ATTACHMENT_1_-_Specifications_for_STRATTON_Helo_Hangar_Mod.pdf

USCGC STRATTON (WMSL 752)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2016

Developed By: Marlene T Tolliver

(Rev-0, 29 January 2016)

ATTACHMENT 1

USCGC STRATTON (WMSL-418) DOCKSIDE AVAILABILITY FY2016

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. vi Consolidated List of Critical Inspection Items ........................................................................................... vii Principal Characteristics ............................................................................................................................ viii General Requirements WORK ITEM 1: Aircraft Securing Fittings, Install 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 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 – as follows:

• MIL/DOD/CID Specifications: http://www.assistdocs.com/search/search_basic.cfm

• Commandant Instruction Manuals: http://www.uscg.mil/directives/default.asp

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

www.gpoaccess.gov

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

COAST GUARD DRAWINGS

Coast Guard Drawing 750 WMSL 304-044, Rev B, Unit 4420 – 01 Level - Fr 52 to Fr 67 Wireway

Arrangement and Details (ASC304442) Coast Guard Drawing 750-WMSL-588-001, Rev F, Aviation Facilities General Arrangements

(ASC588001)

Coast Guard Drawing 750 WMSL 100-035, Rev J, Unit 2340 Structure Main Deck To 01 Level – Fr 52 to Fr 64 (ASC100234) Coast Guard Drawing 750 WMSL 100-053, Rev H, Unit 4420 Structure – 01 Level and Abv - Fr 52 to Fr

67 (ASC100442)

Coast Guard Drawing 750 WMSL 180-43, Rev E, Fdn Arr Dwg Design Unit 4420 Bklt No.1

(ASC180442)

Coast Guard Drawing 750 WMSL 300-048, Rev E, Unit 4420 – 01 Level - Fr 52 to Fr 67 Arr of Elect

Eqpt (ASC300442) Coast Guard Drawing 750 WMSL 320-16, Rev E, Power Sys Deck Plan – 01 Level (ASC320009) Coast Guard Drawing 750 WMSL 512-38, Rev G, Vent And Air Cond Arr Mn Dk Unit 3140

(ASC12314)

Coast Guard Drawing 750 WMSL 588-006, Rev D, Plan, Sect & Elev For Helo Capture /Handling

(ASC588006)

Coast Guard Drawing 750 WMSL 588-5, Rev E, Hangar & Aviation Support Spaces Arr & Dets

(ASC588004)

Coast Guard Drawing 750 WMSL 588-504, Rev -, Tie Down Installation for NavyH60s Helo (Stratton) Coast Guard Drawing 750 WMSL 621-19, Rev A, Overhead & Bhd Sheathing Mn DK Fr 36-44 http://www.assistdocs.com/search/search_basic.cfm http://www.uscg.mil/directives/default.asp http://www.gpoaccess.gov/ http://www.awspubs.com/index.php http://www.techstreet.com/ http://www.nfpa.org/ http://shopping.netsuite.com/sspcmarketplace v (Rev-0)

Coast Guard Drawing 750 WMSL 801-1, Rev A, Booklet of General Plans (ASC801001) NAVSEA Drawing 803-1916300, Rev M, Aircraft Securing and Engine Run – Up Fittings

COAST GUARD PUBLICATIONS

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

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 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 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

OTHER REFERENCES

NAVAIR Air Capable Ship Aviation Facilities Bulletin No. 1M (SI-ACS-AFB-1M), Sep2011, Air

Capable Ship Aviation Facility Certification vi (Rev-0)

CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY

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

WORK

ITEM

MTI ITEM

DESCRIPTION

NSN/PN QTY ESTIMATED

COST

($/UNIT)

1 N Aircraft securing fitting Type XIV

NSN: 5365016460939 PN:

PH285N-14A NAVSEA

Drawing 803-1916300, Rev N, Aircraft Securing and

Engine Run-up Fittings Type

XIV

10 EA 178.00

*Government-loaned property, which shall be returned to the vessel upon completion of the availability.

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

***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter vii (Rev-0)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000, paragraph 3.2.6.5 (Inspection report particulars)):

Work Item Title

This section is not applicable to this package.

viii (Rev-0)

PRINCIPAL CHARACTERISTICS

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_1215_FLT

REC_00000_FLT_Commercial Project @ CG Facility (1212)

General Requirements

1. SCOPE

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

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General

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

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

OTHER REFERENCES

None

3. REQUIREMENTS

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

NOTE

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

2 (Rev-0)

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

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

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

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

NOTE

Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes (provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.

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

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

3.5.1 Contractor operated (non USCG) facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at Contractor Operated (Non USCG) Facilities, as applicable, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3.5.1 USCG facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is 7690390037.

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

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

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

3 (Rev-0)

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

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

3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas;

ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.6 Additional Requirements. The Contractor shall be aware of the following:

3.5.6.1 No Contractor or Subcontractor shall have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.

3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor shall prepare for and comply with local and state regulations.

3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor shall furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.

3.6 Local Policy. None.

4 (Rev-0)

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

3.7.1 SFLC Standard Specification 6310, Requirements for Preservation of Ship Structures.

3.7.1.1 SFLC Std Spec 6310, page C-2, Section C1.5.1. Change from "lead-containing paint as 0.06%" to "lead-containing paint as 0.009%".

3.7.1.2 SFLC Std Spec 6310, page 4, Section 2 References, Group- Other References. Add “The Society for Protective Coatings (SSPC) Paint Application Guide No. 11, 2008, Protecting Edges, Crevices, and Irregular Steel Surfaces by Stripe Coating”

3.7.1.3 SFLC Std Spec 6310, page Appendix C-6, add "Hempel Hempadur Multi-Strength GF 35870" with FED- STD-595 color "Black/Red" under ANTI-ABRASION COATING, ICE BREAKING CAPABLE VESSELS, <235’.

3.7.1.4 Standard Spec 6310, page Appendix A-7, Under "UNDERWATER (U/W) BODY/BOOT-TOP", Add line Column 1: Option for U/W Body and Boot-Top, Steel Hulls, <154', in Salt Water. Column 2: Blank. Column 3:

SSPC-SP 10/NACE NO. 2 using grit conforming to MIL-A-22262 / (1.5-3.5) - or - SSPC-SP WJ-2(M)/NACE WJ-2(M). Columns 4 and 5: Same as "U/W Body and Boot-Top, Aluminum Hull, High Speed (>30 knots)".

3.7.2 SFLC Standard Specification 0000 General Requirements.

3.7.2.1 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.”

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)

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 |

7 (Rev-0)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

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:

8 (Rev-0)

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: 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).

9 (Rev-0)

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)

10 (Rev-0)

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.

1 AVG. BMR DEVIATION

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS, CONVENTIONAL SPRAY,

ROLLED)

AVERAGE DFT

11 (Rev-0)

TCTO_LLNNNN_58800_LCM_0116_752

WORK ITEM 1: Aircraft Securing Fittings, Install

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to install ten (10) new aircraft securing fittings in the starboard helo hangar and relocate designated equipment.

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

N Aircraft securing fitting

Type XIV

NSN: 5365016460939

PN: PH285N-14A

NAVSEA Drawing 803-1916300, Rev N, Aircraft Securing and Engine Run-up Fittings Type XIV

10 EA 178.00

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 750 WMSL 100-035, Rev J, Unit 2340 Structure Main Deck To 01 Level

– Fr 52 to Fr 64 (ASC100234) Coast Guard Drawing 750 WMSL 100-053, Rev H, Unit 4420 Structure – 01 Level and Abv - Fr

52 to Fr 67 (ASC100442) Coast Guard Drawing 750 WMSL 180-43, Rev E, Fdn Arr Dwg Design Unit 4420 Bklt No.1

(ASC180442)

Coast Guard Drawing 750 WMSL 300-048, Rev E, Unit 4420 – 01 Level - Fr 52 to Fr 67 Arr of

Elect Eqpt (ASC300442) Coast Guard Drawing 750 WMSL 304-044, Rev B, Unit 4420 – 01 Level - Fr 52 to Fr 67

Wireway Arrangement and Details (ASC304442) Coast Guard Drawing 750 WMSL 320-16, Rev E, Power Sys Deck Plan – 01 Level

(ASC320009)

Coast Guard Drawing 750 WMSL 512-38, Rev G, Vent And Air Cond Arr Mn Dk Unit 3140

(ASC12314)

Coast Guard Drawing 750 WMSL 588-5, Rev E, Hangar & Aviation Support Spaces Arr & Dets

(ASC588004)

12 (Rev-0)

Coast Guard Drawing 750 WMSL 588-504, Rev -, Tie Down Installation for NavyH60s Helo (Stratton)

Coast Guard Drawing 750-WMSL-588-001, Rev F, Aviation Facilities General Arrangements

(ASC588001)

Coast Guard Drawing 750 WMSL 588-006, Rev D, Plan, Sect & Elev For Helo Capture /Handling (ASC588006)

Coast Guard Drawing 750 WMSL 621-19, Rev A, Overhead & Bhd Sheathing Mn DK Fr 36-44 Coast Guard Drawing 750 WMSL 801-1, Rev A, Booklet of General Plans (ASC801001) NAVSEA Drawing 803-1916300, Rev M, Aircraft Securing and Engine Run – Up Fittings

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 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 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

OTHER REFERENCES

NAVAIR Air Capable Ship Aviation Facilities Bulletin No. 1M (SI-ACS-AFB-1M), Sep2011, Air Capable Ship Aviation Facility Certification

3. REQUIREMENTS

3.1 General.

None.

3.1.2 Tech Rep.

None.

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:

• Drop ceilings and support grid

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• Overhead stainless steel sheathing and joinery

• Thermal insulation

• Piping systems

• Ventilation ductings

• Cableways

3.2 Affected areas. The affected compartments include the port and starboard helo hangars, the crew mess room, and the chill room area. Space arrangement details can be found in the following CG Drawings: 750 WMSL 100-035, 750 WMSL 100-053, 750 WMSL 180-43, 750 WMSL 300-048, 750- WMSL-588-001, and 750 WMSL 588-5, 750-WMSL-588-006, and 750-WMSL -801-1.

3.3 Operational tests - initial. Prior to commencement of work, the Contractor shall perform the following:

• Witness Coast Guard personnel perform an operational test of the rectifier and converter.

Submit a CFR.

• Take flow rate measurements at the intake and exhaust of the affected vent ducting. Submit a

CFR.

3.4 Electrical work. The Contractor shall accomplish all electrical work in accordance with SFLC Std Spec 3042, and test cables in accordance with SFLC Std Spec 3041. Wireway arrangement details are shown in CG Drawings 750 WMSL 304-30, 750 WMSL 304-044, 750 WMSL 304-57 and 750 WMSL 320-016.

3.5 Schedule constraints. The Contractor shall provide sufficient detail in the planning document required under the General Requirements (SFLC Std Spec 0000) to show when each of the affected spaces is impacted including commencement of work in each space and when the space will be ready to put back into operation. The Contractor shall notify the Cutter when they require the messing facility shut down.

3.6 Fittings installation. The Contractor shall install ten (10) new Type XIV securing fittings which conform to NAVSEA Dwg 803-1916300 at the locations specified in CG Dwg 750 WMSL 588-504 Plan View 11-C, Elevation 21-E, and Elevation 30-E, and as shown in Figures 1,2, and 3. Each fitting location is designated by a letter: A, B, C, etc.

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FIGURE 1. DECK FITTINGS

FIGURE 2. INBOARD BULKHEAD FITTINGS

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FIGURE 3. OUTBOARD BULKHEAD FITTINGS

3.6.1 Deck and bulkhead cuts. For each of the securing fittings that will be installed, cut a 6-3/8” hole on the plate it will be mounted on as shown in NAVSEA Dwg 803-1916300 Section 76-B.

3.6.2 Fitting installation. Install a Type XIV securing fitting conforming to NAVSEA Dwg 803-191630 into each hole and weld in accordance with SFLC Std Spec 0740 and Coast Guard Dwg 750 WMSL 588-

504. The Contractor shall follow the weld sequence described in NAVSEA Dwg 803-1916300 Detail 76- A.

3.7 Incidental work. In addition to the installation of the fittings, the Contractor shall perform the following work associated with the installation:

3.7.1 Forward Outboard Deck Fitting (A).

• Remove and reinstall the ceiling tiles and grids in the Crew Messroom (1-52-0-L).

• Remove and renew the insulation in way of new structure.

• Temporarily remove cable brackets and tie back cables, protect cables from welding, and restore cables and brackets in accordance with original configuration.

3.7.2 Forward inboard deck fitting (B). Remove and renew the insulation in way of new structure.

3.7.3 Forward outboard bulkhead fitting (C). Remove and renew the insulation in way of new structure.

3.7.4 Forward inboard bulkhead fitting (D). Remove and renew the insulation in way of new structure.

3.7.5 Aft outboard bulkhead fitting (E). Remove and renew the insulation in way of new structure.

3.7.6 Aft inboard bulkhead fitting (F).

• Remove Compartment Check Off Lists and reinstall after completion of fitting installation.

• Remove shelves inside locker and reinstall after completion of fitting installation.

3.7.7 Mid outboard deck fitting (G).

• Remove ceiling tiles and grids; reinstall after completion of fitting installation.

• Remove and renew insulation in way of new structure.

• Temporarily remove cable brackets and tie back cables, protect cables from welding, and restore cables and brackets in accordance with original configuration.

3.7.8 Mid inboard deck fitting (H).

• Remove and reinstall the ceiling tiles and grids in the Crew Messroom.

• Remove and renew the insulation in way of new structure.

• Remove ducting and reinstall in accordance with original configuration shown in CG Dwg

750 WMSL 512-038.

• Temporarily remove cable brackets and tie back cables, protect cables from welding, and restore cables and brackets in accordance with original configuration.

3.7.9 Aft outboard deck fitting (I). Remove and renew the insulation in way of new structure.

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3.7.10 Aft inboard deck fitting (J).

• Remove and renew the insulation in way of new structure.

• Partially remove and modify existing duct work to allow deck fitting and support structure to fit. Sketch for the removal and modification of duct work is shown in Section 4.1 of this Work Item. Existing configuration is as shown CG Dwg 750 WMSL-512-038, Sheet 3.

• Temporarily remove the 6” round exhaust piping to suit to allow room for removal of duct work and installation of new fitting and structure. Restore to original configuration in accordance with 750 WMSL 512-038, Sheet 5.

• Temporarily remove cable brackets and tie back cables, protect cables from welding, and restore cables and brackets in accordance with original configuration.

3.8 Restrictive work area and access to chill room . The Contractor shall be aware that installation of the two aft most deck fittings (I and J) will require work in a restrictive work area between a bulkhead and the Chill Room (1-65-1-A) enclosure. Additionally, the Chill Room will remain in service throughout the duration of the maintenance availability. The Contractor shall ensure that access to the Chill Room is not blocked at any given time. The Contractor shall coordinate with the CG Inspector if it becomes necessary to block access to the Chill Room in order to accomplish work in the area.

FIGURE 4. ACCESS TO WORK AREA FOR AFTMOST DECK FITTINGS

3.9 Equipment relocation. The Contractor shall relocate equipment, storage racks, and equipment foundations as follows:

3.9.1 28VDC rectifier relocation. Disconnect all cables from the 28VDC rectifier as shown in CG Dwg 750 WMSL 320-16. Discard old cables but keep the cable tags. Relocate the 28VDC rectifier and foundation in accordance with CG Dwg 750 WMSL 588-504. Connect new cables provided by the Contractor (see Table 1) from 450V Panel 02-61-1 to 28VDC rectifier. Cable shall be labeled (02-61-1)- 4P-C. Connect new cables from 28VDC junction box to 28VDC rectifier. Cables shall be labeled (02-61- 1)-28P-C(1) and (02-61-1)-28P-C(INTLK). Removal, installation, and tests of cables shall be in accordance with Std Spec 3042 and NAVSEA Bulletin No.1 M.

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3.9.2 400 Hz converter relocation. Disconnect all converter cables from the 400 Hz converter as shown in CG Dwg 750 WMSL 320-16. Keep the two cable assemblies. Discard the old cables but keep the cable tags. Relocate the converter, cable assemblies, converter foundation, and 400Hz cable stowage rack in accordance with CG Dwg 750 WMSL 588-504. Connect new cables from 450V Panel 02-61-1 to 400 Hz converter. Cable shall be labeled (02-61-1)-4P-C. Removal, installation, and tests of cables shall be in accordance with Std Spec 3042 and NAVSEA Bulletin No.1 M.

NOTE

Relocation of the rectifier and converter foundations will require removal and reinstallation of the stainless sheathing in the overhead of the scullery below the starboard helo hangar. Interferences also include hot and cold water piping, ventilation ducting, and electrical cables.

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TABLE 1 – CABLES FOR RECTIFIER AND CONVERTER RELOCATION

CABLE TYPE QUANTITY (FT) *

LSTSGU-50 100

LSTSGU-4 100

LSDHOF-400 50

LSFGU-4 50

*Note: Cable lengths are approximate. Exact lengths for installation shall be taken from the ship.

3.9.3 AFFF storage rack fabrication and relocation. Remove and discard the existing AFFF can racks and foundation in the starboard hangar. Fabricate 6 racks and install in accordance with CG Dwg 750 WMSL 588-504. Remove and renew the insulation in way of new structure.

3.9.4 AFFF hose reel relocation. Lower the existing AFFF hose reel at the existing longitudinal location in accordance with Sect 34-B of CG Dwg 750 WMSL 588-504. Modify the section of the supply piping to suit the new hose reel location. Existing piping is 1-1/2” Cu-Ni.

3.9.5 Compressed gas cylinders storage racks. Remove the existing compressed gas cylinders storage rack in the port hangar. Fabricate three (3) new racks and install in the port hangar along the outboard shell in accordance with CG Dwg 750 WMSL 588-504.

3.10 Fitting static load test. After installation and prior to preservation, the Contractor shall pull test each fitting in the presence of the CG Inspector to demonstrate that the fittings meet the requirements herein and the requirements for strength in NAVSEA Drawing 803-1916300. The static load test shall be performed as described below.

3.10.1 Load test equipment. The Contractor shall provide the following load test equipment:

• A dynamometer capable of measuring 16,000 pounds of force. Calibration documentation less than one (1) year old shall be provided. The serial number of the dynamometer shall be recorded on the test recording form.

• A tape measure or other device capable of measuring 1/16- inch to 1/32-inch.

• Single hook test rig in accordance with NAVSEA Drawing 803-1916300, Sheets 14-15, Details 108-A and 114-A with a cross section similar to Section 113-B.

• A stopwatch.

3.10.2 Test load application. All test loads shall be applied slowly to avoid impact loading. The specified load of 16,000 pounds shall not be exceeded.

3.10.3 Test procedure. The Contractor shall load test the securing fittings as follows:

3.10.3.1 Two nonadjacent crossbar arms of each securing fitting shall be tested one at a time using a single hook test rig by applying a pull of 16,000 pounds perpendicular to the axis of the crossbar arm for a period of three (3) minutes. See Figure 15 below.

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FIGURE 15. SINGLE HOOK LOAD TEST ARRANGEMENT

NOTE

Only two non-adjacent crossbar arms in each fitting require to be pull tested.

The remaining non-adjacent crossbar arms do not require a load test.

3.10.3.2 The Contractor shall record the following and submit a CFR:

• Location of the fittings tested. Location shall be described in distance from the base of the forward bulkhead in the starboard hangar, distance off the centerline, and whether that distance is port or starboard of the centerline.

• The time and date the test began.

• The results of the test in terms of fitting and deck structure deformation.

3.10.3.3 Any fitting with any measurable permanent deformation shall be considered defective and shall be replaced and retested.

3.11 Nondestructive tests (NDT). The Contractor shall perform NDT on all new welds subjected to installation load tests using magnetic particle or liquid penetrant tests in accordance with NAVSEA Dwg 803-1916300 Test Note T-9 and SFLC Std Spec 0740. Submit a CFR.

3.12 Helo hangar deck surface preservation. The Contractor shall prepare and coat all disturbed hangar deck areas using MIL-PRF-24667 Type V nonskid primer and nonskid coating and the method specified in SFLC Std Spec 6310, Appendix A12, (Weather Deck Non-skid, MIL-SPEC Coating for Steel or Aluminum).

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3.13 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.)

3.14 Operational tests - post repair. After completion of work and in the presence of the CG Inspector, the Contractor shall perform the following:

• Perform operational tests of the rectifier and converter in accordance with NAVAIR Bulleting No. 1M. Submit a CFR.

• Take flow rate measurements at the intake and exhaust of the affected vent ducting. Submit a

CFR.

4. NOTES

4.1 Ventilation ducting removal, fabrication and installation. See the next three pages.

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INSTALLATION

UNIT 3140

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