SPECIFICATION FOR THE CGC ROBERT WARD.pdf

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Attached to: CGC ROBERT WARD DSFY2070Z Federal contract opportunity
Solicitation number: 70Z080-20-Q-P4504800
Issued by: Department of Homeland Security US Coast Guard

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USCGC ROBERT G. WARD (WPC 1130)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2020

Developed By: Stephen C. Pitre

(Rev-0, 02 October 2019)

USCGC ROBERT G. WARD (WPC-154) 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: U/W Body (waterborne), Clean and Inspect WORK ITEM 2: SSDG Heat Exchangers, Clean and Inspect WORK ITEM 3: Watertight Closures, Assess WORK ITEM 4: Electrical Power Distribution System, Thermographic Inspection (450 VAC And

Below) WORK ITEM 5: Machinery Ventilation System, Clean WORK ITEM 6: HVAC Duct System, Clean WORK ITEM 7: Sewage and Grey Water System, Clean and Inspect WORK ITEM 8: Grey Water Tank, Preserve (Opt) WORK ITEM 9: Interior Wet Deck Coverings, Reseal WORK ITEM 10: Topside Exterior Surfaces, Preserve (Partial, Opt) 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 154 WPC 111-301, Rev A, Shell Expansion

Coast Guard Drawing 154 WPC 127-302, Rev B, Potable Water & Sewage Tank Fabrication Details

Coast Guard Drawing 154 WPC 161-301, Rev B, Skegs and Stern Tubes Support Structures

Coast Guard Drawing 154 WPC 167-201, Rev E, Schedule of Doors, Manholes, and Hatches

Coast Guard Drawing 154 WPC 320-301, Rev C, 450V System Deck Plan

Coast Guard Drawing 154 WPC 330-301, Rev E, 120V System Deck Plan

Coast Guard Drawing 154 WPC 506-201, Rev A, Fills Vents, Sounds, and Overflows Arrangements

Coast Guard Drawing 154 WPC 506-201, Rev A, Fills Vents, Sounds, and Overflows

Coast Guard Drawing 154 WPC 506-301, Rev -, Fills, Vents, Sounds, Overflows Diagram

Coast Guard Drawing 154 WPC 512-201, Rev -, HVAC Arrangement

Coast Guard Drawing 154 WPC 512-301, Rev A, HVAC System Diagram

Coast Guard Drawing 154 WPC 512-305, Rev 8, HVAC Equipment List

Coast Guard Drawing 154 WPC 513-201, Rev 1, Machinery Ventilation Arrangement

Coast Guard Drawing 154 WPC 513-301, Rev C, Machinery Ventilation Diagram

Coast Guard Drawing 154 WPC 528-301, Rev -, Grey Water System Diagram

Coast Guard Drawing 154 WPC 562-201, Rev A, Rudder Details

Coast Guard Drawing 154 WPC 565-201, Rev -, Fin Stabilizer System A & D

Coast Guard Drawing 154 WPC 568-201, Rev A, Bow Thruster System A & D

Coast Guard Drawing 154 WPC 593-201, Rev D, Sewage System Arrangement

Coast Guard Drawing 154 WPC 593-301, Rev C, Sewage System Diagram

Coast Guard Drawing 154 WPC 593-303, Rev -, Sewage Control System

Coast Guard Drawing 154 WPC 601-302, Rev C, General Arrangement

Coast Guard Drawing 154 WPC 631-301, Rev A, Paint and Preservation Schedule

Coast Guard Drawing 154 WPC 633-301, Rev B, Cathodic Protection System

Coast Guard Drawing 154 WPC 634-301, Rev A, Deck Covering Schedule

Coast Guard Drawing 154 WPC 997-001, Rev -, Docking Plan v (Rev-0)

COAST GUARD PUBLICATIONS

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

Coast Guard Maintenance Procedure Card (MPC) D13528.D, SSDG HEAT EXCHANGER, INSP/CLN

Coast Guard Technical Publication (TP) 8051-311-A, Ship Service Diesel Generator (SSDG) Series

QSM11-DM

Coast Guard Technical Publication (TP) 8123, 15 SEP 2015, Preliminary - Heating, Ventilation, and Air Conditioning System - Frc-514-P1

Surface Forces Logistics Center Maintenance Procedure Card B10015.D (MPC B10015.D), 05/31/17, Insp/Cln U/W Equipment (Hull Plate)

Surface Forces Logistics Center Maintenance Procedure Card B10018.D (MPC B10018.D), 03/15/19, replace Underwater Zinc Anodes

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 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 8636 (SFLC Std Spec 8636), 2014, Temporary Hull Accesses

OTHER REFERENCES

American Society for Nondestructive Testing, SNT-TC-1A: Personnel Qualification and Certification in Nondestructive Testing, 2016

ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets 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 Anode, Stern Tube P/N: Z0020202H3 NIIN:

016445483 16 ea 50.00

1 N Nut, Self-Locking P/N: 90715A145 NIIN:

015085774

36 ea 5.00

1 N Anode, Sea Chest Grate

P/N: GA-4 NIIN: 016476179 4 ea 30.00

1 N Screw, Prop Zinc Plate P/N: 950756 NIIN:

016340210

8 ea 5.00

1 N Screw, Sea Chest Grate Anode

P/N: 93190A634, NIIN:

016197182

4 ea 5.00

1 N Screw, Stern Tube Covers

P/N: 90585A626 NIIN:

016161107

42 ea 5.00

1 N Zinc Plate, Propeller P/N: 950733 NIIN:

016278941

2 ea 50.00

2 N Gasket NIIN: 015590530 PN:

3975188

4 ea 10.00

2 N Seal NIIN: 015311741 PN:

3975186

4 ea 10.00

7 N **Sewage Tank Zinc Anode

NIIN: 014474686 2 ea 142.19

*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

7 Sewage and Grey Water System, Clean and Inspect viii (Rev-0)

PRINCIPAL CHARACTERISTICS

154' WPC (SENTINEL CLASS)

PHYSICAL

Anchor ROCNA, anchor, 150 KG/ 331 LB, Stainless Steel Bulkheads (7), Watertight Bulkheads located below the Main Deck Displacement, delivery, light ship 302 Metric Tons Draft, full load 2.58 Meters (8.46 Feet) End of service life displacement 353 Metric Tons Framing Longitudinal Full load displacement 353 Metric Tons Height of highest projection 17.22 Meters (56.5 Feet) Length overall (loa) 46.80 Meters (153.5 Feet) Maximum beam 7.75 Meters (25.43 Feet) Minimum operating displacement 314 Metric Tons Waterline length (lwl) 44.35 Meters (145.5 Feet)

HULL

Hull/main weatherdeck material AH-36 Steel Superstructure 5456-H1111 Aluminum

MACHINERY

Bow thruster Schottel STT 60 LK Diameter of propeller 1900 mm Emergency service generator (edg) Cummins 6BTA5.9-DM Diesel with Stanford 93KW Generator Fin stabilizer (2), Quantum QC1500 Main propulsion (2), MTU 20V4000 M93L, Sequential Turbo-Charged Diesels Number of blades 6 Number of propellers (2) Michigan Wheel Marine Propeller pitch capability Fixed Propulsion shafts (2), Electralloy Nitronic 50HS (9430mm) Shafts Reduction gears (2), ZF 23560C/D Series Rudders (2), 316L Stainless Steel Shaft rotations per minute 478 Shaft(s) bearing, aft (2), Duramax Bearings Shaft(s) bearing, intermediate (2), Duramax Bearings Shaft(s) diameter 8 Inches Shaft(s) Seal (2), Wartsila Mechanical Seals Ship service generators (2), Cummins QSM11-DM Diesels with Stanford 317KW Generator

TANK CAPACITIES AT 95% LIQUID LOAD (22,958 TOTAL GALLONS)

Fresh water tank, port (3-38-2-w) 708 gal Fresh water tank, stbd (3-38-1-w) 756 gal Fuel oil edg day tank (1-10-1-f) 134 gal Fuel oil gen. ovrflw tnk, ctr. (3-40-0-f) 1,159 gal Fuel oil overflow tank, center (3-10-0-f)

616 gal

Fuel oil service tank, #1 port (3-17-2-f) 1,750 gal Fuel oil service tank, #1 stbd (3-17-1-f) 1,750 gal Fuel oil service tank, #2 port (3-40-2-f) 890 gal Fuel oil service tank, #2 stbd (3-40-1-f) 890 gal Fuel oil storage tank, #1 center (3-11-0- 5,040 gal ix (Rev-0)

f) Fuel oil storage tank, #2 center (3-23-0-f)

5,350 gal

TANK CAPACITIES AT 95% LIQUID LOAD (22,958 TOTAL GALLONS)

Grey water tank, (3-17-0-w) 2,668 gal.

Lube oil storage tank, (2-35-2-f) 146 gal.

Oily water tank, (3-34-1-w) 336 gal.

Sewage collection tank, (3-6-0-w) 429 gal.

Waste oil tank, (3-34-2-f) 336 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 Fire watch requirements. The Contractor shall refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec 0000, in accomplishing the following task:

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

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

3.3 Preservation requirements. The Contractor 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 disclosed at award of the availability.

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 (Rev-0)

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, 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:

4 (Rev-0)

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 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

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

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

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):

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

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

13 (Rev-0)

11001_JLW_0319_154WPC

WORK ITEM 1: U/W Body (waterborne), Clean and Inspect

1. Scope

1.1 Intent. This work item describes the requirements for the Contractor to clean the vessel’s U/W body and to renew zinc anodes, while the vessel is moored pier side.

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

N Anode, Stern Tube P/N: Z0020202H3

NIIN: 016445483

16 ea 50.00

N Nut, Self-Locking P/N: 90715A145

NIIN: 015085774

36 ea 5.00

N Anode, Sea Chest Grate P/N: GA-4

NIIN: 016476179

4 ea 30.00

N Screw, Prop Zinc Plate P/N: 950756

NIIN: 016340210

8 ea 5.00

N Screw, Sea Chest Grate Anode

P/N: 93190A634, NIIN: 016197182

4 ea 5.00

N Screw, Stern Tube Covers P/N: 90585A626

NIIN: 016161107

42 ea 5.00

N Zinc Plate, Propeller P/N: 950733

NIIN: 016278941

2 ea 50.00

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 154 WPC 111-301, Rev A, Shell Expansion

Coast Guard Drawing 154 WPC 161-301, Rev B, Skegs and Stern Tubes Support Structures

Coast Guard Drawing 154 WPC 562-201, Rev A, Rudder Details

Coast Guard Drawing 154 WPC 565-201, Rev -, Fin Stabilizer System A & D

Coast Guard Drawing 154 WPC 568-201, Rev A, Bow Thruster System A & D

Coast Guard Drawing 154 WPC 997-001, Rev -, Docking Plan

COAST GUARD PUBLICATIONS

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

14 (Rev-0)

Surface Forces Logistics Center Maintenance Procedure Card B10015.D (MPC B10015.D), 05/31/17, Insp/Cln U/W Equipment (Hull Plate)

Surface Forces Logistics Center Maintenance Procedure Card B10018.D (MPC B10018.D), 03/15/19, replace Underwater Zinc Anodes

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).

3.2 Requirements. The Contractor shall submit video highlights of underwater body surfaces (e.g. bow thruster, propellers, rudders, transducers, heavily fouled hull areas, etc.) before and after cleaning.

Referring to drawings listed in Section 2, the Contractor shall clean the U/W body surfaces free of all marine growth, debris, and all other surface contaminants in accordance with MPC B10015.D. Renew Government-furnished components listed below paragraph 1.2. in accordance with MPC B10018.D.

Ensure all transducer surfaces are cleaned with only hand held brushes, without the use of power attachments. Ensure that existing u/w body coating system or non-coated surfaces do not incur any damage during cleaning process.

4. NOTES

This section is not applicable to this work item

15 (Rev-0)

31100_JLW_0719_154WPC

WORK ITEM 2: SSDG Heat Exchangers, Clean and Inspect

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect both SSDG heat exchangers.

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

N Gasket NIIN: 015590530

PN: 3975188

4 ea 10.00

N Seal NIIN: 015311741

PN: 3975186

4 ea 10.00

*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 Service Center.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Coast Guard Maintenance Procedure Card (MPC) D13528.D, SSDG HEAT EXCHANGER, INSP/CLN

Coast Guard Technical Publication (TP) 8051-311-A, Ship Service Diesel Generator (SSDG) Series QSM11-DM

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

16 (Rev-0)

None.

3.1.2 Tech Rep.

Not applicable.

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

NOTE

When performing the tasks specified in Table 2 below, the maintenance procedure cards (MPCs) listed contain suggested procedural details that may be used to meet the requirements specified herein and may be referred to.

Other equivalent procedures, that are also compliant with all rules, laws, and regulations, may also be used to meet the requirements.

3.2 Perform preventive maintenance tasks described in Table 2. The Contractor shall perform all maintenance described in Table 2. Submit a CFR after completing all inspections detailed in Task 1.

Submit a final CFR confirming a satisfactory operational test of the system. Refer to the documents listed in Section 2 above.

TABLE 2

PREVENTATIVE MAINTENANCE TASKS

Task Description of Work Scope

CLEAN (2) SSDG HEAT EXCHANGERS – Drain the jacket water from both Port and Stbd SSDG engines. Remove the jacket water cooler from each engine. Visually inspect each jacket water cooler for discrepancies (e.g. cracks, dents, etc.). Clean the interiors of both jacket water cooler to remove all debris, scale, growth, etc. Reinstall the jacket water coolers and restore the system to normal operating parameters. Operate both generators, until a steady state engine temperature has been reached, to verify no leaks and proper operation. Verify no discrepancies.

MPC D13528.D.

INSPECTION REPORT – Submit a CFR detailing all discrepancies found with recommended repairs.

17 (Rev-0)

16700_JLW_0319_154WPC

WORK ITEM 3: 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 listed in Table 1.

TABLE 1

WATERTIGHT DOORS LOCATIONS (11)

1 Mid-Main Deck Stbd 1-27-1 (Passage 1-17-0-L) 2 Mid-Main Deck Port 1-27-2 (Passage 1-17-0-L) 3 FWD DC Locker 1-11-2 4 Aft DC Locker 1-35-1 5 Magazine Room 1-8-1 6 Emergency Generator Room 1-10-1 7 Generator Room 3-35.5-1 8 Passage 2-25.5-0 9 Passage 2-17-0 10 Main Engine Room 3-27-1 11 FWD Aux. Space 2-10-0

WEATHERTIGHT DOORS LOCATIONS (3)

12 Mid “01” Weather Deck Starboard (Pilot House) 01-22-1 13 Mid “01” Weather Deck Port (Pilot House) 01-22-2 14 Aft “01” Weather Deck (Pilot House) 01-27-0

HATCH LOCATIONS (13)

15 Forward “01” Weather Deck 1-15-1 16 Pilot House Fwd Lockers 01-19-1 17 Pilot House Fwd Lockers 01-19-2 18 Pilot House Fwd Lockers 01-19-3 19 Pilot House Fwd Lockers 01-19-4 20 Fwd Main Deck Boatswain Storage 21 Fwd Aux. Space 1-6-1 22 Aft Main Deck Main Engine Room 1-34-2 23 Aft Main Deck Generator Room 1-39-2 24 Aft Main Deck Port Steering Gear Room 1-41-1 25 Aft Main Deck Stbd Steering Gear Room 1-41-2 26 Passage 1-16-1 27 Mess Deck 1-17-1

MANHOLE LOCATIONS (2)

28 Boatswain Storage (Void Space) 1-2-2 29 Gun Foundation

1.2 Government-furnished property.

18 (Rev-0)

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 154 WPC 167-201, Rev E, Schedule of Doors, Manholes, 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.

3.1.4 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 Drawing 154 WPC 167-201 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:

19 (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.

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

3.2.7 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 Engineering 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 EO 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

20 (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.)

This section is not applicable to this work item.

21 (Rev-0)

30001_JLW_0319_154WPC

WORK ITEM 4: 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 154 WPC 320-301, Rev C, 450V System Deck Plan

Coast Guard Drawing 154 WPC 330-301, Rev E, 120V System Deck Plan

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.

None.

3.1.2 Tech Rep.

Not applicable

22 (Rev-0)

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:

NOMENCLATURE SPECIFICATIONS LOCATION

SHIP SERVICE DIESEL

GENERATOR PORT

215KW, 450VAC,

3PHASE, 60HZ

3-36-0-E

SHIP SERVICE DIESEL

GENERATOR STBD

215KW, 450VAC,

3PHASE, 60HZ

3-36-0-E

EMERGENCY

GENERATOR

78KW, 450VAC,

3PHASE, 60HZ

1-10-0-E

SHIP SERVICE

SWITCHBOARD (1S)

450VAC, 3PHASE,

60HZ, 1000A

3-36-0-E

EMERGENCY

SWITCHBOARD (1E)

450VAC, 3PHASE,

60HZ, 500A

1-10-0-E

STBD MOTOR CONTROL

CENTER GC21

450VAC, 3PHASE,

60HZ, 1200A

3-36-0-E

PORT MOTOR CONTROL

CENTER GC22

450VAC, 3PHASE,

60HZ, 1200A

3-36-0-E

PORT ESSENTIAL

PANEL

450VAC, 3PHASE,

60HZ, 250A

3-32-2

STBD ESSENTIAL

PANEL

450VAC, 3PHASE,

60HZ, 250A

3-32-1

23 (Rev-0)

PORT EMERG/VITAL

PANEL

450VAC, 3PHASE,

60HZ, 125A

3-33-2

STBD EMERG/VITAL

PANEL

450VAC, 3PHASE,

60HZ, 125A

3-33-1

PORT MACHINERY

PANEL

450VAC, 3PHASE,

60HZ, 125A

3-27-2

STBD MACHINERY

PANEL

450VAC, 3PHASE,

60HZ, 125A

3-27-1

GALLEY PANEL 450VAC, 3PHASE,

60HZ, 250A

1-23-2

GALLEY PANEL 120VAC, 3PHASE,

60HZ, 125A

1-25-2

PORT LOAD CENTER 120VAC, 3PHASE,

60HZ, 400A

3-36-2

STBD LOAD CENTER 120VAC, 3PHASE,

60HZ, 400A

3-36-1

EMER LIGHTING PANEL 120VAC, 3PHASE,

60HZ, 250A

1-10-1

C4ISR POWER PANEL 120VAC, 3PHASE,

60HZ, 250A

2-25-1

PILOTHOUSE PANEL 120VAC, 3PHASE,

60HZ, 125A

01-26-1

PILOTHOUSE EMERG

PANEL

120VAC, 3PHASE,

60HZ, 125A

01-26-3

2ND DECK EMERG

PANEL

120VAC, 3PHASE,

60HZ, 125A

2-18-1

HVAC PANEL 120VAC, 3PHASE,

60HZ, 125A

1-26-2

MAIN DECK PANEL 120VAC, 3PHASE,

60HZ, 125A

1-15-2

2ND DECK PANEL 120VAC, 3PHASE, 2-22-2

24 (Rev-0)

60HZ, 125A

AUTO-BUS TRANSFER

SWITCH (ABT24)

450VAC, 3PHASE,

60HZ, 200A

3-27-0-E

AUTO-BUS TRANSFER

SWITCH (ABT23)

450VAC, 3PHASE,

60HZ, 200A

3-27-0-E

MANUAL BUS

TRANSFER SWITCH

(MBT22)

450VAC, 3PHASE,

60HZ, 100A

3-27-0-E

MANUAL BUS

TRANSFER SWITCH

(MBT21)

450VAC, 3PHASE,

60HZ, 100A

3-27-0-E

AUTO-BUS TRANSFER

SWITCH (ABT21)

120VAC, 3PHASE,

60HZ, 260A

2-23-3-Q

AUTO-BUS TRANSFER

SWITCH (ABT11)

450VAC, 3PHASE,

60HZ, 150A

1-10-0-E

TRANSFORMER BANK

(TF22)

75KVA, 450/120VAC, 3

PHASE, 60HZ

3-36-0-E

TRANSFORMER BANK

(TF21)

75KVA, 450/120VAC, 3

PHASE, 60HZ

3-36-0-E

TRANSFORMER BANK

(TF23)

45KVA, 450/120VAC, 3

PHASE, 60HZ

3-36-0-E

TRANSFORMER BANK

(TF12)

45KVA, 450/120VAC, 3

PHASE, 60HZ

1-10-0-E

TRANSFORMER BANK

(TF11)

30KVA, 450/120VAC, 3

PHASE, 60HZ

1-10-0-E

MOTOR CONTROLLER

FWD CAPSTAIN

450VAC, 3PHASE,

NEMA SIZE 1

3-36-0-E

MOTOR CONTROLLER,

OILY BILGE PUMP

450VAC, 3PHASE,

NEMA SIZE 0

3-36-0-E

MOTOR CONTROLLER,

POTABLE WATER PUMP

450VAC, 3PHASE,

NEMA SIZE 0

3-36-0-E

25 (Rev-0)

MOTOR CONTROLLER,

FUEL OIL

OFFLOAD/TRANSFER

PUMP

450VAC, 3PHASE,

NEMA SIZE 0

3-36-0-E

MOTOR CONTROLLER,

PORT CAPSTAIN

450VAC, 3PHASE,

NEMA SIZE 1

3-36-0-E

MOTOR CONTROLLER,

GREY WATER

DISCHARGE PUMP

450VAC, 3PHASE,

NEMA SIZE 0

3-36-0-E

MOTOR CONTROLLER,

FIRE PUMP (AFT)

450VAC, 3PHASE,

NEMA SIZE 3

3-36-0-E

MOTOR CONTROLLER,

WASTE OIL PUMP

450VAC, 3PHASE,

NEMA SIZE 0

3-36-0-E

MOTOR CONTROLLER,

STBD CAPSTAIN

450VAC, 3PHASE,

NEMA SIZE 1

3-36-0-E

MOTOR CONTROLLER,

POTABLE WATER PUMP

450VAC, 3PHASE,

NEMA SIZE 0

3-36-0-E

MOTOR CONTROLLER,

FWD AUX AIR

COMPRESSOR

450VAC, 3PHASE,

NEMA SIZE 0

3-36-0-E

MOTOR CONTROLLER,

FUEL OIL TRANSFER

PUMP

450VAC, 3PHASE,

NEMA SIZE 0

3-36-0-E

MOTOR CONTROLLER,

PORT FUEL COELESCER

450VAC, 3PHASE,

NEMA SIZE 0

3-36-0-E

MOTOR CONTROLLER,

STBD FUEL COALESCER

450VAC, 3PHASE,

NEMA SIZE 0

3-36-0-E

MOTOR CONTROLLER,

PORT MDE FUEL OIL

BOOST PUMP

450VAC, 3PHASE,

NEMA SIZE 0

3-27-0-E

MOTOR CONTROLLER,

SEAWATER PUMP #1

450VAC, 3PHASE,

26 (Rev-0)

BILGE PUMP #1

450VAC, 3PHASE,

NEMA SIZE 0

3-27-0-E

MOTOR CONTROLLER,

PORT STEERING PUMP

450VAC, 3PHASE,

NEMA SIZE 1

3-36-0-E

MOTOR CONTROLLER,

PORT UPPER ENGINE

RM EXHAUST FAN

450VAC, 3PHASE,

NEMA SIZE 1

3-27-0-E

MOTOR CONTROLLER,

PORT LUBE OIL

PRIMING PUMP

450VAC, 3PHASE,

NEMA SIZE 0

3-27-0-E

MOTOR CONTROLLER,

PORT ENGINE RM

SUPPLY FAN

450VAC, 3PHASE,

NEMA SIZE 0

3-27-0-E

MOTOR CONTROLLER,

PORT ENGINE RM

EXHAUST FAN

450VAC, 3PHASE,

NEMA SIZE 0

3-27-0-E

MOTOR CONTROLLER,

GENERATOR RM

EXHAUST FAN

450VAC, 3PHASE,

NEMA SIZE 0

3-36-0-E

MOTOR CONTROLLER,

CUTTER BOAT LAUNCH

AND RECOVERY HPU

450VAC, 3PHASE,

NEMA SIZE 1

3-40-2-E

MOTOR CONTROLLER,

STBD LUBE OIL

PRIMING PUMP

450VAC, 3PHASE,

NEMA SIZE 0

3-27-0-E

MOTOR CONTROLLER,

GENERATOR RM

SUPPLY FAN

450VAC, 3PHASE,

NEMA SIZE 0

3-36-0-E

MOTOR CONTROLLER,

STBD ENGINE RM

EXHAUST FAN

450VAC, 3PHASE,

NEMA SIZE 0

3-27-0-E

MOTOR CONTROLLER,

STBD ENGINE RM

SUPPLY FAN

450VAC, 3PHASE,

27 (Rev-0)

FIN STABILIZER

450VAC, 3PHASE,

NEMA SIZE 2

3-27-0-E

MOTOR CONTROLLER,

SEA WATER PUMP #2

450VAC, 3PHASE,

NEMA SIZE 0

3-27-0-E

MOTOR CONTROLLER,

STBD STEERING PUMP

450VAC, 3PHASE,

NEMA SIZE 1

3-36-0-E

MOTOR CONTROLLER,

STBD MDE FUEL OIL

BOOSTER PUMP

450VAC, 3PHASE,

NEMA SIZE 0

3-27-0-E

MOTOR CONTROLLER,

STBD UPPER ENGINE

RM EXHAUST FAN

450VAC, 3PHASE,

NEMA SIZE 1

3-27-0-E

MOTOR CONTROLLER,

BOW THRUSTER

450VAC, 3PHASE,

NEMA SIZE 4

3-3-0-E

MOTOR CONTROLLER,

FIRE PUMP FWD

450VAC, 3PHASE,

NEMA SIZE 3

3-3-0-E

MOTOR CONTROLLER,

BILGE PUM,P #2

450VAC, 3PHASE,

NEMA SIZE 0

3-27-0-E

MOTOR CONTROLLER,

EMERGENCY

GENERATOR RM

EXHAUST FAN

450VAC, 3PHASE,

NEMA SIZE 0

1-10-0-E

MOTOR CONTROLLER,

PORT STORAGE

COMPARTMENT

EXHAUST FAN

450VAC, 3PHASE,

NEMA SIZE 0

3-40-2-E

MOTOR CONTROLLER,

STBD STORAGE

COMPARTMENT

EXHAUST FAN

450VAC, 3PHASE,

NEMA SIZE 0

3-40-1-E

MOTOR CONTROLLER,

FORWARD

AUXILLIARY

COMPARTMENT

450VAC, 3PHASE,

3-3-0-E

28 (Rev-0)

EXHAUST FAN

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 shall establish an arc flash boundary of at least four (4) feet from the electrical plane of the equipment. Clearly mark and erect a barrier to prevent the access of unauthorized personnel. Establish visible safety boundary at all entrances to the space where work is being performed using red danger tape or signage. Maintain this safety boundary until all thermal inspections are completed and all electrical covers are reinstalled within the space.

3.6 Infrared thermal imaging system (IRTIS) equipment. The Contractor shall use Infrared Thermal Image System (IRTIS) equipment/camera in performance of this survey that meets or exceeds the following performance criteria:

Accuracy: +/- 1.5% or 1.5°C (2.7°F)

Object temperature range: From at most 40°F to at least +716°F

Display Type: Color

Digital Image Type: Color and Grayscale

Color Palettes: Hot Iron, Rainbow, Grayscale

3.7 Test equipment calibration and operational checks. The Contractor shall ensure the IRTIS equipment is calibrated and certified per manufacturer.

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File details come from the government source that posted it. Updated Feb 11, 2020.