Attachment 1- SOW.pdf

USCGC STONE (WMSL 758)

STATEMENT OF WORK

FY2026

(Rev-0, 26 November 2025)

USCGC STONE (WMSL-758) Deck Preservation FY2026 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 ............................................ Error! Bookmark not defined.

Principal Characteristics ............................................................................................................................. vii General Requirements WORK ITEM 1: Deck Covering (Slip-Resistant), Renew WORK ITEM 2: Tenting, Provide

USCGC STONE (WMSL-758) Deck Preservation FY2026 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.

USCGC STONE (WMSL-418) SAP FQ2 FY2026

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 418A-WMSL 100-006, Rev A, Inboard and Outboard Profiles Coast Guard Drawing 418A-WMSL-100-001, Rev B, General Arrangements Coast Guard Drawing 418A-WMSL-100-006, Rev A, Inboard and Outboard Profiles Coast Guard Drawing 418A-WMSL-801-001, Rev A, Booklet of General Plans Coast Guard Drawing 750-WMSL-085-025, Rev -, Compartment Areas & Volumes NSC 3 & Follow

(AS3085012)

Coast Guard Drawing 750-WMSL-100-012, Rev K, Unit 1120 Structure - Main Deck to 01 Level - Bow to Fr 10 (ASC100112) Coast Guard Drawing 750-WMSL-100-016, Rev J, Unit 1240 Structure - Main Deck to 01 Level - Fr 9 to

Fr 22 (ASC100124) Coast Guard Drawing 750-WMSL-100-020, Rev K, Unit 1340 Structure - Main Deck to 01 Level - Fr 22 to Fr 35 (ASC100134) Coast Guard Drawing 750-WMSL-100-030, Rev M, Unit 2240 Structure - Main Dk to 01 Lvl - Fr 44 to

Fr 52 (ASC100224) Coast Guard Drawing 750-WMSL-100-049, Rev L, Unit 4220 Structure - 02 Lvl and Above - Fr 33 to Fr

44 (ASC100422)

Coast Guard Drawing 750-WMSL-100-055, Rev H, Unit 4130 - Structure - 03 Level - Pilot House

(ASC100413)

Coast Guard Drawing 750-WMSL-100-089, Rev A, Topside Configuration for NSC 8 and Follow

(AS8100004)

Coast Guard Drawing 750-WMSL-100-538, Rev -, Unit 4130 Structure 03 Level - Pilot House - WMSL

754 & Follow NAVSEA Drawing 803-1385828, Rev P, Nozzles AFFF and Washdown Systems

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Coast Guard Commandant Instruction (COMDTINST) M10360.3 (Series), Coatings and Color Manual Fire Prevention and Response Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General

Requirements v (Rev-0)

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

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire Prevention and Response Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

OTHER REFERENCES

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2020, Personnel Qualification and Certification in Nondestructive Testing American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2020, 2020, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel ASTM Internationals (ASTM) G46, 2018, Standard Guide for Examination and Evaluation of Pitting

Corrosion Code of Federal Regulations (CFR) Title 29, Part 1910, 2017, Occupational Safety and Health Standards Code of Federal Regulations (CFR) Title 29, Part 1915, 2013, Occupational Safety and Health Standards for Shipyard Employment Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for

Shipyard Employment Code of Federal Regulations (CFR) Title 40, 2013, Protection of the Environment MIL-PRF-24176C, 2020, Cement, Epoxy, Metal Repair and Hull Smoothing MIL-PRF-24667D, 2021, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application MIL-STD-1689A, 1990, Fabrication, Welding, and Inspection of Ships Structure Naval Sea Systems Command (NAVSEA) 0640-LP-119-0175, 2019, NAVSEA OP 4 Rev 12, Ammunition and Explosives Safety Afloat NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2020, Bare Metal Power Tool Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 10 (WAB)/NACE WAB-2, 2015, Near-White Metal Wet Abrasive 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.

This section is not applicable to this package.

vii (Rev-0)

PRINCIPAL CHARACTERISTICS

418' WMSL

PHYSICAL

Length overall 418' 0" Length between perpendiculars 390' 0" Maximum beam 54' 0" Beam @ 01 level 47' 9-1/8" Depth (01 level @ side to baseline) 39' 2-3/4" 01 deck camber foredeck 1/4" in 1'-0" Minimum berth depth 20' 0" Height of highest projection Approximately 119' Draft, design 14.40' Design displacement 3925 long tons

MACHINERY

Two diesel engines MTU 20V, 20-cylinder 9,730 SHP each One gas turbine General Electric LM2500; 29,500 SHP Type of propulsion CODAG Electrical system 24 Volt DC Two controllable pitch propellers Rolls-Royce 5 blade, 14' 0" diameter; 229 RPM max Two reduction gears RENK One cross connect gear RENK

HULL

Hull material 5086 Aluminum HSLA-80 Steel ABS EH 36 Steel

ABS AH 36

Frame spacing FWD of FR 9 2' 3" FR 9 to FR 10 6' 9" FR 10 to FR 98 4' 1" FR 98 to FR 99 3'-8"

ELECTRICAL

Power Three 1360 kW, 450 V, 60 Hz, 3 Phase, 1800 RPM Caterpillar 3512B diesel engines with Baylor ship service generators Shore tie cable Seven MIL-C-24368/2 (NATO) shore power receptacles, 400 A each

TANK CAPACITIES

Diesel oil 220,359 gal Fresh water 12,454 gal JP-5 Fuel 35,182 gal

1 (Rev-0)

00000_0725_FLT

REC_00000_FLT_Commercial Project @ CG Facility (0121)

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.

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), 2022, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire Prevention and Response Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

OTHER REFERENCES

Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for

Shipyard Employment NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure

3. REQUIREMENTS

3.1 General. The Contractor must conform to all requirements specified in SFLC Std Spec 00

00 and in this item, as applicable, during the performance of this availability. The requirement of this WI applies to all work under the scope of this contract, whether explicitly stated in all following work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

2 (Rev-0)

3.2 Welding and brazing requirements. The Contractor must perform all welding and allied processes, and NDE in accordance with SFLC Std Spec 0740.

3.3 Fire Prevention Specification. The Contractor must submit a Fire Prevention Plan in accordance with paragraph 3.1 of SFLC Standard Spec 5550

3.4 SFLC Standard Specification approved changes. Approved updates to the 2022 SFLC Standard Specifications will appear here.

3.4.1 SFLC Standard Specification 0000: Add paragraph 3.2.3.1.2 to state, “ Severe Inclement Weather.

Contractor shall in their plan include a definition for “Severe Inclement Weather” to include, at minimum, sustained wind speed, duration, and gust strength.”

3.5 Materials. The Contractor must obtain all the materials required to complete this job except for the Government-furnished Property shown on table listed on page vi, if any specified.

3.6 Period of Performance. The period of performance for this requirement starts on 12 January 2026 and ends on 17 February 2026.

3.7 Location. The Contractor must perform this work while the USCGC STONE is homeported at FLET-C 1050 Register Street, N. Charleston, SC 29405. The Contractor must comply with all FLET-C requirements to access their facility.

3.8 Release of References. For any listed references to be distributed, the contractor must be registered in the Joint Certification Program (JCP) through Defense Logistics Agency (DLA) and provide your JCP number and expiration date to the listed point of contact (POC) for this work.

3.9 Solicitation Period Site-Visit. The Contractor can perform a ship check during the solicitation period of this requirement. The Contractor must contact the designated points of contact (POC) at least 48 hours prior to requested access for USCG to process. The POC for a site visit is listed in Paragraph 3.9. Access prior to award cannot be guaranteed and depends on the availability of the POCs and the Contractor providing request documentation needed for access. USCG is not responsible for any costs associated with the Contractor’s site visit.

3.10 Points of Contact. The USCG Technical POCs for this requirement include but are not limited to the following:

3.10.1 SFLC-LREPL Availability Project Manager, LTJG Melissa Hyacinth, melissa.n.hyacinth@uscg.mil

3.10.2 SFLC-LREPL Port Engineer, LT Jack Duffy, jack.f.duffy@uscg.mil mailto:melissa.n.hyacinth@uscg.mil mailto:jack.f.duffy@uscg.mil

3 (Rev-0)

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.

4 (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 mfg.

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 mfg.

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/AMPP INSPECTOR SIGNATURE CERT. # DATE / TIME

NAME OF CG REPRESENTATIVE SIGNATURE UNIT DATE/TIME

5 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL # WORK

ITEM # WORK ITEM TITLE

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.

SURFAC

E

AMBIEN

T

ΔT

| DP -

SURFACE |

6 (Rev-0)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)

VESSEL NAME HULL # WORK ITEM

LOCATION OF WORK (FRAME REFERENCES) AREA (SQFT)

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/AMPP No. 2

SSPC-SP WJ-2/AMPP WJ-2

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:

NAME OF QP-1/AMPP INSPECTOR SIGNATURE CERT. # DATE /

TIME

7 (Rev-0)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/AMPP No. 2

SSPC-SP WJ-2/AMPP WJ-2

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

Mean Reading (mils)

8 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL # WORK

ITEM #

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

9 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL # WORK ITEM

# WORK ITEM TITLE

COATING MFG PRODUCT NAME BATC

H #

INDUCTI

ON TIME

COATING SYSTEM

SEQUENCE

(PRIMER/TOUCHUP/3RD

COAT, ETC.)

DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC-PA 2.

SPOT 1 2 3 4 5 AVERAGE

VALUE

*BASE METAL READING

(BMR)

*Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

10 (Rev-0)

4.2 Tank and Void Assessment form.

11 (Rev-0)

12 (Rev-0)

WORK ITEM 1: Deck Covering (Slip-Resistant), Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew deck covering with slip-resistant deck covering system (MIL-PRF-24667 Type V Comp. G/D/L Non-skid) for areas as listed in Table 1.

TABLE 1 SLIP-RESISTANT DECK COVERING

LOCATION COMPO AREA

(SQFT)*

SYSTEM/APPENDIX

(SFLC STD 6310) TOPCOAT COLOR PRESERVE

LEVEL NOTE

Fore Deck (Forecastle)

Decks, Coamings, Foundation

4,500 Weather Decks (Weather Deck Non-Skid, MIL-

SPEC Coating for Steel)

Dark Gray 36076 Match existing adjacent surfaces

Renew MIL-PRF-24667D Type V Comp. G/D/L

Non-skid Bridge Wings Stbd and Port

Decks, Steps, Gratings

262 Weather Decks (Weather Deck Non-Skid, MIL-

SPEC Coating for Steel)

Dark Gray 36076 Match existing adjacent surfaces

Renew MIL-PRF-24667D Type V Comp. G/D/L

Non-skid Amidships 01 Deck (Boat & FAS Decks)

Decks, Amidships

Passage

900 Weather Decks (Weather Deck Non-Skid, MIL-

SPEC Coating for Steel)

Dark Gray 36076 Match existing adjacent surfaces

Renew MIL-PRF-24667D Type V Comp. G/D/L

Non-skid *Approximated

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 418A-WMSL-100-001, Rev B, General Arrangements Coast Guard Drawing 418A-WMSL-100-006, Rev A, Inboard and Outboard Profiles Coast Guard Drawing 418A-WMSL-801-001, Rev A, Booklet of General Plans Coast Guard Drawing 750-WMSL-085-025, Rev -, Compartment Areas & Volumes NSC 3 &

Follow (AS3085012) Coast Guard Drawing 750-WMSL-100-012, Rev K, Unit 1120 Structure - Main Deck to 01 Level

- Bow to Fr 10 (ASC100112) Coast Guard Drawing 750-WMSL-100-016, Rev J, Unit 1240 Structure - Main Deck to 01 Level

- Fr 9 to Fr 22 (ASC100124) Coast Guard Drawing 750-WMSL-100-020, Rev K, Unit 1340 Structure - Main Deck to 01 Level

- Fr 22 to Fr 35 (ASC100134)

13 (Rev-0)

Coast Guard Drawing 750-WMSL-100-030, Rev M, Unit 2240 Structure - Main Dk to 01 Lvl - Fr 44 to Fr 52 (ASC100224)

Coast Guard Drawing 750-WMSL-100-049, Rev L, Unit 4220 Structure - 02 Lvl and Above - Fr 33 to Fr 44 (ASC100422)

Coast Guard Drawing 750-WMSL-100-089, Rev A, Topside Configuration for NSC 8 and Follow (AS8100004)

Coast Guard Drawing 750-WMSL-100-538, Rev -, Unit 4130 Structure 03 Level - Pilot House - WMSL 754 & Follow

NAVSEA Drawing 803-1385828, Rev P, Nozzles AFFF and Washdown Systems

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), 2022, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

OTHER REFERENCES

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2020, Personnel Qualification and Certification in Nondestructive Testing American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2020, 2020, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel

ASTM Internationals (ASTM) G46, 2018, Standard Guide for Examination and Evaluation of Pitting Corrosion

MIL-PRF-24176C, 2020, Cement, Epoxy, Metal Repair and Hull Smoothing MIL-PRF-24667D, 2021, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering

Application MIL-STD-1689A, 1990, Fabrication, Welding, and Inspection of Ships Structure Naval Sea Systems Command (NAVSEA) 0640-LP-119-0175, 2019, NAVSEA OP 4 Rev 12, Ammunition and Explosives Safety Afloat The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP

11), 2020, Bare Metal Power Tool Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface

Preparation Standard SSPC-SP 10 (WAB)/NACE WAB-2, 2015, Near-White Metal Wet Abrasive Blast Cleaning

3. REQUIREMENTS

3.1 General.

14 (Rev-0)

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

• 3.3 Operational test – initial

• 3.4 Inspection

3.1.2 Tech Rep. The Contractor must provide the services of Tech Reps and personnel as follows:

• NDE Tech Rep : NDE Operator/Level 1

• Preservation Tech Rep : AMPP Senior Certified Coatings Inspector (NACE CIP Level

3/SSPC PCI Level 3) with Marine Coatings Inspection Specialty

3.1.2.1 NDE Tech Rep. The Contractor must provide the services of a qualified and certified NDE Operator/Level 1 as follows:

• Perform NDE Operations.

3.1.2.1.1 Qualifications/certifications. NDE Operator/Level 1 certified and qualified in accordance with ASNT No. SNT-TC-1A. Submit the Tech Rep’s qualifications/certifications to the COR at the Arrival Conference.

3.1.2.1.2 Dates of services. Include the dates of services in which Tech Reps must be on site as per their subcontract documentation.

3.1.2.2 Preservation Tech Rep. The Contractor must provide the services of a Certified Coating Inspector having successfully completed relevant AMPP (NACE/SSPC) Programs and Trainings to:

• Serve as an Independent Coating Tech Rep.

• Accomplish applicable requirements in SFLC Std Spec 0000, Paragraph 3.2.4.2.2 (Coating

Tech Rep).

• Oversee the Preservation Plan requirements in SFLC Std Spec 6310, Paragraph 3.2

(Preservation plan).

• Review and sign daily reports summarizing work. See forms QA-1 thru QA-5 provided in the

General Requirements.

• Submit reports to the COR within 24 hours of each inspection.

3.1.2.2.1 Qualifications/certifications. Submit the Coating Tech Rep’s qualifications/certifications in accordance with SFLC Std Spec 0000, 3.2.4.2.2.3 and 3.2.4.2.4, include name, certificate number and documented completion of relevant AMPP (NACE/SSPC) Courses and Exams.

3.1.2.2.2 Submit the name and the certification of the Tech Rep to the COR at the Arrival Conference.

Include the dates of services the Qualified Tech Reps will be on site as per their subcontract documentation.

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

3.1.3.1 Specific protections. Specific areas/equipment/components to be protected include, but are not limited to:

• Weapons, controls, and components (e.g. guns, ESM systems, and controls)

• Machinery, equipment, and components (e.g. anchors, winches, capstans)

• Ventilation systems, and components (e.g. ventilation inlets/outlets, and trunks)

15 (Rev-0)

• Bench marks

• Wash down counter measure fittings

• Drains, covers, and plugs

3.1.3.2 Inspection of integrity. Inspect the integrity of the protective covering at the beginning of each shift where surface preparation and/or painting will be accomplished. Ensure that equipment and machinery have not been infiltrated by contamination. Clean any contamination and repair any defects in the protective covering prior to continuing work.

3.1.3.3 Watertight closures. Close all weather tight closures in the vicinity of the work area or install double curtain baffles at the entrance of each access door where airborne contamination could occur during surface preparation and painting. Double curtain baffles are necessary at all closures that will be in use during the preservation process. Install a dirt collection mat on the deck directly inside each closure.

3.1.3.4 Deck drains. Plug or cover all deck drains, weather deck supply and discharge to prevent entry of blast grit or debris.

3.1.3.5 Wash down counter measure (CMWD). Cover CMWD nozzles (i.e. NAVSEA Dwg 803- 1385828) to prevent entry of blast grit or debris using the following:

• Fender Washer (i.e. Carbon Steel, SAE J403H (1008-1020), UNS G10080-G10200, Zinc Plated)

• Machine Screw (Stainless, Type 18-8, must comply with ANSI-B18.6.3 Slotted, Trusshead.

Full form threads are to extend to within 0.050 inch of the head bearing surface).

NOTE

The CMWD nozzle coverings are Parts 4 and 5 in NAVSEA Drawing No 803-1385828.

3.1.4 Interferences. The Contractor must 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:

• Small boats

• Weapons, controls, and components (e.g. guns, ESM systems, and controls)

• Machinery, equipment, and components (e.g. anchors, winches, capstans)

• Ventilation systems, and components (e.g. ventilation inlets/outlets, and trunks)

• Bench marks

• Wash down counter measure fittings

• Drains, covers, and plugs

• Closures (e.g. doors, hatches and scuttles)

• Rails and supports

• Ladders and supports

• Outfits, foundations, and fittings (e.g. chocks, cleats, cat paws)

• Switches, controls, and terminals

• Lights, alarms, cameras, speakers, sensors, switches, and supports

• Piping, hoses, and supports

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• Cables, wires, and supports

NOTE

Coast Guard personnel will coordinate to remove all pyrotechnics from ready service lockers prior to commencement of the works.

3.1.5 Work locations. The concerned work areas are listed in Table 1. See the applicable drawings in section 2 for guidance, locations, and details.

3.1.6 Materials, tools, and services. The Contractor must provide materials, tools, and services to accomplish the requirements in this work item. New components, parts, materials, and paints with the same color, comparable and matching material properties as the existing components/parts. Use references in Sections 1, 2 and SFLC Std Specs for guidance, required materials, and details.

• Have all materials in the Contractor’s physical possession at the work location needed to accomplish the work item prior to proceeding with deck surface preparation.

• Verify inventory with the Coast Guard Inspector (QA)

• MIL-PRF-24667D Type V Comp. G/D/L Non-skid must be authorized as listed in QPD

24667 Type V Comp. G/D/L (https://qpldocs.dla.mil/) and SFLC Std Spec 6310, Appendix C Cutter and Boat Authorized Coatings. Submit a CFR for alternatives, if unavailable or un-procurable.

3.1.7 Water used for washing and surface preparation procedures. The Contractor must ensure that water used in all washing and surface preparation tasks (including pre-surface preparation wash, and wet abrasive blasting) is in accordance with SSPC/NACE Standards regarding to WJs or WABs. The water used must be sufficient purity and quality, and must not prevent the surface being cleaned from achieving the required degree of surface cleanliness or non-visible contamination criteria.

• Ensure that surface preparation water does not contain sediments or other impurities that are destructive to the proper functioning of the cleaning equipment.

• Ensure that all water used in any surface preparation or cleaning procedures is captured, contained, and all spent water disposed of in accordance with all federal, state and local regulations.

• Notify the COR within 48 hours prior to the removal of accumulated water storage from the Coast Guard Base where work is being conducted.

3.1.8 Surface preparation optional methods. The Contractor has the option of using either “Wet Abrasive Blasting”, “Dry Abrasive Blasting” or “Water Jetting” to achieve the required surface preparation, prior to application of the coating system specified in preservation requirements.

• Achieving greater productivity

• Achieving the required surface profile

NOTES

WABs and DABs are requested and preferred respectively, while WJs are still listed and approved under SFLC Std Spec 6310. WJs are acceptable only when remaining surface profiles still meet standards and requirements. Any surface prep areas failed to meet standards and requirements must be corrected/implemented by DABs, WABs or equivalent.

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3.1.9 Work plan. The Contractor must provide work plans for Deck Covering (Slip-Resistant) Renewal and Preservation listed in the Tables 1 and 2 to the COR at the Arrival Conference.

3.1.10 Work coordination. The Contractor must coordinate the accomplishment of this work item with the following work items :

• Tenting, Provide

3.2 Quality assurances and controls. The Contractor must 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”), and the quality controls specified in SFLC Std Spec 6310, Paragraph 3.1.10 (Coating inspection) and 3.1.15 (Coating system tests).

NOTICE

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

3.3 Operational test – initial. Prior to commencement of work, the Contractor must witness Coast Guard personnel perform an initial operational test of the equipment listed below to demonstrate existing operational condition. Submit a CIR.

• Deck machinery and equipment

• Drain systems and pipings

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.4 Inspection. In the presence of the Coast Guard Inspector and as designated by the COR, the Contractor must inspect all cleaned surfaces and exposed substrates of areas in Table 1 (after removing/cleaning surface covering/coatings and prior to priming substrates) in accordance with SFLC Std Spec 0740. Submit a CIR.

3.4.1 Visual inspection (VT). The Contractor must visually inspect all exposed deck areas for any pitting, corrosion, erosion, defects, and damages.

3.4.1.1 Initial deck condition. Include the description of the initial deck condition as outlined below.

• Written, Visual or Pictorial Representation including measurements and locations of intended differentiating surface preparation levels and coating systems (i.e. stripe coating application (SFLC Std Spec 6310, 3.1.1 Stripe coat application)) over the original coating system using chalk or chalk based marking instrument

3.4.1.2 Sketching and marking. Prior to removal of any coatings, use photography, drawings and sketches as needed to document markings and lettering on affected areas. After application of deck covering, the markings and lettering must be restored as indicated on paragraph 3.8 Deck weapon, safety, and other markings.

• Visual or Pictorial Representation including measurements and locations of slip-resistant exempt surfaces (a.k.a. exempted areas/waterways) and Deck weapon, safety, and other markings (paragraph 3.8 Deck weapon, safety, and other markings) of the original coating system.

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3.4.2 Pit measurement. The Contractor must take 800 pit measurements using a Contractor supplied ‘Pit Gauge’ in accordance with SFLC Std Spec 0740, Paragraph 3.13 (Evaluation of pitting corrosion). The results of these measurements must be included in the inspection report, showing where pit measurements were taken and the depth of the pit.

NOTE

Pit measurements must be taken on cleaned/exposed substrates in accordance with SFLC Std Spec 0740 (in accordance with ASTM G46 via SFLC Std Spec 0740)

3.4.3 Ultrasonic test (UT). The Contractor must take 800 UT measurements for determining suspected cracks and remaining substrate thicknesses in accordance with SFLC Std Spec 0740, Appendix C. The results of these measurements and the locations where they were taken must be included in the inspection report.

• UT for cracks. Take UT measurements along suspected cracked substrates/discontinuities to determine their boundaries.

• UT for thickness measurement. Take UT shots in the surrounding area of any pit measuring greater than 25% of plate thickness. UT shots must be taken in the four quadrants at an equal-distant radius from the pit center until full plate thickness is measured.

3.5 Substrate filling and fairing by epoxy for shallow pits and small corrosions (i.e. pits < 25% or corrosions < 25%). The Contractor must fill small pin holes, shallow pitted substrates (with remaining plate thicknesses over 75% of required plate thicknesses), and fair corroded substrates (with remaining cross sections over 75% of required cross section areas), with epoxy to delay further corrosions, after removing insulation, surface covering, and/or coating in accordance with SFLC Std Spec 6310, Appendix A (Cutter and Boat Exterior Painting Systems), "Metal Repair and Hull Smoothing", MIL-PRF-24176, and manufacturers’ instructions.

• Procure 8 kits of epoxy (e.g. Belzona 1111, 0.5 Gallon/5 Kg Kit or equivalent) to conduct repairs.

• Apply remaining epoxy over high corrosion and erosion areas. (e.g. substrates repaired by clad welding, corners, edges, sills, welding seams, and high contact surfaces)

3.6 Slip-resistant deck covering renewal. The Contractor must prepare and coat the deck surfaces, using the system specified in SFLC Std Spec 6310, Appendix A (Cutter and Boat Exterior Painting Systems).

Apply finish/top coat to match existing adjacent surfaces. Select options as follows :

• Weather Decks (Weather Deck Non-Skid, MIL-SPEC Coating for Steel) (MIL-PRF-24667D Type V Comp. G/D/L)

• Near-White Metal Wet Abrasive Blast Cleaning SSPC-SP 10 (WAB)/NACE WAB-2, and

• Bare Metal Power Tool Cleaning (SSPC-SP 11) for all deck covering and coating defects, outfits/fittings, and limited access areas

NOTES

1. Strength decks’ substrates (e.g. Decks at Sides from Fore Deck through Flight Deck) are constructed of HY-AH-36 or HSLA-80 steel and may NOT be heated to remove the existing covering.

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2. Initial removal of the coating system around deck edges, fittings, and deck coaming may be started by power tool cleaning in accordance with SSPC-SP- 11.

3. Surface preparation may be accomplished by wet abrasive-blasting, or dry abrasive-blasting, or a combination of the two.

4. Unless a containment system is used to contain surface preparation for 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 be vacuum-shrouded.

b. Coatings must be applied by brushing or rolling.

5. During pier side surface preparation :

- Suitable means to contain generated dust, waste water, paint chips, spent abrasives, and overspray must be provided or employed, as applicable.

- Plywood or net/canvas barriers are typically used to surround the area being blasted to contain stray steel shot.

- When net barriers are used, the mesh size of the netting material must be small enough to ensure that the steel shot will be contained.

- In addition, net barriers, when used, must be overlapped where attached to stanchions, and anchored at the bottom for the entire net’s length between stanchions, to limit the clean–up and localize the blast medium.

- Steel shot on a deck is a foreign object damage (FOD) hazard and extreme care must be taken to prevent slipping when walking over contaminated areas.

3.6.1 Pre-surface preparation wash. Prior to accomplishing surface preparation, the Contractor must accomplish low-pressure (less than 5,000 psi) fresh water wash of all affected surfaces, to remove soluble chlorides and other surface contaminants. Capture, contain, and dispose of wash water for proper disposal in accordance with all federal, state and local regulations.

3.6.2 Preparation. The Contractor must clean the entire deck areas including foundations, outfits, coaming, and fittings (e.g. wash down counter measure, deck edges, foundations, coamings, outfits, and fittings) up all coaming heights and up to 6 inches above decks in accordance with :

• Near-White Metal Wet Abrasive Blast Cleaning SSPC-SP 10 (WAB)/NACE WAB-2, and

• Bare Metal Power Tool Cleaning (SSPC-SP 11) for deck covering or coating defects, and limited access areas (including deck edges, foundations, coamings, outfits, and fittings)

3.6.3 Coating. The Contractor must coat slip-resistant deck covering (MIL-PRF-24667D, Type V Comp G/D/L) on deck. The coating system will be completed as follows :

• Primer Coats

• Stripe Coat Geometries, Welds, and Seams – Stripe coat must be of a different color than the

Primer Coats

• Intermediate Coats

• Non-Skid

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• Top Coat (Areas adjacent to Non-Skid)

3.6.3.1 Slip-resistant surfaces. Select Dark Gray 36076 as the top/finish coat color. Must not top-coat slip-resistant surfaces. Ensure that the slip-resistant surface appearance and texture show a pattern of ridges and peaks as follows:

• The ridge profile must be continuous and reasonably uniform.

• Peaks and ridges must be generally in the same direction (fore and aft), approximately 1/2 to

1 inch apart, and approximately 1/16 to 3/32 inches high.

• All weld seams must be cross-rolled from a minimum of 3 inches on either side of the weld.

3.6.3.2 Slip-resistant exempted surfaces. Apply Dark Gray 36076 or top/finish coats matching adjacent surfaces instead of slip-resistant deck covering on exempted surfaces (no slip-resistant deck covering) over vertical surfaces and areas as follows:

• Areas within six inches of adjacent bulkheads, deck coaming, and deck edges.

• Areas within two inches of deck foundations, deck fittings, welds, and protrusions. (two inches measured from outermost portion of foundation, for example, foundation brackets on anchor windlass)

• Decks inside coamings

• Deck fittings, including, but not limited to: pad eyes, label plates, net supports/foundations

(e.g. drain heads/cups, helicopter tie-down fittings)

• Deck troughs (e.g. stuffing tubes, risers, and flanges)

• Exempted surfaces or stripes as designated by the COR.

3.6.3.3 Other adjacent surfaces. Preserve all bulkheads, foundations, outfits, coaming, and fittings including all adjacent structural members up all coaming heights and up to 6 inches above deck. Include specific surface areas as follows :

• Fore deck : all gun mount/foundation (up to ~18 inches above deck)

• Any coating damages due to the Contractor’s works

3.7 Deck weapon, safety, and other markings. The Contractor must paint all deck weapon, safety, and other markings to restore them to original conditions in accordance with SFLC Std Spec 6310, COMDTINST M10360.3 (Series), Chapter 5 Cutter and Boat Safety Colors and Markings, and NAVSEA OP 4, Rev 10, Ammunition And Explosives Safety Afloat.

3.7.1 Danger stand clear of launcher deck area. For launcher areas, a "DANGER STAND CLEAR OF LAUNCHER DECK AREA" sign must be conspicuously located on each side of the launcher deck.

These signs must be stenciled in 2-inch white letters centered on a red, rectangular background. The red background height and width will be determined by the particular ship’s available deck area.

3.7.2 Danger circles. Establish a danger circle around power-driven systems, such as gun mounts, turrets, gun/missile directors and missile launchers. The circles must meet the following requirements :

• The danger area must be encircled by a painted red line, 4 inches wide. The inside of the red line must be approximately 18 inches from the maximum rotating projection of the armament.

• The danger area must be labeled by painting the words “DANGER AREA” in 2-inch high white letters, centered within the 4-inch wide red circle line described in subparagraph a. The

21 (Rev-0) words “DANGER AREA” must be repeated around the circle every 4 feet.

• All ship’s structures that come in contact with the 4-inch wide red line and vertical extension of the line to a height of 7 feet must be labeled with the words “DANGER AREA” by painting 2-inch high red letters, centered on the area, and its extremities at a height of 5 feet from the deck. The danger circle markings must be extended to adjacent horizontal or near-horizontal surface where personnel could potentially stand or sit. It is not required to connect the arc across vertical surfaces to form a continuous connected circle.

• If the danger circle falls inside of or on a gun tub enclosure, the outside of the enclosures must be labeled by painting a 4-inch wide danger circle with 2-inch high letters spelling “DANGER CIRCLE” centered in the circle line. The top of the danger circle must be in line with the upper edge of the gun tub and must be painted as described in subparagraphs b and c.

3.8 Touch-up preservation. The Contractor must prepare and coat all new and disturbed surfaces to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, Paragraph 3.1.13 (Touch-ups and minor coating repairs).

3.9 Operational test-post repair. After completion of work, the Contractor must witness Coast Guard personnel test all items or shipboard devices that have been disturbed, used, repaired, altered, or installed to demonstrate satisfactory condition. Submit a CFR.

• Deck machinery and equipment

• Drain systems and pipings

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.10 Washing. Upon completion of works and in presence of the Coast Guard Inspector, the Contractor must remove and dispose of all debris from surfaces, remove drain plugs, and clean out all deck and drains with low-pressure water, then demonstrate that all drains run free and clear.

3.11 CFR. The Contractor must summarize and submit a CFR if additional repair is necessary or required.

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FIGURE 1 SAMPLE FORE DECK (NSC3)

FIGURE 2 SAMPLE BRIDGE WINGS STBD AND PORT (NSC3)

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FIGURE 3 SAMPLE STAR DECK INCLUDING LAUNCHER PLATFORMS (NSC3)

FIGURE 4 AMIDSHIPS 01 DECK

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S25_NNN_613NN_ANS_0425_758

WORK ITEM 2: Tenting, Provide

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to provide suitable working condition and protect environment from project materials and processes in work requiring tenting, including but not limited to compartments or areas listed below and in Table 1.

• WORK ITEM: Deck Covering (Slip-Resistant), Renew

TABLE 1 TENTING FOR EXTERIOR DECKS

TENTING LOCATIONS

Fore Deck 01 Level Deck, Bow to Fr. 28

Bridge Wings Stbd and Port 03 Level Deck, Fr. 28 to 33.5 Amidships 01 Deck (Boat & FAS Decks incl. Passage) 01 Level Deck, Fr. 44 to 52

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 418A-WMSL-100-001, Rev B, General Arrangements Coast Guard Drawing 418A-WMSL 100-006, Rev A, Inboard and Outboard Profiles Coast Guard Drawing 418A-WMSL-801-001, Rev A, Booklet of General Plans Coast Guard Drawing 750-WMSL-085-025, Rev -, Compartment Areas & Volumes NSC 3 &

Follow (AS3085012) Coast Guard Drawing 750-WMSL-100-089, Rev A, Topside Configuration for NSC 8 and

Follow (AS8100004)

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

OTHER REFERENCES

Code of Federal Regulations (CFR) Title 29, Part 1910, 2017, Occupational Safety and Health

Standards

25 (Rev-0)

Code of Federal Regulations (CFR) Title 29, Part 1915, 2013, Occupational Safety and Health Standards for Shipyard Employment

Code of Federal Regulations (CFR) Title 40, 2013, Protection of the Environment The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP

11), 2020, Bare Metal Power Tool Cleaning

3. REQUIREMENTS

3.1 General.

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

3.1.2 Tech Rep.

Not Applicable.

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

NOTE

All shipboard outfits and fitting (e.g. flight deck nets) are not allowed using to prevent damage.

3.1.4 Interferences. The Contractor must handle all interferences in accordance with SFLC Std Spec 0000, Paragraph 3.3.5 (Interferences).

3.1.5 Work locations. The concerned work areas are listed in Table 1. See the applicable drawings in Section 2 References for guidance, locations, and details.

3.1.6 Materials, tools, and services. The Contractor must provide service, tools, and materials to accomplish the requirements in this work item. New components, parts, materials, and paints with the same color, comparable and matching material properties as the existing components/parts. Use references in Sections 1, 2 and SFLC Std Specs for guidance, required materials, and details.

3.2 Environmental protection. The Contractor must abide by all requirements for environmental protection specified in SFLC Std Spec 0000, Appendix A (Requirements for Environmental Protection at Contractor Operated (Non USCG) Facilities), and Appendix B (Requirements for Environmental Protection at USCG Facilities).

3.3 Scaffolding, safety, and protection. The Contractor must comply with all required and applicable safety and protection specified in SFLC Std Spec 0000, Paragraph 3.3.1 (Personnel safety and property protection - general), and all OSHA safety and health regulations, and any other applicable federal, state, and local laws, and regulations, for the protection of both personnel and property.

• Suitable Scaffolding and/or lifelines are required for working above five feet (29 CFR 1910 and 1915)

• Temporary lines or rails must be installed in place of all removed lifelines or life rails, and be retained until replacement tasks have been completed.

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• Adequate illumination is required in walkways, work areas, and access to provide a safe work environment (29 CFR 1915.92(a)).

• Scaffolding must not contact with any Weapons, Controls, and Components.

3.4 Tenting. The Contractor must tent the designated areas as listed in the Table 1 (prior to blasting and preservation operations) in accordance with SFLC Std Spec 6310, Paragraph 3.1.5 (Tenting and ambient condition control). Tenting features must be as follows:

• Tenting must be set up in a way that it will not interfere with the blasting, preservation, or machinery removal and reinstallation operations.

• Tenting must be constructed to prevent precipitation from affecting normal repair operations, and be able to withstand severe inclement weather conditions.

• Tenting must be outfitted with a re-sealable opening that will permit loading and…