Sockeye_DS_FY19_Spec_Rev0.pdf

70Z08019-Q-P4501600

USCGC SOCKEYE (WPB 87337)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2019

Developed By: David W Forrest

(Rev-0, 30 July 2018)

USCGC SOCKEYE (WPB-87) DOCKSIDE AVAILABILITY FY2019

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. vi Consolidated List of Critical Inspection Items ........................................................................................... vii Principal Characteristics ............................................................................................................................ viii General Requirements WORK ITEM 1: P-100 Heater Receptacle, Install WORK ITEM 2: Bilge, Forward Pocket, Engine Room, Preserve WORK ITEM 3: Interior Deck Covering System, Renew WORK ITEM 4: Fasteners, Access Cover, Renew WORK ITEM 5: Interior Deck Covering System, Reseal WORK ITEM 6: HVAC System, Ducting, Clean WORK ITEM 7: Ventilation System, Engine Room Supply and Exhaust Fan Assemblies, Clean and

Inspect 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 Drawing 87 WPB 111-001, Rev G, Shell Expansion

Coast Guard Drawing 87 WPB 113-001, Rev E, Platform Plating & Framing

Coast Guard Drawing 87 WPB 113-001, Rev E, Platform Plating and Framing

Coast Guard Drawing 87 WPB 116-001, Rev -, Longitudinal Girders & BHD’s

Coast Guard Drawing 87 WPB 117-001, Rev F, Transverse Sections

Coast Guard Drawing 87 WPB 185-001, Rev AN, Auxiliary Foundation Booklet

Coast Guard Drawing 87 WPB 514-001, Rev M, HVAC Duct & Piping System

Coast Guard Drawing 87 WPB 601-001, Rev R, Outboard Profile & General Arrangements

Coast Guard Drawing 87 WPB 634-001, Rev D, Deck Covering and Details

Coast Guard Drawing 87 WPB-331-001, Rev P, Lighting System Deck Plan

Coast Guard Drawing 87 WPB-621-001, Rev H, Joiner Work Details

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual

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

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2014, Shipboard Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2014, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation

Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2014, Clean Shipboard Ventilation Systems

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

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures v (Rev-0)

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2018, Install Interior Deck Covering Systems

OTHER REFERENCES

DOD-STD-2003-4, Electric Plant Installations, Standard Methods for Surface Ships and Submarines, 17 Dec 1990

MIL-C-24643A, Cable and Cord, Electrical, Low Smoke, for Shipboard Use, 22 Aug 2002

MIL-PRF-24613, Nov 2007, Deck Covering Materials, Interior, Cosmetic Polymeric vi (Rev-0)

CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY

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

WORK

ITEM

MTI ITEM

DESCRIPTION

NSN/PN QTY ESTIMATED

COST

($/UNIT)

1 N Aluminum

Receptacle Pauluhn Electric, Part

No.2583A-125 1 ea.

1 N Aluminum Plug Pauluhn Electric, Part No.2506A-125

1 ea.

1 N Aluminum Cable Gland

Pauluhn Electric Part No.

INX1502ACG

3 ea.

1 N Cold Weather Kit E-Tip Inc. UN-42.5LWD 1 kit 4 N ***Fasteners, hatch N/A 1 kt. 0.00 7 N **Fan, Tube Axial NSN: 4010-01-598-0425 1 ea. 2310.15 7 N **Fan, Tube Axial NSN: 4010-01-598-1549 1 ea. 3092.32

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

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

***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter vii (Rev-0)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000, paragraph 3.2.6.5 (Inspection report particulars)):

Work Item

Title

2 Bilge, Forward Pocket, Engine Room, Preserve viii (Rev-0)

PRINCIPAL CHARACTERISTICS

87' WPB

PHYSICAL

Length overall 87' Length between perpendiculars 81' 7" Depth 10' 11" Maximum beam 19.4' Draft, mean to design waterline 5' 9" Height of highest projection 50.2' Full load displacement 93.5 long tons Minimum operating displacement 83.9 long tons Displacement, light ship 77.9 long tons Framing Longitudinal Bulkheads Four watertight bulkheads located below the Main Deck Anchor 40 lb Fortress with 480 ft. 3 strand 5/8" dia. Line stayset

HULL

Hull/main weatherdeck material ABS Grade AH 36 Superstructure 5086 Aluminum

MACHINERY

Main propulsion Two MTU 8V396TE94, sequential turbo-charged diesels Reduction gears Two ZF Type BW 255 Propulsion shaft Two AQUAMET 22, 101.6mm Shaft diameter 4" Shaft seal Two John Crane mechanical seals Shaft bearing, intermediate Thordon Elastomeric Bearing Shaft bearing, aft Thordon Elastomeric Bearing Number of propellers 2 Number of blades 5 Diameter of propeller 1040mm Pitch 1230 mm fixed Shaft RPM 828 Rudders Two 316L Stainless Steel Ship's service generators Two Man Model D08241F01 diesel with Stanford 60KW Generator

TANK CAPACITIES

3-9-1-f (fuel oil) 1402 gal 3-9-2-f (fuel oil) 1402 gal 3-12-2-f (waste oil) 86 gal 3-12-1-f (oily water) 86 gal 3-7-0-q (sewage collection) 352 gal 3-7-1-q (grey water) 52 gal 3-12-1-w (fresh water) 200 gal 3-12-2-w (fresh water) 200 gal

1 (Rev-0)

00000_0618_FLT

REC_00000_FLT_Commercial Project @ CG Facility (1212)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at a Coast Guard facility for Coast Guard vessels.

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual

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

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes

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

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General. The Contractor shall conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability.

NOTE

The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

2 (Rev-0)

3.2 Contractor-provided fire watch personnel. The Contractor shall provide fire watch personnel and equipment.

3.3 Preservation requirements. The Contractor shall accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior).

NOTE

Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes (provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.

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

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

3.5.1 USCG facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is _small_.

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

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

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

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

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

3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, 3 (Rev-0) and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas;

ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

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

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

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

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

3.6 Local Policy. None.

3.7 SFLC standard specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2014 Edition Standard Specifications and supersede published content:

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

3.7.2.2 Change Std Spec 0000 paragraph 3.2.4.2.3(QP 1 inspector or tech rep duties) bullet, “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.19 of SFLC Std Spec 6310 (Critical drying time requirements)).” to “Determine when applied coats have sufficiently

4 (Rev-0) cured for overcoating or for system service resumption (see paragraph 3.1.17 of SFLC Std Spec 6310 (Critical drying time requirements)).”

4. NOTES

4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

5 (Rev-0)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK ITEM

WORK ITEM TITLE

LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.

CHECKPOINT 2 - PAINT STORAGE

Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfgr.

CHECKPOINT 3 - AMBIENT CONDITIONS

Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).

Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).

Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfgr.

CHECKPOINT 4 - PRE-SURFACE PREPARATION

Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.

Verify equipment setup, blast media, and surface preparation methods match designated test coupon.

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).

Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.

Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Verify proper mixing and stand-in (induction) times.

Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.

Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).

Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.

Brush out all runs, sags, drips, and puddles.

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

Verify proper mixing and stand-in (induction) times, as applicable.

Verify wet film thickness at random, to prevent under or over application.

Brush out all runs, sags, drips, and puddles.

CHECKPOINT 9 – FINAL INSPECTION

Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.

Ensure that system cure is in accordance with manufacturer's recommendation for intended service.

Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.

For immersion coatings (including tank U/W body), record date and time of the following events:

Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____

CHECKPOINT 10 – RECORD KEEPING

Complete, sign, and submit all provided QA Inspection Forms.

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

6 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

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 /

8 (Rev-0)

TIME

9 (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).

10 (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)

11 (Rev-0)

12 (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

13 (Rev-0)

EC_087-A-007_32410_BDF_0812_87WPB

WORK ITEM 1: P-100 Heater Receptacle, Install

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to install a Government-furnished receptacle for the pre-heater to the portable P-100 pump.

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

N Aluminum Receptacle Pauluhn Electric, Part No.2583A-

1 ea.

N Aluminum Plug Pauluhn Electric, Part No.2506A-

1 ea.

N Aluminum Cable Gland Pauluhn Electric Part No.

INX1502ACG

3 ea.

N Cold Weather Kit E-Tip Inc.

UN-42.5LWD

1 kit

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB-331-001, Rev P, Lighting System Deck Plan

Coast Guard Drawing 87 WPB-621-001, Rev H, Joiner Work Details

COAST GUARD PUBLICATIONS

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

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2014, Shipboard Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2014, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation

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

OTHER REFERENCES

DOD-STD-2003-4, Electric Plant Installations, Standard Methods for Surface Ships and Submarines, 17 Dec 1990

14 (Rev-0)

MIL-C-24643A, Cable and Cord, Electrical, Low Smoke, for Shipboard Use, 22 Aug

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Technical Representative.

Not applicable.

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

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the following:

Sheathing.

Insulation.

3.1.5 Electrical work. The Contractor shall accomplish all electrical work in accordance with SFLC Std Spec 3042, and test cables in accordance with SFLC Std Spec 3041.

3.2 Installation. The Contractor shall:

3.2.1 Furnish fit and install an aluminum pipe nipple and associated threaded coupling through the bulkhead on the port side of WTD 1-15-0, at 25-inches above the deck and 8.5-inches from the inboard edge of the sheathing frame around the door, shown on Coast Guard Drawing 87 WPB-621-001, Sheet 6 and as designated by the Coast Guard inspector.

3.2.2 Fabricate and install two pieces of aluminum angle of appropriate length as a mounting bracket for the new Government-furnished receptacle on the outside bulkhead.

3.2.3 Install Government-furnished receptacle to the outside bulkhead onto the newly fabricated mounting bracket using stainless steel hardware as designated by the Coast Guard inspector.

3.2.4 Furnish and install new stuffing tubes at location of new receptacle for P-100 heater and existing 120 Volt GFCI receptacle as shown on DOD-STD-2003-4, Fig. 3B11 through 3B-19 as applicable.

15 (Rev-0)

3.2.5 Furnish, install and connect new LSDSGU-4 electric cable conforming to MIL-C-24643A between existing GFCI receptacle and the newly installed P-100 heater receptacle using the newly installed stuffing tubes.

3.2.6 Install Government-furnished heater plate “Cold Weather Kit” between engine block and frame of the P-100 pump. Install Government-furnished aluminum plug, part No. 2506A-125 in place of existing plug to mate with the new Government-furnished receptacle.

3.3 Touch-up preservation. The Contractor shall 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

This section is not applicable to this work item.

16 (Rev-0)

S18_001_63100_FJL_0618_87337

WORK ITEM 2: Bilge, Forward Pocket, Engine Room, Preserve

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform 100% preservation of the bilge between frames 14 and 15, and longitudinals L4 and L8.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 111-001, Rev G, Shell Expansion

Coast Guard Drawing 87 WPB 116-001, Rev -, Longitudinal Girders & BHD’s

Coast Guard Drawing 87 WPB 117-001, Rev F, Transverse Sections

COAST GUARD PUBLICATIONS

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

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

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General.

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

3.3 Substrate inspection.

3.1.2 Tech Rep.

17 (Rev-0)

Not applicable.

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

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the following:

Port and starboard fire pumps

Deckplates

Deckplate framing

3.1.5 Operational test, initial. Prior to commencement of work, the Contractor shall 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.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.2 Surface preservation. Using Coast Guard Drawings 87 WPB 111-001, 87 WPB 116-001, 87 WPB 117-001, and 87 WPB 122-001 as guidance, the Contractor shall perform 100% preparation and preservation of the designated engine room bilge surface areas, including all adjacent structural members, using the system specified for “Bilges, Cofferdams, and Forepeaks, Option II or III”, in SFLC Std Spec 6310 Appendix B. Select color Red (20152) as the finish/top coat color.

NOTE

Application of the topcoat specified herein may require the use of plural-component spray equipment, or other suitable methods, to compensate for the coating system’s relatively short pot life.

3.3 Substrate inspection. After completion of surface preparation and before primer coat application, the Contractor shall perform a visual inspection of all prepared surfaces. Submit a

CIR.

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

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

NOTE

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

3.5. Operational test, post repairs. After completion of work, the Contractor shall thoroughly test, in the presence of the Coast Guard Inspector and demonstrate all items or shipboard devices that

18 (Rev-0) have been disturbed, used, repaired, altered, or installed to be in satisfactory operating condition.

Submit a CFR.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

19 (Rev-0)

S17_005_63400_FJL_0618_87337

WORK ITEM 3: Interior Deck Covering System, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew the deck covering systems designated below. If an “X” appears beside the location, that area is designated for renewal. If an “X” does not appear beside the location then that area is NOT designated for renewal.

TABLE I - DECKING SYSTEM

LOCATION

AREA

(*SQFT)

DECK

MTL

(A/S**)

SYSTEM/APPENDIX

(SFLC STD SPEC

6341)

***COVE

BASE

SYSTEM

COLOR

UNDERLAYMENT

REQUIREMENT

Berthing (1-8-1-L)

20 S Carpeting, Appendix E Yes:__ No :__

See Paragraph 3.2.3.1

(1-8-2-L)

20 S Carpeting, Appendix E

Head

(1-10-2-L) 15 S

Epoxy Flake System, Type I/ Appendix A See Para 3.2.2

New: __ Retain Existing:__ Insulating:__ None:__

Shower

(1-10-1-L) 9 S

Epoxy Flake System, Type I/ Appendix A See Para 3.2.2

Insulating:__ None:__

X Office

(1-10-0-Q) 120 S

Laminate, See Para 3.2.4

Retain Existing:_X_

(2-2-0-L)

30 A Carpeting, Appendix E Yes: .

Head

(2-5-2-L) 12 A

One-Step Epoxy System /Appendix A See Para 3.2.1

Shower

(2-5-1-L) 9 S

Epoxy Flake System, Type I/ Appendix A See Para 3.2.2

(2-6-2-L)

20 S Carpeting, Appendix E Yes: .

20 (Rev-0)

(2-6-1-L)

25 S Carpeting, Appendix E Yes: _

Passage

(2-5-0-L) 40 A

Epoxy Flake System, Type I/ Appendix A See Para 3.2.2

Mess Deck and Galley

(2-9-2-Q, 2-9- 1-Q)

250 A Epoxy Flake System, Type I/ Appendix A See Para 3.2.2

New: ___

Insulating:__ None:__

*Approximated.

**Note: A = Aluminum; S = Steel.

***See SFLC Std Spec 6341 for definition of cove base.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 634-001, Rev D, Deck Covering and Details

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2018, Install Interior Deck Covering Systems

OTHER REFERENCES

MIL-PRF-24613, Nov 2007, Deck Covering Materials, Interior, Cosmetic Polymeric

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

21 (Rev-0) seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the following:

Desk

File cabinets

3.2 Deck covering renewal. Using Coast Guard Drawing 87 WPB 634-001 as guidance, the Contractor shall renew the deck covering systems in the space or spaces identified in Table 1 as specified below. Renew the associated underlayment and cove base as indicated in Table 1.

3.2.1 Cosmetic polymeric epoxy resin, Type III (One-Step Epoxy). Where this covering is specified under Table 1 above, the Contractor shall renew the deck covering material using Cosmetic Polymeric Epoxy Resin, Type III, Class 3 (One-Step Epoxy System), in accordance with appendix A of SFLC Std Spec 6341. Apply initial sealer coat.

CAUTION

Cosmetic polymeric epoxy system is installed over delicate joiner deck.

Do not damage joiner deck during removal of existing deck material.

To minimize impact on cutter weight & moment, do not add excessive deck covering material, beyond what was removed. Make new deck covering thickness as close as practicable to the original, pre-resealed thickness.

3.2.2 Cosmetic polymeric epoxy resin, Type I (Epoxy Flake). Where this covering is specified under Table 1 above, the Contractor shall renew the deck covering material using Cosmetic Polymeric Epoxy Resin, Type I, Class 2 (Epoxy Flake System), in accordance with appendix A of SFLC Std Spec 6341.

3.2.3 Carpeting. Where this covering is specified under Table 1 above, the Contractor shall remove existing deck covering system, prepare and paint underlying substrate, then apply new carpeting system in accordance with Appendix E of SFLC Std Spec 6341.

3.2.3.1 Upon removal of existing carpet, the Contractor shall perform inspection of underlying substrate to determine extent of necessary repairs. Submit CFR.

3.2.4 Laminate deck. When specified under Table 1 above, the Contractor shall renew the deck covering in the ship’s office (1-10-0-Q) in accordance with Coast Guard Drawing 87 WPB 634- 001.

3.2.4.1 Upon removal of existing laminate deck covering system, the Contractor shall perform inspection of underlying substrate to determine extent of necessary repairs. Submit CFR.

22 (Rev-0)

3.2.4.2 The Contractor shall omit installation of the compass rose in the center of the deck, and instead shall cover the entire deck in the compartment with laminate material.

3.3 Non-skid patches. The Contractor shall Renew pc 7 of Coast Guard Drawing 87 WPB 634- 001 (slip-resistant treads) around ladders and watertight doors where disturbed IAW Coast Guard drawing 87-WPB-634-001.

23 (Rev-0)

S18_002_16701_FJL_0618_87337

WORK ITEM 4: Fasteners, Access Cover, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew fasteners on the non-tight hatch located in the forward passageway 2-5-0-L.

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

N ***Fasteners, hatch N/A 1 kt. 0.00

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

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 113-001, Rev E, Platform Plating and Framing

COAST GUARD PUBLICATIONS

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

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

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

24 (Rev-0) area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

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

3.1.5 Operational test, initial. Prior to commencement of work, the Contractor shall 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.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.2 Work particulars. The Contractor shall renew hinge fasteners for the non-tight void access cover designated by the Coast Guard Inspector, located in the forward passageway, Compartment 2-5-0-L. Use GFP fasteners provided in Section 1.2 above. Use Coast Guard Drawing 87 WPB 113-001 as a guide for installation.

3.3 Operational test, post repairs. After completion of work, the Contractor shall 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.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.4 Touch-up preservation. The Contractor shall 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.)

25 (Rev-0)

S18_005_63410_FJL_0618_87337

WORK ITEM 5: Interior Deck Covering System, Reseal

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to reseal the deck covering systems designated below. If an “X” appears beside the location, that area is designated for resealing. If an “X” does not appear beside the location then that area is NOT designated for resealing.

TABLE I - DECKING SYSTEM

LOCATION

AREA

(*SQFT)

DECK

MTL

(A/S**)

SYSTEM/APPENDIX

(SFLC STD SPEC

6341)

***COVE

BASE

SYSTEM

COLOR

UNDERLAYMENT

REQUIREMENT

X Head

(1-10-2-L) 15 S

Epoxy Flake System, Type I/ Appendix A See Para 3.2.2

Insulating:__ None:__

X Shower

(1-10-1-L) 12 S

Epoxy Flake System, Type I/ Appendix A See Para 3.2.2

Insulating:__ None:__

X Head

(2-5-2-L) 12 A

Epoxy Flake System, Type I/ Appendix A See Para 3.2.2

Insulating:__ None:__

X Shower

(2-5-1-L) 9 S

Epoxy Flake System, Type I/ Appendix A See Para 3.2.2

Insulating:__ None:__

X Passage

(2-5-0-L) 40 A

Epoxy Flake System, Type I/ Appendix A See Para 3.2.2

Retain Existing:X__

Mess Deck and Galley

(2-9-2-Q, 2-9- 1-Q)

250 A Epoxy Flake System, Type I/ Appendix A See Para 3.2.2

New: ___

Insulating:__ None:__

*Approximated.

**Note: A = Aluminum; S = Steel.

***See SFLC Std Spec 6341 for definition of cove base.

1.2 Government-furnished property.

None.

26 (Rev-0)

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 113-001, Rev E, Platform Plating & Framing

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2018, Install Interior Deck Covering Systems

OTHER REFERENCES

MIL-PRF-24613, Nov 2007, Deck Covering Materials, Interior, Cosmetic Polymeric

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

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

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the following:

Toilets

3.2 Work particulars. The Contractor shall reseal the deck covering systems in the space or spaces identified in Table 1 above, as detailed below. Use Coast Guard Drawing 87 WPB 113- 001 for joiner deck details.

27 (Rev-0)

CAUTION

Cosmetic polymeric epoxy system is installed over delicate joiner deck.

Do not damage joiner deck during removal of top layer of existing deck material.

To minimize impact on cutter weight & moment, do not add excessive deck covering material, beyond what was removed. Make new deck covering thickness as close as practicable to the original, pre-resealed thickness.

3.2.1 Cosmetic polymeric epoxy resin, Type III (One-Step Epoxy). Where this covering is specified under paragraph 1.1 above, The Contractor shall sand down the existing deck covering seal coat to remove all discolorations and damage. Apply new layer of deck covering material as necessary using Cosmetic Polymeric Epoxy Resin, Type III (One-Step Epoxy System), in accordance with appendix A of SFLC Std Spec 6341. Reapply sealer coat.

3.2.2 Cosmetic polymeric epoxy resin, Type I (Epoxy Flake). Where this covering is specified under paragraph 1.1 above, the Contractor shall sand down the existing deck covering to the color layer to remove all discolorations and damage. Reapply color coat to obtain uniform color.

Reapply sealers.

3.3 Non-skid patches. The Contractor shall renew pc 7 of Coast Guard Drawing 87 WPB 634- 001 (slip-resistant treads) around ladders and watertight doors where disturbed IAW Coast Guard drawing 87-WPB-634-001.

3.4 Touch-up preservation. The Contractor shall 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.)

28 (Rev-0)

S17_007_51401_FJL_0917_87337

WORK ITEM 6: HVAC System, Ducting, Clean

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean the shipboard HVAC system ducting.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 514-001, Rev M, HVAC Duct & Piping System

COAST GUARD PUBLICATIONS

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

Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2014, Clean Shipboard Ventilation Systems

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

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

Not Applicable.

29 (Rev-0) area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the following:

Ducting screens.

Electric preheaters.

Overhead sheathing and panels.

Ventilation covers.

3.1.5. Operational test - initial. Prior to commencement of work, the Contractor shall witness an operational pre-test (by Coast Guard personnel) of the ventilation systems included in this work item, to demonstrate existing operational condition. Submit a CFR.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.2 Cleaning particulars. Using Coast Guard Drawing 87 WPB 514-001 as guidance, the Contractor shall accomplish the following:

3.2.1 Clean all supply and exhaust portions of the HVAC system (all ducting leading to and from the air handler unit) in accordance with SFLC Std Spec 5100. Cleaning shall be conducted away from air handler unit.

3.2.2 Mark the positions of all diverting, balance, and splitter dampers prior to disassembly and restore to original configuration at reassembly.

3.3 Operational test – post repairs. In the presence of the Coast Guard Inspector, the Contractor shall thoroughly test and prove the disturbed ventilation systems to be in satisfactory operating condition. Repair all leaks. Submit a CFR.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

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

30 (Rev-0)

31 (Rev-0)

51300_FJL_0917_87337

WORK ITEM 7: Ventilation System, Engine Room Supply and Exhaust Fan Assemblies, Clean and Inspect

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the engine room supply and exhaust fan assemblies.

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

N **Fan, Tube Axial NSN: 4010-01-598-0425 1 ea. 2310.15 N **Fan, Tube Axial NSN: 4010-01-598-1549 1 ea. 3092.32

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

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 185-001, Rev AN, Auxiliary Foundation Booklet

Coast Guard Drawing 87 WPB 601-001, Rev R, Outboard Profile & General Arrangements

COAST GUARD PUBLICATIONS

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

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

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

32 (Rev-0)

None.

Not applicable.

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

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the following:

Louver screens

3.1.5 Operational test, initial. Prior to commencement of work, the Contractor…