Oscar_Sette_Rev_2.pdf

NOAA SHIP OSCAR SETTE

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2019

Developed By: Kenn Asato

(REV-2, August 14, 2018)

TABLE OF CONTENTS

Revisions Record………………………………………………………………………... iii

References Guidance…………………………………………………………………… iv

Consolidated List of Government Furnished Equipment……………………………. v

Principle Characteristics………………………………………………………………... vi

Critical Inspection Items Guidance……………………………………………………. vii

General Requirements………………………………………………………………….. 1

10000 Series:

13141 MG Set #2 Cleaning/Overhaul 13111 SSDG Generator Cleaning/Overhaul 16301 Non-Skid Renewal 10961 Weight Control Perform 16441 MSD Door Replacement 15121 Galley Duct Cleaning 15122 HVAC Duct Cleaning 16121 Trawl House Railings and engine mounts, renew 11001 Miscellaneous Structural Repairs 11002 Miscellaneous Piping Repairs 15161 Walk In Ship Stores Freezer Drain 15123 Vanaxial Fans 15951 CTD Winch Overhaul 15931 OWS Piping 13041 Shore Power 15011 HPU System

20000 Series:

25731 Crane Replacement 23601 Mission UPS Replacement

30000 Series:

30001 ORF Growth Item 30002 ORF Deferred Growth Item

40000 Series 40001 PAC Growth Item 40002 PAC Deferred Growth Item

50000 Series 55732 Anti 2 block

51801 Stuffing Tube Renewal 56311 Longline Pit Overhead Preservation

60000 Series 66401 Bunk Conversion

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.

REFERENCE GUIDANCE

The below-listed documents form a part of this specification to the extent specified herein. Individual work items references are listed, however if a reference is incompletely listed or none listed at all consult the COR for clarification. All NOAA drawings, technical publications, and standard specifications will be provided to contractors by NOAA at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – as follows:

• MIL/DOD/CID

Specifications: http://www.assistdocs.com/search/search_basic.cfm

• Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws: www.gpoaccess.gov

• CG STD Specification: https://www.dcms.uscg.mil/Our-Organization/Assistant- Commandant-for-Engineering-Logistics-CG-4-/Logistic-Centers/Surface- Forces-Logistics-Center/Contracting-Links/Standard-Specifications/

The Government is aware of the following internet web links where contractors may procure commercial specifications:

• American Welding Society (AWS): http://www.awspubs.com/index.php

• ANSI, ASTM, IEEEE, NFPA, ASME, SAE

Standards: http://www.techstreet.com/

• NFPA: http://www.nfpa.org

• SSPC Standards and pictorial guides: http://shopping.netsuite.com/sspcmarketplace

NOAA DRAWINGS

See individual Work Items

NOAA PUBLICATIONS

See individual Work Items

OTHER REFERENCES

See individual Work Items http://www.assistdocs.com/search/search_basic.cfm http://www.gpoaccess.gov/ http://www.awspubs.com/index.php http://www.techstreet.com/ http://www.nfpa.org/ http://shopping.netsuite.com/sspcmarketplace

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

ITEM DESCRIPTION QTY ESTIMATED

COST

($/UNIT)

Item No. Description Quantity

25731 North Pacific Crane MCKT-1250 1 $150,000

25731 North Pacific Crane: Pedestal

Brackets 6

13041 Shore Power Receptacle 2 $5,000

13041 Shore Power Cables 2 $10,000

23601

APC SmartUPS RT 20 kVA RM 208/240 VAC XLT; Rack-Mount 12U; 208/240 VAC Input/Output;

APC-Schneider Electric Mfr. Part#:

SURT20KRMXLT (consists of UPS

Controller and Battery Pack) 1

NA

23601

APC SmartUPS RT External Battery Pack; Rack-Mount 6U; APC- Schneider Electric Mfr. Part#

SURT192RMXLBP2 1

NA

23601

APC Service Bypass Panel -

200/208/240 V; 100 A; MBB;

Hardwire input/output; APC- Schneider Electric Mfr. Part#:

SBP16KP 1

24U Server Rack; 48”h x 24”w x 42”d; Blackbox Mfr. Part#:

EC24U2442SMMSMNK 1

Server Rack, Top Panel, Solid;

Blackbox Mrf. Part#: ECTOPS 1

NA

*Government-loaned property, which shall be returned to the Port Engineer 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

EEB

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS AND CIR

GUIDANCE

Critical Inspection reports shall be completed within the first 25% of the availability contract period. Submit all CIRs and CFRs for routine inspections and tests within 24 hours after completing the specified inspections and tests. Submit CFRs for unexpected conditions within 24 hours of discovery.

Report contents. Include the following details, at a minimum, in each report, to facilitate the contract-change process for CIR’s and CFR’s:

• Sequential number to indicate order of submission.

• CLIN and title to which the condition-found report relates

• A clear statement, definition, and description of the condition found, including but not limited to frame numbers, part numbers, materials, and dimensions as appropriate.

• A proposed or recommended repair to correct the defective condition, including but not limited to frame numbers, part numbers, materials, and dimensions as appropriate.

• When measurements are taken the Contractor shall, at a minimum, list the measurements taken, list the allowable tolerances and dimensions, and perform the required calculations (e.g., running clearances, interference fit tolerance, etc…), and provide a PASS/FAIL determination for each measurement along with a repair recommendation.

• Indication whether the report requires NOAA action or if it is provided “For Information Only”. If action is required, indicate the time and date when the NOAA response is required in order to complete the action within the specified contract performance period. If the action cannot be completed within the specified contract period, so state.

• When NOAA action is required, indicate the response time needed to avoid a contract extension and how many additional days past the scheduled completion date the added work will require.

• Space on the form for the NOAA designated representative to make comments.

• Signature of the Contractor Ship Superintendent, including date of signature and condition found report submission.

The following is a list of CIR’s:

Work Item Paragraph Description Quantity Due Date Deliver to Reference

13141 3.3.3 Checkpoint 1 24hrs after checkpoint COR PARAGRAPH

13141 3.60 Checkpoint 1 24hrs after checkpoint COR PARAGRAPH

13141 4.10 Load Test 1 24hrs after test COR PARAGRAPH

13111 4.30 Inspection 1 48hrs after inspection COR PARAGRAPH

13111 4.4.1 Witness 1 24hrs after inspection COR PARAGRAPH

13111 5.10 Report 1 48hrs after inspection COR PARAGRAPH

16301 7.10.2 ABS 1

24hrs after inspection COR PARAGRAPH

10961 7.50 Checkpoint 1 24hrs after inspection COR PARAGRAPH

10961 7.70 Checkpoint 1 24hrs after inspection COR PARAGRAPH

10961 7.90 Checkpoint 1 24hrs after inspection COR PARAGRAPH

10961 7.11 Checkpoint 1 24hrs after inspection COR PARAGRAPH

10961 7.13 Checkpoint 1 24hrs after inspection COR PARAGRAPH

10961 4.10 Report 1 24hrs after inspection COR PARAGRAPH

16441 4.30 Checkpoint 1 24hrs after inspection COR PARAGRAPH

16441 5.10 Report 1 24hrs after inspection COR PARAGRAPH

15121 4.29 Checkpoint 1 24hrs after inspection COR PARAGRAPH

15121 5.10 Report 1 24hrs after inspection COR PARAGRAPH

15122 3.20 CFR 1

24hrs after inspection COR PARAGRAPH

15122 3.30 CFR 1

24hrs after inspection COR PARAGRAPH

15122 3.30 Checkpoint 1 inspection COR PARAGRAPH

15122 3.40 CFR 1

inspection COR PARAGRAPH

16121 4.10 Checkpoint 1 24hrs after inspection COR PARAGRAPH

11001 4.1.9 ABS 1

24hrs after inspection COR PARAGRAPH

11001 5.10 Report 1 24hrs after inspection COR PARAGRAPH

11002 4.2.2 CFR 1

24hrs after inspection COR PARAGRAPH

11002 5.40 Report 1 24hrs after inspection COR PARAGRAPH

15161 4.20 CFR 1

24hrs after inspection COR PARAGRAPH

23601 5.13 CFR 1

24hrs after inspection COR PARAGRAPH

23601 5.3.4 Checkpoint 1 24hrs after inspection COR PARAGRAPH

23601 5.36 Checkpoint 1 24hrs after inspection COR PARAGRAPH

15122 4.11 Report 1 24hrs after inspection COR PARAGRAPH

15122 4.14 Report 1 24hrs after inspection COR PARAGRAPH

15122 4.16 Witness 1 24hrs after inspection COR PARAGRAPH

15122 4.1.2 Report 1 24hrs after inspection COR PARAGRAPH

15951 4.3.1 Report 1 24hrs after inspection COR PARAGRAPH

15951 4.4.1 Checkpoint 1 24hrs after inspection COR PARAGRAPH

15951 4.4.1 Checkpoint 1

15951 4.4.1 Checkpoint 1 inspection COR PARAGRAPH

15951 4.80 Witness 1 24hrs after inspection COR PARAGRAPH

15951 5.10 Report 1 24hrs after inspection COR PARAGRAPH

15931 7.40 Checkpoint 1 24hrs after inspection COR PARAGRAPH

15931 7.90 ABS 1

24hrs after inspection COR PARAGRAPH

15931 7.10 Checkpoint 1 24hrs after inspection COR PARAGRAPH

15931 7.13 Checkpoint 1 24hrs after inspection COR PARAGRAPH

15011 4.20 Checkpoint 1 24hrs after inspection COR PARAGRAPH

55732 4.2.1 Checkpoint 1 24hrs after inspection COR PARAGRAPH

55732 5.10 Report 1 24hrs after inspection COR PARAGRAPH

56311 4.20 Checkpoint 1 24hrs after inspection COR PARAGRAPH

56311 4.30 Checkpoint 1 24hrs after inspection COR PARAGRAPH

56311 5.10 Report 1 24hrs after inspection COR PARAGRAPH

51801 3.30 Witness 1 24hrs after

PRINCIPAL CHARACTERISTICS

T-AGOS

PHYSICAL CHARACTERISTICS

Length Overall 224'

Length between Perpendiculars 194'

Maximum Draft 15'-1"

Maximum Beam 44'-11”

Height of Mast ABV 15’-1” WL 72'-2”

Full Load Displacement 2298 long tons

Displacement, Light Ship 1493 long tons

MACHINERY CHARACTERISTICS

Main Propulsion Four Caterpillar Model D398B, 2 General Electric Model DL58X170535 w/ SCR drive

Bow Thruster 550 HP

Propulsion Shaft Two

Ship's Emergency Generator 250 KW Kato / 3408 Caterpillar

Specific General Requirements (See MOC-000-1G for more Information)

1. SCOPE

1.1 Intent. This specification invokes general requirements for conducting vessel repairs performed by commercial contractors for NOAA vessels. These general requirements apply to all work items contained in the original contract and all modifications issued by the Contracting Officer.

2. REFERENCES

NOAA DRAWINGS

None

NOAA PUBLICATIONS

NOAA Standard Specification S2906, Arc Welding of Waterborne Vessels NOAA Std. Spec S4800-2, Piping Systems, General Requirements

OTHER REFERENCES

American Bureau of Shipping "Rules for Building and Classing Steel Vessels” Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2008, Occupational

Safety and Health Standards U.S. Coast Guard "Subchapter F - Marine Engineering,” 46 CFR 50 through 46

CFR 64

U.S. Coast Guard "Subchapter J - Electrical Engineering,” 46 CFR 110 through 46

CFR 113

IEEE Std. 45-1998, "IEEE Recommended Practice for Electric Installations on

Shipboard” 40 CFR 61, Subpart M, sections 61.140 through 61.157

29 CFR 1915.1001

DEFINITIONS

Wherever used in this specification and in all other work items in this contract, the following definitions of terms apply:

Inspect. Visually evaluate the specified surface, item, part, or component for evidence of contamination, damage excessive wear, scoring, and any other condition which could interfere with the proper operation or functioning of the surface, item, part or component.

Install. Place the specified item in position for service and make all connections needed to insure proper use, service, appearance, and operation. Except as may otherwise be specified, this shall include the following:

• Provide new or modify existing foundations. Securely mount equipment and components using new fasteners. Align connected equipment and components to meet manufacturers’ specifications.

• Make all electrical connections. Provide new electric cable runs between controllers and motors of new equipment. Existing cables may be reused in other applications, except where the existing cables are too short to make connections.

Renew cables, which are too short and less than 20 feet long. Junction boxes may be used to increase the cable run length where the existing cable runs are longer than 20 feet.

• Modify new piping to suit the new equipment, including the rerouting of existing piping and adding of new piping as needed to properly connect equipment and components. Piping modifications greater than five feet from the equipment are not required. New piping is required only to the extent necessary to accommodate modifications of existing piping.

Piping. A system of pipe, tube, elbows, tees, valves, couplings, and other pipe fittings.

Unless otherwise specified in the detailed item description, all piping systems and components shall comply with material and installation requirements of reference 2.8.

Rebuild. Disassemble, clean, inspect, repair (including renewal of all parts needed), reassemble, test, and calibrate the specified part, component, system, or machine to restore it to a condition of reliability equivalent to a new part, component, system, or machine. Components and parts shall meet the manufacturer's applicable rebuild specifications.

Reinstall. Return the same item, which was previously removed, to its previous configuration and location.

Renew. Provide and install a new item as replacement for an existing item previously removed or to be removed. The new item must be the same as or comparable in material, performance and configuration to the item removed.

Replace. Same as "renew,” defined above.

Touch-Up. Preservation operations on cumulative surface areas less than 10 percent of the total area (e.g., bilge, tank, space, etc.) being preserved, with no individual area greater than 10 square feet. Included under touch-up operations are new and disturbed surfaces of less than 10 square feet. Except for potable water, reserve feedwater, or freshwater drain collecting tanks, the documentation requirements for critical-coated surfaces are waived for these touch-up areas, and the requirements for cleanliness, surface preparation, surface profile, conductivity/chloride measurement, and coating inspection consisting of dry film thickness (DFT), holidays, and cleanliness shall be verified by the accomplishing activity prior to paint applications.

3. REQUIREMENTS

3.1 General. The Contractor shall conform to all requirements specified 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.

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 MOC-631-2D unless otherwise specified by the

COR.

3.3.1 Brand name approval. See COR for guidance.

3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with MOC-631-2D unless otherwise specified by the COR.

3.4 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and NDI in accordance with S2906 unless otherwise specified by the

COR.

3.5 HW disposal. The Contractor shall be considered the generator of all hazardous wastes, and shall manage hazardous wastes in accordance with its management plans, policies, and instructions. Handle all hazardous wastes generated during the execution of this contract in accordance with all Federal, state, and local regulations. Notify the ship’s hazardous waste coordinator prior to any transfers of hazardous wastes from ship to shore.

4. NOTES

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

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

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

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 |

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

Location of Work (Frame References) Area (sqft)

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 and 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

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils Mean Mil Reading (IAW ASTM D4417-Method C) for above 15 readings: ______________

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

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 and 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 _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils Mean Mil Reading (IAW ASTM D4417-Method B) for above 10 readings (by column):

_____ mils _____ mils _____ mils _____ mils _____ mils

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15

DATE TEST LOCATIONS CONDUCTIVITY

(microsiemens/cm)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

Coating Mfg Product Name Batch # Induction 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.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before

Adjustments After Adjustments

Avg.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before

Adjustments After Adjustments

Avg.

Application Method (Airless, Conventional Spray, Rolled) Average DFT

Basic –Class A Items

Work Item 13141 Generator Servicing and Cleaning

1 SCOPE

1.1 Clean motor/generator MG Set #2 (Drive motor and Generator)

Generators are KATO 250KW, Model # A211630000/5R4274. Cleaning shall be done in place.

2 REFERENCE DOCUMENTS

2.1 Appendix B Specific Contract Work Definitions and Requirements

2.2 Technical Manual HA-311-03, KATO Generator 250KVW

2.3 NOAA Standard Specification # S6100, Cleaning Ships' Service Generator

2.4 ABS Rules for Building and Classing Steel Vessels, Part 1, Section 1/3.11

2.5 NOAA Standard Specification S0100, Implementation and Conduct of Check Points

2.6 NOAA Standard Specification S0233-03, Attachment A - Generator Alignment Procedures

AMC-000-3C General Requirements for Small Contract

3 GOVERNMENT FURNISHED EQUIPMENT

3.1 None

4 REQUIREMENTS

4.1 The contractor shall perform all work in accordance with the requirements of the documents cited in paragraph 2 above.

4.1.1 All work required by this specification shall be performed by a KATO Field Service Representative. A preferred representative to complete the work is:

Blackrock Technical Services

Joe Lynch

Tel: 904 945-0035

E-mail: jlynch@blackrocktechnical.com

Website: www.blackrocktechnical.com

4.1.2 All work shall be accomplished in accordance with manufacturer's recommended procedures and all replacement parts shall be genuine Kato factory built or approved parts.

4.1.3 Prior to initiating any work on the any systems, de-energize and tag-out all sources of electrical power to the circuits and ventilation involved in this Work Item Submit a report with Megger readings to the COR.

4.1.4 Make all removals and restorations. Remove and replace all interferences, rig and un-rig, stage and un-stage; make all disassemblies and subsequent reassemblies; provide and operate equipment, and supply all services and assistance to accomplish the work. Material, unless specifically stated as Government Furnished, shall be supplied by the Contractor.

4.2 Generator end and motor end inspections - Temporarily remove the sheet metal covers from each generator and the terminal connection box covers. Check each cable in the terminal box for chafing and wear. Both motor and generator require cleaning and replacement bearings.

Remove all cable insulation tape in way of lugs and check connection for tightness. Reseal using new electrical tape.

4.3 Temporarily disconnect all cables from bus bars and perform insulation resistance (Megger) test on the generators “and motor end” stator and rotating field windings using 500V DC megger.

4.3.1 Do not megger any solid state devices or winding temperature detectors.

4.3.2 The Chief Engineer (CME) and COR shall be called in to inspect each generator terminal box.

4.3.3 Contractor shall submit a CFR to the CME and COR for approval prior to continuation of work.

****CHECKPOINT****

4.4 Visually inspect the motor and generator rotor insulation, stator windings, insulation, and terminal connections. Submit a CFR to the COR of the results of the inspection noting any items that require repairs.

4.5 Motor/Generator Cleaning - Thoroughly clean each generator internals using an industrial-type vacuum cleaner and lint free rags to remove all debris, dust, etc.

Exterior surfaces of the generators shall have all stubborn dirt removed with a COR-approved detergent or solvent.

mailto:jlynch@blackrocktechnical.com http://www.blackrocktechnical.com/

4.6 After performing hand and vacuum cleaning, clean the inner and outer sections of each rotor and stator winding to remove all traces of dirt and contaminants.

This process shall be repeated until solvent sampled from the bottom of the generator and motor is free of visible contamination as verified by the CME and

COR.

****CHECKPOINT****

4.6.1 Provide a catchment system under the entire generator to capture and remove solvent.

4.6.2 Contaminated solvent shall be disposed of in accordance with local, state, and federal regulations.

4.7 The generators shall be dried with heated forced-air until all traces of solvent have been removed and corrected megger readings remain constant for a period of two hours.

4.7.1 Provide and install temporary access covers on the front and rear of the generators to duct heated drying air and exhaust the solvent laden fumes through temporary ducting to the atmosphere outside of the ship. Check torque on all fasteners, in particular fan blade vanes before shrouding is installed.

4.8 Upon completion of cleaning remove all cleaning materials, tools, rags, temporary access covers and equipment and ducting. The CME & COR shall inspect work area prior to reinstalling generator covers and terminal boxes.

4.9 Painting – Clean all damaged paint to sound paint or bare metal. Clean all exposed metal free of foreign matter and corrosion. Spot prime all damaged paint or exposed metal. Coat all new and damaged areas with 2 coats of finish paint to match the surrounding area. Epoxy paint shall be used over galvanized metal.

4.10 Testing - After generator electrical sets are reinstalled perform complete

D.C. high potential, no-load, and operational tests in accordance with Ref. 2.2 &

2.3 at 75% load until temperature stabilize. Utilize a load bank for this procedure. The generators are capped at 80% and will not go to the full 100% under normal conditions. Provide a copy of the proposed load test procedure to the COR for acceptance prior to performing the work. Provide the COR a copy of the load test results in a CFR.

5 QUALITY ASSURANCE

5.1 Submit a written report of the results of the testing required by paragraphs 4.3, 4.4, 4.9, and 4.10. The report must contain as a minimum date, time, results and names of witnesses.

6 NOTES

Work Item 13111 SSDG Generator Cleaning/Overhaul

1.1 Objective: To remove, clean, overhaul, and reinstall four Kato SSDG generators.

2.1 Appendix B Specific Contract Work Definitions and Requirements

2.2 NOAA Standard Specification S0100; Implementation and Conduct of Check

Points

2.3 NOAA Standard Specification S6300-3,Overhaul of Electrical Rotating

Machinery

2.4 Technical Manual HI-311-01, Alternating Current Generator 600KW Kato.

2.5 Technical Manual HI-311-05, KATO 600KVW Generator Overhaul Manual.

3 GOVERNMENT FURNISHED MATERIAL (GFM)

4.1 General Requirements

4.1.1 The contractor shall perform all work in accordance with the requirements of the documents cited in paragraph 2 above. Take base line megger readings before removal from the engine.

4.2 Disconnect the four ship’s service generators (electrical end) from their respective diesel engine prime movers, Caterpillar D398s. Prior to uncoupling the generator from the diesel engine the following shall be performed:

4.2.1 Install blocks and other supports needed to support the generator-end of the diesel crankshaft and coupling.

4.2.2 Insert a matting to protect the iron laminations and windings between the main rotor and stationary fields.

4.2.3 Remove generator mounting bolts and slide generators aft enough expose the flex plates. Note the location and size of any alignment shims and mark each location on the mounting frame.

4.2.4 Mark the flex plate locations to the fly wheel and to the shaft. Remove flex plates and ensure they are marked for the specific generator/ diesel engine so they can be installed in the original location and orientation. NOTE:

Do not shift any rotating flex plates once removed and marked.

4.2.5 Remove the rotating fan and inner shield. Or protect the rotor from contacting the stator and remove once off the ship.

4.2.6 Remove exciter covers, exciter and stationary exciter. Open rotating exciter connections from the rectifier assembly.

4.3 Remove the generators from the ship to a suitable electrical shop.

Disassemble, inspect, and report results of inspections to COR. Perform a "Standard Overhaul" of the generators in accordance with Reference sited in section 2.

4.3.1 All work shall be accomplished in accordance with manufacturer's recommended procedures.

4.3.2 All replacement parts shall be genuine Kato factory built.

4.3.3 Renew the generators’ bearings (1 each per generator) and rework the housings as necessary to ensure the correct fit.

4.3.4 The electrical shop shall attach a metal tag to each generator stating the following:

• Type of varnish and insulation used.

• Record of megger readings taken before and after overhaul.

• Contractor's name and date of generator overhaul.

4.4 Upon completion of overhaul, return the generators to the ship, reinstall the generators to their respective diesel engines, and reconnect all mechanical and electrical components. Mechanically align generators with their respective engines using a precision laser shaft alignment tool. Or use a Starret dial guage and specific parts setup. Please see Kato Manual “Publication 350-01003-00 Section 2.4 “Assembling to Prime Mover.”

4.4.1 Upon reassembly, readings are once again to be taken and the generator adjusted in accordance with manufacturer’s specifications. The ship’s Chief Engineer and the COR shall witness the readings.

4.5 Testing - After generator electrical sets are reinstalled perform a reactive load bank test at 100% load until temperatures stabilize. Provide a copy of the proposed load test procedure to the COR for acceptance prior to performing the work.

5.1 Submit a written report of the results of the testing required by this item. The report must contain the date, time, results, and names of the witnesses.

6.1 Generator technical data:

Manufacturer: Kato Model No.: A211630000/5R4274

KVA/KW: 600

RPM: 1800

Voltage: 600 Amps: 907

Work Item 25731 Crane Replacement

ABSTRACT: THIS ITEM DESCRIBES THE REQUIREMENT TO REPLACE THE

DECK CRANE ON THE NOAA SHIP SETTE.

REFERENCES/ENCLOSURES

2.1 Drawing General Arrangements

2.2 Drawing: ADV-122-001-A (Mission Space Structural Modifications)

2.3 Drawing: ADV-556-001-A (Hydraulic Piping System Modifications)

2.4 Tech Manual: North Pacific Crane Operation and Maintenance Manual (SN:

MCKT-1250-17-2198)

ITEM LOCATION/ QUANTITY/DESCRIPTION

3.1 Locations: Various

GOVERNMENT FURNISHED EQUIPMENT/MATERIAL/SERVICES

4.1 North Pacific Crane: MCKT-1250-17-2198 and controls

4.2 North Pacific Crane: Pedestal Brackets (Quantity: 6)

NOTES

5.1 The Contractor and all subcontractors, regardless of tier must consult the General Technical Requirements (GTR) to determine applicability to this work item. In performance of this work item, the Contractor and all subcontractors regardless of tier must comply with the requirements of all applicable GTRs.

5.2 The Contractor and all subcontractors, regardless of tier, are advised to review other work items under this contract to determine their effect on the work required under this work item. Many of the definitions relating to performance of this work item are found in Work Item 001.

QUALITY ASSURANCE REQUIREMENTS

6.1 The Contractor shall establish, document, and maintain an effective quality assurance system to ensure and verify that the material, processes, and procedures used comply with the requirements.

STATEMENT OF WORK

7.1 Drain and dispose of hydraulic fluid from the upper deck crane branch line using Reference 2.3 as a guide.

7.2 Disconnect hydraulic supply and return piping from control station.

7.2.1 Cap off hydraulic piping to prevent contamination.

7.3 Remove existing hydraulic hoses.

7.4 Remove existing hydraulic pump controls and retain for reuse.

7.5 Renew the three existing HPU control kickpipes. New kickpipes shall be stainless steel.

7.6 Unbolt and remove existing crane from crane pedestal.

7.7 Crop out and remove existing crane pedestal, control station, and raised pedestal platform.

7.7.1 Grind cut surfaces smooth.

7.7.2 Note location of existing pedestal as new pedestal will be located in the same location.

7.8 Remove new crane from new crane pedestal in preparation for installation.

7.8.1 Retain all fasteners for reinstallation.

7.9 Prepare new crane pedestal for installation in accordance with Reference 2.4.

7.9.1 Cut crane pedestal such that hydraulic tubing pass-through is the same height off the deck as the existing crane.

7.9.2 Install chamfer on crane pedestal for welding.

7.9.3 Install ladder rungs on interior of crane pedestal similar to existing crane pedestal. Rungs shall be made of 3/4” steel rebar and continuously welded. Rungs shall be 24” wide, spaced 12” apart, and welded to the interior-outboard side of the crane pedestal.

7.9.4 Fabricate and install hydraulic tubing mounts, similar to existing.

7.10 Install crane pedestal in accordance with Reference 2.4.

7.10.1 Confirm new pedestal is aligned with the existing foundation.

7.10.2 The following structural installation checkpoints shall occur in the presence of the ABS Surveyor:

7.10.2.1 After new crane pedestal has been fitted up prior to starting root weld. Inspection shall confirm lineup of new crane pedestal with existing structure. Ensure relative flatness of prepared joint at the foundation interface is a minimum of 1/16”.

7.10.2.2 After completion of root weld. Inspection shall confirm absence of porosity and inclusions.

7.10.2.3 After pedestal root weld has been completed and back-gouged. Inspection shall confirm complete fusion and complete joint penetration of the weld.

7.10.2.4 After completion of pedestal welding and prior to coating.

Conduct ultra-sonic test to confirm 100% weld penetration.

7.11 Install new crane onto installed crane pedestal.

7.11.1 Ensure the torque arm bar for the rotoseal is placed between the two brackets as described in the Installation Procedure in Reference 2.4

7.11.2 Utilize existing cap screws

7.11.3 Coat cap screw threads with anti-seize lubricant such as Dow-Coming

Formula 111 before installation.

7.11.4 Torque cap screws in accordance with Reference 2.4

7.12 Fabricate and install 12 gussets in accordance with Reference 2.4

7.12.1 Gussets shall be made of ½” ABS Grade A steel

7.12.2 Gussets shall be 8¼” by 8¼”.

7.13 Fabricate and install crane pedestal platform, similar to existing, on the forward, outboard, and aft sides of the newly install crane pedestal

7.13.1 Platform dimensions shall be similar to existing.

7.13.2 Platform structure shall be of 2” x ¼” angle

7.13.3 Platform grating shall be red fiberglass grating with non-skid top

7.13.4 Foundation shall not be welded to the crane pedestal.

7.13.5 Fabricate and weld padeyes on which the platform foundation shall be mounted.

7.13.6 Foundation shall protect the hydraulic piping.

7.14 Install crane control foundation similar to existing.

7.14.1 Control structure shall be installed such that crane controls are facing aft, same as existing.

7.14.2 Fabricate and weld pad-eyes on which the crane control foundation shall be mounted.

7.14.3 Remount retained hydraulic pump controls onto foundation.

7.14.4 Fabricate a canvas cover to cover the crane control foundation. The canvas cover shall be marine grade, white, with grommets.

7.15 Fabricate, install, and connect ¾” stainless steel hydraulic tubing, in accordance with Reference 2.3, from the crane, extending down through the inside of the crane pedestal, and exiting the crane pedestal at the bottom tubing pass-through. Tube shall extend under, and end approximately flush with, the crane platform structure. Refer to existing arrangement.

7.15.1 Tubing shall be rated to a minimum of 4,000 PSIG.

7.15.2 End fittings of crane connections are JIC

7.15.3 Secure hydraulic tubing to the installed mounts.

7.16 Fabricate and terminate hydraulic hoses to connect:

7.16.1 Existing supply and return piping to the controls.

7.16.2 Controls to the crane.

7.16.3 Install Densyl tape around hydraulic hose fittings.

7.16.4 Hydraulic hoses shall be rated to a minimum of 4,000 PSIG (150% of the working pressure of 2,500 PSIG).

7.16.5 Hydraulic hoses shall have JIC fittings.

7.17 Conduct hydrostatic pressure test of the upper deck crane hydraulic branch line. Refer to Reference 2.3.

7.17.1 Test pressure shall be 3,375 PSIG.

7.17.2 Valves, gauges, and components that may be damaged by the hydrostatic test shall be temporarily removed from the system.

7.17.3 Hold hydrostatic test pressure at least 10 minutes prior to final inspection.

7.17.4 No weeps or leaks will be permitted.

7.17.5 Correct any deficiencies found.

7.18 Flush upper deck crane hydraulic lines from the crane to the last fitting of the upper deck crane branch line from the HPU to remove all contaminates to achieve cleanliness Grade A prior in installation. Refer to Reference 2.3.

7.19 Fabricate and install a stainless-steel hose tag onto each new hose assembly.

Permanently stamp, engrave, or etch the following information on the hose tag:

7.19.1 “Hose Log Item Number” - shall be an alphanumeric indicator noting the piece of equipment and the hose number. Please include manufacturer part number, pressure rating, cut length of hose, size, brand, type, and part number of the end fittings. Example: Fwd Crane 03.

7.19.2 “Service Life Date” - shall indicate the date the hose is to be replaced with a format of (DD/MM/YY). Date shall be 5 years following the installation date.

7.19.3 “Hydrostatic Test Pressure” - shall indicate the test pressure in PSI

7.19.4 “Hydrostatic Test Date” shall indicate the date of the pressure test with a format of (DD/MM/YY).

7.20 Provide updated hose log data for each new hose using the template shown in Table 588-1.

7.21 Apply chaffing gear to hydraulic hoses susceptible to excessive wear.

7.22 Fill hydraulic system with oil and energize HPU to operating pressure

7.22.1 Oil shall be ISO 68, Mobile DTE 10.

7.22.2 Evaluate hose connections, cylinders, fittings, etc. to check for leaks.

7.23 Conduct a no-load operational test to the satisfaction of the COR and ABS

Surveyor: Operate equipment through its full range of motion for a minimum of 2 minutes to ensure satisfactory operation in an unloaded condition.

7.24 Conduct a Dynamic load test to the satisfaction of the COR and ABS Surveyor:

Following a successful operational test, increase weight to the applicable SWL (2,100 lbs) and operate equipment through its full range of motion for a minimum of 3 complete cycles at full boom extension.

7.24.1 Following dynamic load test, visually inspect structure, fittings, paint, and appurtenances for deformation, excessive wear, corrosion, damage, fractures, or abnormalities as necessary to the satisfaction of the COR and ABS Surveyor.

7.25 Conduct Static load test to the satisfaction of the COR and ABS Surveyor:

Following a successful Dynamic load test, position the equipment in accordance with ABS Surveyors desired position and increase weight to 125% of the rated SWL (1.25* 2,100 lbs. = 2,625 lbs) and hold for a minimum of 2 minutes.

7.25.1 Following static load test, visually inspect structure, fittings, paint, and appurtenances for deformation, excessive wear, corrosion, damage fractures, or abnormalities as necessary to the satisfaction of the ABS Surveyor.

GENERAL REQUIREMENTS

8.1 All new fasteners shall be stainless steel.

8.2 While hydraulic hoses and pipes are disconnected, fittings shall be capped to prevent contamination of the hydraulic system.

8.3 Provide the following deliverables:

8.3.1 Copies of calibration certs of loads cells used to conduct tests

8.3.2 Verification of test weights.

8.3.3 Statements of Fact for crane operational testing from ABS Surveyor.

8.4 Paint all new and disturbed surfaces.

8.5 Provide Crane Technical Representative from North Pacific Crane during the commissioning and testing.

8.6 Dispose of existing crane, crane pedestal, controls, and removed structure.

Table 588 – 1: Example Hydraulic Hose Log Data Form

(End of specification)

Hose # Piece of Equipment Size Length Material End Type Rated Pressure Date Instaled End of SL Date

Work Item 16301

Non-Skid Renewal

ABSTRACT: THIS ITEM DESCRIBES THE REQUIREMENT TO RENEW WEATHER

DECK NON-SKID ON THE NOAA SHIP OSCAR ELTON SETTE.

REFERENCES/ENCLOSURES

2.1 Application Guidelines: International Intershield 6LV & Intershield 6GV

2.2 Data Sheet: International Intershield 456

2.3 Data Sheet: International Interthane 990

2.4 Sketch: Non-Skid Locations

ITEM LOCATION/ QUANTITY/DESCRIPTION

3.1 Locations: All weather decks, including the following:

3.1.1 Main Deck

3.1.2 Mission Platform

3.1.3 Forecastle Deck (O1 Deck)

3.1.4 Upper Deck (O2 Deck)

3.1.5 Bridge Deck (O3 Deck)

3.1.6 Top of Aft Steering Control Station

3.1.7 Flying Bridge

3.1.8 Ramp from Main Deck Port Side to grated deck

GOVERNMENT FURNISHED EQUIPMENT/MATERIAL/SERVICES

4.1 None Additional

NOTES

5.1 The Contractor and all subcontractors, regardless of tier must consult the General Technical Requirements (GTR) to determine applicability to this work item. In performance of this work item, the Contractor and all subcontractors regardless of tier must comply with the requirements of all applicable GTRs.

5.2 The Contractor and all subcontractors, regardless of tier, are advised to review other work items under this contract to determine their effect on the work required under this work item. Many of the definitions relating to performance of this work item are found in Work Item 001.

5.3 The removable ramp (Location 3.1.8) from the Long-Line Pit on the Main Deck leading up to the aft grated deck is considered a deck and will receive preparation and deck coatings as any other deck as described in the Statement of Work.

5.4 For bidding purposes, the deck area to be coated is approximately 9,500 ft2

QUALITY ASSURANCE REQUIREMENTS

6.1 The Contractor shall establish, document, and maintain an effective quality assurance system to ensure and verify that the material, processes, and procedures used comply with the requirements.

STATEMENT OF WORK

7.1 Notify both deck and engine department heads at least 48 hours prior to beginning work in any area so that proper preparations can be made (securing equipment, removing interferences, etc.).

7.2 Provide a waterproof tarp over affected decks to prevent rain water from making contact with the deck and to provide adequate shade to prevent the deck temperature from exceeding 110°F. Provide heaters if deemed necessary by COR to maintain proper temperature and relative humidity in accordance with Reference 2.1.

7.3 Mask or cover deck machinery.

7.4 Seal ventilation openings and machinery intakes.

7.5 CHECKPOINT: COR shall inspect to ensure proper sealing of ventilation and machinery intakes and to ensure machinery is protected from dust and debris.

7.6 Prepare surface of all areas identified in Section 3.1 to SSPC-SP10 standard.

7.6.1 Include a minimum of 3 inches up from the deck on all adjacent bulkheads, coamings, pipes, and other vertical surfaces in accordance with Reference 2.1, Section 2.1.1.

7.6.2 If an area is inaccessible or sand blasting is impractical, notify COR who can, at his discretion, permit those surfaces to be power tool cleaned to SSPC- SP11 standard.

7.7 CHECKPOINT: Before applying any coatings, COR shall inspect to ensure proper surface preparations. Contractor shall obtain written authorization to proceed with painting before applying any coatings.

7.8 Apply Intershield 456 in accordance with Reference 2.1 and Reference 2.2.

7.9 CHECKPOINT: Measure and record Dry Film Thickness in ten random locations, at least one on each deck. The DFT must be greater than 4 mils and less than 7 mils in accordance with Reference 2.1. Provide results to COR.

7.10 Mask the following deck areas which will not be coated with non-skid:

7.10.1 4” from bulkheads, rails, and coamings.

7.10.2 2” on either side of weld seams.

7.10.3 2” around deck sockets, bits, chocks, deck drains, kick pipes, or other deck protrusions.

7.11 CHECKPOINT: COR shall inspect masking of borders prior to application of non-skid.

7.12 Apply non-skid (International Intershield 6GV Dark Grey) to all non-masked deck surfaces.

7.13 CHECKPOINT: COR shall inspect and approve application of non-skid before applying top coats.

7.14 Remove masking on areas described in Section 7.8

7.15 Apply Interthane 990 in accordance with Reference 2.3 to following areas:

7.15.1 Aft Mission Deck and Forecastle: Two (2) coats as described in Reference

2.4. Film thickness is to be such that non-skid will not snag fishing nets or damage mooring lines.

7.15.2 Areas not described in 7.15.1: One (1) coat as described in Reference 2.4.

Note: The COR may, at his discretion, provide direction to not apply Interthane 990 in some/all of these areas; this decision will be made after applying the non-skid coating.

7.15.3 Colors shall be as follows:

7.15.3.1 Dark Grey for all decks and other areas as described by COR.

7.15.3.2 Black for bulkheads, foundations, and other areas as described by

COR.

7.15.3.3 White for rail stanchions, bulwarks, and other areas as described by

COR

7.15.3.4 Buff for deck equipment, mast foundations, and other areas as described by COR.

7.16 Apply a yellow stripe of Interthane 990 to outline trip hazard areas, similar to existing, as described by COR.

GENERAL REQUIREMENTS

8.1 None Additional

(End of specification)

Work Item 10961

Title: Weight Control

1.1 Objective – To weigh material going on or coming off the ship.

2.1 Weight Reprot.xls; Weight Reporting Spreadsheet

4.1 Weigh all materials and items removed, installed, or relocated on the ship.