EAGLE (WIX 295) DS BMG 26R0.doc

USCGC EAGLE (WIX 327)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2026

Developed By: Brett M Gardner (Rev-0, 23 April 2025)

TABLE OF CONTENTS

iiiRevisions Record ivConsolidated List of References vConsolidated List of Government-furnished Property viConsolidated List of Critical Inspection Items viiPrincipal Characteristics

1General Requirements

11WORK ITEM 1: Fife Rails, Renew

24WORK ITEM 2: Pin Rails, Renew

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.

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.

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 327-WIX-0103-010, Rev L, Booklet Of General Plans Coast Guard Drawing 327-WIX-1205-001, Rev -, Forecastle Dk. Arrangement & Fitting Locations Coast Guard Drawing 327-WIX-1205-002, Rev -, Poop Dk. Arrangement And Fitting Locations Coast Guard Drawing 327-WIX-1702-015, Rev -, Fore Mast And Main Mast Fife Rails And Posts

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), 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

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 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.

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 3.2.6.1.4 (Inspection report particulars)):

This section is not applicable to this package.

Principal Characteristics

295' WIX (EAGLE), BARQUE

Physical

Heights:

Foremast Mainmast Mizzenmast 147' 4" Stepped 133' 10" Housed 150' 3 5/8" With Pig Stick 147' 4" Stepped 133' 1 1/5" Housed 150' 3 5/8" With Pig Stick 132' 0"

Machinery

1,199 BHP

440VAC, 320 KW, 481FLA, 3 phase, 60 cycle

440VAC, 125KW, 200FLA, 3 phase, 60 cycle

200 Full

Port 3,500 lb Navy Stockless 11 shots of chain each

Tank CAPACITIES

235 gal. 30 wt

00000_0824_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.

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), 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 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 0000 and in this item, as applicable, during the performance of this availability. The requirement in 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.

3.2 Fire watch requirements. The Contractor must refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec 0000, in accomplishing the following task:

· Provide portable fire extinguishers for Coast Guard fire watch personnel. Coast Guard fire watch is in lieu of contractor personnel during the hours of 0800-1600, Monday through Friday, and limited to two Coast Guard fire watch personnel.

· Provide fire watch personnel and fire extinguishers for the duration of the availability period, during and beyond noted Coast Guard fire watch support.

3.3 Preservation requirements. The Contractor must 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. The Contractor must obtain a written KO authorization to deviate from any coatings required in SFLC Std Spec 6310 Appendix C before work.

3.3.3 In-process quality control measures. 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”).

3.3.3.1 Quality control requirements. The Contractor must abide by the following when performing preservation related inspections. The following measurements must be randomly spaced throughout for the purposes of providing a representation of the entire prepared or coated surface.

3.3.3.1.1 Surface profile measurements. One surface profile measurement must be taken for every 200 square feet for the first 1000 square feet; for each additional 500 square feet or less, one profile measurement must be taken. Profile measurements must be taken in accordance with SFLC Std Spec 6310, paragraph 3.1.8.3 (Surface profile measurements). A “measurement” for surface profile is defined as follows:

· ASTM D4417, Method B: One profile measurement is the average (mean) of 10 individual readings.

· ASTM D4417, Method C: One profile measurement is the average (mean) of 2 individual readings.

3.3.3.1.2 Soluble salt conductivity measurements. 5 conductivity measurements must be taken every 1000 square feet. For submerged (immersed) applications conductivity measurements must not exceed 30 microsiemens/cm. For non-submerged (non-immersed) applications conductivity measurements must not exceed 70 microsiemens/cm. If a conductivity check fails, clean the surface in accordance with SFLC Std Spec 6310, paragraph 3.1.8.5 (Soluble salt removal).

3.3.3.1.3 Coating thickness measurements. Three area measurements must be taken for the first 1000 square feet; for each additional 1000 square feet, perform an additional area measurement. A “measurement” for coating thickness is defined as follows:

· SSPC-PA 2 defines an area measurement as 5 separate spot measurements randomly spaced throughout a 100 square foot area.

· SSPC-PA 2 defines a spot measurement as 3 gage readings and each new gage reading the probe must be moved to a new location within a 1.5-inch diameter circle defining the spot.

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

3.5 Environmental protection requirements. The Contractor must adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:

3.5.1 USCG facilities. The Contractor must provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor must 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 must 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 must not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is small quantity generator.

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

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

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

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

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

3.5.3 Regulatory notifications. The Contractor is 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 must 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 must be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor must appoint in writing an Environmental Manager for the project, who is responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager must 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 must comply with SFLC Std Spec 0000 Appendix B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.6 Additional Requirements. The Contractor must be aware of the following:

3.5.6.1 No Contractor or Subcontractor must have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.

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

3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor must furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.

3.6 Local Policy. The Contractor must refer to site (e.g., Base) Regulations and Instructions for details regarding local policies (e.g., crane services, parking, or facility usage).

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.

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

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.

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.

| DP - Surface |

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

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

Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here

Reading (mils):

Reading (mils):

Reading (mils):

Place Surface Profile

Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here

Reading (mils):

Reading (mils):

Reading (mils):

Place Surface Profile

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:

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

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)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY Measurements IAW SSPC-GUIDE 15.

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

Dry Film Thickness (DFT) Measurements IAW SSPC-PA 2.

*BASE METAL READING (BMR)

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

Location (Frame Reference):

Avg.

Location (Frame Reference):

Avg.

Location (Frame Reference):

Avg.

S23_0132_01030_BMG_0124_295

S23_0133_01030_BMG_0124_295

WORK ITEM 1: Fife Rails, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to crop and renew the Main Mast Fife Rail and the Fore Mast Fife Rail located on the Main Deck and Forecastle Deck respectively

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 327-WIX-0103-010, Rev L, Booklet Of General Plans Coast Guard Drawing 327-WIX-1205-001, Rev -, Forecastle Dk. Arrangement & Fitting Locations Coast Guard Drawing 327-WIX-1702-015, Rev -, Fore Mast And Main Mast Fife Rails And Posts Coast Guard Publications 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 None.

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

None.

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

3.1.4 Interferences. The Contractor must handle all interferences in accordance with SFLC Std Spec 0000, (Interferences). Known interferences include, but are not limited to the following:

· Rigging

· Teak Decking

· Masts

3.2 Main Mast Fife Rail, Renew. The Contractor must accomplish the following tasks as designated by the Coast Guard Inspector and using Coast Guard Drawings 327-WIX-0103-010 and 327-WIX-1702-015 as guidance.

NOTE

The existing fife rails and posts should be used as a template when manufacturing the new rails and posts. It is recommended that sufficient measurements are taken prior to removing the rails and posts should they become damaged during the removal process.

3.2.1 Remove three (3) teak rails.

NOTE

The Cutter is responsible for removing and retaining all pins associated with the Fife Rail.

3.2.1.1 Remove all brass endplates and fittings and retain for installation onto the new rail.

3.2.1.2 Visually inspect all brass endplates and fittings. Submit CFR.

3.2.2 Remove four (4) teak posts, to include all associated brackets and hardware.

3.2.3 Crop and renew four (4) steel rail mounts.

3.2.4 Crop and renew two (2) steel post mounts.

3.2.4.1 Socket cap screws, matching or exceeding the rating of the existing fasteners, must be used to fasten the post mounts to the deck.

3.2.5 Crop and renew two (2) steel post mounts with blocks.

3.2.5.1 Socket cap screws, matching or exceeding the rating of the existing fasteners, must be used to fasten the post mounts to the deck.

3.2.6 Prepare and coat all new steel fixtures in accordance with NAVSEA Standard Item 009-32, Table 2 Steel Surfaces, Line 41 Powder Coated Watertight Doors:

3.2.7 Using the removed teak posts as guidance, manufacture four (4) new posts using white oak.

3.2.7.1 Prepare and coat the oak posts, using the system specified for “Wood, Exterior” in SFLC Std Spec 6310, Appendix A (Cutter & Boat Exterior Painting Systems).

3.2.8 Using the removed teak rails as guidance, manufacture three (3) new rails using white oak.

3.2.8.1 Prepare and coat the oak rails, using the system specified for “Wood, Exterior” in SFLC Std Spec 6310, Appendix A (Cutter & Boat Exterior Painting Systems).

3.2.9 Install the new posts and rails.

3.2.9.1 Using new fasteners, meeting or exceeding the rating of the removed fasteners, align and fasten the new posts to the post mounts and the new rails to the new posts to match the configuration of the removed posts and rails.

3.2.9.2 Install the retained brass endplates and fittings using new brass hardware, matching the hardware that was removed.

3.3 Foremast Fife Rail, Renew. The Contractor must accomplish the following tasks as designated by the Coast Guard Inspector and using Coast Guard Drawings 327-WIX-0103-010, 327-WIX-1205-001, and 327-WIX-1702-015 as guidance.

NOTE

The existing fife rails and posts should be used as a template when manufacturing the new rails and posts. It is recommended that sufficient measurements are taken prior to removing the rails and posts should they become damaged during the removal process.

3.3.1 Remove three (3) teak rails.

NOTE

The Cutter is responsible for removing and retaining all pins associated with the Fife Rail.

3.3.1.1 Remove all brass endplates and fittings and retain for installation onto the new rail.

3.3.1.2 Visually inspect all brass endplates and fittings. Submit CFR.

3.3.2 Remove four (4) teak posts, to include all associated brackets and hardware.

3.3.3 Crop and renew four (4) steel rail mounts.

3.3.4 Crop and renew two (2) steel post mounts.

3.3.4.1 Socket cap screws, matching or exceeding the rating of the existing fasteners, must be used to fasten the post mounts to the deck.

3.3.5 Crop and renew two (2) steel post mounts with blocks.

3.3.5.1 Socket cap screws, matching or exceeding the rating of the existing fasteners, must be used to fasten the post mounts to the deck.

3.3.6 Prepare and coat all new steel fixtures in accordance with NAVSEA Standard Item 009-32, Table 2 Steel Surfaces, Line 41 Powder Coated Watertight Doors:

3.3.7 Using the removed teak posts as guidance, manufacture four (4) new posts using white oak.

3.3.7.1 Prepare and coat the oak posts, using the system specified for “Wood, Exterior” in SFLC Std Spec 6310, Appendix A (Cutter & Boat Exterior Painting Systems).

3.3.8 Using the removed teak rails as guidance, manufacture three (3) new rails using white oak.

3.3.8.1 Prepare and coat the oak rails, using the system specified for “Wood, Exterior” in SFLC Std Spec 6310, Appendix A (Cutter & Boat Exterior Painting Systems).

3.3.9 Install the new posts and rails.

3.3.9.1 Using new fasteners, meeting or exceeding the rating of the removed fasteners, align and fasten the new posts to the post mounts and the new rails to the new posts to match the configuration of the removed posts and rails.

3.3.9.2 Install the retained brass endplates and fittings using new brass hardware, matching the hardware that was removed.

3.4 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.)

4. NOTES

4.1 Definition. Fife rail: Wooden railing around the three sides of the base of the mast.

4.2 Figures.

Figure 1

Figure 2

Figure 3

Figure 4

Figure 5

Figure 6

Figure 7

Figure 8

Figure 9

S23_0132_01030_BMG_0124_295

S23_0133_01030_BMG_0124_295

WORK ITEM 2: Pin Rails, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to crop and renew the port and starboard pin rails.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 327-WIX-0103-010, Rev L, Booklet Of General Plans Coast Guard Drawing 327-WIX-1205-002, Rev -, Poop Dk. Arrangement And Fitting Locations Coast Guard Publications 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 NAVSEA Standard Item 009-32, FY-25 CH-1, Mar 2024, Cleaning and Painting Requirements; Accomplish

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

None.

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

3.1.4 Interferences. The Contractor must handle all interferences in accordance with SFLC Std Spec 0000, (Interferences). Known interferences include, but are not limited to the following:

· Rigging

· Teak Decking

3.2 Port Side Pin Rail, Renew. The Contractor must accomplish the following tasks as designated by the Coast Guard Inspector and using Coast Guard Drawings 327-WIX-0103-010 and 327-WIX-1205-002 as guidance.

NOTE

The existing pin rail should be used as a template when manufacturing the new rail. It is recommended that sufficient measurements are taken prior to removing the rail should it become damaged during the removal process.

3.2.1 Remove port side teak pin rail.

NOTE

The Cutter is responsible for removing and retaining all pins associated with the pin rail.

3.2.1.1 Remove all brass endplates and fittings and retain for installation onto the new rail.

3.2.1.2 Visually inspect all brass endplates and fittings. Submit CFR.

3.2.2 Crop and renew five (5) steel rail mounts, to include all associated fittings and hardware.

3.2.2.1 Each rail mount is comprised of a vertical steel stanchion that is bolted to the deck and the under side of the rail and an angled support that is bolted to the deck and it’s associated vertical stanchion. Dimensions are as follows:

· Vertical stanchions are 33-3/4” from base to base

· Forward stanchion support, angled outboard, is 32” from base to bolt center

· Forward stanchion support, angled aft, is 34-1/2” from base to bolt center

· Mid stanchion support, angled outboard, is 31-1/2” from base to bolt center

· Aft stanchion support, angled forward, is 34-1/2” from base to bolt center

· Aft stanchion support, angled outboard, is 30-1/2” from base to bolt center

3.2.2.2 Prepare and coat all stanchions and supports in accordance with NAVSEA Standard Item 009-32, Table 2 Steel Surfaces, Line 41 Powder Coated Watertight Doors.

3.2.2.3 Socket cap screws, matching or exceeding the rating of the existing fasteners, must be used to fasten the stanchions and supports to the deck.

3.2.3 Using the removed teak pin rail as guidance, manufacture a new pin rail using white oak.

3.2.3.1 Prepare and coat the oak rail, using the system specified for “Wood, Exterior” in SFLC Std Spec 6310, Appendix A (Cutter & Boat Exterior Painting Systems).

3.2.4 Install the new pin rail.

3.2.4.1 Using new fasteners, meeting or exceeding the rating of the removed fasteners, align and fasten the new rail to the vertical stanchions to match the configuration of the removed rail.

3.2.4.2 Install the retained brass endplates and fittings using new brass hardware, matching the hardware that was removed.

3.3 Starboard Side Pin Rail, Renew. The Contractor must accomplish the following tasks as designated by the Coast Guard Inspector and using Coast Guard Drawings 327-WIX-0103-010 and 327-WIX-1205-002 as guidance.

NOTE

The existing pin rail should be used as a template when manufacturing the new rail. It is recommended that sufficient measurements are taken prior to removing the rail should it become damaged during the removal process.

3.3.1 Remove port side teak pin rail.

NOTE

The Cutter is responsible for removing and retaining all pins associated with the pin rail.

3.3.1.1 Remove all brass endplates and fittings and retain for installation onto the new rail.

3.3.1.2 Visually inspect all brass endplates and fittings. Submit CFR.

3.3.2 Crop and renew five (5) steel rail mounts, to include all associated fittings and hardware.

3.3.2.1 Each rail mount is comprised of a vertical steel stanchion that is bolted to the deck and the under side of the rail and an angled support that is bolted to the deck and it’s associated vertical stanchion. Dimensions are as follows:

· Vertical stanchions are 33-3/4” from base to base

· Forward stanchion support, angled outboard, is 32” from base to bolt center

· Forward stanchion support, angled aft, is 34-1/2” from base to bolt center

· Mid stanchion support, angled outboard, is 31-1/2” from base to bolt center

· Aft stanchion support, angled forward, is 34-1/2” from base to bolt center

· Aft stanchion support, angled outboard, is 30-1/2” from base to bolt center

3.3.2.2 Prepare and coat all stanchions and supports in accordance with NAVSEA Standard Item 009-32, Table 2 Steel Surfaces, Line 41 Powder Coated Watertight Doors.

3.3.2.3 Socket cap screws, matching or exceeding the rating of the existing fasteners, must be used to fasten the stanchions and supports to the deck.

3.3.3 Using the removed teak pin rail as guidance, manufacture a new pin rail using white oak.

3.3.3.1 Prepare and coat the oak rail, using the system specified for “Wood, Exterior” in SFLC Std Spec 6310, Appendix A (Cutter & Boat Exterior Painting Systems).

3.3.4 Install the new pin rail.

3.3.4.1 Using new fasteners, meeting or exceeding the rating of the removed fasteners, align and fasten the new rail to the vertical stanchions to match the configuration of the removed rail.

3.3.4.2 Install the retained brass endplates and fittings using new brass hardware, matching the hardware that was removed.

3.4 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.)

4. NOTES

4.1 Definition. Pin rail: A strong wooden rail or bar with holes through it to hold belaying pins.

4.2 Figures.

Figure 1

Figure 2

Figure 3

Figure 4

Figure 5

Figure 6

Figure 7

Figure 8

Figure 9