HALIBUT__WPB_87__DD_FQ1_PMG_15R0.pdf

USCGC HALIBUT (WPB 87340)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2015

Developed By: Paul M Gerow

(Rev-0, 31 July 2014)

USCGC HALIBUT (WPB-87) DRYDOCK AVAILABILITY FY2015

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ...................................................................................................................................................... iv Consolidated List of References ................................................................................................................................ v Consolidated List of Government-furnished Property ............................................................................................. ix Consolidated List of Critical Inspection Items ......................................................................................................... xi Principal Characteristics .......................................................................................................................................... xii General Requirements WORK ITEM 1: Ultrasonic Thickness Measurements, Perform (D) WORK ITEM 2: Ultrasonic Thickness Measurements, Perform (O) WORK ITEM 3: Bilge Surfaces (Lazarette), Preserve (“100%”) (D) WORK ITEM 4: Dirty Oil Tank, Clean and Inspect (D) WORK ITEM 5: Voids (Non-Accessible), Internal Surfaces, Preserve (O) WORK ITEM 6: Depth Sounder, Capastic Fairing, Renew (O) WORK ITEM 7: Main Engine/Reduction Gear, Realign (O) WORK ITEM 8: Propulsion Shaft, Repair (O) WORK ITEM 9: Propulsion Shaft, Straighten (O) WORK ITEM 10: Intermediate Water-Lubricated Propulsion Shaft Bearing, Renew (O) WORK ITEM 11: Aft Water-Lubricated Propulsion Shaft Bearing, Renew (O) WORK ITEM 12: Intermediate Bearing Carrier, Renew (O) WORK ITEM 13: Stern Tubes, Interior Surfaces, Preserve 100% (O) WORK ITEM 14: Stern Tubes, Interior Surfaces, Repair (O) WORK ITEM 15: Speed Log, Skin Valve Assembly, Clean and Inspect (D) WORK ITEM 16: HVAC System, Repair (D) WORK ITEM 17: Sea Water System (Sea Valves, Strainers, Piping), Clean, Inspect and Repair (D) WORK ITEM 18: Rudder Assemblies, Remove, Inspect and Reinstall (D) WORK ITEM 19: RHIB Notch Skid Pads, Inspect (D) WORK ITEM 20: RHIB Notch Skid Pad Studs, Renew (O) WORK ITEM 21: Stern Launch Door, Remove, Inspect and Reinstall (D) WORK ITEM 22: Grey Water Holding Tank, Clean and Inspect (D) WORK ITEM 23: Sewage Holding Tank(s), Clean and Inspect (D) WORK ITEM 24: Grey Water Piping, Clean and Flush (D) WORK ITEM 25: Sewage Piping, Clean and Flush (D) WORK ITEM 26: U/W Body, Preserve (100%) (D) WORK ITEM 27: Main Mast, Preserve, 100% (D) WORK ITEM 28: Superstructure, Preserve “100%” (D) WORK ITEM 29: Drydocking (D) WORK ITEM 30: Temporary Services, Provide (D) WORK ITEM 31: Ventilation Systems, Commercial Cleaning (D) WORK ITEM 32: Install Stainless Steel Hull Inserts and Renew BMDE Concentric Rings.(D) WORK ITEM 33: Tanks (MP Fuel Service), Clean and Inspect (D) WORK ITEM 34: Aft Bearing Carrier, Renew (O) WORK ITEM 35: Hull Plating (Side Scan), Ultrasonic Testing (D) WORK ITEM 36: Decks - Exterior (Main Deck), Preserve (D) WORK ITEM 37: Hull Plating Freeboard, Preserve -“100%” (D) WORK ITEM 38: Insulation, Renew (D) WORK ITEM 39: Interior Deck Covering System, Reseal (D) WORK ITEM 40: Sewage Piping, Repair (D) WORK ITEM 41: Stern Gate Hydraulic Rams, Repair (D) WORK ITEM 42: Tanks (Lube Oil), Clean and Inspect (D) iii (Rev-0)

WORK ITEM 43: Propulsion Shafts, Remove, Inspect and Reinstall (D) WORK ITEM 44: Propellers, Remove, Inspect, and Reinstall (D) WORK ITEM 45: Cathodic Protection / Zinc Anodes, Renew (D) iv (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.

v (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 {xxxxxx}, Rev {x}, Title Coast Guard Drawing 87 WPB 085-001, Rev-, Tank Capacity - 95% Curves Coast Guard Drawing 87 WPB 085-001, Rev-, Tank CAPACITY - 95% Curves Coast Guard Drawing 87 WPB 085-003, Rev C, Docking Plan Coast Guard Drawing 87 WPB 085-010, Rev C, Docking Plan Coast Guard Drawing 87 WPB 085-010, Rev D, Docking Plan Coast Guard Drawing 87 WPB 111-001, Rev C, Shell Expansion Coast Guard Drawing 87 WPB 111-001, Rev D, Shell Expansion Coast Guard Drawing 87 WPB 111-001, Rev G, Platform Plating & Framing Coast Guard Drawing 87 WPB 111-001, Rev G, Shell Expansion Coast Guard Drawing 87 WPB 161-002, Rev-, Stern Tube Details Anode Access Ports Coast Guard Drawing 87 WPB 163-001, Rev H, Sea Chest Details Coast Guard Drawing 87 WPB 165-001, Rev D, Transducer Details Coast Guard Drawing 87 WPB 171-1, Rev K; Mast Details Coast Guard Drawing 87 WPB 182-001, Rev A, Main Engine and Generator Foundations Coast Guard Drawing 87 WPB 243-001, Rev M, Propulsion Shaft Details Coast Guard Drawing 87 WPB 243-050, Rev -, Propulsion Shaft: Single Sheet Detail Coast Guard Drawing 87 WPB 243-050, Rev -, Propulsion Shaft: Single Sheet Detail Coast Guard Drawing 87 WPB 245-003, Rev A, Propeller Details vi (Rev-0)

Coast Guard Drawing 87 WPB 256-001, Rev W, Sea Water Cooling Piping Coast Guard Drawing 87 WPB 259-001, Rev D, Engine Exhaust Piping Details Coast Guard Drawing 87 WPB 304-001, Rev C, Wireways Arrangement Coast Guard Drawing 87 WPB 310-001, Rev F, Ship's Service One Line Diagram Coast Guard Drawing 87 WPB 331-001, Rev N, Lighting System Deck Plan Coast Guard Drawing 87 WPB 423-001, Rev U, Speed Log & Depth Sounder System Coast Guard Drawing 87 WPB 514-001, Rev L, HVAC Duct and Piping Systems Coast Guard Drawing 87 WPB 526-001, Rev H, Scuppers & Deck Drains Piping Coast Guard Drawing 87 WPB 526-001, Rev H, Scuppers & Deck Drains Piping Coast Guard Drawing 87 WPB 556-001, Rev L, Hydraulic System Piping Coast Guard Drawing 87 WPB 561-001, Rev J, Steering System Details Coast Guard Drawing 87 WPB 562-001, Rev A, Rudder Details Coast Guard Drawing 87 WPB 583-001, Rev T, RIB Deployment Structure Coast Guard Drawing 87 WPB 583-001, Rev U, RIB Deployment Structure Coast Guard Drawing 87 WPB 583-003, Rev T, RIB Deployment Structure Coast Guard Drawing 87 WPB 593-001, Rev K, Sewage Piping Coast Guard Drawing 87 WPB 601-001, Rev A; Outboard Profile And General Arrangement Coast Guard Drawing 87 WPB 601-001, Rev F, Outboard Profile And General Arrangement Coast Guard Drawing 87 WPB 601-001, Rev G, Outboard Profile & General Arrangements Coast Guard Drawing 87 WPB 601-001, Rev K; Outboard Profile And General Arrangement Coast Guard Drawing 87 WPB 601-001, Rev L, Outboard Profile and General Arrangements Coast Guard Drawing 87 WPB 601-001, Rev L, Outboard Profile, General Arrangements Coast Guard Drawing 87 WPB 601-001, Rev M, Outboard Profile and General Arrangement Coast Guard Drawing 87 WPB 601-001, Rev N, Outboard Profile, And General Arrangements Coast Guard Drawing 87 WPB 602-001, Rev E, Visual ID and Draft Mark Plan Coast Guard Drawing 87 WPB 631-001, Rev M, Ship’s Painting Schedule Coast Guard Drawing 87 WPB 634-001, Rev C, Deck Covering and Details Coast Guard Drawing 87 WPB 634-001, Rev C, Sheets 1-2, Deck Covering and Details Coast Guard Drawing 87 WPB 635-001, Rev C, Linings And Insulation Plan & Details Coast Guard Fleet Drawing FL 2804-12, Rev -, U.S.C.G. Emblem Coast Guard Fleet Drawing FL 2804-22, Rev-, Consolidated Visual ID for Cutters NAVSEA Drawing 803-921865, Rev R, Cathodic Protection Hull Zinc Anodes

COAST GUARD PUBLICATIONS

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

Manual Coast Guard Commandant Instruction (COMDTINST)_MI0360.3 (series) , Rev D, Jan 2014, Coatings and Color Manual Coast Guard Technical Publication (TP) 4506, Wartsila TM-EL-68839, Issue A, Mar 2005, Rudderstock

Seal Type EL Coast Guard Technical Publication (TP) 4562, 15 FEB 2005, Heating, Ventilation, and Air Conditioning

(HVAC) Sytem 87 WPB Class Vessels Coast Guard Technical Publication (TP) 4593B, Mar 2003, SWBS 562, Rudderstock Seal-Type EJ vii (Rev-0)

Coast Guard Technical Publication (TP) 4593D, July 2011, SWBS 243, Manufacturer's Instruction Book, 87' WPB Propulsion Shaft Seal - Type F.S.E.

Coast Guard Technical Publication (TP) E-424-0230, SWBS 424, June 2006, Electromagnetic Log User’s Manual

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General Requirements

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, Jan 2009, General Requirements

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2012, General Requirements

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0740, Jan 2009, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2012, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2012, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2012, Clean Shipboard Ventilation Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Appendix A, Cutter and Boat Exterior Painting Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2012, Temporary Services

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2012, Temporary Hull Accesses

OTHER REFERENCES

270’s APM: Add the “NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), May 1997, Requirements for Fabrication, Welding, and Inspection of Submarine Structure” to below, if this package is for a 270 “B-Class” cutter.

American Society for Nondestructive Testing (ASNT) SNT-TC-1A, 2006, Recommended Practice for Nondestructive Testing Personnel Qualification and Certification

ASTM International (ASTM) 6966, 2008, Standard Practice for Collection of Settled Dust Samples Using Wipe Sampling Methods for Subsequent Determination of Metals

ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates Bollinger Shipyard, USCG CPB Project MTU-FA 771903, 07 Feb 2000, Engine/Gearbox Plant

Alignment Instructions 8V396 TE94/Flange mounted BW 255 Bollinger Shipyards Drawing D97-0829, Rev J, Installation Drawing, 87’ USCG CPB/MTU 8V396TE94 Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2008, Occupational Safety and Health

Standards Code of Federal Regulations (CFR) Title 33 CFR, Jul 2010, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency viii (Rev-0)

Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety Administration, Department Of Transportation

Commercial Item Description (CID) A-A-59313, Nov 2003, Thread Compound; Antiseize, Zinc Dust- Petrolatum

Commercial Item Descriptions (CID) A-A-59316, Nov 2003 Abrasive Materials for Blasting DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems Federal Standard (FED-STD) 595, 2008, Colors Used In Government Procurement International Standard for Organization (ISO) 484/2, 1981, Shipbuilding - Ship Screw Propeller -

Manufacturing Tolerances - Part 2: Propellers of Diameter Between 0.80 and 2.50 m, Inclusive MIL PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut Back, Cold Application MIL-A-18001, May 2005, Anodes, Sacrificial Zinc Alloy (Commercially Accepted - ASTM B418) MIL-A-22262, Mar 1996; Abrasive Blasting Media Ship Hull Blast Cleaning MIL-A-22262, Mar 1996; Abrasive Blasting Media Ship Hull Blast Cleaning MIL-D-16791, Jan 1993, Detergents, General Purpose (Liquid, Non-ionic) MIL-DTL-1222, Dec 2000, Studs, Bolts, Screws and Nuts for Applications Where a High Degree of

Reliability Is Required MIL-PRF-16173, 2006, Corrosive Preventive Compound, Solvent Cutback, Cold Application MIL-PRF-24139, Mar 1987, Grease, Multipurpose, Water Resistant.

MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric MIL-PRF-24635, 2009, Coating Systems, Weather-Resistant, Exterior Use MIL-PRF-24647, Jun 2006, Paint System, Anticorrosive and Antifouling, Ship Hull MIL-STD-1687, Sep 1994, Thermal Spray Processes For Naval Ship Machinery Application MIL-STD-2191, Nov 1992, Repair Welding, Weld Cladding, Straightening, and Cold Rolling of Main

Propulsion Shafting Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and

Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and

Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2004, Solvent Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 12/NACE No.5, 2002, Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating

The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No. 2, 2004, Near-White Blast Cleaning

The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No. SSPC-SP 12/NACE No.5, Surface Preparation and Cleaning of Steel & Other Hard Materials by High and Ultrahigh Pressure Water Jetting Prior to Recoating

The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation Standard SSPC-SP-10/NACE No. 2, 2004, Near-White Blast Cleaning ix (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)

7 Y Alignment Kit N/A 1 ea 5000.00 10 N **Thordon bearing, Grade Orange (5.5" OD x 4" ID x 7.87" (200mm) LG)

PN: F54615-02-8-1 NSN:

3120-21-914-2012

2 ea. 325.47

11 N **Thordon bearing, Grade Orange

(5.5" OD x 4" ID x 11.41" (290mm) LG)

PN: F54615-02-8-0 NSN:

3120-21-914-2011

2 ea. 399.50

12 N **Intermediate bearing carrier

NSN: 3130-01-F11-2388

P/N: 87 WPB 243-001 Item

2 ea. 899.53

15 Y **Doppler Speed Log Measurement

Rod

NSN: 6605-01-470-1266 1 ea. 4645.09

16 N Cooling Coil, Air NSN: 4130-22-612-1995 1 ea. 9810.00 18 Y **Rudder Assembly, port NSN: 2040-01-461-1944 1 ea. 2,000.00

18 Y **Rudder Assembly, starboard

NSN: 2040-01-461-1943 1 ea. 2,000.00

18 N Upper Roller Bearing NSN: 3110-01-512-5534 2 ea. 244.62 18 N Wartsila EL Seals Kit NSN: 2040-01-565-9776 2 ea. 6300.00 18 N **Lower Bearing NSN: 3120-20-000-7677

PN: TBF113090

2 ea. 360.50

29 Y *Transducer Cover Plate

N/A 2 ea. 50.00

32 N MDE Exhaust Concentric Rings

NSN: 2990-01-537-5198 2 ea. 2,850.00

34 N **Aft bearing carrier NSN: 3130-01-F11-2200 P/N: 87 WPB 243-001 Item

2 ea. 5360.00

36 N Slip Resistant Sheets 01-F11-2238 1 KT 5,000.00 43 Y **Propeller Shaft NSN: 2010-01-458-9175 2 ea. 9,566.14 43 N **Type FSE Face

(split) NSN: 5330-01-521-3559 or

PN: H75440-01-2-2

2 ea. 1,995.07

43 N **Type FSE Seal (split)

PN: H75440-01-1-1 NSN:

2040-01-521-2654

2 ea. 4,070.35

43 N Type FSE Seal Cup (split)

PN: H75440-01-1-3 NSN:

3120-01-521-2390

2 ea. 188.24 x (Rev-0)

43 N Type FSE O-Cord PN: H75440-01-1-4 NSN:

3120-01-521-2268

2 ea. 252.84

43 N Type FSE Emergency Seal

PN: H75440-01-3-6 NSN:

5330-01-521-4855

2 ea. 260.92

43 N **Shaft Seal Bellow PN: H75440-01-2-1

NSN: 5340-01-521-3573

2 ea. 270.45

43 N *Compression Tool Assembly

N/A 1 ea. 200.00

43 N *Alignment Kit N/A 1 set 5,000.00 44 Y **Starboard

Propeller (RH)

PN: RH706-3350.00 NSN:

2010-01-457-0573 1 ea. 12,498.00

44 Y **Port Propeller

(LH)

PN: LH706-3350.00 NSN:

2010-01-459-0421

1 ea. 12,498.00

44 N *Propeller Nut Wrench

N/A 1 ea 200.00

44 N **Propeller Nut NSN: 2010-01-458-9217 2 ea. 281.00 44 N **Propeller Nut, Locking NSN: 5310-01-458-9125 2 ea. 252.94

44 N Anode, Propeller Nut NSN: 5342-01-481-8403 2 ea. 272.00 44 Y *Pilot Nut NSN: 2010-01-276-3952 1 ea. 795.33

*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 xi (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 Ultrasonic Thickness Measurements, Perform (D)

3 Bilge Surfaces (Lazarette), Preserve (“100%”) (D)

17 Sea Water System (Sea Valves, Strainers, Piping), Clean, Inspect and Repair (D)

18 Rudder Assemblies, Remove, Inspect and Reinstall (D)

19 RHIB Notch Skid Pads, Inspect (D)

26 U/W Body, Preserve (100%) (D)

35 Hull Plating (Side Scan), Ultrasonic Testing (D)

43 Propulsion Shafts, Remove, Inspect and Reinstall (D)

44 Propellers, Remove, Inspect, and Reinstall (D)

29 Drydocking (D) xii (Rev-0)

PRINCIPAL CHARACTERISTICS

PC_87_WPB_0511

87' WPB

PHYSICAL CHARACTERISTICS

Length Overall 87'

Length between Perpendiculars 81' 7"

Depth 10' 11"

Maximum Beam 19.4'

Draft, Mean to Design Waterline 5' 9"

Height of Highest Projection 50.2'

Full Load Displacement 93.5 long tons

Minimum Operating Displacement 83.9 long tons

Displacement, Light Ship 77.9 long tons

Framing Longitudinal

Bulkheads Four watertight bulkheads located below the Main Deck

Anchor 40 lb Fortress with 480 ft. 3 strand 5/8" dia. Line stayset

HULL CHARACTERISTICS

Hull/Main Weatherdeck Material ABS Grade AH 36

Superstructure 5086 Aluminum

MACHINERY CHARACTERISTICS

Main Propulsion Two MTU 8V396TE94, sequential turbo-charged diesels

Reduction Gears Two ZF Type BW 255

Propulsion Shaft Two AQUAMET 22, 101.6mm

Shaft Diameter 4" xiii (Rev-0)

Shaft Seal Two John Crane mechanical seals

Shaft Bearing, Intermediate Thordon Elastomeric Bearing

Shaft Bearing, Aft Thordon Elastomeric Bearing

Number of Propellers 2

Number of Blades 5

Diameter of Propeller 1040mm

Pitch 1230 mm fixed

Shaft RPM 828

Rudders Two 316L Stainless Steel

Ship's Service Generators Two Man Model D08241F01 diesel with Stanford 60KW Generator

TANK CAPACITIES

3-9-1-F (Fuel Oil) 1402 gal

3-9-2-F (Fuel Oil) 1402 gal

3-12-2-F (Waste Oil) 86 gal

3-12-1-F (Oily Water) 86 gal

3-7-0-Q (Sewage Collection) 352 gal

3-7-1-Q (Grey Water) 52 gal

3-12-1-W (Fresh Water) 200 gal

3-12-2-W (Fresh Water) 200 gal

1 (Rev-0)

00000_0314_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)_MI0360.3 (series) , Rev D, Jan 2014, Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures

OTHER REFERENCES

ASTM International (ASTM) 6966, 2008, Standard Practice for Collection of Settled Dust Samples Using

Wipe Sampling Methods for Subsequent Determination of Metals Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2008, Occupational Safety and Health

Standards The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal Code of Federal Regulations (CFR) Title 33 CFR, Jul 2010, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety

Administration, Department Of Transportation

2 (Rev-0)

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.

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

3.2 Contractor-provided fire extinguishers. The Contractor shall provide portable fire extinguishers.

3.2 Fire watch requirements. The Contractor shall refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec 0000, in accomplishing the following task:

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

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

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

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

3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with (COMDTINST)_MI0360.3C , Chapter 11 (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 5 of COMDTINST MI0360.3) 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 HW disposal. The Contractor is considered as the generator of all contract-generated hazardous wastes and shall use its facility’s EPA generator ID number for management, transportation, and disposal of said hazardous wastes. Ensure the following:

3.5.1 Contractor’s hazardous waste handlers shall comply with applicable requirements of 40 CFR 262.

3.5.2 All contract generated hazardous wastes shall be packaged in 49 CFR-compliant containers.

3.5.3 The designated wastes shall be disposed of at a state or Federally-approved and permitted HW TSDF.

3.5.4 Name of destination TSDF shall be submitted to the KO at the Arrival Conference.

3 (Rev-0)

3.6 SFLC standard specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2012 Edition Standard Specifications and supersede published content:

3.6.1 SFLC Std Spec 8634, Drydocking, Appendix A, page A5, paragraph A2.7.1.3 Side Blocks: Remove formula value shown as g – Acceleration of gravity – 32.3 Ft/sec2, and replace with formula value g - Acceleration of gravity - 32.174 ft/sec2.

3.6.2 SFLC Std Spec 0740, Welding and Allied Processes. SFLC Std Spec 0740 added Appendix E, Stray Current Protection: New Appendix is posted with SFLC Standard Specifications as a separate document on internet and intranet webpage.

3.6.2.1 SFLC Std Spec 0740, page 1, paragraph 1.2 Appendices: Add ‘Stray Current Protection’ to ‘Process Standard column of appendices table. Add ‘E’ to ‘Appendix’ column of appendices table.

3.6.2.2 SFLC Std Spec 0740, page 4, paragraph 3.1.3 Stray current protection: Add “The Contractor shall meet all requirements for stray current protection as specified in Appendix E - Stray Current Protection.” directly after paragraph 3.1.3 title.

3.6.2.3 SFLC Std Spec 0740, page 4, paragraph 3.1.3 Stray current protection: Delete paragraphs 3.1.3.1 and 3.1.3.2.

3.6.3 SFLC Std Spec 0450, Electrical Power for Contractor’s Tools and Equipment, page 1, paragraph 1.1 Intent:

Add sentence, “Note that stray current protection for welding equipment is covered in SFLC Standard Specification 0740, Welding and Allied Processes, Appendix E.” to end of paragraph.

3.6.3.1 SFLC Std Spec 0450, page 5, paragraph 3.4 Equipment Grounding: Add sentence, “Stray current protection for welding equipment is covered in SFLC Standard Specification 0740, Welding and Allied Processes, Appendix E.” to end of paragraph.

3.6.3.2 SFLC Std Spec 0450, page 6, paragraph 3.4 Equipment Grounding: Delete paragraphs 3.4.1.4 and 3.4.1.5.

3.6.3.3 SFLC Std Spec 0450, page 6, paragraph 3.4 Equipment Grounding: Delete Figure 5.

3.6.4 SFLC Std Spec 0000, General Requirements, Appendix A Requirements for Environmental Protection:

Add paragraph A2.2.5.3.3, as follows:

“A2.2.5.3.3 Additional requirements during abatement of lead-based paint (LBP) and asbestos-containing coatings. Abide by the following additional requirements, during work that involves disturbance or abatement LBP and asbestos-containing material (ACM)/vermiculite coatings:

A2.2.5.3.3.1 Certification documentation. At the Arrival Conference, submit documentation to the COR that all primary and sub contractors fulfilling abatement requirements related to the preceding disclosure paragraph possess all Local, State, and Federal certification licenses and applicable permits, for fulfilling those abatement requirements.

A2.2.5.3.3.2 Advance notification. Notify the COR 24 hours prior to any planned abatement actions.

Additionally, notify the Quarterdeck and COR, prior to starting any abatement task, to ensure a timely announcement to Coast Guard personnel to vacate the affected area.

4 (Rev-0)

NOTE

Be aware that Coast Guard personnel are not permitted to be in the location of abated spaces while abatement is being performed.

A2.2.5.3.3.3 Additional protective measures.

A2.2.5.3.3.3.1 Take the following additional safety precautions:

• Separate work area from other non-affected areas.

• Do not permit non-essential personnel in the work area.

• Work in one compartment/space at a time.

• Prevent dust from migrating to other areas, as follows:

o Seal doors, hatches, and all other openings between the work area and other areas with an airtight barrier, such as fire-rated polyethylene; seal both sides (inside the construction area, and inside the adjacent area) to provide a secondary dust barrier and prevent the doors and windows from being used (post alternative emergency exits, if applicable).

o Maintain work area under negative pressure in relation to adjacent areas.

• Take, at a minimum, the following measures, to protect de-contamination workers:

o Use a HEPA (high-efficiency particulate air) vacuum.

o Workers must wear a respirator which is approved by NIOSH and has N100, P100 or R100 filters (the cartridges are usually purple); respirators must be fit-tested to insure proper seal, and employees must be medically screened and trained prior to wearing a respirator (see the OSHA Respirator Standard, 29 CFR 1910.134).

o Workers must wear full-body protective clothing, head covering and shoes (or shoe covers).

o Workers must not leave the work area without having gone through a proper decontamination process, to prevent spread of lead dust to un-affected areas.

o Eating, drinking and smoking are prohibited in work areas.

o Workers must wash hands and face before eating, drinking or smoking.

o Workers must remove work clothes and shoes before leaving the work area, and seal work clothes in plastic.

o Workers must shower and wash hair as soon as possible after leaving the work area.

o Non-disposable work clothes must be washed separately from other clothes.

NOTES

1. Negative pressure means that more air is exhausted from the area than is supplied so that lead dust and/or asbestos particles are contained within the work area, and do not contaminate adjacent non-affected compartments. Exhaust air must be filtered with a suitable HEPA filter.

2. A HEPA vacuum removes 99.97% of particles that are less than 0.3 microns in size.

3. Use of compressed air, conventional vacuum, and dry-sweeping is not permissible, during abatement.

A2.2.5.3.3.3.2 Remove and dispose of all protective covers, upon completion of work.

A2.2.5.3.3.4 Abatement task particulars.

A2.2.5.3.3.4.1 Coating removal and surface preparation.

5 (Rev-0)

A2.2.5.3.3.4.1.1 ACM. Remove existing ACM by a suitable means such as chipping or scraping. Ensure all removed materials are carefully placed into bags that are specially designed for ACM removal, sealed and handed over to another worker to be sealed again.

A2.2.5.3.3.4.1.2 LBP. Remove LBP from identified areas, using one or a combination of the cleaning methods specified in Table A1 below, as applicable.

A2.2.5.3.3.4.2 Scope of spot abatement. When spot or partial abatement is required due to interference with other ship repair work (including but not limited to: hotwork, equipment and component installations, structural inspections and repairs,), do the following:

• Perform inspections of all locations that have been slated for spot abatement, to identify paths of future hull cuts and weld seams and locations of weld repairs, as applicable.

• Ensure that abatement shall also include the following:

o The area itself, including but not limited to: attached framing, stiffeners, piping, equipment support – in addition to up to a three-inch boundary segment where removal is faired into surrounding intact coating.

o All areas of the heat affected zone (estimated to be at a minimum of 3-4 inches on each side of a weld repair), to permit welders sufficient room to safety make required repairs.

o Areas intended for tack welds used during fit up.

o Areas that asbestos material could be disturbed by personnel transiting the work site, setting up/moving equipment, setting up containment measures, or any activity by contractor personnel that could damage asbestos material adjacent to the site of any hotwork activity.

• Ensure that the presence of ACM and/or LBP adjacent to future weld repairs is readily apparent to welders through the use of signs on the compartment entry and local markings adjacent to repairs using a suitable means such grease pencils. Be aware that any accidental disturbance ACM and/or LBP by subsequent hot work or grinding associated with weld repairs shall require clean up in and clearance testing, at no cost to the Government.

TABLE A1 - SURFACE PREPARATION METHODS

MECHANICAL CLEANING CHEMICAL STRIPPING

STEEL SUBSTRATE ALUMINUM

SUBSTRATE

Use a suitable chemical stripper to safely remove all existing coatings

– and expose the bare substrate, in accordance with manufacturer’s instructions.

1. Waterjet to a SSPC-SP WJ- 2/NACE WJ-2 standard.

2. Abrasive-blast to SSPC- SP10/NACE No. 2, using grit conforming to MIL-A-22262 (1.5 to 2.5 mil anchor profile).

3. Power tool clean to a SSPC- SP 11 (1.0 mil anchor profile), with vacuum attachment, to capture lead dust and debris.

1. Waterjet to a SSPC-SP WJ-2/NACE WJ-2 standard.

2.Brush blasting with clean, fine aluminum oxide, garnet or equivalent inert material conforming CID A-A- 59316, Type I & IV, to remove all existing coatings and rust spots, down to bare metal (and produce a 1.0-1.5 mil anchor profile).

3. Mechanical cleaning, using power sanders and abrasive sandpaper with no metallic contents, to remove all existing coatings and rust spots, down to bare metal.

6 (Rev-0)

NOTES

1. Abrasive-blasting creates lead dust, which requires extensive post-surface preparation cleaning in affected compartments. Wet-abrasive blast cleaning (water introduced into the blast stream) may be used, to contain/eliminate dust.

2. Abrasive-blasting and waterjetting are not permissible inside machinery spaces or other outfitted spaces due to the difficulty of containing water spray and contamination of blasting dust particles. These methods are allowed to be performed in voids and tanks where full containment, negative ventilation, and isolation of the affected areas can be performed.

3. Known paint strippers meeting the requirements specified in Table 1 include, but are not limited to the following:

a. Franmar LeadOut

b. STRIP-TOX Paint Stripper

c. Aquastrip ACB

d. Smart Strip™ Advanced Paint Remover

WARNING

Paint stripper formulated with the following hazardous materials are strictly prohibited for use onboard CG vessels:

a. Methylene chloride

b. Chlorinated solvents

c. Phenols

d. Chromates

e. Ammonia

f. Amines

CAUTION

Any action that has the potential to generate dust (blasting, hand tooling) shall be rigorously monitored to ensure contamination of the ship does not occur.

Certifications are required for any personnel who engage in these practices.

A2.2.5.3.3.4.3 Precautionary measures when using chemical stripping. Take the following precautionary measures, when chemical stripping is selected as one of coating removal methods:

A2.2.5.3.3.4.3.1 Ventilation. In addition to all temporary ventilation requirements specified in SFLC Std 0000 and the “General Requirements” item, ensure the following:

• A flow rate ventilation (minimum 100 cfm) is installed in the affected compartment - and ventilation system inspected by COR, prior to commencement of work.

• Exhaust ducts from ventilation fans are run outside and away from the ship’s ventilation intakes and downwind from cutter location. This shall be monitored and adjusted as necessary if there are changes in wind location.

7 (Rev-0)

A2.2.5.3.3.4.3.2 Chemical residue removal. After completion of coating removal, wash down all affected surfaces with suitable soap and water, required to ensure all solvents or solvent residues are removed.

A2.2.5.3.3.4.4 Treatment of existing coating edges bordering abated areas. In lieu of abiding by the feathering guidance provided in SFLC Std Spec 6310, paragraph 3.1.13 (Touch-ups and minor coating repairs), build up new coating to overlap all existing adjacent coating edges.

WARNING

Feathering of edges will generate lead/asbestos dust.

A2.2.5.3.3.4.5 Post-surface preparation cleaning, inspection, and clearance. Upon completion of coating removal procedures, do the following, as applicable:

A2.2.5.3.3.4.5.1 Lead dust clean-up. Clean all lead dust from the worksite by suitable clean-up cleaning methods, or as follows:

• Step 1 - debris removal: Remove all gross debris, paint chips, etc. using either a vacuum with a HEPA filter or by spraying the materials with water in a spray bottle and picking up chips or large pieces of contaminated debris by hand.

• Step 2 – vacuum cleaning: Using a suitable HEPA vacuum, clean all affected surfaces, in accordance with the following guidelines:

o Begin cleaning with high areas first – with overhead surfaces and bulkheads working downward.

o Vacuum all surfaces in the compartment.

o Work in the direction furthest from the entry door toward it.

• Step 3 – wet cleaning: Following thorough HEPA vacuuming, wash all surfaces with any suitable cleaning detergent following the same cleaning pattern (high to low/ furthest from and toward entrance). Change the cleaning solution as it becomes dirty. Rinse all areas with a fresh cloth/mop.

Do not reuse contaminated mops and cloths. Use a three-bucket system for cleaning. (Detergent solution in first bucket/ rinse water for mop in second/ surface rinse on deck and/or bilge surfaces in third).

• Step 4 – vacuum cleaning: Perform a HEPA vacuum again as specified in “Step 2”.

• Step 5 – waste disposal: Properly dispose of contaminated materials, in accordance with all applicable Federal, state, and local regulations.

WARNING

1. Work Wet, Work Smart, and Work Clean. DO NOT GENERATE DUSTS. It is easier to effectively clean an area when dusts are not being generated to resettle on previously cleaned areas. Worker exposures may be high during wet sweeping.

2 A wet/dry HEPA unit is ideal for working with hazardous dust clean up.

3. Lead-contaminated objects that are porous or materials that may suffer damage from water may not be able to be sufficiently decontaminated by these methods and should be discarded.

A2.2.5.3.3.4.5.2 Substrate inspection. Conduct a visual inspection, in the presence of the Coast Guard Inspector, to ensure that none of the following is present, and submit a CFR:

• Visible coatings on any part of the substrate, including pitted areas.

• Lead dust.

8 (Rev-0)

• Cleaning material haze.

A2.2.5.3.3.4.5.3 Post- abatement clearance. Upon acceptance of the visual inspection results by the COR, do the following:

A2.2.5.3.3.4.5.3.1 Lead dust wipe sampling.

A2.2.5.3.3.4.5.3.1.1 Conduct wipe sampling clearance testing, in accordance with ASTM 6966, in three locations in each affected compartment/space, as designated by the Coast Guard Inspector; to ensure that there exist no lead dust residues in excess of the below-listed concentrations, as specified below in TABLE A2. Submit a CFR with sample results. If a Change Request (CR) has been authorized and released, conduct additional wipe sampling and testing, as designated on the CR.

A2.2.5.3.3.4.5.3.1.2 Ensure that dust lead samples are analyzed by a laboratory certified by the National Lead Laboratory Accreditation Program (NLLAP) or the American Industrial Hygiene Association.

TABLE A2 - ACCEPTABLE LEAD CONCENTRATIONS

BERTHING AND/OR FOOD PREPARATION AREAS ALL OTHER AREAS

40 micrograms/square foot (mcg/ft 2) 200 micrograms/square foot (mcg/ft 2)

A2.2.5.3.3.4.5.4 Additional lead dust cleaning and sampling. If laboratory analysis proves lead concentrations in excess of the thresholds specified in TABLE A2, then perform lead dust cleaning, and take subsequent wipe samples until the concentration of lead falls below the above standards.

NOTES

1. Be aware that the Coast Guard reserves the right to coordinate additional wipe clearance testing, at no cost to the contractor, to verify the sample results.

2. All additional wipe clearance testing conducted by the Coast Guard must be witnessed by the Contractor, to verify where and how samples were collected – and thus, prevent contract disputes.

A2.2.5.3.3.4.5.3.2 Aggressive sampling – asbestos. After the completion of abatement, take at least five aggressive air samples in each affected compartment/space, using the Phase Contrast Microscopy (PCM) method to determine that the level of airborne fibers for each sample inside the work site is 0.01 or less fiber per cubic centimeter. Perform aggressive air sampling in accordance with EPA 600/4-85-049. Submit a CFR.

A2.2.5.3.3.5 Surface coating.

A2.2.5.3.3.1 Contaminant removal. Prior to applying primer coat, and in accordance with SFLC Std Spec 6310, paragraphs 3.1.8.7 (Flash rusting/surface oxidation limitations) and 3.1.8.6 (Hydrocarbon substance removal), respectively,

• Remove all flash rusting, as applicable.

• Remove all grease and oil surface contaminants.

A2.2.5.3.3.2 Coating application. Coat all prepared surfaces, in accordance with Table A3.

TABLE A3 - COATING SYSTEM

SPOT ABATED AREAS FULLY-ABATED SURFACES AND

9 (Rev-0)

COMPARTMENT/SPACES

Prime and coat all abated surfaces, including adjacent structural members, in accordance with SFLC Std Spec 6310, to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, Appendix A and Appendix B, as applicable.

Prime and coat all abated surfaces, including adjacent structural members, as specified in applicable work item(s).

A2.2.5.3.4 Waste Disposal. Collect, test, dispose of all generated wastes, including waste water from cleaning of work spaces, in accordance with all applicable Federal, state, and local regulations.”

3.6.4.1 SFLC Std Spec 0000, page 22, paragraph 3.3.3.1 NOTE. Add "Flame-retardant polyethylene deck plate with a non-slip diamond pattern from 10 to 40mil thickness" to body of Note.

3.6.4.2 SFLC Std Spec 0000, page 3, bullet “ISC.” Delete “lead-contaminated materials.”

3.6.4.3 SFLC Std Spec 0000, page 27, after Note box under paragraph 3.3.13.1.2 add the following paragraphs:

“3.3.13.1.3 Dock and Sea trials. The Contractor shall conduct dock trials to test the work performed during the contract when required by individual work items (see 3.3.13 Tests and Inspections). This shall include operational tests or inspections, as appropriate, of all machinery, piping, wiring, insulation, preservation work, deck coverings, and any other article removed, moved, disturbed, or damaged by the Contractor in accomplishing the work outlined in the specification. Schedule for these specific dockside tests or inspections shall be included within the planning document (see 3.2.5 Planning document).

3.3.13.1.3.1 The Contractor shall provide a pier facility or allow the vessel to move to a Coast Guard pier to support dock trials. The Contractor shall not conduct trials that require the vessel to be waterborne while the vessel is floating inside a dock (e.g., graving dock, floating drydock).

3.3.13.1.3.2 Sea trials to conduct equipment operational tests are not required unless a Sea Trial Performance work item is specifically included within the specification.”

3.6.4.4 SFLC Std Spec 0000, page 11, paragraph 3.2.5, add the following bullets to the bulleted list:

• Identifies the “critical paths” for the project.

• Shows calculations for the “float” along the critical paths and labels the critical paths with the number of delay days the critical paths can absorb without affecting the final delivery date.

3.6.4.4.1 SFLC Std Spec 0000, page 11, Add the following Note between paragraphs 3.2.5 and 3.2.5.1:

NOTE

Float is the number of days that the critical paths can be delayed without affecting the final delivery date.

3.6.4.4.2 SFLC Std Spec 0000, page 12, add the following paragraphs and Note after Figure 1:

“3.2.5.4 When the critical path extends beyond or encroaches upon the final delivery date, provide a resource constraint and scheduling evaluation of the critical path before any request for extension will be entertained.

Submit the resource constraint and scheduling evaluation via a CFR.

NOTE

The intent of the resource constraint and scheduling evaluation is to identify the resources necessary to ‘crash’ the critical path or make adjustments to the production schedule to meet the delivery date in lieu of a project extension.”

10 (Rev-0)

3.6.4.5 SFLC Std Spec 0000, General Requirements, Appendix A Requirements for Environmental Protection, page A-4, paragraph A2.2.5.3 remove lead content percent of 0.06 and replace with 0.009.

3.6.4.5.1 SFLC Std Spec 0000, General Requirements, Appendix A Requirements for Environmental Protection, page A-4, Warning Box, remove lead content percent of 0.06 and replace with 0.009.

3.6.4.5.2 Std Spec 0000, General Requirements, page 4, paragraph 1.3 Acronyms and term definitions, “Paint Containing Lead” remove lead content percent of “0.06 percent by weight (0.12 mg/cm2, or 600 ppm)” and replace with “0.009 percent by weight (0.018 mg/cm2, or 90 ppm)”

3.6.5 SFLC Std Spec 6310, Requirements For Preservation Of Ship Structures, page 10, add “3.1.6.5 Preconstruction Primers. Also known as shop primers, preconstruction primers are used as a temporary coating to protect steel from corrosion during welding, storage, and fabrication. Preconstruction primers shall be removed prior to applying the permanent coating system on all critical coated surfaces. Preconstruction primers may be left in place in other interior areas (such as machinery spaces, habitability spaces, etc.) if they are intact, uncontaminated, and compatible with the overcoating system.”

3.6.5.1 Std Spec 6310, Appendix B, page B12 , the formatting for of Notes 17-19 change and add as per the following:

• SFLC Std Spec 6310, Cutter And Boat Interior Painting Systems, Appendix B12, Note 17, delete sentence, “Persistent corrosion in a particular area of an aluminum bilge may dictate the need for a protective High Build Epoxy coating to be applied to that local area.”

• SFLC Std Spec 6310, Cutter And Boat Interior Painting Systems, Appendix B12, Note 18, replace entire note with “Persistent corrosion in a particular area of an aluminum bilge may dictate the need for a protective High Build Epoxy coating to be applied to that local area. “

• SFLC Std Spec 6310, Cutter And Boat Interior Painting Systems, Appendix B12, Note 19, replace entire note with “Painting plastic surfaces is highly discouraged, but after it is done once, it must be maintained.”

• SFLC Std Spec 6310, Cutter And Boat Interior Painting Systems, Appendix B12, Add Note “20. For aluminum surfaces, remove all oil, grease, dirt, metal oxides (corrosion products) and other foreign material by cleaning per SSPC-SP 1 prior to blast cleaning and following blast cleaning immediately prior to coating. The end result of abrasive blasting will be a surface cleanliness similar to that of SSPC-SP 10 for steel with all coating removed.

3.6.5.2 Std Spec 6310, Appendix E, pages E1, E3, and E4, QA Inspection Forms QA-1, QA-3a, and QA-3b respectively, reference The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No. 5 erroneously, and are corrected as per the following:

3.6.5.2.1 Std Spec 6310, Appendix E, pages E1, QA Inspection Form QA-1, Check point 5- Surface Preparation, check box description 2, replace “(i.e.: SSPC SP-12, SP-11, SP-10…).” with “(i.e.: SSPC SP-11, SP-10, SP WJ- 2…).”

3.6.5.2.2 Std Spec 6310, Appendix E, page E3, QA Inspection Form QA-3a, Surface Preparation Method column of the Profile Achieved table, 2nd record, replace “SSPC-SP-12/NACE No. 5” with “SSPC-SP WJ-1/NACE WJ- 1”.

3.6.5.2.2.1 Add record to table beneath “SSPC-SP WJ-1/NACE WJ-1” and label as “SSPC-SP WJ-2/NACE WJ- 2”

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3.6.5.2.2.2 Add record to table beneath “SSPC-SP WJ-2/NACE WJ-2” and label as “SSPC-SP WJ-3/NACE WJ- 3”

3.6.5.2.2.3 Add record to table beneath “SSPC-SP WJ-3/NACE WJ-3” and label as “SSPC-SP WJ-4/NACE WJ- 4”

3.6.5.2.3 Std Spec 6310, Appendix E, page E4, QA Inspection Form QA-3b, Surface Preparation Method column of the Profile Achieved table, 2nd record, replace “SSPC-SP-12/NACE No. 5” with “SSPC-SP WJ-1/NACE WJ- 1”.

3.6.5.2.3.1 Add record to table beneath “SSPC-SP WJ-1/NACE WJ-1” and label as “SSPC-SP WJ-2/NACE WJ- 2”

3.6.5.2.3.2 Add record to table beneath “SSPC-SP WJ-2/NACE WJ-2” and label as “SSPC-SP WJ-3/NACE WJ- 3”

3.6.5.2.3.3 Add record to table beneath “SSPC-SP WJ-3/NACE WJ-3” and label as “SSPC-SP WJ-4/NACE WJ- 4”

3.6.6 SFLC Std Spec 8635, Temporary Services, page 2, delete paragraph 3.3.2.2.

3.6.7 SFLC Std Spec 5000, Auxiliary Machine Systems, Appendix C, page C9: Replace paragraph C2.8.1.3 and Table C-3, and add additional paragraphs C2.8.1.4, C2.8.1.5, and C2.8.1.6. as follows:

“C2.8.1.3 Flushing fluid minimum flow rate requirements. Ensure the minimum flow rates provided in Table C- 3 are maintained for each circuit. If multiple loops are flushed concurrently, each loop shall be provided with a flow measuring device. Provide calibrated flow meters. Prior to flushing, submit the certification of calibration to the CG Inspector.

TABLE C-3 - MINIMUM FLOW RATE FOR FLUSHING WITH FLUID

PIPE SIZE INSIDE DIA

(INCH)

GAL/MIN

To 0.5 18

0.5 to 0.75 34

0.75 to 1.0 56

1.0 to 1.25 100

1.25 to 1.5 138

1.5 to 2.0 230

2.0 to 2.5 330

2.5 to 3.0 420

NOTES

1. Flow rates represent minimum flows needed to achieve a turbulent flow condition and maximize benefits of flushing effort.

2. Flow rate selected for flow…