ATTACHEMNT_1__WAESCHE_(WMSL_418)_DS_FQ1_MTT_20R0.pdf

USCGC WAESCHE (WMSL 751)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2020

Developed By: Marlene T Tolliver

(Rev-0, 28 February 2019)

USCGC WAESCHE (WMSL-418) DOCKSIDE AVAILABILITY FY2020

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ............................................................................... vii Consolidated List of Critical Inspection Items .......................................................................................... viii Principal Characteristics ............................................................................................................................... ix General Requirements WORK ITEM 1: WT Hatches (with Scuttles) (Above DC Lines), Renew WORK ITEM 2: Cargo Handling Elevator, Annual Inspection and Test, Perform WORK ITEM 3: Deck Covering (Polymeric), Renew WORK ITEM 4: Flex Hose Assemblies, Renew WORK ITEM 5: Dewatering Pumps (P-6) Stowage Rack Fabricate and Install WORK ITEM 6: Main Gas Turbine Water Wash Strainer, Relocate WORK ITEM 7: Portable Brow Storage, Relocate WORK ITEM 8: QAATD/QAWTD, Replace (NSC2)-1st Set WORK ITEM 9: Intake Ventilation, Modify WORK ITEM 10: Deck Covering (Slip-Resistant), Renew WORK ITEM 11: High Purity Water Tank, Clean And Inspect WORK ITEM 12: Propulsion Gas Turbine, Exhaust Piping, Commercial Clean WORK ITEM 13: Ship Service Diesel Generator, Exhaust Piping, Commercial Clean WORK ITEM 14: Circuit Breakers(Draw Out), Inspect and Test WORK ITEM 15: Hydro- Pneumatic Tank(s), Clean and Inspect WORK ITEM 16: Anchor Windlass Level 2, Inspect and Repair WORK ITEM 17: Deck Covering (Ceramic Tile), Renew 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 750 WMSL 572-002, Rev C, Elevator Arr & Instl (ASC572002)

Coast Guard Drawing 750 WMSL-530-501, Rev C, Relocation of Wye Strainer on Gas Turbine

Washdown Sys.

Coast Guard Drawing 750-WMSL 634-1, Rev D, Deck Covering Schedule (ASC634001)

Coast Guard Drawing 750-WMSL 801-1, Rev -, Booklet of General Plans (ASC801001)

Coast Guard Drawing 750-WMSL 100-019, Rev J, Unit 1330 Structure - 2nd Deck to Main Deck - Fr 22 to Fr 35 (ASC100133)

Coast Guard Drawing 750-WMSL 100-034, Rev J, Unit 2330 Structure - 2nd Deck to Main Deck - Fr 52 to Fr 64 (ASC100233)

Coast Guard Drawing 750-WMSL 100-043, Rev K, Unit 3240 - Main Deck to 01 Level - Fr 76 to Fr 82

(ASC100324)

Coast Guard Drawing 750-WMSL 100-25, Rev G, Unit 2140 Structure - Main Dk to 01 Lvl - FR 35 to

FR 44 (ASC100214)

Coast Guard Drawing 750-WMSL 167-503, Rev A, Structural Door List

Coast Guard Drawing 750-WMSL 600-046, Rev G, Fab & Instl of Hull Outfit Design, Unit 4130

(ASC600413)

Coast Guard Drawing 750-WMSL 635-001, Rev -, Thermal & Acoustic Insulation (ASC635001)

Coast Guard Drawing 750-WMSL-100-001, Rev L, General Arrangements (ASC100001)

Coast Guard Drawing 750-WMSL-100-35, Rev K, Unit 2340 Structure - Main Deck to 01 Level - FR 52 to FR 64 (ASC100234)

Coast Guard Drawing 750-WMSL-186-500, Rev -, P-6 PUMP CANISTER RACK

Coast Guard Drawing 750-WMSL-505-006, Rev D, List of Hoses (ASC505006)

Coast Guard Drawing 750-WMSL-530-013, Rev D, Potable Water Unit 2220 (ASC530222-PW)

Coast Guard Drawing 750-WMSL-530-031, Rev C, Potable Water Unit 2210 (ASC530221-PW)

Coast Guard Drawing 750-WMSL-600-034, Rev F, FAB & INSTL OF HULL OUTFITDESIGN, UNIT

Coast Guard Drawing 750-WMSL-600-042, Rev D, FAB & INSTL OF HULL OUTFI DESIGN, UNIT

Coast Guard Drawing 750-WMSL-623-003, Rev A, Ship’s Brow, Arrangement & Details

Coast Guard Drawing 750-WMSL-623-504, Rev -, Ship’s Brow, Relocation v (Rev-0)

Coast Guard Drawing 750-WMSL-801-001, Rev B, Booklet of General Plans (ASC801001)

Coast Guard Drawing 750-WMSL-801-003, Rev A, Booklet of General Plans NSC 2 SRD

(ASC801001B)

NAVSEA Drawing 167-7379842, Rev A, Procedure & Welding Sequence for Non-Ballistic, Watertight

& Airtight Quick Acting or Individually Dogged Personnel Doors

NAVSEA Drawing 803-6397268, Rev B, Doors Watertight, Quick Acting Arrangement

NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation for Compartments Installation

Details

NAVSEA Dwg 804-1385781, Pipe Hangers for Surface Ships

COAST GUARD PUBLICATIONS

American Welding Society, AWS D1.2-96, 1996, Structural Welding Code, Steel

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

Manual

Coast Guard Technical Publication (TP) 7107, SWBS 531, Jun 2007, Reverse Osmosis Water Purifier-

SW6994463CNG

Coast Guard Technical Publication (TP) 7108, 21-JUN-07, Stores Elevator - Model 20833

Coast Guard Technical Publication (TP) 7426, 01-MAR-11, Sliding Double Transom Door for the NSC 1

& NSC 2 - Technical Manual

General Requirements for Drawing Preparation

MIL-PRF-1149, Jun 1998, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness

MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness

NOTE

OTHER REFERENCES

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

Requirements

Surface Forces Logistics Center Standard Specification 0085 (SFLC Std Spec 0085), 2014, Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and

Allied Processes

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

Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2014, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair, and Installation

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), Jan 2014, Auxiliary

Machinery Systems

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

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), Jan 2014, Install

New Deck Covering Systems

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 11 (SSPC-SP 11), 2013, Power Tool Cleaning to Bare Metal

U.S. Coast Guard Naval Engineering Technical Standard (TS) 502-2, Sep 2016, Hoses and Expansion

Joints.

vi (Rev-0)

OTHER REFERENCES

American Society of Mechanical Engineers (ASME) A17.2, Guide for the Inspection of Elevators, Escalators and Moving Walks.

ASTM International (ASTM) D4174, Reapproved 2005, Standard Practice for Cleaning, Flushing, And

Purification of Petroleum Fluid Hydraulic Systems

Engineering Change Notice, ECN DW/DO00930, Added Stowage for P-6 Pump

Federal Specification (Fed Spec) QQ-N-281, Oct 1985, Nickel-Copper-Aluminum Alloy Bar, Rod, Plate, Sheet, Strip, WIRE, Forgings, And Structural and Special Shaped Sections

International Standard Organization (ISO) 4406, 1999, Hydraulic Fluid Power - Fluids - Method for

Coding Level of Contamination by Solid Particles

MIL-D-18873, Jul 1982, Deck Covering Magnesia Aggregate Mixture

MIL-D-21631, Dec 1990, Deck Covering, Latex Concrete

MIL-D-23134, Jul 1999, Deck Underlay and Covering, Insulating, Magnesia Aggregate Mixture

MIL-DTL-15024F, General Specification for Plates, Tags, and Bands for Identification of Equipment

MIL-PRF-24176C, Oct 2004, Cement, Epoxy, Metal Repair and Hull Smoothing

MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric

MIL-PRF-24667C, May 2008, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application

MIL-PRF-3135, Nov 1986, Deck Covering Underlay Materials

MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness

Naval Sea Systems Command (NAVSEA) 0640-LP-111-4501, Apr 2012, NAVSEA OP 4 Rev 10, Ammunition And Explosives Safety Afloat

Naval Ship's Technical Manual (NSTM) Chapter 634, Dec 2001, Deck Covering

Society of Automotive Engineers (SAE) Standard J1273, Recommended Practices for Hydraulic Hose

Assemblies

Society of Automotive Engineers (SAE) Standard J1475, 2009, Hydraulic Hose Fittings for Marine

Applications

Society of Automotive Engineers (SAE) Standard J1942, 2009, Hose and Hose Assemblies for Marine

Applications

Society of Automotive Engineers (SAE) Standard J1942-1, 2010, Qualified Hoses for Marine

Applications

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 11 (SSPC-SP 11), 2007, Power Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2013, Power Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 10 (WAB)/NACE WAB-2, 2015, Near-White Metal Wet Abrasive Blast

Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 10/NACE No.2, 2004, Near-White B vii (Rev-0)

CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY

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

WORK

ITEM

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

1 N 60”x36”-6”x3/8’

Raised Watertight

Hatch, w/ 25”Dx2”

Scuttle, Steel, Fwd

Hinge, 15 psi

(including associated coaming

1 ea.

5 Y RSQ-SRVL P6

DEWATERING

PUMP GROUP

PN: 2BE6.5H 2 40000

8 N 26”x66”x8” Quick

Acting Watertight

Door, Steel, 10-Dog, LH Swing, 15 psi

(including associated frame/coaming and fitting) Painted w/

Powder Coating, White

17925 NAVSEA Dwg

No. 803-6397268 Rev.

B, Assy 25-A

4 ea. 8,800.00 (incl.

S&H)

*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 viii (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

1 WT Hatches (with Scuttles) (Above DC Lines), Renew

6 Main Gas Turbine Water Wash Strainer, Relocate

7 Portable Brow Storage, Relocate

8 QAATD/QAWTD, Replace (NSC2)-1st Set ix (Rev-0)

PRINCIPAL CHARACTERISTICS

418' WMSL

PHYSICAL

Length overall 418' 0"

Length between perpendiculars 390' 0"

Maximum beam 54' 0"

Beam @ 01 level 47' 9-1/8"

Depth (01 level @ side to baseline) 39' 2-3/4"

01 deck camber foredeck 1/4" in 1'-0"

Minimum berth depth 20' 0"

Height of highest projection Approximately 119'

Draft, design 14.40'

Design displacement 3925 long tons

MACHINERY

Two diesel engines MTU 20V, 20-cylinder 9,730 SHP each

One gas turbine General Electric LM2500; 29,500 SHP

Type of propulsion CODAG

Electrical system 24 Volt DC

Two controllable pitch propellers Rolls-Royce 5 blade, 14' 0" diameter; 229 RPM max

Two reduction gears RENK

One cross connect gear RENK

HULL

Hull material 5086 Aluminum

HSLA-80 Steel

ABS EH 36 Steel

ABS AH 36

Frame spacing

FWD of FR 9 2' 3"

FR 9 to FR 10 6' 9"

FR 10 to FR 98 4' 1"

FR 98 to FR 99 3'-8"

ELECTRICAL

Power Three 1360 kW, 450 V, 60 Hz, 3 Phase, 1800 RPM Caterpillar 3512B diesel engines with Baylor ship service generators

Shore tie cable Seven MIL-C-24368/2 (NATO) shore power receptacles, 400 A each

TANK CAPACITIES

Diesel oil 220,359 gal

Fresh water 12,454 gal

JP-5 Fuel 35,182 gal

1 (Rev-0)

00000_0618_FLT

REC_00000_FLT_Commercial Project @ Contractor’ Facility (1212)

General Requirements

1. SCOPE

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

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and

'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is

Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

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

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

Requirements

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

Allied Processes

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

OTHER REFERENCES

None

3. REQUIREMENTS

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

NOTE

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

2 (Rev-0)

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

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

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec

6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

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

NOTE

Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes

(provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.

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

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

3.5.1 USCG facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC

Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable

Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

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

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

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

National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an

NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.

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

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

3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, 3 (Rev-0) and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The

Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility

Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System

(NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste

Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the

Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas;

ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the

Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix A, Requirements For

Environmental Protection At Contractor Operated (Non USCG) Facilities for HW disposal.

3.6 Local Policy. None.

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

3.7.1 Change to SFLC Std Spec 0000, paragraph 1.3. ‘Acronyms and term definitions’, page 5, “PCL (Paint

Containing Lead)” definition replaced by, “Any paint or coating containing lead in excess of 0.009 percent by weight (1.0 mg/cm2 or 90 ppm). Lead Based Paint (LBP) is an interchangeable term with PCL.”

3.7.1.1 Change Std Spec 0000 paragraph 3.2.4.2.3(QP 1 inspector or tech rep duties) bullet, “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.19 of

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 (Rev-0)

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)

16700_JSP_0818_418

16700_ANS_0713_418

WORK ITEM 1: WT Hatches (with Scuttles) (Above DC Lines), Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew watertight hatches

(with scuttles) in Table 1 with Government-furnished property.

TABLE 1. WT HATCHES (WITH SCUTTLES)

CLOSURE ID LOCATION DESCRIPTION

RWTH, w/ Scuttle (03-60-1) Passage 02-59-1-L 60”x36”-6”x3/8’ Raised Watertight Hatch, w/ 25”Dx2”

Scuttle, Steel, Fwd Hinge, 15 psi

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY PRICE

($/UNIT)

N 60”x36”-6”x3/8’ Raised Watertight Hatch, w/ 25”Dx2”

Scuttle, Steel, Fwd Hinge, 15 psi (including associated coaming

1 ea.

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

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 750-WMSL-167-003, Rev C, Hatch & Scuttle List. Ship Wide (NSC 1 & 2

Only) (ASC167003)

Coast Guard Drawing 750-WMSL-100-053, Rev J, Unit 4420 Structure - 01 Level And ABV - Fr

52 To Fr 67 (ASC100442) (UNSIGNED)

Coast Guard Drawing 750-WMSL-101-008, Rev H, C & A, 02 Level and Above (NSC1 & NSC2

ONLY) (ASC101008)

Coast Guard Drawing 750-WMSL-635-002, Thermal & Acoustic Insulation (ASC635001)

(UNSIGNED)

OAST GUARD PUBLICATIONS

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

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

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

14 (Rev-0)

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface

Preparation Standard SSPC-SP 10/NACE No.2, 2004, Near-White B

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 11 (SSPC-SP

11), 2007, Power Tool Cleaning to Bare Metal

MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness

3. REQUIREMENTS

3.1 General.

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

3.2 Operational test - initial

3.3 Inspection

3.1.2 Tech Rep. The Contractor shall provide the services of a qualified and certified NDE Operator and

Inspector as follows:

NDE Operator and Inspector certified and qualified in accordance with ASNT No. SNT-TC-

1A

3.1.3 Protective measures. The Contractor shall protect non-affected vessel’s equipment, components, and spaces during surface preparation and coating application procedures, as specified in SFLC Std Spec

0000, paragraph 3.3.3 (Vessel component, space, and equipment protection), and abide by all applicable environmental protection tasks, as specified in SFLC Std Spec 0000, Appendix B (Requirements for

Environmental Protection). Upon completion of work, remove and dispose of 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 as listed below in accordance with

SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the below listed :

Trim inclinometer

Electronics (e.g. sensors, switches)

Foundations, outfits, and fittings

Control and terminals

Lights, alarms, speakers, sensors, switches, and supports

Sheathing

Insulation

Piping and supports

Cables and supports

3.1.5 Work locations. The concerned work area is listed in Table 1. See the drawings in section 2 for guidance, locations, and details.

15 (Rev-0)

3.1.6 Materials. The Contractor shall provide any new components, parts, materials, and paints with the same color, comparable and matching material properties as the existing components/parts. Use references in section 1, 2 and SFLC Std Spec 6310 for guidance, required materials, and details.

3.1.7 Work plan. The Contractor shall provide a work plan for the RWTH, w/ Scuttle (03-60-1) listed in the Table 1. Deliver the work plan to the COR before or on arrival conference.

3.2 Operational test - initial. Prior to commencement of work, the Contractor shall witness an operational pre-test (by Coast Guard personnel) of all items or shipboard devices, including sensors and switches, to be disturbed, used, repaired, or altered, to demonstrate existing operational condition. Submit a CIR.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.3 Inspection. In presence of Coast Guard Inspector, the Contractor shall inspect bulkheads/decks, hatch assemblies, coamings, and fittings for any related discrepancies, damages, defects, or corrosion before, during, and after performing required works in accordance with SFLC Std Spec 0740. Submit a

CIR.

Inspection of hatch assembly prior to installation (to detect any hatch manufacturer discrepancies, ordering discrepancies, shipping damages, or storage damages).

Inspection and preparation of the deck prior to hatch installation (to ensure acceptable deck fairness).

3.4 Renewal particulars. The Contractor shall accomplish the following tasks, using drawings in Section

2.

3.4.1 Removal. The Contractor shall crop, remove, and dispose of the designated closures including associated coaming if required, in accordance SFLC Std Spec 0740.

3.4.1.1 Remove nameplates and labels.

3.4.1.2 Remove frame supporting brackets/chocks. Separate hatch from deck at welding seams. Do not cut deck.

3.4.1.3 Keep all cutting of airtight closures as close to the existing edge of welding seams, plate opening or below but close to the existing connection line if welded on raised coamings or pipes as possible.

3.4.2 Patching. The Contractor shall close the gap between the cutting/opening edges on structure and the new coaming edges of closures by patching the adjacent plating, welding in accordance with SFLC

Std Spec 0740, and cutting a new opening on in the insert plate to suit the new coaming edges if required.

3.4.3 Installation. The Contractor shall install a new Government-furnished closure assemblies in place of the ones removed in accordance with SFLC Std Spec 0740. Perform all necessary modifications to ensure a proper fit. Accomplish tasks as follows:

Weld using proper welding procedures and sequences in accordance with SFLC Std Spec

0740.

Perform string test prior to install to prove the opening is fair

Submit a CFR.

16 (Rev-0)

NOTE

Closure securing latches, both integral to the closure or mounted to the ship's structures, may require modification or relocation to achieve proper functionality. These modifications include, but are not limited to, relocating securing latch fixtures, adjusting the position of the closure, or the fabrication and installation of a new securing device. Relocation and modification of securing latches will be at the direction of the Coast Guard Inspector.

3.5 Alignment and fairness tests. The Contractor shall measure alignment and fairness of the newly welded structures (e.g. bulkheads/decks, frames, girders, and stiffeners) in accordance with SFLC Std

Spec 0740. Submit a CFR.

Ensure that all misalignments and deviations meet requirements and do not exceed tolerance limits as specified in MIL-STD-1689A, Paragraph 12.3 (Alignment and Fairness).

Realign structures and fair plates until they pass the test.

3.6 NDE. The Contractor shall perform NDE of the newly welded bulkhead/deck plates and coamings in accordance with SFLC Std Spec 0740, Appendix C. Submit a CFR.

3.7 Boundary test. The Contractor shall accomplish a chalk test and water hose test, in accordance with

SFLC Std Spec 0740. Submit a CFR.

3.8 Insulation renewal. The Contractor shall renew all removed or damaged insulation in accordance with Coast Guard Drawing 750-WMSL 635-001.

3.9 Sheathing. The Contractor shall renew the removed and damaged sheathing on insulation, if existing.

3.10 Preservation. The Contractor shall prepare, prime, and paint surfaces as follows:

3.10.1 Closures and coamings. The Contractor should assume that the overcoat window for the primed closure assembly is exceeded and should follow coating manufacturer’s recommendation to ensure proper inter-coat adhesion in accordance with SFLC Std Spec 6310.

CAUTION

Do not paint knife-edges, gaskets, or any moving parts; including dogs, nuts, wedges, spindles, yokes, packing, connecting rods and hinge pins.

3.10.2 Touch-up preservation, general. The Contractor shall prepare and coat all new and disturbed exterior and interior surfaces, as applicable, to match existing adjacent surfaces in accordance with SFLC

Std Spec 6310, paragraph 3.1.13 (Touch-ups and minor coating repairs).

3.11 Marking. The Contractor shall mark the new fittings (either stencils or label plates, as applicable) with the same identification used on the old fittings, if existing.

3.12 Operational test – post repairs. The Contractor shall thoroughly test and prove all closure(s) and sensor(s) to be in satisfactory operating condition, in the presence of the Coast Guard Inspector. Submit a

CFR. In addition, ensure the following:

Closures are properly secured, so as to prevent accidental or unintentional movement.

Securing latches adequately engage closures and positively lock into place without excessive

17 (Rev-0) force or manipulation by the operator.

Ensure Dog Zebra mechanism works properly.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.13 Nameplates and labels. The Contractor shall provide, install, and restore new nameplates and labels on and around the newly installed closures. (including Engraved Metal DC Nameplates)

3.14 CFR. The Contractor shall summarize and submit CFR to the Coast Guard Inspector if additional repairs are required.

4. NOTES

4.1 Damage control markings. Coast Guard personnel will apply appropriate damage control decals onto all newly installed closure(s).

18 (Rev-0)

FIGURE 1A. WT HATCH

19 (Rev-0)

FIGURE 1B. WT HATCH

20 (Rev-0)

FIGURE 2A: NAME TAG MARKING FOR HATCH

21 (Rev-0)

FIGURE 2B: NAME TAG MARKING FOR HATCH

22 (Rev-0)

57301_JDL_0817_418

WORK ITEM 2: Cargo Handling Elevator, Annual Inspection and Test, Perform

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect and perform annual preventive maintenance on the cargo handling elevator.

1.2 Government-furnished property.

None

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 750-WMSL-100-001, Rev L, General Arrangements (ASC100001)

Coast Guard Drawing 750 WMSL 572-002, Rev C, Elevator Arr & Instl (ASC572002)

Coast Guard Drawing 750-WMSL-801-003, Rev A, Booklet of General Plans NSC 2 SRD

(ASC801001B)

COAST GUARD PUBLICATIONS

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

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

Coast Guard Technical Publication (TP) 7108, 21-JUN-07, Stores Elevator - Model 20833

OTHER REFERENCES

American Society of Mechanical Engineers (ASME) A17.2, Guide for the Inspection of

Elevators, Escalators and Moving Walks.

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

23 (Rev-0)

3.1.2 Tech Rep. The Contractor shall provide the services of a qualified Tech Rep, who is familiar with the cargo handling elevator (i.e. Jered Industries, Model 20833) to do the following, on site:

Advise on manufacturer's proprietary information pertinent to the system.

Assist with proper repair methods, and ensure compliance with manufacturer's procedures and standards during disassembly, inspection, repair, modification, calibration, and reassembly of the equipment/system.

3.1.2.2 Ensure the Tech Rep has a résumé of demonstrated experience with the system/equipment stated above.

3.1.2.3 Submit a copy of the Tech Rep’s résumé and a list of references to the to the COR at the Arrival

Conference.

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:

Electrical wiring

NOTE

The Coast Guard Technical Publication 7108 Safety summary for specific warnings and caution notes shall be followed to insure safety of personnel and equipment.

WARNING!

The work and inspections specified require that the elevator doors be opened and that the inspector examine items located within the trunk.

3.2 Operational test, initial. Prior to commencement of work, the Contractor shall witness Coast Guard personnel perform an initial operational test of the Jered Industries (i.e. Model 20833) cargo handling elevator to demonstrate existing operational condition. Submit a CFR.

3.3 Inspect Cargo handling elevator. The Contractor shall follow the applicable sections of ASME

A17.2, Guide for the Inspection of Elevators, Escalators and Moving Walks. See CG drawings 750-

WMSL-572-002, 750-WMSL-801-003 and TP 7108 for details. Inspect the elevator mechanical and electrical components for proper condition. If components are damaged or exhibit abnormal wear, document condition and submit a CFR.

Hoist machinery assemblies

Platform assembly, rails and guides

Sheave Assembly

Limit switches

24 (Rev-0)

Level and Master control stations

Overspeed governor and wire rope assembly

Slack Rope assemblies

Brake

90-Degree gear Reducer

3.4 Wire rope inspection. Follow TP 7108, paragraph 4.4.1 to inspect and measure the hoist wire ropes.

For the 0.438-in hoist wire rope allowable nominal reduction is 1/32”.

3.4.1 Lubricate the wire rope.

3.4.2 Adjust for equal tension in the wire ropes with the adjusting nuts at the tie-off points. Use the load indicator and pluck the wire ropes to determine equal tension.

3.5 Overspeed Governor wire rope. Inspect and measure the governor wire rope as indicated described on paragraph 4.4.1 of TP 7108.

3.6 Gear box oil and component lubrication. Drain and renew the oil in the hoist gear boxes. Perform

Semi Annual Maintenance in accordance with Para 4.2.2 of the TP 7108. (Tension sheaves, Hoist wire ropes, Motor couplings, Guide rails, Slack rope assembly and door fittings).

3.7 Electric motor inspection. Take insulation resistance readings on the motor. Readings shall be taken with power removed from the motors. Readings must be above 2 Megahoms for continuous operation.

Submit a CFR.

3.8 Inspect the hoist controller. Open the motor controller and inspect for loose wires, loose components, charred or burned components, dirt or other abnormal conditions. Submit CFR if abnormal conditions requiring repair are observed, otherwise return motor controller to original condition

3.9 Observe the hoist machinery in operation. Verify safety devices and interlocks are properly installed and operational.

3.9.1 Begin with the hoist at 01 Level, Operate the hoist in normal mode, sending the car to the Main

Deck and sending it again to 01 Level. As the car travels, observe the equipment to detect any unusual noise or vibration.

3.9.2 Observe operation of the brake. The motor should start immediately when the power is applied and the drum should stop within 0.5 seconds after power is removed. Send the hoist to the main deck level and observe the above items as the car travels. After the hoist stops at the main deck level, disconnect the power from the hoist at the main circuit breaker and tag the equipment Out of Service in accordance with tag-out. Carefully feel the hoist motor, bearing, and brake for signs of overheating.

3.10 Weight tests. In the presence of the Coast Guard Inspector, the Contractor shall perform the following tests in accordance with the American Society of Mechanical Engineers (ASME) A17.

3.10.1 Static weight test: 200% of rated capacity held for 10 minutes. (Rated capacity is 4,000 lbs)

3.10.2 Dynamic weight test: 150% of rated capacity with elevator raised and lowered at maximum speed for (2) complete cycles.

25 (Rev-0)

3.10.3 Rated load test: 100% of rated capacity with elevator ran through all cycles of operation.

3.10.4 The Contractor shall provide certified weight required for testing.

3.10.5 Submit a CFR on the results of the tests conducted.

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 of all tests and inspections to the COR within 24 hours.

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

3.13 Label plate. The Contractor shall remove the existing label plate and fabricate/install a new 3 inch by 5 inch label plate from 1/16” thick minimum anodized-hydrated aluminum sheet, using printed black lettering for the titles shown:

Operational and Weight Test

System _____________________

Contractor _____________________

Date _____________________

Static Load Test Weight ________________

Dynamic Weight Test___________________

Rated Load Test_______________________

This section is not applicable to this work item.

26 (Rev-0)

S16-033_63410_GBS_1018_751

WORK ITEM 3: Deck Covering (Polymeric), Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew deck covering with a polymeric deck covering system (MIL-PRF-24613, Type III, Epoxy).

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 750-WMSL 100-25, Rev G, Unit 2140 Structure - Main Dk to 01 Lvl - FR

35 to FR 44 (ASC100214)

Coast Guard Drawing 750-WMSL 634-1, Rev D, Deck Covering Schedule (ASC634001)

Coast Guard Drawing 750-WMSL 801-1, Rev -, Booklet of General Plans (ASC801001)

COAST GUARD PUBLICATIONS

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

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

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

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), Jan 2014, Install New Deck Covering Systems

OTHER REFERENCES

MIL-D-18873, Jul 1982, Deck Covering Magnesia Aggregate Mixture

MIL-D-23134, Jul 1999, Deck Underlay and Covering, Insulating, Magnesia Aggregate Mixture

MIL-D-21631, Dec 1990, Deck Covering, Latex Concrete

MIL-PRF-3135, Nov 1986, Deck Covering Underlay Materials

MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric

Naval Ship's Technical Manual (NSTM) Chapter 634, Dec 2001, Deck Covering

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning

27 (Rev-0)

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None

3.1.2 Technical Representative.

Not applicable.

3.1.3 Protective measures. The Contractor shall furnish and install suitable covering to seal off and protect all non-affected surfaces/equipment and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, remove protective material and inspect for the presence of contamination. Clean all equipment and spaces, contaminated due to improper protection, to original condition of cleanliness.

3.1.4 Interferences. The Contractor shall be aware that interferences in way of work include, but are not limited to the…