Attachment 1 RESOLUTE (WMEC 210B) DS Spec.pdf

USCGC RESOLUTE (WMEC 620)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2021

Developed By: Steven R Hendricks

(Rev-0, 23 March 2021)

USCGC RESOLUTE (WMEC-210B) DOCKSIDE AVAILABILITY FY2021

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ............................................................................... vii Consolidated List of Critical Inspection Items .......................................................................................... viii Principal Characteristics ............................................................................................................................... ix General Requirements WORK ITEM 1: Piping Insulation, Renew WORK ITEM 2: Compartment Insulation, Renew WORK ITEM 3: Watertight Doors, External, Renew WORK ITEM 4: Boiler Piping, Renew WORK ITEM 5: Circuit Breaker (60 HZ) And Power Cable, Replace WORK ITEM 6: Air Conditioning Raw Water Piping, Clean and Flush WORK ITEM 7: Refrigeration Water Piping, Clean And Flush WORK ITEM 8: JP-5 Piping and Valves, Renew WORK ITEM 9: Ventilation Ducting, Renew iii (Rev-0)

REVISIONS RECORD

This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.

DATE REV# WORK

ITEM#

CHANGES MADE

NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.

iv (Rev-0)

CONSOLIDATED LIST OF REFERENCES

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at 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 Bill of Materials 627 WMEC 27, Rev J, Arrangement Ventilation & Air Conditioning Main

Deck

Coast Guard Bill of Materials 627 WMEC 327, Rev G, Watertight Doors, Hatches & Scuttles

Coast Guard Bill of Materials 627 WMEC 97, Rev G, Arrangement Aviation Fuel System

Coast Guard Drawing 618 WMEC 320-057, Rev D, Carrier A/C Plant Controller Upgrade

Coast Guard Drawing 627 WMEC 131-001, Rev D, Second & Main Deck Plating & Supports

Coast Guard Drawing 627 WMEC 133-001, Rev B, Third Deck Plating & Supports

Coast Guard Drawing 627 WMEC 136-001, Rev G, 01, 02 & Bridge Deck Plating & Supports

Coast Guard Drawing 627 WMEC 152-001, Rev F, Superstructure – Aircastle, 01 & 02 Deckhouse &

Stack

Coast Guard Drawing 627 WMEC 167-001, Rev L, Schedule of Steel Doors, Hatches, Scuttles &

Manholes

Coast Guard Drawing 627 WMEC 262-001, Rev E, Arrangement of Lube Oil System

Coast Guard Drawing 627 WMEC 262-002, Rev E, Diagram Lube Oil System

Coast Guard Drawing 627 WMEC 320-001, Rev BD, MMA, 440 & 115 Volt Power One Line block

WRG Diag & Miscellaneous Details

Coast Guard Drawing 627 WMEC 512-011, Rev H, Arrangement Ventilation & Air Conditioning Main

Deck

Coast Guard Drawing 627 WMEC 512-013, Rev E, Arrg’t Vent & Air-Conditioning 02 Dk & Abv

Coast Guard Drawing 627 WMEC 514-001, Rev D, Diagram: Heating and Chilled Water System

Coast Guard Drawing 627 WMEC 514-003, Rev D, Diagram Arrangement of Chilled and Hot Water

System Outside Machinery Space

Coast Guard Drawing 627 WMEC 516-005, Rev A, Diag. of SS Refrigeration Sys. & S.W. Cooling

Piping

Coast Guard Drawing 627 WMEC 521-002, Rev G, Arr. of Firemain, Sprinkling & Washdown System

Main Deck & Above

Coast Guard Drawing 627 WMEC 535-001, Rev G, Diagram Steam, Feed and Condensate System Piping

Coast Guard Drawing 627 WMEC 535-002, Rev H, Arr. Stm., Feed & Condensate System Piping

Coast Guard Drawing 627 WMEC 536-001, Rev C, Diag Sea Water Piping for Mn Engs, Aux & Emer

Gens. & A.C. Condensers v (Rev-0)

Coast Guard Drawing 627 WMEC 536-002, Rev C, Arr. of S.W. Cooling for Main and Aux. Engines &

A/C Condensers

Coast Guard Drawing 627 WMEC 536-003, Rev D, Diagram – F.W. For Machinery Cooling

Coast Guard Drawing 627 WMEC 536-004, Rev E, Arr. F.W. For Mach’y Cooling

Coast Guard Drawing 627 WMEC 542-001, Rev E, Diagram Aviation Fuel System

Coast Guard Drawing 627 WMEC 542-002, Rev E, Arrangement of Aviation Fuel System

Coast Guard Drawing 627 WMEC 601-003, Rev E, General Arrangement – Second and Third Decks

Coast Guard Drawing 627 WMEC 601-004, Rev D, General Arrangement Main & 01 Deck

Coast Guard Drawing 627 WMEC 601-005, Rev F, General Arrangement – 02 Dk, Bridge Dk, & House

Top

Coast Guard Drawing 627 WMEC 635-002, Rev B, Sheathing & Insulation

NAVSEA Drawing 167-7379842, Rev A, Procedure & Welding Sequence for Non-Ballistic, Watertight

& Airtight Quick Acting or Individually Dogged Personnel Doors

NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation For Compartments Installation

Details

NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3D, Jan 2014, Coatings and Colors

Manual

Coast Guard Technical Publication (TP) 3233A, Manufacturer's Instruction Book-SWBS Group(s) 324, Sections C&D

Coast Guard Technical Publication (TP) 3239A, SWBS 541, Mar 2006, Fuel Oil Transfer Pump

Coast Guard Technical Publication (TP) 3965, Jan 2020, Air Conditioning System

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2020, Shipboard

Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2020, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair, and Installation

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

OTHER REFERENCES

ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets

ASTM International (ASTM) F683, 2014, Standard Practice for Selection and Application of Thermal

Insulation for Piping and Machinery

ASTM International (ASTM) F992, 2017, Standard Specification for Valve Label Plates

Commercial Item Description (CID) A-A-59316, 2016, Abrasive Materials; for Blasting

DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems

Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2013 Edition, Bronze Gate, Globe, Angle and Check Valves vi (Rev-0)

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2018, Pipe

Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation

Military Specification MIL-A-22262B, Jan 2021, Abrasive Blasting Media Ship Hull Blast Cleaning

National Electrical Manufacturers Association (NEMA) Std, pub. No. AB4, 2009, Guidelines for

Inspection and Preventative Maintenance of Molded Case Circuit Breakers used in Commercial and

Industrial Application

The Society for Protective Coatings (SSPC) Surface Preparation Standard No. 11 (SSPC-SP 11), 2013, Power-Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC)/NACE International (NACE) 2007, Joint Surface Preparation

Standard SSPC-SP 10/NACE No. 2, Near-White Metal Blast Cleaning

Underwriters Laboratories Inc. (UL) 489, May 2009, Molded Case Circuit Breaker vii (Rev-0)

CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY

The following is a list of property, which the Government will furnish. This list supersedes any other material obligations indicated or implied by referenced drawings.

WORK

ITEM

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

3 N ***26 x 66 inches

Quick-Acting

Watertight Door, Steel, 10-Dog, LH Swing

NSN: 2040-00-554-6215 2 ea. 5,800.00

3 N ***30 x 66 inches

Quick-Acting

Watertight Door, Steel, 10-Dog, RH Swing

NSN: 2040-00-554-6216 1 ea. 5,800.00

3 N ***26 x 66 inches

Quick-Acting

Watertight Door, Steel, 8-Dog, LH Swing

NSN: 2040-00-542-0201 2 ea. 5,800.00

3 N ***26 x 66 inches

Quick-Acting

Watertight Door, Steel, 8-Dog, RH Swing

NSN: 2040-00-542-0200 3 ea. 5,800.00

8 N Pump, Rotary Gear NSN: 4320-01-227-8866 2 ea. 6800.00 ***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter viii (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 3.2.6.1.4

(Inspection report particulars)):

Work

Item Title

This section is not applicable to this package.

ix (Rev-0)

PRINCIPAL CHARACTERISTICS

210' WMEC (B-CLASS)

PHYSICAL

Length overall 210' 6"

Length between perpendiculars 200' 0"

Beam molded 34' 0"

Depth molded, main deck amidships 19' 6"

Full load displacement 1,170 long tons

Draft, full load to baseline amidships

*Baseline is 9” below keel amidships

12' 0"

Design drag between perpendiculars 1' 6"

Highest projection above baseline

*VHF-FM ADF antenna

90' 0"

Shore tie voltage requirements 400A / 440V

Frame spacing 1' 0"

MACHINERY

Main propulsion 2 ALCO Model 16-251-B Diesel Engines, 5,000 BHP total

Ship's service generators 2 Caterpillar Model 3406B Diesel-driven SR4, 250 KW each @ 0.8 power factor, 440VAC, 3 phase, 60 cycle

Emergency generator Caterpillar Model 3306B Diesel-driven SR4, 180 KW @ 0.8 power factor, 440VAC, 3 phase 60 cycle

Number of propellers 2

Propeller diameter 7' 6"

Number of blades, each 4

Pitch Controllable

Shaft RPM 300

Shaft diameter 8.25" at exit of hull

Anchor & chain Two 2,800 lb Navy Stockless Anchors, 7 shots of chain each

TANK CAPACITIES

Diesel fuel total (95%) 48,427 gal.

Fresh water total (100%) 11,693 gal.

JP-5 fuel total (95%) 4,683 gal.

Lube oil total (95%) 2,390 gal.

1 (Rev-0)

00000_0121_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) M10360.3D, Jan 2014, Coatings and Colors

Manual

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

OTHER REFERENCES

None

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.

NOTE

The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and to all other work

2 (Rev-0) 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. 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 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 Very Small Quantity

Generators (VSQGs).

3.5.2 Test and procedures. The Contractor must be 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 must 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

3 (Rev-0)

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, and must be 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. None.

3.7 SFLC Standard Specification approved changes. The Contractor must be aware that the following are approved changes to published SFLC 2020 Edition Standard Specifications and supersede published content:

None.

4 (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.

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 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/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME

6 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL #

WORK ITEM

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 |

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

7 (Rev-0)

QA-3A - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

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:

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

TIME

8 (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/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)

VESSEL NAME HULL # WORK ITEM

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

10 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL #

WORK ITEM

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.

1 AVG. BMR DEVIATION

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

11 (Rev-0)

S_63501_ESD_0121_SWIT

S16_0057_63501_SRH_0321_620

S17_0008_63501_SRH_0321_620

S17_0011_63501_SRH_0321_620

S17_0012_63501_SRH_0321_620

S17_0014_63501_SRH_0321_620

S21_0001_63501_SRH_0321_620

WORK ITEM 1: Piping Insulation, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew piping insulation as described in Table 1.

TABLE 1 - INSULATION RENEWAL

DESCRIPTION

System/ Pipe Diameter / Linear Feet LOCATION DRAWING

Chill Water / 0.5 inch / 110 ft Engineering Office (2-143-2-Q) 627 WMEC 514-003

Boiler Feed / 2.0 inch / 80 ft Engine Room (4-108-0-E) 627 WMEC 535-002

#1 MDE Jacket Water / 2.5 inch / 60 ft Engine Room (4-108-0-E) 627 WMEC 536-004

#1 MDE Jacket Water / 4.5 inch / 20 ft Engine Room (4-108-0-E) 627 WMEC 536-004

#2 MDE Jacket Water / 2.5 inch / 70 ft Engine Room (4-108-0-E) 627 WMEC 536-004

#2 MDE Jacket Water / 4.5 inch / 50 ft Engine Room (4-108-0-E) 627 WMEC 536-004

#2 MDE Jacket Water / 5.5 inch / 40 ft Engine Room (4-108-0-E) 627 WMEC 536-004

#1 MDE Lube Oil / 4.0 inch / 6 ft Engine Room (4-108-0-E) 627 WMEC 262-001

Steam / 1.0 inch /6 ft/ 0.75 inch / 5 ft Laundry (1-20-0-Q) 627 WMEC 535-005

Fire Main / 2.5 inch/ 6 ft/ 3 inch / 25 ft Crews Berthing (1-52-0-L) 627 WMEC 521-002

Fire Main / 2.5 inch/ 7 ft/ 3 inch /8 ft Bosn Stores (1-12-0-A) 627 WMEC 521-002

Chill Water / 0.5 inch / 130 ft Crews Berth’g (2-52-01-L) 627 WMEC 514-003

Potable Water / 0.5 inch/ 15 ft/ 0.75 inch/ 20 ft

Crews Berth’g (2-52-01-L) 627 WMEC 533-002

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 627 WMEC 131-001, Rev D, Second & Main Deck Plating & Supports

Coast Guard Drawing 627 WMEC 133-001, Rev B, Third Deck Plating & Supports

Coast Guard Drawing 627 WMEC 136-001, Rev G, 01, 02 & Bridge Deck Plating & Supports

Coast Guard Drawing 627 WMEC 262-001, Rev E, Arrangement of Lube Oil System

12 (Rev-0)

Coast Guard Drawing 627 WMEC 262-002, Rev E, Diagram Lube Oil System

Coast Guard Drawing 627 WMEC 514-001, Rev D, Diagram: Heating and Chilled Water System

Coast Guard Drawing 627 WMEC 514-003, Rev D, Diagram Arrangement of Chilled and Hot

Water System Outside Machinery Space

Coast Guard Drawing 627 WMEC 521-002, Rev G, Arr. of Firemain, Sprinkling & Washdown

System Main Deck & Above

Coast Guard Drawing 627 WMEC 535-001, Rev G, Diagram Steam, Feed and Condensate

System Piping

Coast Guard Drawing 627 WMEC 535-002, Rev H, Arr. Stm., Feed & Condensate System Piping

Coast Guard Drawing 627 WMEC 536-003, Rev D, Diagram – F.W. For Machinery Cooling

Coast Guard Drawing 627 WMEC 536-004, Rev E, Arr. F.W. For Mach’y Cooling

Coast Guard Drawing 627 WMEC 601-003, Rev E, General Arrangement – Second and Third

Decks

Coast Guard Drawing 627 WMEC 601-004, Rev D, General Arrangement Main & 01 Deck

Coast Guard Drawing 627 WMEC 601-005, Rev F, General Arrangement – 02 Dk, Bridge Dk, &

House Top

Coast Guard Drawing 627 WMEC 635-002, Rev B, Sheathing & Insulation

NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General Requirements

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

OTHER REFERENCES

ASTM International (ASTM) F683, 2014, Standard Practice for Selection and Application of

Thermal Insulation for Piping and Machinery

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

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).

13 (Rev-0)

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:

Chill water piping and tanks in Fan Room (02-81-2-Q)

Gym Equipment and Dryers in Laundry (1-20-0-Q)

Berthing racks in Berthing (1-52-0-L)

Storage Locker, Grating, and Contents in Bosn (1-12-0-A)

Consumable cans/bottles and shelving in Flammable Liquid Stores (4-16-0-K)

Personal racks and theatre seating in Crew Berthing (2-52-01-L)

Ventilation ducts

Sound dampener

Piping

Lighting fixtures

Deck plates

Hand rails

J/W hoses

Oil hoses

Control air tubing

Electrical cables

Breaker panels

3.2 Renewal. The Contractor must renew all piping system insulation identified in Table 1 and using the relevant Coast Guard Drawing(s) as guidance.

NOTE

Although pipe lengths, routes, and sizes are detailed in the specified drawings, the as-built configuration may vary slightly in routes, lengths, and sizes.

3.2.1 Removal. The Contractor must remove all existing insulation material over the designated pipe surfaces, including associated pipe hangers, valves, fittings, and flanges.

3.2.2 Disposal. The Contractor must dispose of all removed materials in accordance with all applicable federal, state, and local regulations.

NOTE

Other surfaces/fittings affected include: brackets, bulkhead penetrations, flat work, and all other protrusions or fixtures that will condense due to relative humidity from surrounding atmosphere.

3.2.3 Surface preparation. The Contractor must clean all exposed pipe and pipe component surfaces with a soft bristle brush and a mild detergent solution to remove all visible surface contaminants.

3.2.4 New insulation installation - interior gas, steam, hot water, and oil piping systems (Temperature

Range: 125 to 1200 Deg. F. The Contractor must install new insulation material over the exposed pipe surfaces, including associated pipe hangers, valves, fittings, and flanges, in accordance with details in

14 (Rev-0)

NAVSEA Drawing 804-5959214; select appropriate insulation materials and thicknesses for the application and temperature ranges specified in ASTM F683, Tables S1.1, S1.2, and S1.4.

3.2.5 New insulation installation - interior refrigerant, hot water and cold and chill water piping systems

(Temperature Range: -20 to +180 Deg. F). The Contractor must install new insulation material over the exposed pipe surfaces, including associated pipe hangers, valves, fittings, and flanges, in accordance with details in NAVSEA Drawing 804-5959214; select appropriate insulation materials and thicknesses for the application and temperature ranges specified in ASTM F683, Tables S1.1 and 5.

3.3 Preservation. The Contractor must paint the newly installed insulation system, in accordance with

SFLC Std Spec 6310, using the system specified for “Insulation Surfaces, Fiberglass Sheet/Closed Cell

PVC Foam” in Appendix B (Cutter and Boat Interior Paint Systems).

NOTE

Glass cloth lagging is required only in high traffic areas where insulation is subject to damage.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.4 Operational test, post repairs. After completion of work, the Contractor must thoroughly test, in the presence of the Coast Guard Inspector and demonstrate all items or shipboard devices that have been disturbed, used, repaired, altered, or installed to be in satisfactory operating condition. Submit a CFR.

4. NOTES

4.1 Related work items. Work items interference removal should be performed in conjunction with

“Compartment Insulation, Renew” item.

15 (Rev-0)

S_63500_ESD_0121_SWIT

S18_0023_63500_SRH_0321_620

S18_0024_63500_SRH_0321_620

S21_0001_63500_SRH_0321_620

WORK ITEM 2: Compartment Insulation, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew insulation as described in Table 1.

TABLE 1 - INSULATION RENEWAL

INSULATION DESCRIPTION LOCATION

APPROXIMATE AREA

(SQFT)

Ventilation Ducting Fan Room (02-81-2-Q) 20

Bulkhead and Overhead Bosn Stores (1-12-0-A) 80

Bulkhead Laundry (1-20-0-Q) 400

Overhead Laundry (1-20-0-Q) 300

Ducting Laundry (1-20-0-Q) 100

Ventilation Ducting Crew Berthing (1-52-0-L) 50

Ventilation Ducting Supply Fan Rm (1-63-1-Q) 20

Bulkhead Bosn’s Stores (2-16-0-A) 500

Overhead Bosn’s Stores (2-16-0-A) 300

Overhead Crews Berth’g (2-52-01-L) 48

Bulkhead Flammable Liquids Storeroom (4-

16-0-K)

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 627 WMEC 131-001, Rev D, Second & Main Deck Plating & Supports

Coast Guard Drawing 627 WMEC 133-001, Rev B, Third Deck Plating & Supports

Coast Guard Drawing 627 WMEC 136-001, Rev G, 01, 02 & Bridge Deck Plating & Supports

Coast Guard Drawing 627 WMEC 512-011, Rev H, Arrangement Ventilation & Air Conditioning

Main Deck

Coast Guard Drawing 627 WMEC 512-013, Rev E, Arrg’t Vent & Air-Conditioning 02 Dk &

Abv

16 (Rev-0)

Coast Guard Drawing 627 WMEC 601-003, Rev E, General Arrangement – Second and Third

Decks

Coast Guard Drawing 627 WMEC 601-004, Rev D, General Arrangement Main & 01 Deck

Coast Guard Drawing 627 WMEC 601-005, Rev F, General Arrangement – 02 Dk, Bridge Dk, &

House Top

Coast Guard Drawing 627 WMEC 635-002, Rev B, Sheathing & Insulation

NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation For Compartments

Installation Details

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3D, Jan 2014, Coatings and

Colors Manual

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General Requirements

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, 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. 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).

3.1.4 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:

Workout equipment

Weights

Fire main piping

Ventilation

Washers

Dryers

Bosn’s storage cage

17 (Rev-0)

Vidmars

Drawers

Anchor handling motors

Bilge pump

Berthing racks

Lockers

Grating

Consumable cans/bottles

Racks

Theater seating

3.2 Renewal. The Contractor must renew all insulation identified in Table 1. Refer to the drawings listed in Section 2 for guidance.

3.2.1 Removal. Remove all existing insulation material.

3.2.2 Disposal. Dispose of all removed materials, in accordance with all applicable Federal, state, and local regulations.

3.2.3 Surface preservation. Prepare and coat all designated/exposed surfaces, including adjacent structural members, using the system specified for “Bulkheads and Overheads, Un-insulated Steel

(Appearance not a factor, i..e., voids) and Insulated Steel, Option II”, in SFLC Std Spec 6310 in

Appendix B (Cutter and Boat Interior Painting Systems).

NOTE

Power-tool cleaning to “Bare Metal”, in accordance with SSLC-SP 11, may be used as the surface preparation method, for the following situations:

1. Abrasive blasting is not permitted in location of work.

2. Surfaces being preserved are considered too small to merit abrasive-blasting.

3.2.4 Substrate inspection, visual inspection. Upon completion of surface preparation and prior to application of primer coat, the Contractor must visually inspect the prepared surfaces; submit a CFR.

3.2.5 New thermal insulation installation. Install new faced thermal insulation material, over plating surfaces and structural members identified in Table 1, as shown on NAVSEA Drawing 804-5773931.

Coat the newly installed insulation using the system specified for “Insulation Surfaces, Fiberglass

Sheet/Closed Cell PVC Foam” in SFLC Std Spec 6310, Appendix B (Cutter and Boat Interior Painting

Systems).

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.3 Operational test, initial. Prior to commencement of work, the Contractor must witness Coast Guard personnel perform an initial operational test of all items or shipboard devices to be disturbed, used, repaired, or altered, to demonstrate existing operational condition. Submit a CFR.

18 (Rev-0)

3.4 Operational test, post repairs. After completion of work, the Contractor must thoroughly test, in the presence of the Coast Guard Inspector and demonstrate all items or shipboard devices that have been disturbed, used, repaired, altered, or installed to be in satisfactory operating condition. Submit a CFR.

4. NOTES

4.1 Related work items. Work items interference removal should be performed in conjunction with

“Piping Insulation, Renew” item.

19 (Rev-0)

S_16802_ESD_0121_SWIT

S19_0010_16801_SRH_0321_620

S19_0018_16801_SRH_0321_620

S20_0030_16801_SRH_0321_620

WORK ITEM 3: Watertight Doors, External, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew the external watertight doors identified in Table 1.

TABLE 1 - WATERTIGHT DOORS

DESCRIPTION LOCATION DRAWING

QAWTD 01-58-1; 26” x 66” Quick-

Acting Watertight Door, Steel, 10-

Dog, LH Swing

Passage (01-69-0-L) BUSHIPS 805-1400050

QAWTD 01-58-2; 26” x 66” Quick-

Acting Watertight Door, Steel, 10-

Dog, RH Swing

Helo Svc Rm (01-92-0-Q) BUSHIPS 805-1400050

*QAWTD 01-70-1; 26” x 66”

Quick-Acting Watertight Door, Steel, 8-Dog, RH Swing

Passage (01-69-0-L) BUSHIPS 805-1400056

*QAWTD 01-95-2; 26” x 66”

Quick-Acting Watertight Door, Steel, 8-Dog, LH Swing

Helo Svc Rm (01-92-0-Q) BUSHIPS 805-1400056

QAWTD 1-77-1; 26” x 66” Quick-

Acting Watertight Door, Steel, 8-

Dog, RH Swing

Passage (1-52-01-L) BUSHIPS 805-1400056

QAWTD 1-77-2; 26” x 66” Quick-

Acting Watertight Door, Steel, 8-

Dog, LH Swing

Passage (1-52-01-L) BUSHIPS 805-1400056

*QAWTD 1-144-1; 26” x 66”

Quick-Acting Watertight Door, Steel, 8-Dog, RH Swing

Crew’s Mess (1-121-0-L) BUSHIPS 805-1400056

QAWTD 1-144-4; 30 x 66” Quick-

Acting Watertight Door, Steel, 10-

Dog, LH Swing

Vestibule (1-143-2-L) BUSHIPS 805-1400050

*Replace door panel only.

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

20 (Rev-0)

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

N ***26 x 66 inches Quick-

Acting Watertight Door, Steel, 10-Dog, LH Swing

NSN: 2040-00-554-6215 2 ea. 5,800.00

N ***30 x 66 inches Quick-

Acting Watertight Door, Steel, 10-Dog, RH Swing

NSN: 2040-00-554-6216 1 ea. 5,800.00

N ***26 x 66 inches Quick-

Acting Watertight Door, Steel, 8-Dog, LH Swing

NSN: 2040-00-542-0201 2 ea. 5,800.00

N ***26 x 66 inches Quick-

Acting Watertight Door, Steel, 8-Dog, RH Swing

NSN: 2040-00-542-0200 3 ea. 5,800.00

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

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Bill of Materials 627 WMEC 327, Rev G, Watertight Doors, Hatches & Scuttles

Coast Guard Drawing 627 WMEC 131-001, Rev D, Second & Main Deck Plating & Supports

Coast Guard Drawing 627 WMEC 136-001, Rev G, 01, 02 & Bridge Deck Plating & Supports

Coast Guard Drawing 627 WMEC 152-001, Rev F, Superstructure – Aircastle, 01 & 02

Deckhouse & Stack

Coast Guard Drawing 627 WMEC 167-001, Rev L, Schedule of Steel Doors, Hatches, Scuttles &

Manholes

Coast Guard Drawing 627 WMEC 601-004, Rev D, General Arrangement Main & 01 Deck

Coast Guard Drawing 627 WMEC 635-002, Rev B, Sheathing & Insulation

NAVSEA Drawing 167-7379842, Rev A, Procedure & Welding Sequence for Non-Ballistic, Watertight & Airtight Quick Acting or Individually Dogged Personnel Doors

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

OTHER REFERENCES

Commercial Item Description (CID) A-A-59316, 2016, Abrasive Materials; for Blasting

Military Specification MIL-A-22262B, Jan 2021, Abrasive Blasting Media Ship Hull Blast

Cleaning

21 (Rev-0)

The Society for Protective Coatings (SSPC)/NACE International (NACE) 2007, Joint Surface

Preparation Standard SSPC-SP 10/NACE No. 2, Near-White Metal Blast Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Standard No. 11 (SSPC-SP 11), 2013, Power-Tool Cleaning to Bare Metal

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

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).

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:

Insulation

Bulkhead

Deck equipment

Doors

Piping

3.2 Renewal. The Contractor must crop, remove, and dispose of the doors identified in Table 1 of this work item, including the associated coaming in accordance with SFLC Std Spec 0740 and using the Coast

Guard drawing(s) listed under Section 2 (References) as guidance. For door renewals listed in Table 1 as

“*Panel Only”, the Contractor must leave the existing frame/coaming in place and renew only the door panel

3.2.1 For watertight door renewals, inspect adjacent bulkhead structure for straightness prior to installation. Submit CFR with repair plan for any warped or twisted bulkhead structure resulting in a gap greater than 1/16” between the bulkhead plating and new door frame.

3.2.2 Install GFP doors in place of those removed. When GFP doors are not provided, the Contractor must fabricate and install a new door or scuttle. Use NAVSEA Drawing 167-7379842 and manufacturer instructions as guidance for installation.

3.2.3 Perform all necessary modifications not limited to relocation, fabrication and installation of a new securing device, and modifications to ensure all renewed items properly fit and function. At the direction of the Coast Guard Inspector, perform all necessary relocation and modification of securing latches.

3.2.4 Provide and install new gaskets and fasteners for each new installation identified in Table 1.

22 (Rev-0)

NOTES

1. Testing fitup of new door frame in structural cutout and balanced welding operations are crucial to ensuring proper alignment. Satisfactory operation of closure should be checked prior to, during, and after welding. Welding should be staggered around frame perimeter and on both sides of the closure to minimize distortion.

2. Where possible, the door should be closed and dogged during welding.

3. Geometric dimensioning and tolerance variances and minor hardware differences are to be expected with the Government-furnished closures. These variances and differences are not limited to the following: location and physical size of the hinge assemblies; location, physical size, and number of flush mounted pockets; location, size, and orientation of securing devices.

3.3 Boundary test. Upon complete renewal of each structural closure, the Contractor must perform the following boundary tests in accordance with SFLC Std Spec 0740, Appendix C. Submit a CFR.

chalk test water hose test

NOTE

Do not paint knife-edges, gaskets, or any moving parts; including dogs, nuts, wedges, spindles, yokes, packing, connecting rods and hinge pins.

3.4 Preservation. The Contractor must prepare and coat the surfaces of all installed items identified in

Table 1 of this work item in accordance with Table 2 and as determined by the material to be preserved.

TABLE 2 – SURFACE PREPARATION AND COATING

PREPARATION

COATING

SURFACE STEEL ALUMINUM STEEL ALUMINUM

DOOR

EXTERIOR

SSPC-SP10/NACE

No. 2, using grit conforming to MIL-

A-22262 (1.5 to 2.5 mil anchor profile)

-Or-

SSPC-SP 11 (1.0

mil anchor profile)

Brush blast to bare metal with clean, fine aluminum oxide, garnet or equivalent inert material conforming to

CID A-A-59316, Type I

& IV (1.0-1.5 mil anchor profile).

-Or-

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

SFLC Std Spec 6310, Appendix A (Cutter and Boat Exterior

Painting Systems)

“Freeboard/

Superstructure/Mast”

Freeboard/Superstruct ure, Steel – Prone to

Mechanical Damage or High Wear

SFLC Std Spec 6310, Appendix A (Cutter and Boat Exterior

Painting Systems)

“Freeboard/

Superstructure/Mast”

Option I for

Freeboard/Superstruct ure, Aluminum or

Galvanized Steel

DOOR

INTERIOR

SSPC-SP 11 (1.0

mil anchor profile)

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

SFLC Std Spec 6310 , Appendix B (Cutter and

Boat Interior Painting Systems) “Door, Joiner, Option I”

23 (Rev-0)

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

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.5 Operational test, post repairs. After completion of work, the Contractor must thoroughly test (in the presence of the Coast Guard Inspector) and demonstrate all items or shipboard devices that have been disturbed, used, repaired, altered, or installed to be in satisfactory operating condition. Submit a CFR.

The Contractor must demonstrate:

Closures are properly secured to prevent accidental or unintentional movement.

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

3.6 Insulation, install. The Contractor must install new insulation material on the inside of the door panel to the same standard as the adjoining bulkhead, as specified on Coast Guard Drawing 627 WMEC 635-

002. Coat the newly installed insulation using the system specified for “Insulation Surfaces, Fiberglass

Sheet/Closed Cell PVC Foam” in SFLC Std Spec 6310, Appendix B (Cutter and Boat Interior Painting

Systems).

4.1 Damage control decals. Ship’s force will apply damage control decals.

24 (Rev-0)

S_5XXXX_PpngRnwl_SWIT_SLE_0121_SWIT

S20_0009_53400_SRH_0321_620

WORK ITEM 4: Boiler Piping, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew designated Boiler Feed

Water piping, located in the Engine Room (4-108-0-E).

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 627 WMEC 535-001, Rev G, Diagram Steam, Feed and Condensate

System Piping

Coast Guard Drawing 627 WMEC 535-002, Rev H, Arr. Stm., Feed & Condensate System Piping

Coast Guard Drawing 627 WMEC 601-003, Rev E, General Arrangement – Second and Third

Decks

Coast Guard Drawing 627 WMEC 635-002, Rev B, Sheathing & Insulation

NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

OTHER REFERENCES

ASTM International…