

Hatch coamings Spar (10371)

Knife edges on watertight doors and hatches Do not paint.

Name Plates No coating.

Spray shield on bridge, inboard White (17925) or Blue Gray (16099);

Commanding Officer prerogative.

Ventilators, all types, including gooseneck pipe vents, not attached or immediately adjacent to the superstructure.

Spar (10371)

*Numbers indicated are FED-STD-595 colors.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 49A BUSL 601-003, Rev D, Outboard Profile & Main Deck

Arrangement

COAST GUARD PUBLICATIONS

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

28 (Rev-0)

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 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), but are not limited to:

Electrical/electronic equipment.

Junction boxes.

Fire stations.

3.2 General preservation requirements. The Contractor shall prepare and coat the superstructure surfaces, in accordance with the CG Drawing 49A BUSL 601-003 as reference, using the system specified for “Freeboard/Superstructure/Mast (Freeboard/Superstructure) in SFLC Std Spec 6310, Appendix A (Cutters and Boats Painting Systems), for the applicable aluminum substrate.

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

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

NOTE

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

3.4 Repair of un-intended damages. The Contractor shall repair all damages, including overspray, incurred to surfaces not covered by the scope of this work item, during surface preparation and paint application procedures.

29 (Rev-0)

4.1 Related Work Item . Deck Forepeak Preserve, 100 Percent.

30 (Rev-0)

63400_MA_0917_49BUSL

WORK ITEM 7: Deck Covering System, Pilothouse, Renew

SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew the pilothouse deck covering system.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 49A-BUSL-634-001, Rev. C, Deck Covering Schedule

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 6341 (SFLC Std Spec 6341), 2014, Install Interior Deck Covering Systems

OTHER REFERENCES

MIL-DTL-15562G, May 1996, Matting or Sheet, Floor Covering, Insulating for High

Voltage Application

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

31 (Rev-0) 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.

Matting

Chart Table.

Independent A/C system, all associated ducting and, hardware.

A/C drain pan and, associated hardware.

3.2 Deck covering removal. The Contractor shall remove and dispose of the existing pilot house deck covering materials.

CAUTION

Do not penetrate deck.

3.3 Surface preservation, 100% interior. The Contractor shall perform 100% preservation in accordance with SFLC Std Spec 6310, Appendix B (Cutter and Boat Interior Painting Systems) on the following interior surfaces:

Pilot house deck.

Port aft A/C space deck.

All adjacent structural members.

3.3.1 Preparation method. The Contractor shall prepare interior surfaces to bare metal in accordance with SFLC Std. Spec 6310 Appendix B “Decks, Metal Interior and Non-Skid Areas”.

3.3.2 Coating method. The Contractor shall apply finish/top coat color to interior surfaces as follows: SFLC Std. Spec 6310 Appendix B “Decks, Metal Interior and Non-Skid Areas”.

3.4 Deck covering installation. The Contractor shall provide and install 100 sqf. of Type 1 qualified deck covering system and base molding to the Pilot House deck in accordance with CG

Drawing 49A-BUSL-634-001 and Std. Spec 6341 Appendix D.

This section is not applicable to this work item.

32 (Rev-0)

86340_1017_FLT

REC_86340_FLT_49 BUSL (ALL) (1214)

WORK ITEM 8: Drydock

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to Drydock the vessel, undock the vessel, and perform various drydocking-related tasks.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 49A BUSL 085-002, Rev A, Hull Lines & Offsets

Coast Guard Drawing 49A BUSL 085-003, Rev A, Docking Plan

COAST GUARD PUBLICATIONS

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

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2014, Drydocking

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

33 (Rev-0) 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).

3.2 Key personnel. The Contractor shall determine key personnel and require their presence during all drydocking phases.

3.3 Docking requirements. The Contractor shall perform drydock and undock in accordance with

SFLC Std Spec 8634, using build blocks as shown on Coast Guard Drawings 49A BUSL 085-002 and 49A BUSL 085-003.

3.4 Cutter conditions. The Contractor shall use the Full Load…