ATTACHMENT_2-SPECIFICATION_REV-0_11_APRIL_2019.pdf

USCGC ADELIE (WPB 87333)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2020

Developed By: James E Beechey

(Rev-0, 11 April 2019)

USCGC ADELIE (WPB-87) DOCKSIDE AVAILABILITY FY2020

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: Watertight Closures, Assess WORK ITEM 2: Main Diesel Engine Assemblies, Perform W-5 Maintenance And Update Control

System Configuration WORK ITEM 3: Electrical Power Distribution System, Thermographic Inspection (450 VAC And

Below) WORK ITEM 4: Ventilation System, Engine Room Supply and Exhaust Fan Assemblies, Clean and

Inspect WORK ITEM 5: Fire Alarm Control Panel, Replace WORK ITEM 6: HVAC Ducting System, Repair WORK ITEM 7: Insulation, Renew WORK ITEM 8: Ducting, HVAC and Gaylord Hood Systems, Clean 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 167-002, Rev B, CG Schedule of Doors, Manholes, Windows & Hatches Coast Guard Drawing 87 WPB 167-003, Rev -, Weather Tight Door for Fuel Station Access Coast Guard Drawing 87 WPB 167-004, Rev G, W.T. Doors and Hatches Coast Guard Drawing 87 WPB 185-001, Rev AN, Auxiliary Foundation Booklet Coast Guard Drawing 87 WPB 252-002, Rev P, Alarm and Monitoring System Coast Guard Drawing 87 WPB 302-001, Rev W, Misc. Controls Wiring Diagram Coast Guard Drawing 87 WPB 310-001, Rev H, Ship’s Service One-Line Diagram Coast Guard Drawing 87 WPB 321-001, Rev K, Power System Deck Plan Coast Guard Drawing 87 WPB 321-002, Rev AM, Power & Lighting Circuit Details & V.D. Calculations Coast Guard Drawing 87 WPB 331-001, Rev P, Lighting System Deck Plan Coast Guard Drawing 87 WPB 436-001, Rev D, Fire Detection System Coast Guard Drawing 87 WPB 514-001, Rev M, HVAC Duct & Piping Systems Coast Guard Drawing 87 WPB 601-001, Rev R, Outboard Profile & General Arrangements Coast Guard Drawing 87 WPB 635-001, Rev C, Linings And Insulation Plan & Details Coast Guard Drawing 87 WPB 651-001, Rev E, Galley Mess Equipment

COAST GUARD PUBLICATIONS

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

Manual Coast Guard Technical Publication (TP) 4562, SWBS 510, March 2003, Heating, Ventilation & Air

Conditioning (HVAC) System (87’ WPB Class Cutters) Coast Guard Technical Publication (TP) 4573, Coolant Heating System, 17 March 2003 Coast Guard Technical Publication (TP) 9051, SWBS 436, Mar 2016, Fire Alarm Control Panel NFS-

320/E/C & LCD2-80, Multiple Class Cutters 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 3041 (SFLC Std Spec 3041), 2014, Shipboard

Electrical Cable Test v (Rev-0)

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

OTHER REFERENCES

American Society for Nondestructive Testing, SNT-TC-1A: Personnel Qualification and Certification in

Nondestructive Testing, 2016 Installation of MTU Electronic Systems E 530 606/06E MTU 8V 396 TE.4 Maintenance Manual M020046/21E MTU 8V 396 TE94 Description and Operation Manual M011511/00E MTU 8V 396 TE94 Parts Catalog M033971/00DE, Order #771903 MTU 8V396 TE.4 Tolerances & Wear Limits List M070026/00E MTU Customer Connecting System CCS for ECS 396, E 531 415/00EMTU Electrical Start Device SUE-

ES for ECS 396, E 531 482/00E MTU Customer Connecting System CCS for ECS 396, E 531 416/00E MTU Electrical Start Equipment SUE-ES Illustrated Parts Catalog E 535 187/00ED MTU Engine Control System Illustrated Parts Catalog E 535 145/01ED MTU Engine Management System Typ ECS 396/S Version E & F with ETB 4E/ETB 4F Document numbers; E 531 406/01 E, E 531 405/ 01E & E 531 403/02E MTU Exhaust Turbocharger ZR140 M040052/10E MTU Fluids and Lubricants Specification A001061/35E MTU Junction Box CCS-ECS 396E Illustrated Parts Catalog E 535 151/01ED MTU Local Operating Panel for ECS E 531 301/01E MTU Local Operating Panel LOP-ECS Illustrated Parts Catalog E 535 297/02ED MTU Monitoring & Control Unit Documentation E 535 164/00ED MTU Service Information 396-99/0562B Electric Governor Actuator with Oil Drain MTU Solenoid Actuator, Description, Assembly Instructions M040082/10E MTU Tool List M004021/20DE 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)

2 Y Cylinder Head NSN: 2815-12-345-1076 16 3274.71 2 Y A Bank Turbocharger NSN: 2950-12-347-2009 2 12,642.58 2 Y B Bank Turbocharger NSN: 2950-12-347-2010 2 11,050.16 2 Y Sea Water Pump NSN: 2930-12-344-4810 2 15,086.29 2 Y Jacket Water Pump NSN: 2930-12-344-4606 2 3799.67 2 Y Starter NSN: 2920-12-156-2556 2 3255.35 2 Y **Charge Air Cooler NSN: 2930-12-354-2436 2 32,974.85 2 Y **Injector with retainer NSN: 2910-12-341-9988 16 706.45 2 N **Cylinder Liner NSN: 2815-12-315-7282 16 1103.14 2 N **Piston NSN: 2815-12-362-8999 16 3816.34 2 N/A Engine Acceptance

Test Record

N/A 1/MDE N/A

4 N **Fan, Tube Axial NSN: 4140-01-598-0425 1 ea. 2,223.72 4 N **Fan, Tube Axial NSN: 4140-01-598-1549 1 ea. 3,091.15 5 N Fire Alarm Control

Panel NSN: 6320-01-F18-5529 1 ea. 2,185.00

5 N Battery, 12 Volt, 12

AH

NSN: 6140-01-529-4234 2 ea. 151.95

*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

This section is not applicable to this package.

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 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 _________. (to be provided upon award of contract)

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

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

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

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

3.5.2 Test and procedures. The Contractor 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

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

3.5.4 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:

3.7.1 Change to 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.”

3.7.1.1 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

4 (Rev-0)

SFLC Std Spec 6310 (Critical drying time requirements)).” to “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.17 of SFLC Std Spec 6310 (Critical drying time requirements)).”

3.7.2 Change to Std Spec 5000, paragraph D2.2.1.1 bullet, "For running rigging, furnish class 6x37, uncoated, independent wire rope core (IWRC), right regular lay (RRL) wire rope or Dyform-18, rotation resistant wire rope," to "For running rigging, furnish class 6x36, uncoated, independent wire rope core (IWRC), right regular lay (RRL) wire rope or Dyform-18, rotation resistant wire rope."

3.7.2.1 Change to Std Spec 5000, page D-2, Table D-1 title from "DYFORM-18, 6X19 AND 6X37 IWRC RRL," to " DYFORM-18, 6X19 AND 6X36 IWRC RRL"

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

# WORK ITEM TITLE

Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat.

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER COAT,

BARRIER COAT, TOP COAT,

ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

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

# WORK ITEM TITLE

COATING MFG PRODUCT NAME BATC

H #

INDUCTI

ON TIME

COATING SYSTEM

SEQUENCE

(PRIMER/TOUCHUP/3RD

COAT, ETC.)

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

SPOT 1 2 3 4 5 AVERAGE

VALUE

*BASE METAL READING

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

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

1 AVG. BMR DEVIATION

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

13 (Rev-0)

16700_FJL_1018_87WPB

WORK ITEM 1: Watertight Closures, Assess

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform a condition assessment of all installed watertight closures.

TABLE 1: 87’ WPB WATERTIGHT CLOSURES

LOCATION DESIGNATION DESCRIPTION

Pilot House Access 01-15-0 54” x 24” Clear Opening w/ 4-Dog Weathertight

Door w/2 Windows (Hulls 87301-87309) Pilot House Access 01-15-0 54” x 24” Clear Opening, Quick-Acting Heavy Duty

Style w/ Window, Weathertight (Hulls 87310 on) Forepeak Access 1-1-2 18” Clear Opening Round Al. Cast Hatch, SST Deck

Ring w/ Integral Topside Handle Fwd Crew Quarters

Access 1-2-0 24”x24” Clear Opening 4-Dog Quick Action

WTRTT Flush Hatch Deck Locker Access 1-6-0 52” x 26” Clear Opening 6-Dog, Quick Acting

WTRTT Door Fuel Station Access 1-6-2 26” x 28” Clear Opening, 8-Dog, Weathertight, Individually-Dogged Main Deck Access 1-15-0 54” x 26” Clear Opening, 6-Dog, Quick Acting

WTRTT Door Engine Room Access 1-21-1 24” x 24” Clear Opening 4-Dog Quick Acting

WTRTT Raised Hatch Lazaret Access (Stbd) 1-22-1 24” x 24” Clear Opening 4-Dog Quick Acting

WTRTT Raised Hatch Lazaret Access (Port) 1-22-2 24” x 24” Clear Opening 4-Dog Quick Acting

WTRTT Flush Hatch Fwd Passageway Access 2-9-0 54” x 26” Clear Opening 6-Dog, Quick Acting

WTRTT Door Engine Room Access 2-14-0 54” x 26” Clear Opening 6-Dog, Quick Acting

WTRTT Door

1.2 Government-furnished property.

None.

14 (Rev-0)

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 167-002, Rev B, CG Schedule of Doors, Manholes, Windows &

Hatches Coast Guard Drawing 87 WPB 167-003, Rev -, Weather Tight Door for Fuel Station Access Coast Guard Drawing 87 WPB 167-004, Rev G, W.T. Doors and Hatches

COAST GUARD PUBLICATIONS

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.

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).

3.1.5 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and non-destructive examination (NDE) in accordance with SFLC Std Spec 0740.

3.2. Watertight closure assessment. Using Coast Guard Drawings 87 WPB 167-002, 87 WPB 167-003, and 87 WPB 167-004 as reference, the Contractor shall perform an assessment of all watertight closures listed in Table 1 as follows. Submit CFR with results of inspections including recommendations for repair or renewal:

15 (Rev-0)

3.2.1 Inspect all watertight closures for loose, missing or damaged parts; wear of hinge pins and striker plates; and clogged drain lines where applicable.

3.2.2 Operate closures through complete dogging cycle, checking for binding and/or difficult operation.

3.2.3 Inspect closure gasket for the following:

3.2.3.1 Paint/foreign matter, cracks, or deterioration.

3.2.3.2 Uneven or excessive depression (greater than 1/8”).

3.2.3.3 Gaps greater than 1/16” where ends meet, or any ends that meet in a radius (except for round closures).

3.2.4 Apply grease to all intact grease fittings. Note any missing or broken fittings.

3.2.5 Inspect closure knife edge for nicks and gouges. Minor gouges shall be repaired by filing smooth.

NOTE

If the nick or gouge has a gap greater than 1/16”, the knife edge may require weld buildup prior to filing smooth in order to keep the knife edge fair.

3.2.5 Chalk test. Perform a chalk test of all inspected closures in accordance with SFLC Std Spec 0740, Appendix C.

3.2.6 Water hose test. Perform a water hose test of all watertight closure boundaries in accordance with SFLC Std Spec 0740, Appendix C.

3.3 Repair change request authorization. If a Change Request has been authorized and released by the Contracting Officer (KO), the Contractor shall execute minor repairs as identified by CFR to return closure(s) to operable condition and/or restore watertight integrity. Minor repairs are defined as adjustments, spare parts renewals, hinge bracket renewal/relocation, and knife edge repairs.

3.4 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 repaired to be in satisfactory operating condition.

3.5 Personnel training. While conducting assessments, the Contractor shall provide training on maintenance and repair of watertight closures to Ship’s Force personnel designated by cutter Engineer Petty Officer (EPO). The Contractor shall allow designated personnel to shadow the Contractor while conducting assessments in order to learn assessment and repair techniques used by Contractor.

3.6 Assessment deliverables. Within seven (7) days after the completion of the assessment and follow-on repairs, the Contractor shall submit a final report to the cutter EPO with copy to the COR. The final reports must include:

• Complete list of watertight closures assessed

• List of closures not assessed and the reasons for non-assessment

• Condition found on all assessed closures

• List of repairs accomplished

16 (Rev-0)

• List of additional recommended repairs

3.7 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.

17 (Rev-0)

23002_FJL_1218_87WPB

WORK ITEM 2: Main Diesel Engine Assemblies, Perform W-5 Maintenance And Update Control System Configuration

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform a W-5 overhaul of the port and starboard main diesel engines (MDEs) and to update the control system configuration.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

Y Cylinder Head NSN: 2815-12-345-1076 16 3274.71 Y A Bank Turbocharger NSN: 2950-12-347-2009 2 12,642.58 Y B Bank Turbocharger NSN: 2950-12-347-2010 2 11,050.16 Y Sea Water Pump NSN: 2930-12-344-4810 2 15,086.29 Y Jacket Water Pump NSN: 2930-12-344-4606 2 3799.67 Y Starter NSN: 2920-12-156-2556 2 3255.35 Y **Charge Air Cooler NSN: 2930-12-354-2436 2 32,974.85 Y **Injector with retainer NSN: 2910-12-341-9988 16 706.45 N **Cylinder Liner NSN: 2815-12-315-7282 16 1103.14 N **Piston NSN: 2815-12-362-8999 16 3816.34

N/A Engine Acceptance Test Record

N/A 1/MDE N/A

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

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 4573, Coolant Heating System, 17 March 2003 Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

OTHER REFERENCES

MTU 8V 396 TE.4 Maintenance Manual M020046/21E MTU 8V 396 TE94 Description and Operation Manual M011511/00E

18 (Rev-0)

MTU 8V 396 TE94 Parts Catalog M033971/00DE, Order #771903 MTU 8V396 TE.4 Tolerances & Wear Limits List M070026/00E MTU Tool List M004021/20DE MTU Exhaust Turbocharger ZR140 M040052/10E MTU Solenoid Actuator, Description, Assembly Instructions M040082/10E MTU Service Information 396-99/0562B Electric Governor Actuator with Oil Drain MTU Fluids and Lubricants Specification A001061/35E MTU Engine Management System Typ ECS 396/S Version E & F with ETB 4E/ETB 4F

Document numbers; E 531 406/01 E, E 531 405/ 01E & E 531 403/02E MTU Customer Connecting System CCS for ECS 396, E 531 416/00E MTU Customer Connecting System CCS for ECS 396, E 531 415/00EMTU Electrical Start

Device SUE-ES for ECS 396, E 531 482/00E MTU Engine Control System Illustrated Parts Catalog E 535 145/01ED MTU Junction Box CCS-ECS 396E Illustrated Parts Catalog E 535 151/01ED MTU Local Operating Panel for ECS E 531 301/01E MTU Local Operating Panel LOP-ECS Illustrated Parts Catalog E 535 297/02ED MTU Electrical Start Equipment SUE-ES Illustrated Parts Catalog E 535 187/00ED MTU Monitoring & Control Unit Documentation E 535 164/00ED Installation of MTU Electronic Systems E 530 606/06E ANSI/NCSL Z540 3 2006.08.03, Requirements for the Calibration of Measuring and Test

Equipment ANSI/ASQC Q90003-1994, dated 18 July 94, Inspection System

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep. The Contractor shall provide the services of a Qualified Technical Representative who is familiar with overhauling and commissioning MTU marine engines, to accomplish the following on site:

• Advise on manufacturer's proprietary system information.

• Assist with installation and repair method(s)

• Ensure compliance with manufacturer's procedures and standards during system disassembly, inspection, and reassembly as applicable.

3.1.2.1 Ensure the Tech Rep has experience with the system/equipment stated above and demonstrated on their résumé.

3.1.2.2 Submit the name and résumé of the Tech Rep to the COR at the Arrival Conference.

19 (Rev-0)

3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, 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:

• Piping

• Valves

• Electrical Wiring

• Insulation

3.1.5 Labor. Provide all necessary labor to perform disassembly, reassembly, and any other required repairs associated with this contract.

3.1.6 Reports. All reports shall be forwarded to the Contracting Officer, Port Engineer (COR), MTU Equipment Specialist in AMS1 and copied to 87 PDM Section Chief.

3.2 Maintenance, overhaul and repair work. The Contractor shall perform the following on each:

3.2.1 Engine condition pre-check. Perform engine condition check prior to W-5 Maintenance in accordance with M020046/21E Section 2.1. This check shall require the cutter to get underway in order to run the engines at the maximum possible power.

3.2.2 W5 Maintenance. Perform an in-place MTU 8V396TE94 Maintenance Operation W-5 in accordance with the references listed beneath Section 2 above. Submit Condition Found Reports (CFRs) for all inspections.

NOTE

Engine lube oil and coolant/inhibitors shall be disposed of by the contractor.

Dispose of removed fluids in accordance with all applicable Federal, State and Local regulations.

3.2.3 Non-Government-furnished part and component renewal. Renew all gaskets, seals, and o-rings disturbed during the performance of disassembly and reassembly. Renew all other components required by the MTU 8V396TE94 Maintenance Operation W5. Furnish all required components not identified as Government-furnished Property (GFP). Renew all removed fluids (e.g. lube oil, engine coolant, etc.)

fluids shall be MTU certified and in accordance with section 2 references. The contractor shall use only MTU certified components; the use of aftermarket non-certified components is not permitted.

3.2.4 Government-furnished part and component renewal. Renew the following components using Government-furnished property.

• “A” Bank Turbocharger

• “B” Bank Turbocharger

• Cylinder Heads

• Jacket Water Pump

20 (Rev-0)

• Sea Water Pump

• Starter Motor

3.2.5 Clean and inspect components. Remove, clean, inspect, and reinstall the following components.

Submit CFR for all inspections.

• Sequential Turbo Charging Actuator

• Sequential Turbo Charger Mechanism

• Lube Oil Cooler

• Plate Cooler

• Charge Air Manifold

• Fuel Injectors

• Charge Air Cooler (must be cleaned ultrasonically)

• Exhaust sleeves

3.2.5.1 Inspect the cylinder liners in place, without removal. Record dimensions on the “Data Sheet Cylinder Liner (installed)”. Submit CFR if cylinder liners are found out of tolerance. Renew components using Government-furnished property if a Change Request is released by the Contracting Officer.

3.2.5.2 If during the course of conducting the W5 maintenance the contractor discovers any damaged parts or parts worn beyond specification, the contractor shall submit a Condition Found Report (CFR) to the Contracting Officer, COR, & MTU Equipment Specialist in AMS1 for review and approval. The CFR shall include any applicable MTU Data Sheets that documents the damage or out of tolerance condition and the price of any parts that cannot be furnished by the Government as well as the estimated labor cost to correct the discrepancy.

3.2.6. Configuration update. The Contractor shall validate and update, as needed, the system parameters to match the current 87' WPB configuration.

3.3 Quality assurance. The Contractor shall maintain an inspection system which shall ensure each item offered to the Government for acceptance conforms to contract requirements. The system shall be documented and in compliance with ANSI/ASQS Q90003.

3.3.1 Records. The Contractor shall maintain records of all inspections and tests. The records shall indicate the nature and number of observations made, type of deficiencies found and the corrective action taken. Records shall be furnished upon arrival of the Coast Guard Representative.

3.3.2 Contractors calibration system. The Contractor, as well as any Subcontractors, shall be required to maintain a calibration and maintenance system to control the accuracy of measurement and test equipment used in the fulfillment of this contract in accordance with ANSI/NCSL Z540-3. The system shall include as a minimum, prescribed calibration intervals, source of calibration, and a monitoring system to ensure adherence to calibration schedules. Calibration standards shall be traceable to the National Institute of Standards and Technology (NIST). Documentation in support of this requirement shall be readily available for Government review.

3.3.3 Responsibility For inspection. The Contractor shall be responsible for all inspections/test requirements specified herein. The Contractor shall provide space, personnel, and test equipment to conduct all inspection requirements. Testing and inspection shall be at the Cutter’s location or other

21 (Rev-0) facilities acceptable to the Government. The Government reserves the right to verify or have performed any of the inspection/tests set forth in this specification where such inspections are deemed necessary to ensure that supplies or services conform to the prescribed requirements.

3.3.4 Reports. The Contractor shall complete & submit the following data sheets & reports: Cylinder Liner (installed), Valve & Injection Timing, Piston Crown Clearance Adjustment (if any pistons & liners are replaced), and Sea Trial Test results. All reports shall be forwarded to the Contracting Officer, Port Engineer (COR), MTU Equipment Specialist in AMS1, and copied to 87 PDM Section Chief.

3.4 Dock and sea trials. Under the supervision of the COR, the Contractor shall commission the engine and conduct dock and sea trials utilizing the Diagnostic System (DIASYS) and the original Engine Acceptance Test Record Data to ensure proper operation of the marine propulsion diesel engines in accordance with MTU 8V396 TE.4 Workshop Manual M020046/21E Section 2 & SFLC Std Spec 0000.

The contractor shall demonstrate for the CG Inspector or COR that all engine parameters are within the correct range and the engine is operating properly. Submit CFR detailing all sea trial test results.

4. NOTES

4.1 Equipment operation. Coast Guard personnel will operate all shipboard machinery and equipment during all tests.

22 (Rev-0)

32120_1118_FLT

REC_32120_87’ WPB- ALL (1118)

WORK ITEM 3: Electrical Power Distribution System, Thermographic Inspection (450 VAC And Below)

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform a thermographic inspection on the vessel's Electrical Power Distribution System.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 302-001, Rev W, Misc. Controls Wiring Diagram Coast Guard Drawing 87 WPB 310-001, Rev H, Ship’s Service One-Line Diagram Coast Guard Drawing 87 WPB 321-001, Rev K, Power System Deck Plan Coast Guard Drawing 87 WPB 321-002, Rev AM, Power & Lighting Circuit Details & V.D.

Calculations

COAST GUARD PUBLICATIONS

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

OTHER REFERENCES

American Society for Nondestructive Testing, SNT-TC-1A: Personnel Qualification and

Certification in Nondestructive Testing, 2016

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

23 (Rev-0)

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:

• Wiring

• Distribution panel covers

• Controller panel covers

• Switchboard panel covers

• Electrical wiring

3.2 Thermal imaging survey. The Contractor shall use the Coast Guard Drawings and Publications listed in Section 2 as guidance. The electrical equipment to be surveyed shall be limited to the list below:

TABLE 1: EQUIPMENT LIST

NOMENCLATURE SPECIFICATIONS LOCATION

SHIP SERVICE DIESEL GENERATOR STBD

#1

60KW, 450VAC, 60HZ, 3PHASE 2-14-0-E

SHIP SERVICE DIESEL GENERATOR PORT

#2

60KW, 450VAC, 60HZ, 3PHASE 2-14-0-E

SHIP SERVICE SWITCHBOARD 450VAC, 60HZ, 3PHASE 2-14-0-E

SHIP SERVICE DISTRIBUTION

SWITCHBOARD SECTION 1

450VAC, 60HZ, 3PHASE 2-14-0-E

SHIP SERVICE DISTRIBUTION

SWITCHBOARD SECTION 2

450VAC, 60HZ, 3PHASE 2-14-0-E

GALLEY/VENT POWER PANEL 450VAC, 3PHASE, 60HZ, 225AMP 2-13-2

ENGINE ROOM LIGHTING PANEL #1 120VAC, 3 PHASE, 60HZ, 225AMP 2-14-0

GALLEY LIGHTING PANEL 120VAC, 3 PHASE, 60HZ, 125AMP 2-12-1

FORWARD QUARTERS LIGHTING PANEL 120VAC, 3 PHASE, 60HZ, 125AMP 2-8-2

OFFICERS LIGHTING PANEL 120VAC, 3 PHASE, 60HZ, 125AMP 1-11-2

PILOTHOUSE LIGHTING PANEL 120VAC, 3 PHASE, 60HZ, 100AMP 01-11-4

PILOTHOUSE ELECTRONICS PANEL 120VAC, 3 PHASE, 60HZ, 100AMP 01-11-2

ENGINE ROOM LIGHTING PANEL #2 120VAC, 3 PHASE, 60HZ, 225AMP 2-14-2

MOTOR CONTROLLER, STEERING PUMP #1 450VAC, 3 PHASE, 60HZ, NEMA SIZE 1 2-14-0-E

MOTOR CONTROLLER, STEERING PUMP #2 450VAC, 3 PHASE, 60HZ, NEMA SIZE 1 2-14-0-E

MOTOR CONTROLLER, FIRE/BILGE PUMP

(PORT)

450VAC, 3 PHASE, 60HZ, NEMA SIZE 2 2-14-0-E

MOTOR CONTROLLER, FIRE/BILGE PUMP

(STBD)

450VAC, 3 PHASE, 60HZ, NEMA SIZE 2 2-14-0-E

MOTOR CONTROLLER, POTABLE WATER

PUMP

450VAC, 3 PHASE, 60HZ, NEMA SIZE 1 2-9-1-Q

24 (Rev-0)

MOTOR CONTROLLER, FLOCS PUMP 450VAC, 3 PHASE, 60HZ, NEMA SIZE 00 2-14-0-E

MOTOR CONTROLLER,

HVAC CLG PUMP

450VAC, 3 PHASE, 60HZ, NEMA SIZE 00 2-14-0-E

MOTOR CONTROLLER, HYDRAULIC

POWER UNIT (ANCHOR WINDLASS/RIB)

450VAC, 3 PHASE, 60HZ, NEMA SIZE 2 2-22-0-E

MOTOR CONTROLLER, DIRTY OIL PUMP 450VAC, 3 PHASE, 60HZ, NEMA SIZE 00 2-14-0-E

MOTOR CONTROLLER, FUEL OIL

TRANSFER PUMP

450VAC, 3 PHASE, 60HZ, NEMA SIZE 1 2-14-0-E

MOTOR CONTROLLER, SEWAGE

TRANSFER PUMP

450VAC, 3 PHASE, 60HZ, NEMA SIZE 1 3-2-0-V

MOTOR CONTROLLER, GREY WATER

PUMP

450VAC, 3 PHASE, 60HZ, NEMA SIZE 1 3-2-0-V

VARIABLE SPEED DRIVE, ENGINE RM

EXHAUST FAN

450 VAC, 3PHASE, 60HZ 2-14-0-E

VARIABLE SPEED DRIVE, ENGINE RM

SUPPLY FAN

450 VAC. 3PHASE, 60HZ 2-14-0-E

TRANSFORMER 7.5KVA, 450/120VAC 60HZ 2-14-0-E

TRANSFORMER 2KVA, 450/120VAC 60HZ 01-10-0-C

NOTE

Electric equipment shall be defined herein as equipment which is used to convert, control, or utilize electrical power, such as: switchboards, power panels, load centers, motor controllers, and bus transfer switches.

3.3 Equipment loading. The Contractor shall perform the thermal imaging survey while the electrical distribution system is fully loaded and energized and only after the vessel’s equipment has been energized and under load for at least 30 minutes prior to the inspection.

NOTE

Coast Guard personnel will perform start up and operational test of all shipboard machinery and equipment requiring to be energized and running for thermal imaging inspections.

3.4 Operational test, initial. Prior to commencement of any 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.

WARNING

Take all necessary precautions to prevent injury due to electric shock and potential arc-flash. Only necessary personnel (contracted or Ship’s Force) shall be present in the compartment while energized panels are open. Only authorized personnel, and no Coast Guard personnel, shall break the plane of the arc flash boundary.

3.5 Thermal imaging inspections. Prior to opening an electrical enclosure, the Contractor…