ATTACHMENT_2-KATHLEEN_MOORE_(WPC_154)_DS_FQ4_KWR_19R0.pdf
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- USCGC KATHLEEN MOORE DOCKSIDE REPAIRS FY19
- Solicitation number
- 70Z080-19-Q-P45C5400
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RFQ 70Z080-19-Q-P45C5400
Attachment (2)
USCGC KATHLEEN MOORE (WPC 1109)
SPECIFICATION FOR DOCKSIDE REPAIRS
FY2019
Developed By: Kent W Ross
(Rev-0, 28 February 2019)
USCGC KATHLEEN MOORE (WPC-154) DOCKSIDE AVAILABILITY FY2019
ii (Rev-0)
TABLE OF CONTENTS
Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. vi Consolidated List of Critical Inspection Items ........................................................................................... vii Principal Characteristics ............................................................................................................................ viii General Requirements WORK ITEM 1: Electrical Power Distribution System, Thermographic Inspection (450 VAC And
Below) WORK ITEM 2: HVAC Duct System, Clean WORK ITEM 3: Interior Wet Deck Coverings, Reseal WORK ITEM 4: Tanks, Clean and Inspect WORK ITEM 5: Watertight Closures, Assess WORK ITEM 6: Bilges, Clean and Partial Preserve WORK ITEM 7: Topside Exterior Surfaces, Preserve (Partial, Opt) WORK ITEM 8: Machinery Ventilation System, Clean WORK ITEM 9: Sewage and Grey Water System, Clean and Inspect WORK ITEM 10: Reverse Osmosis Unit, Bilge Foundation, Preserve 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 127-302, Rev B, Potable Water & Sewage Tank Fabrication Details
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 Arrangement
Coast Guard Drawing 154 WPC 506-301, Rev -, Fills, Vents, Sounds, and 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 533-301, Rev E, Potable Water System Diagram
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 167-201, Rev E, Schedule of Doors, Manholes, and Hatches
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual
Coast Guard Technical Publication (TP) 8105, SWBS 533, Apr 2018, Watermaker/Brominator Reverse Osmosis – Model FRC-B 1600
Coast Guard Technical Publication (TP) 8123, 15 SEP 2015, Preliminary - Heating, Ventilation, and Air Conditioning System - Frc-514-P1
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements v (Rev-0)
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
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
MIL-DTL-1222, Dec 2000, Studs, Bolts, Screws and Nuts for Applications Where a High Degree of Reliability Is Required
Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2013, Cork and Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets
The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 11 (SSPC-SP 11), 2012, Power Tool Cleaning to Bare Metal 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)
9 N Sewage Tank Zinc
Anode
NIIN: 014474686 2 142.19
*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
9 Sewage and Grey Water System, Clean and Inspect
10 Reverse Osmosis Unit, Bilge Foundation, Preserve 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 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 Contractor operated (non USCG) facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at Contractor Operated (Non USCG) Facilities, as applicable, 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 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 _________.
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.
3 (Rev-0)
Air Emission Permit: Unit has a Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants.
3.5.2 Test and procedures. The Contractor shall be required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work shall be done by qualified laboratories; and where required by law, the laboratories shall be certified.
3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, 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.
4 (Rev-0)
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 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
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:
NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE /
8 (Rev-0)
TIME
9 (Rev-0)
QA-3b - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)
VESSEL NAME HULL # WORK ITEM
SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)
MIN MAX MEAN
SSPC-SP-10/NACE No. 2
SSPC-SP WJ-1/NACE WJ-1
SSPC-SP WJ-2/NACE WJ-2
SSPC-SP WJ-3/NACE WJ-3
SSPC-SP WJ-4/NACE WJ-4
SSPC-SP-3
SSPC-SP-11
SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)
ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:
RECORD MEASUREMENTS TAKEN IN THE SPACES PROVIDED BELOW, TO SERVE AS PERMANENT QA
RECORD. MAINTAIN SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS DIVIDED INTO
SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Mean Reading (mils)
Mean Reading (mils) IAW ASTM DD4417).
10 (Rev-0)
QA-4 - QUALITY ASSURANCE INSPECTION FORM
(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)
VESSEL NAME HULL # WORK ITEM
SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.
DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)
11 (Rev-0)
12 (Rev-0)
QA-5 - QUALITY ASSURANCE DATA FORM
(COATING THICKNESS)
(Use one sheet for each sequence)
VESSEL NAME HULL #
WORK ITEM
COATING MFG PRODUCT NAME
BATC
H #
INDUCTI
ON TIME
COATING SYSTEM
SEQUENCE
(PRIMER/TOUCHUP/3RD
COAT, ETC.)
DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC-PA 2.
SPOT 1 2 3 4 5
AVERAGE
VALUE
*BASE METAL READING
(BMR) Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.
LOCATION (FRAME REFERENCE):
SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS
1 AVG. BMR DEVIATION
3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS
AVG.
1 AVG. BMR DEVIATION
1 AVG. BMR DEVIATION
APPLICATION METHOD (AIRLESS,
CONVENTIONAL SPRAY, ROLLED)
AVERAGE DFT
13 (Rev-0)
30001_JLW_0618_154WPC
WORK ITEM 1: 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
14 (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:
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
15 (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, 60HZ,
125A
2-22-2
AUTO-BUS TRANSFER 450VAC, 3PHASE, 60HZ, 3-27-0-E
16 (Rev-0)
SWITCH (ABT24) 200A
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
#2
450VAC, 3PHASE, NEMA
SIZE 0
3-36-0-E
MOTOR CONTROLLER,
FUEL OIL
OFFLOAD/TRANSFER
PUMP
450VAC, 3PHASE, NEMA
SIZE 0
3-36-0-E
17 (Rev-0)
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
#1
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, NEMA
SIZE 0
3-27-0-E
MOTOR CONTROLLER,
BILGE PUMP #1
450VAC, 3PHASE, NEMA
SIZE 0
3-27-0-E
MOTOR CONTROLLER,
PORT STEERING PUMP #2
450VAC, 3PHASE, NEMA
SIZE 1
3-36-0-E
MOTOR CONTROLLER,
PORT UPPER ENGINE RM
450VAC, 3PHASE, NEMA
SIZE 1
3-27-0-E
18 (Rev-0)
EXHAUST FAN
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, NEMA
SIZE 0
3-27-0-E
MOTOR CONTROLLER,
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 #1
450VAC, 3PHASE, NEMA
SIZE 1
3-36-0-E
MOTOR CONTROLLER,
STBD MDE FUEL OIL
BOOSTER PUMP
450VAC, 3PHASE, NEMA
3-27-0-E
19 (Rev-0)
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
EXHAUST FAN
450VAC, 3PHASE, NEMA
3-3-0-E
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.
20 (Rev-0)
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. The IRTIS equipment shall be adjusted each time equipment is energized. Initially and when the IRTIS test equipment is operated continuously for long periods of time, a grey scale check shall be made in accordance with the IRTIS manufacturer’s instructions.
3.8 Thermal imaging camera operator certification. Possession of a current ANSI/ASNT LEVEL I certification (or higher) meeting SNT-TC-1A: Personnel Qualification and Certification in Nondestructive Testing criteria is preferred. Otherwise, describe all relevant thermal imaging skills and experience, as directed elsewhere in the solicitation.
3.9 Scan procedure. The Contractor shall perform detailed thermal imaging scan of all wiring, connections, bus work and all current carrying components that are accessible without breaking the electrical plane of the electrical equipment being surveyed while observing the monitor for hot or cold spots. When a potential hot or cold spot is found, the contractor shall determine the temperature difference between the hot or cold spot and surrounding equipment reference temperature.
NOTE
Fahrenheit (F) = Celsius (C)*(9/5)+32, and C = (5/9)*(F-32)
Hot spot. A hot spot is a relative temperature related to the equipment which is surveyed. A general rule of thumb considers a ‘hot spot’ 18°F / 10°C or more above the equipment reference temperature.
21 (Rev-0)
Cold spot: A cold spot is any area of the equipment which is surveyed where the temperature is satisfactory, but exhibits an open connection, component fault, or some other similar problem.
3.9.1 Scan spot criteria. When detecting a hot or cold spot contractor shall determine the temperature difference between the hot and cold spot in accordance with the IR test equipment OEM procedures manual. For a temperature difference of 70 degrees Celsius and above (Severity Code IV), imminent failure is expected, and shall be reported immediately to the ship’s Engineering Officer and Contracting Officers Representative (COR.) Contractor shall follow all criteria and all reporting actions on Table 2 excluding making repairs.
TABLE 1 – REFERENCE TEMPERATURES & SEVERITY CODE DETERMINATION
TEMPERATURE
RISE OR ΔT*
OPERATIONAL
ASSESSMENT
SEVERITY
CODE
ACTION
70°C and above Failure Imminent IV Equipment should be secured immediately and ships Engineering Officer notified. Do not operate until repairs are complete.
40°C to less than 70°C
Failure Almost Certain
III Equipment should be secured if operating conditions permit otherwise monitored until corrective action can be taken.
20°C to less than 40°C
Failure Possible II Corrective action should be taken as soon as feasible.
5°C to less than 20°C
Performance Degraded
I Corrective action should be taken at next scheduled routine maintenance period or as schedule permits.
Less than 5°C N/A N/A No corrective action required; note for future reference.
*The temperature rises or ΔT’s indicated above are the temperature differentials between the thermal anomaly (i.e., faulty connection or component) and the reference temperature. The reference temperature is normally a similar, normal operating connection, component, or phase.
3.9.2 Scan images. Provide, at a minimum, one color and one gray scale IR thermograph image of each faulty component or connection found, showing isothermal level scale on the images.
3.9.3 Scan photos. Provide, at a minimum, one digital non-infrared color photographic image of each faulty component or connection found from the same angle and perspective as used for the IR thermograph image, and identify the location of fault with arrow on the images.
3.9.4 Scan data. Save in electronic jpeg format, all thermal images and digital photographs, keeping a record of the images that are being saved. Record all pertinent data associated with each image regarding the piece of equipment, location, specific component or connection and the severity code (I, II, III or IV based on Table 2 criteria above).
3.10 Thermal Inspection Report. The Contractor shall submit two electronic copies of the thermal image survey report to the COR within five days of the thermographic inspection. The report shall contain one
(1) individual full page per fault/condition found including, at a minimum, the following required content:
Date and time of inspection
Location of equipment (id tag on gear) and name of faulty component within the equipment
IR thermograph and non-IR digital images
Ambient air temperature of ship space
22 (Rev-0)
Temperature of faulty component
Reference component temperature
Temperature rise (Δ T)
Descriptive technical fault assessment based on temperature rise
Severity code from Table 2
Probable cause and recommended action to correction
Coast Guard personnel will operate all shipboard machinery and equipment.
3.11 Operational test – post repairs. After completion of work, the Contractor shall thoroughly test, in the presence of the Coast Guard Inspector and demonstrate all items or shipboard devices that have been disturbed, used, repaired, altered, or installed to be in satisfactory operating condition. Submit a CFR.
4. NOTES
This section is not applicable to this work item.
23 (Rev-0)
WORK ITEM 2: HVAC Duct System, Clean
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to clean the interior of the following ventilation system components and ducts.
TABLE 1 – AREAS WITH HVAC DUCT OR COMPONENTS TO BE CLEANED
Compartment Items To Be Cleaned.
Pilot House (01-19-0-C) All supply and return ducting and associated grating/louvers, etc.
Main Deck HVAC Equipment Room (1-24-1-Q) All supply and return ducting and associated grating/louvers, etc.
All surfaces inside of air handler assembly that contact air going out to supply ducts (e.g. coils, filters, plenums, etc.)
Passage (1-23-0-L) All supply and return ducting and associated grating/louvers, etc.
Mess Deck (1-17-0-Q) All supply and return ducting and associated grating/louvers, etc.
Galley (1-18-2-Q) All supply and return ducting and associated grating/louvers, etc.
Office (1-16-1-A) All supply and return ducting and associated grating/louvers, etc.
CO Cabin (1-12-1-L) All supply and return ducting and associated grating/louvers, etc.
XO Stateroom (1-12-2-L) All supply and return ducting and associated grating/louvers, etc.
OPS CPO Stateroom (1-15-2-L) All supply and return ducting and associated grating/louvers, etc.
Second Deck Climate Controlled Store Room (2- 23-4-A)
All supply and return ducting and associated grating/louvers, etc.
C4ISR Equipment RM (2-23-3-Q) All supply and return ducting and associated grating/louvers, etc.
ENG CPO Stateroom (2-32-2-L) All supply and return ducting and associated grating/louvers, etc.
2 Person Stateroom (2-21-2-L) All supply and return ducting and associated grating/louvers, etc.
4 Person Stateroom (2-20-1-L) All supply and return ducting and associated grating/louvers, etc.
4 Person Stateroom (2-17-2-L) All supply and return ducting and associated grating/louvers, etc.
2 Person Stateroom (2-17-1-L) All supply and return ducting and associated grating/louvers, etc.
2 Person Stateroom (2-15-2-L) All supply and return ducting and associated grating/louvers, etc.
2 Person Stateroom (2-15-1-L) All supply and return ducting and associated grating/louvers, etc.
1 Person Stateroom (2-10-2-L) All supply and return ducting and associated grating/louvers, etc.
1 Person Stateroom (2-10-1-L) All supply and return ducting and associated grating/louvers, etc.
Passage (2-10-0-L) All supply and return ducting and associated grating/louvers, etc.
TABLE 2 – CONTRACTOR FURNISHED TEMP HVAC (PARA 3.3)
YES
24 (Rev-0)
2. REFERENCES
COAST GUARD DRAWINGS
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 PUBLICATIONS
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements
Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2014, Clean Shipboard Ventilation Systems
Coast Guard Technical Publication (TP) 8123, 15 SEP 2015, Preliminary - Heating, Ventilation, and Air Conditioning System - Frc-514-P1
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).
25 (Rev-0)
The Contractor is reminded to comply with ALL requirements invoked by this work item, such as SFLC Std Spec 0000 and SFLC Std Spec 5100 (e.g.
mark and restore damper positions; remove all intake and exhaust screens, clean vent systems in their entirety from the point where the air enters the system to the point where the air is discharged from the system; restore, renew, or repair all articles or component removed or disturbed to their original condition if damaged or modified during contract work etc).
3.2 Operational test, initial. Prior to commencement of work, the Contractor shall witness Coast Guard Personnel perform an initial operational test of the ventilation systems included in this work item, to demonstrate the existing operational condition. Document all modifications to the system (e.g. new holes in existing duct, etc.) that will be required to perform the cleaning work, do not perform modifications without Coast Guard authorization. Submit a CFR.
3.3 Temporary HVAC. If “YES” is denoted in Table 2 then the Contractor shall provide temporary ventilation to all impacted areas equivalent to the normal zonal ventilation rating for those spaces (i.e.
maintain existing climate control) for the duration of work as described in SFLC Std Spec 0000, otherwise the Coast Guard will furnish any required temporary ventilation.
3.4 Cleaning requirements. The Contractor shall clean and inspect the interior surfaces of ventilation system ducting runs and components listed in the table beneath paragraph 1.1 above, shown on the Coast Guard drawings and TPs listed in Section 2, in accordance with SFLC Std Spec 5100. Submit a CFR.
3.4.1 Duct Interior Images for Final Report. After gaining access to duct interiors, take a digital photo of each duct interior surfaces at the opening created to show the condition of the duct work prior to cleaning.
Then prior to closing the duct work accesses take a final image of the same area post-cleaning. Add these images to the final report submitted in paragraph 3.6 below.
3.5 Notification. The Contractor shall give written notification to the COR, 48 hours before starting ventilation cleaning work.
NOTE
Coast Guard personnel will operate all shipboard machinery and equipment.
3.6 Operational test, post repairs. After completion of work, the Contractor shall thoroughly test, in the presence of the Coast Guard Inspector and demonstrate the ventilation systems included in this work item to be in satisfactory operating condition. Submit a CFR.
26 (Rev-0)
63410_JLW_0118_154WPC
WORK ITEM 3: Interior Wet Deck Coverings, Reseal
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to remove and then reapply the upper components of the deck covering in the compartments described in Table 1, to obtain a uniform and defect-free surface.
TABLE 1 - DECK COVERING LOCATIONS TO BE SEALED
LOCATION
NAME, SPACE
APPROX.
SURFACE
AREA
(SQFT)
COVE
BASE
REPAIRS, IN ADDITION TO RESEALING,
REQUIRED TO COMPLETE THE
RESEAL
Head (1-12-0-L) 12 YES N/A
Passage (1-15-0-L) 30 YES N/A Head (1-15-1-L) 15 YES N/A
Ship’s Office (1-16-1-A) 35 YES N/A Mess Deck (1-17-0-Q) 105 YES N/A
Galley (1-18-2-Q) 80 YES N/A Head (1-23-1-L) 20 YES N/A
Passage (1-23-0-L) 130 YES N/A
Passage (2-10-0-L) 70 YES N/A Shower (2-12-1-L) 15 YES N/A Head (2-12-2-L) 15 YES N/A
Shower (2-13-1-L) 15 YES N/A Head (2-13-2-L) 15 YES N/A
Shower (2-14-1-L) 15 YES N/A Head (2-14-2-L) 15 YES N/A
Passage (2-17-0-L) 15 YES N/A Head (2-23-1-L) 30 YES N/A
Passage (2-23-0-L) 50 YES N/A Climate Controlled Store Room (2-
23-4-A)
60 YES N/A
Passage (2-25-0-L) 20 YES…
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