Specification.pdf

USCGC HERIBERTO HERNANDEZ (WPC 1114)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2024

Developed By: Dale W Brown

(Rev-0, 18 May 2023)

USCGC HERIBERTO HERNANDEZ (WPC-154) DRYDOCK AVAILABILITY FY2024

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .............................................................................. viii Consolidated List of Critical Inspection Items .............................................................................................. x Principal Characteristics ............................................................................................................................... xi General Requirements WORK ITEM 1: Hull Plating, Inspect WORK ITEM 2: Tanks and Voids, Inspect and Preserve WORK ITEM 3: Louver and Damper Assembly, Inspect and Repair WORK ITEM 4: Propulsion Shafting System, Inspect and Repair WORK ITEM 5: ASW/Firemain System Components, Renew/Overhaul WORK ITEM 6: Bilge Surface and Piping, Clean and Inspect WORK ITEM 7: Rudder Assemblies, Inspect and Repair WORK ITEM 8: Stabilizing Fins, Inspect and Repair WORK ITEM 9: Bow Thruster Propeller and Tunnel, Inspect and Repair WORK ITEM 10: Stern Launch Door, Inspect and Preserve WORK ITEM 11: Freeboard, Preserve WORK ITEM 12: Superstructure, Preserve WORK ITEM 13: Mast, Preserve WORK ITEM 14: Weatherdecks, Preserve WORK ITEM 15: U/W Body, Preserve WORK ITEM 16: Stern Tube Interiors, Preserve WORK ITEM 17: Impressed Current Cathodic Protection (ICCP) and Anti-Fouling System, Inspect and

Maintain WORK ITEM 18: Drydocking WORK ITEM 19: Temporary Services, Provide - Cutter WORK ITEM 20: Sea Trial Performance, Support, Provide WORK ITEM 21: SSDG Exhaust, Repair WORK ITEM 22: Interior Wet Deck Coverings, Renew WORK ITEM 23: Various Repairs, Perform iii (Rev-0)

REVISIONS RECORD

This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.

DATE REV# WORK

ITEM#

CHANGES MADE

NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.

iv (Rev-0)

CONSOLIDATED LIST OF REFERENCES

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at the time of specification writing and during contract execution.

All Coast guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.

COAST GUARD DRAWINGS

Coast Guard Drawing 154 WPC 079-900, Rev D, Stability and Loading Data Booklet

Coast Guard Drawing 154 WPC 079-902, Rev -, Curves of Form Hydrostatic Analysis

Coast Guard Drawing 154 WPC 084-002, Rev A, Red Gear Long Life Reuseable Container

Coast Guard Drawing 154 WPC 111-301, Rev B, Shell Expansion

Coast Guard Drawing 154 WPC 131-301, Rev D, Scantlings Main Deck

Coast Guard Drawing 154 WPC 161-301, Rev C, Skegs and Stern Tubes Support Structures

Coast Guard Drawing 154 WPC 167-201, Rev F, Schedule of Doors, Manholes, and Hatches

Coast Guard Drawing 154 WPC 168-201, Rev C, Louvers and Covers A&D

Coast Guard Drawing 154 WPC 169-201, Rev C, Structural Closure Stern Gate

Coast Guard Drawing 154 WPC 171-201, Rev D, Mast A&D

Coast Guard Drawing 154 WPC 171-601, Rev D, Mast Prefab

Coast Guard Drawing 154 WPC 204-301, Rev F, Equipment Removal Plan

Coast Guard Drawing 154 WPC 243-201, Rev D, Main Propulsion Shafting A&D

Coast Guard Drawing 154 WPC 245-304, Rev B, Propeller Plans and Data Six Blade Propeller

Coast Guard Drawing 154 WPC 251-301, Rev D, Combustion Air Diagram

Coast Guard Drawing 154 WPC 256-301, Rev D, Main and Auxiliary Cooling System Diagram

Coast Guard Drawing 154 WPC 259-301, Rev A, Exhaust Piping System Diagram

Coast Guard Drawing 154 WPC 261-201, Rev B, Fuel Oil Service System Arrangement

Coast Guard Drawing 154 WPC 405-201, Rev A, Antenna A&D

Coast Guard Drawing 154 WPC 405-202, Rev A, Antenna Arrangement and Installation

Coast Guard Drawing 154 WPC 406-301, Rev G, Schedule of Bonding and Grounding

Coast Guard Drawing 154 WPC 422-301, Rev F, Electrical Navigational Aids

Coast Guard Drawing 154 WPC 506-301, Rev -, Fills, Vents, Sounds, Overflows Diagram

Coast Guard Drawing 154 WPC 512-301, Rev B, HVAC System Diagram

Coast Guard Drawing 154 WPC 513-301, Rev D, Machinery Ventilation Diagram

Coast Guard Drawing 154 WPC 521-301, Rev C, Firemain System and Magazine Sprinkler Diagram

Coast Guard Drawing 154 WPC 529-301, Rev -, Bilge System Diagram

Coast Guard Drawing 154 WPC 533-201, Rev C, Potable Water System Arrangement

Coast Guard Drawing 154 WPC 533-301, Rev H, Potable Water System Diagram v (Rev-0)

Coast Guard Drawing 154 WPC 541-201, Rev B, Fuel Oil Transfer System Arrangement

Coast Guard Drawing 154 WPC 541-301, Rev D, Fuel Oil Service and Transfer System

Coast Guard Drawing 154 WPC 551-301, Rev C, Compressed Air System Diagram

Coast Guard Drawing 154 WPC 556-202, Rev D, Fin Stabilizer Hydraulic System A&D

Coast Guard Drawing 154 WPC 556-302, Rev C, Fin Stabilizer Hydraulic System Diagram

Coast Guard Drawing 154 WPC 561-202, Rev C, Steering Arrangement & Details

Coast Guard Drawing 154 WPC 562-201, Rev A, Rudder Details

Coast Guard Drawing 154 WPC 562-202, Rev C, Rudder Arrangement & Details

Coast Guard Drawing 154 WPC 565-201, Rev -, Fin Stabilizer System A&D

Coast Guard Drawing 154 WPC 565-301, Rev A, Fin Stabilizer Control System

Coast Guard Drawing 154 WPC 565-302, Rev C, Fin Stabilizer Control System COED

Coast Guard Drawing 154 WPC 568-201, Rev B, Bow Thruster System A&D

Coast Guard Drawing 154 WPC 593-201, Rev F, Sewage System Arrangement

Coast Guard Drawing 154 WPC 593-202, Rev C, Oily Bilge System Arrangement

Coast Guard Drawing 154 WPC 593-302, Rev A, Oily Bilge System Diagram

Coast Guard Drawing 154 WPC 601-302, Rev C, General Arrangement

Coast Guard Drawing 154 WPC 601-302, Rev D, General Arrangement

Coast Guard Drawing 154 WPC 602-305, Rev D, Visual Identification and Draft Marks Plan

Coast Guard Drawing 154 WPC 633-301, Rev C, Cathodic Protection System

Coast Guard Drawing 154 WPC 995-900, Rev -, FRC Docking Assembly Details & Construction

Coast Guard Drawing 154 WPC 997-002, Rev -, Alternate Docking Plan Mobile Lift Option

Coast Guard Drawing 154 WPC 997-004, Rev -, Steel Block Towers for Alternate Docking Plan

Coast Guard Drawing 154 WPC 997-302, Rev -, Docking Plan (Supersedes DWGS 154-WPC-997-1, 997-301)

Coast Guard Drawing 154B WPC 562-201, Rev -, Rudder Details

Coast Guard Drawing 154B WPC 562-202, Rev -, Rudder Arrangement & Details

Coast Guard Drawing 154-WPC 529-301, Rev -, Bilge System Diagram

Coast Guard Drawing 154-WPC 593-301, Rev C, Sewage System Diagram

Coast Guard Drawing 154WPC 634-301, Rev B, Deck Covering Schedule

Coast Guard Drawing 154-WPC-528-301, Rev B, Grey Water System Diagram

COAST GUARD PUBLICATIONS

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

Manual

Coast Guard Technical Publication (TP) 8000, SWBS 256, Apr 2015, Main Engine Seawater Strainer, 10

Inch Duplex Basket Strainer

Coast Guard Technical Publication (TP) 8001B, SWBS 633, Sep 2018, Cathodic Protection System –

Model CA44227

Coast Guard Technical Publication (TP) 8010B, SWBS 565, May 2019, Fin Stabilizer System – Model

QC-1500 with MPU20 Hydraulic System

Coast Guard Technical Publication (TP) 8081A, SWBS 243, Apr 2018, Stern Tube Seal with Emergency

Packing Gland vi (Rev-0)

Coast Guard Technical Publication (TP) 8096B, SWBS 252, Aug 2018, Bowthruster – Model 60 LK with

Operator Panel and Motor Drive – Installation, Service, and Operation Manual

Coast Guard Technical Publication (TP) 8153A, SWBS 562, Apr 2019, Rudderstock Seal Assembly, Type EL + IS, Model H 78525-01

Coast Guard Technical Publication (TP) 8911B, SWBS 086, Apr 2020, Technical Repair Standard for

Use on FRC - Fin Stabilizer System Model QC-1500

Coast Guard Technical Publication (TP) 8913A, SWBS 086, Mar 2020, Technical Repair Standard for

Propellers

Coast Guard Technical Publication (TP) 8916, SWBS 086, 28 JUL 2020, TECHNICAL REPAIR

STANDARD FOR USE ON FRC - FLOW ADAPTIVE RUDDER AND EL + IS RUDDERSTOCK

SEAL MODEL - H 78525-01 (HULLS 1118, 1139 AND ON) 154' WPC (A) AND (B) CLASS

CUTTERS

Coast Guard Technical Publications (TP) 6632, SWBS 6633, Jul 2015, Reduction Gear – Model ZF 280-1

Fire Prevention and Response

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General

Requirements

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

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and

Allied Processes

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

Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2020, Overhaul AC

Electrical Motors

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2020, Auxiliary

Machine Systems

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

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

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2020, Drydocking

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2020, Temporary

Services

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2020, Temporary

Hull Accesses

OTHER REFERENCES

American Bureau of Shipbuilding (ABS) Rules for Survey After Construction, Part 7

American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and

Welding End

ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets

ASTM International (ASTM) D5363, 2008; Standard Specification for Anaerobic Single-Component

Adhesives (An)

ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates vii (Rev-0)

Coast Guard Maintenance Procedure Card (MPC) B10017.D, CONVERSION B/T ANODE BOLT (1

Time, 01-32)

Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for

Shipyard Employment

Commercial Item Descriptions (CID) A-A-59316, Nov 2003; Abrasive Materials for Blasting

DOD-STD-2003, Dec 1990, Electric Plant Installations, Standard Methods for Surface Ships and

Submarines (Cable), Figures 1B5, 3B19, 3B20, 3B21

Federal Standard (FED-STD) 595, 2008, Colors Used In Government Procurement

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2003 Edition, Pressure Testing Of Steel Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2002 Edition, Butterfly Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 1999 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service

Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2008 Edition, Bronze Gate, Globe, Angle and Check Valves

MIL-C-16173, Jan 1993, Corrosive Preventative Compound, Solvent Cutback, Cold Application

MIL-DTL-1222, Dec 2000, Studs, Bolts, Screws and Nuts for Applications Where a High Degree of

Reliability Is Required

MIL-PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut-Back, Cold-Application

MIL-PRF-24635, 2009, Coating Systems, Weather-Resistant, Exterior Use

MIL-PRF-24667, Jun 2005, Coating system, Non-Skid, for Roll or Spray Application

MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure

QPL-24667, May 2006, Qualified Product List of Products Qualified under Performance Specification

MIL-PRF-24667, Coating system, Non-Skid, for Roll or Spray Application

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2013, Cork and

Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G-6032, 2014 Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2015, Solvent Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE No.2 2004, Near White Blast

Cleaning) viii (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)

4 Y **Propeller Shaft NSN: 2010-01-605-7516 2 ea. 103,000

4 Y **LH Propeller NSN: 2010-01-628-0276 PN:

531915

1 ea. 190,000

4 Y **RH Propeller NSN: 2010-01-627-9761

531914

1 ea. 190,000

4 N **Stave Kit (each kit contains 8 reg. Romor staves, 2 rubber locking staves, 2 Romor staves w/keeper slot)

NSN: 3120-01-605-7400 P/N:

80920203000003

4 kt 2430

4 N **FWD Bearing Split

External Retaining Ring

Kit (each kit contains

1ea retaining ring, 10ea socket head cap screws)

NSN: 3120-01-605-7345 P/N:

80920203000004

2 kt 1970

4 N **AFT Bearing Split

External Retaining Ring

Kit (each kit contains

1ea retaining ring, 10ea socket head cap screws)

NSN: 3120-01-605-7510 P/N:

80920203000005

2 kt 2575

4 N **Kit, Installation Part-

Replacement (see note

4.1 for kit contents)

NSN: 2010-01-629-4693 P/N:

950700

2 kt 1900

4 Y *Kit, Propeller –

Removal/Installation

Tools and Equipment

(see note 4.2 for kit contents)

NSN: 2010-01-632-2198/ P/N:

999120

1 kt 22,970

4 N **Shaft Seal Overhaul

Kit (see table 7-4 of TP-

8081, pg 7-8, Service

Kit B)

NSN:5330-01-618-5248 P/N:

H76214-6

2 kt 5650.93

4 N **Shaft Seal Overhaul

Kit (see table 7-5 of TP-

8081, pg 7-9, Service

Kit C)

NSN: 5330-01-618-5276 P/N:

H76214-8

2 kt 4896

4 N Anodes, Zinc (stern tube)

NIIN: 01-644-5483 P/N:

Z0020202H3

28 ea. 50

4 N CAD Model of LH &

RH propellers for use in propeller scans and analysis

N/A 1 ea. 1 ix (Rev-0)

7 Y **Port Rudder NSN: 2040-01-690-5509 1 ea. 30,000

7 Y **Stbd Rudder NSN: 2040-01-690-5507 1 ea. 30,000

7 N Shaft Seal Overhaul Kit

(Service Kit A from TP-

8153, pg 7-5, Table 7-2)

NSN: 5330-01-595-4647 PN:

H785252-01-6

2 kt 9722.00

7 N Shaft Seal Overhaul Kit

(Service Kit B from TP-

8153, pg 7-5, Table 7-3)

NSN: 5330- 01-596-7760 PN:

H78525-01-7

2 kt 6,170.00

7 N Locknut PC5 154WPC

562-002

NSN: 5310-33-201-6431 PN:

KM32

4 ea. 100.00

7 N Lock Washer PC6

154WPC 562-002

NSN: 5310-33-201-5247 PN:

MB 32

2 ea. 150.00

7 N Upper Roller Bearing

PC7 154WPC 562-002

NSN: 3110-01-597-3537 PN:

23032 CC/C2W33

2 ea. 502.11

7 N Oil Seal PC8 154WPC

562-002

NSN: 5330-01-618-5091 PN:

CR70028 CRWH1R

2 ea. 60.00

7 N Lower Bearing PC9

154WPC 562-002

NSN: 3120-01-631-4104 2 ea. 1,162.00

8 Y **Fin Blade NSN: 2040-01-598-8181 PN:

601-15-020S02-00-00-A

2 ea. 22,254.38

8 N **Hydraulic Cylinder NSN: 9999-01-682-3497 PN:

304-07-070040-00-01-ABS_C

4 ea. 5,723.55

8 Y Shouldered Shaft NSN:3040-01-659-0359

P/N: 601-15-S00001-00-05_F

2 ea. 13,378.13

9 N **Set of bevel gears

19:28, Mfr: Schottel

NSN: 3020-01-618-1133 PN:

1088301

1st. 10,378.13

9 Y **Propeller, Mfr:

Schottel

NSN: PN: 1161329 1ea. 20,000.00

15 Y **Depth Sounder

Transducer

NSN: 5845-01-678-5056 P/N:

DS-630-30

1 ea. $10,000.00

15 Y **Speed log transducer NSN: 6605-99-839-3629 1 ea. $10,000.00

15 N Parts Kit, Gate Valve

(Doppler Speed Log)

NSN: 4820-99-374-5925 P/N:

81702-0410-00

1 ea. $1,000.00

15 N Zinc Anodes NIN: 01-647-6179 P/N:

DS620

4 ea. $50.00

17 N **Anode, Corrosion, Elliptical

NSN: 5340-99-400-2561 PN:

PPEC1202-MM50

2 ea. 1,900.00

17 N **Silver/Silver Chloride

Reference Electrode

Cell

NSN: 6630-99-553-5405 PN:

PPR100019

2 ea. 1,625.00

17 N Copper Anode, Anti-

Fouling

NSN: 5342-99-133-5325 PN:

PAAZRRY037FT

3 ea. 436.69

*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 x (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 Hull Plating, Inspect

2 Tanks and Voids, Inspect and Preserve

4 Propulsion Shafting System, Inspect and Repair

5 ASW/Firemain System Components, Renew/Overhaul

6 Bilge Surface and Piping, Clean and Inspect

7 Rudder Assemblies, Inspect and Repair

8 Stabilizing Fins, Inspect and Repair

9 Bow Thruster Propeller and Tunnel, Inspect and Repair

10 Stern Launch Door, Inspect and Preserve

11 Freeboard, Preserve

12 Superstructure, Preserve

13 Mast, Preserve

14 Weatherdecks, Preserve

15 U/W Body, Preserve

Impressed Current Cathodic Protection (ICCP) and Anti-Fouling System, Inspect and

Maintain

20 Sea Trial Performance, Support, Provide xi (Rev-0)

PRINCIPAL CHARACTERISTICS

154' WPC (SENTINEL CLASS)

PHYSICAL

Anchor ROCNA, anchor, 150 KG/ 331 LB, Stainless Steel

Bulkheads (7), Watertight Bulkheads located below the Main Deck

Displacement, delivery, light ship 302 Metric Tons

Draft, full load 2.58 Meters (8.46 Feet)

End of service life displacement 353 Metric Tons

Framing Longitudinal

Full load displacement 353 Metric Tons

Height of highest projection 17.22 Meters (56.5 Feet)

Length overall (loa) 46.80 Meters (153.5 Feet)

Maximum beam 7.75 Meters (25.43 Feet)

Minimum operating displacement 314 Metric Tons

Waterline length (lwl) 44.35 Meters (145.5 Feet)

HULL

Hull/main weatherdeck material AH-36 Steel

Superstructure 5456-H1111 Aluminum

MACHINERY

Bow thruster Schottel STT 60 LK

Diameter of propeller 1900 mm

Emergency service generator (edg) Cummins 6BTA5.9-DM Diesel with Stanford 93KW Generator

Fin stabilizer (2), Quantum QC1500

Main propulsion (2), MTU 20V4000 M93L, Sequential Turbo-Charged Diesels

Number of blades 6

Number of propellers (2) Michigan Wheel Marine

Propeller pitch capability Fixed

Propulsion shafts (2), Electralloy Nitronic 50HS (9430mm) Shafts

Reduction gears (2), ZF 23560C/D Series

Rudders (2), 316L Stainless Steel

Shaft rotations per minute 478

Shaft(s) bearing, aft (2), Duramax Bearings

Shaft(s) bearing, intermediate (2), Duramax Bearings

Shaft(s) diameter 8 Inches

Shaft(s) Seal (2), Wartsila Mechanical Seals

Ship service generators (2), Cummins QSM11-DM Diesels with Stanford 317KW Generator

TANK CAPACITIES AT 95% LIQUID LOAD (22,958 TOTAL GALLONS)

Fresh water tank, port (3-38-2-w) 708 gal

Fresh water tank, stbd (3-38-1-w) 756 gal

Fuel oil edg day tank (1-10-1-f) 134 gal

Fuel oil gen. ovrflw tnk, ctr. (3-40-0-f) 1,159 gal

Fuel oil overflow tank, center (3-10-0-f)

616 gal

Fuel oil service tank, #1 port (3-17-2-f) 1,750 gal

Fuel oil service tank, #1 stbd (3-17-1-f) 1,750 gal

Fuel oil service tank, #2 port (3-40-2-f) 890 gal

Fuel oil service tank, #2 stbd (3-40-1-f) 890 gal

Fuel oil storage tank, #1 center (3-11-0- 5,040 gal xii (Rev-0) f)

Fuel oil storage tank, #2 center (3-23-0-f)

5,350 gal

TANK CAPACITIES AT 95% LIQUID LOAD (22,958 TOTAL GALLONS)

Grey water tank, (3-17-0-w) 2,668 gal.

Lube oil storage tank, (2-35-2-f) 146 gal.

Oily water tank, (3-34-1-w) 336 gal.

Sewage collection tank, (3-6-0-w) 429 gal.

Waste oil tank, (3-34-2-f) 336 gal.

1 (Rev-0)

00000_0522_FLT

REC_00000_FLT_Commercial Project @ Contractor’ Facility (0121)

General Requirements

1. SCOPE

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

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

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

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

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

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

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

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

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Fire Prevention and Response

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

OTHER REFERENCES

Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for

Shipyard Employment

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure

2 (Rev-0)

3. REQUIREMENTS

3.1 General. The Contractor must conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability. The requirements of this WI applies to all work under the scope of this contract, whether explicitly stated in all following work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

3.1.1 The Contractor must conform to all requirements specified in SFLC Std Spec 5550 and in the Fire

Protection and Response work item, as applicable, during the performance of this availability.

3.1.1.1 Fire Safety Plan submission. The Contractor must submit a copy of the CFR 1915, Subpart P, Fire Safety

Plan with the Contractor’s bid when work will be conducted in a Contractor–owned facility. Include any MOA(s) with local firefighting facilities.

3.1.1.2 Fire Plan submission. The Contractor must submit a copy of the developed availability specific fire plan as requested in the Fire Protection and Response work item, with the Contractor’s bid.

NOTE

NAVSEA drawings listed will be available FOR INSPECTION ONLY from the Coast

Guard Port Engineer post-award. SFLC will not redistribute NAVSEA documents.

Contractors can apply to NAVSEA headquarters directly for copies.

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

3.3 Preservation requirements. The Contractor must 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. The Contractor must obtain a written KO authorization to deviate from any coatings required in SFLC Std Spec 6310 Appendix C before work.

3.3.3 In-process quality control measures. The Contractor must abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for “critical-coated surfaces”).

3.3.3.1 Quality control requirements. The Contractor must abide by the following when performing preservation related inspections. The following measurements must be randomly spaced throughout for the purposes of providing a representation of the entire prepared or coated surface.

3.3.3.1.1 Surface profile measurements. One surface profile measurement must be taken for every 200 square feet for the first 1000 square feet; for each additional 500 square feet or less, one profile measurement must be taken.

Profile measurements must be taken in accordance with SFLC Std Spec 6310, paragraph 3.1.8.3 (Surface profile measurements). A “measurement” for surface profile is defined as follows:

• ASTM D4417, Method B: One profile measurement is the average (mean) of 10 individual readings.

• ASTM D4417, Method C: One profile measurement is the average (mean) of 2 individual readings.

3 (Rev-0)

3.3.3.1.2 Soluble salt conductivity measurements. 5 conductivity measurements must be taken every 1000 square feet. For submerged (immersed) applications conductivity measurements must not exceed 30 microsiemens/cm.

For non-submerged (non-immersed) applications conductivity measurements must not exceed 70 microsiemens/cm. If a conductivity check fails, clean the surface in accordance with SFLC Std Spec 6310, paragraph 3.1.8.5 (Soluble salt removal).

3.3.3.1.3 Coating thickness measurements. Three area measurements must be taken for the first 1000 square feet;

for each additional 1000 square feet, perform an additional area measurement. A “measurements” for coating thickness is defined as follows:

• SSPC-PA 2 defines an area measurement as 5 separate spot measurements randomly spaced throughout a 100 square foot area.

• SSPC-PA 2 defines a spot measurement as 3 gage readings and each new gage reading the probe must be moved to a new location within a 1.5 inch diameter circle defining the spot.

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

3.4.1 HY-130 material substitution. The Contractor must be aware that HY-130 steel plating is no longer commercially available. For the purpose of performing flight deck repairs on US Coast Guard WMEC-270 “B-

Class” cutters, Weldox 900 steel plating has been approved as a replacement for HY-130. Due to the similarity in material properties and weldability of HY-130 and Weldox 900, all welding procedures and welder qualifications for welding Weldox 900 must be the same as those outlined in NAVSEA TP 1688 as applicable for welding HY-

130.

3.4.2 Standard spec modification. For any welding involving HY-130 on the flight deck of WMEC-270 “B-Class” cutters, perform all welding and allied processes, and non-destructive evaluation (NDE) in accordance with

NAVSEA TP 1688. The Contractor must be aware that the welding requirements specified in this document take precedence over paragraph 3.3.6 of SFLC Standard Spec 0000 for the purpose of welding involving HY-130.

3.4.3 Approval to weld HY-130. To obtain Coast Guard approval to weld on HY-130 steel for WMEC-270 “B-

Class” cutters, the Contractor must provide written Performance Qualification Records (PQR’s) for each process to be used. The PQR’s must be approved by one of the regulatory agencies affirming that the WPS meets the welding requirements of NAVSEA TP 1688. In addition, the Contractor must ensure that all subcontractors, prior to performing welding operations, have qualified procedures by meeting all the requirements set forth in this document.

NOTE

NAVSEA approval is NOT required for welding procedures submitted but the procedures must be reviewed and shown to satisfy the requirements set forth in

NAVSEA TP 1688, by a welding regulatory agency. The requirements for welding

Weldox 900 are considered the same as those for welding HY-130.

3.5 Environmental protection requirements. The Contractor must 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 must 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 must 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

4 (Rev-0) develop during the project. Contractor must 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 must not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

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

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

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

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

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

• Air Emission Permit: Unit has an 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 is required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work must be done by qualified laboratories; and where required by law, the laboratories must be certified.

3.5.3 Regulatory notifications. The Contractor is 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 must 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 must 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 must appoint in writing an Environmental Manager for the project, who is responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager must 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 must comply with SFLC Std Spec 0000 Appendix A, Requirements For

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

3.6 Local Policy. The Contractor must refer to site (e.g. Base) Regulations and Instructions for details regarding local policies (e.g. crane services, parking, or facility usage).

5 (Rev-0)

3.7 SFLC Standard Specification approved changes. The Contractor must be aware that the following are approved changes to published SFLC 2020 Edition Standard Specifications and supersede published content:

3.7.1 SFLC Standard Specification 8636. Add missing paragraphs between 3.2 and 3.5 of Std Spec 8636 as follows:

“3.3 Access cut boundaries. The Contractor shall ensure that access cuts comply with the requirements and restrictions detailed in the following and in SFLC Std Spec 0740, and referenced codes.

3.3.1 Location of boundaries. Boundaries of access cuts and closure plates shall, in general, be located between principal ship framing, bulkheads, and other structural members and shall be at least three inches from any of these members or from the toes of other welds. A reduction in this three inch minimum may be approved by the KO on a case by case basis provided sufficient clearance is maintained for welding and inspection requirements. The boundaries of access cuts and closure plates should land on existing butts or seams, wherever practicable. The boundaries of prior access cuts should be utilized wherever possible. Boundaries may extend across one or more frames as required for the size of the opening.

3.3.2 Access hole dimensions and arrangements. Holes or access cuts shall be the minimum size necessary and shall be in accordance with the following:

• Rectangular access cuts and closure plates welded into primary hull structure shall be at least 12 inches wide in the lesser dimension.

• For circular access cuts, the minimum diameter shall be 4T, where T = thickness of the involved structural member, but not less than three inches.

• Circular closure plates for access cuts less than two feet in diameter shall be dished 1/16 to 1/8 inch to allow for shrinkage when welded.

• Corners of rectangular access cuts and closure plates shall have a minimum radius of 6 inches except when a boundary lands on an existing hull longitudinal seam or transverse butt weld.

• Corners at an existing seam or butt shall intersect at a 90 degree angle.

• Cuts that are to cross existing butts or seams shall do so at an angle of 90 degrees plus or minus 15 degrees.

• In primary hull structure, existing welds forming the boundary of a cut shall be cut back 3 inches beyond the toe of the access cut, except that the cut back shall not intersect or cross an existing weld, frame, or structural member. In which case, the cut back may be reduced to a minimum of two inches in length.

• Existing welds crossed by the cut shall not be cut back.

3.3.3 Primary hull structure. Primary Hull Structure includes the shell, main strength decks, principal longitudinal bulkheads, vertical keel, deep web girders and stiffeners designed to withstand the ship bending stress.

6 (Rev-0)

3.3.4 Mechanically fastened joints. Welding closer than six inches to a mechanically fastened joint should be avoided. When access cuts cross or come within six inches of a mechanically fastened joint, the fasteners shall be checked for tightness and if necessary, loose fasteners shall be seal welded or removed, and replaced for a distance of 6 inches beyond the edge of the cut. When a cut crosses a mechanically fastened seam the cut plates shall be repaired using single V welds backed with glass tape (MIL-C-20079) to prevent fusion between the mechanically fastened plates.

3.4 Ship integrity maintenance. The Contractor shall maintain safety and ship integrity by installing temporary guarding and coaming, in addition to weathertight and watertight closures. Remove these temporary fabrications after closing the hull access, and grind surfaces flush in way of removals. For shell plating cuts made at or below the waterline where temporary closures are impractical, the Contractor shall secure each vulnerable compartment and subdivision to minimize potential damage to the extent permitted by the scope and urgency of the work.

3.4.1 Guarding. Install temporary guards in accordance with 29 CFR 1915.73.

3.4.2 Coaming. Ensure that in areas where flammable liquids may be stored, a 4 inch high metal coaming shall be installed on the surface of the deck with tack welds and fully sealed with caulking compound. The coaming shall encircle the access cut in the deck.

3.4.3 Weathertight and contamination closures. Fabricate temporary closures, using fire retardant material, before cutting access openings and install closures whenever access is not in use. Closures shall be:

• Constructed to protect the access from inclement weather and entry of contaminants (shall include a coaming or dam on the deck to redirect rain runoff away from the opening).

• Fitted with fasteners that permit rapid installation and removal.

• Able to support a minimum of 150 pounds per square foot for horizontal deck closures.

• Where the access opening is in way of a removed hatch, scuttle or door, the closure shall be configured to allow normal passage of ship’s personnel and equipment.

3.4.4 Watertight closures. Ensure that access openings created four feet or less above the maximum anticipated waterline shall include temporary watertight closures when the vessel is waterborne.

NOTE

NAVSEA S0600-AA-PRO-160/CH16 provides requirements for design, fabrication, and installation of temporary watertight closures.”

3.7.2 SFLC Standard Specification 0000. Replace paragraph 3.3.4 Vessel access, as follows:

"3.3.4 Vessel access. During work at the Contractor’s facility, provide access and/or egress to and from the vessel in accordance with 29 CFR 1915.74, Subpart E. Provide a minimum of two gangways that have the following:

• Adequate walking surface width and strength and be safely secured.

7 (Rev-0)

• A railing, with a mid-rail, on each side of the gangway, and a turn table if necessary.

• Substantial steps properly secured and equipped with at least one handrail, when the upper end of the gangway rests on or is flush with the top of the bulwark of the dock.

• Nets or other suitable protection on both sides, when there is a danger of personnel falling between the ship and the dock. Nets and other suitable protection must extend beyond the projected area of the access and egress points so as to catch a personnel that may be falling outward: i.e., the nets must be wider than the gangway.

• Proper trimming at all times.

• Adequate illumination for their full length.

• Separated by one-fourth the length of the vessel, at a minimum, as to mitigate the possibility that an incident could block both means of escape."

3.7.3 SFLC Standard Specification 8635. Replace and add paragraphs as follows, "3.3.10.4.1 Contractor-furnished supporting equipment. Provide all hoses and fittings needed to supply water to the system. Provide pressure gauges at the connection(s) to the ship and the furthest firehose station to allow personnel to clearly read the gage-face to demonstrate or record the required water pressure is available at all energized portions of the system."

"3.2.3 Shipboard access/egress and routing of temporary services. Maintain a primary and secondary means of access/egress for each vessel, where practicable.

Pre-plan for the installation of temporary services to minimize the total number of service leads penetrating the hull by maximizing the use of backbones and/or manifolds for industrial services. Pre-planning for the installation of temporary services shall include removal (first in, last out, when no longer required). Pay special attention to transitional spaces (cross passages, top and bottom of stairwells) where services could potentially fall and restrict emergency personnel egress and/or casualty responder access."

"3.2.3.2 Materials used for suspending temporary services. Temporary services shall be suspended at regular intervals, to prevent impeding personnel access/egress and emergency response, using a high temperature line that meets the noncombustibility test requirements contained in reference (e). When using steel wire rope, or other potentially abrasive material, an anti-chafing material shall be used to prevent damage of the temporary service line. When available, temporary service lines may be run through the ship’s structural elements (i.e., cable ways, light stanchions, etc.). When the routing of temporary services overhead is not practicable, temporary services, rigging of hoses, welding leads, and temporary lights shall be clear of the decks on temporary “trees” or brackets and be arranged to minimize tripping and other hazards."

"3.2.3.5 Quick Disconnect Fittings. QDFs shall be located within 10 feet of designated vertical and horizontal fire zone boundaries. When practicable, QDFs shall be installed within 10 feet of hull penetrations used for personnel access, to facilitate the deployment of smoke control curtains. QDFs must be capable of

8 (Rev-0) being disconnected safely on pressurized or energized systems unless approved for use as described in paragraph 3.2.3.7. Pressurized and disconnected QDFs must prevent wetting of energized equipment. For hull openings used for services only, QDFs are not required, provided the opening is fitted with an air and smoke control “sock” that remains in place around the services. Air and smoke control curtains are not intended to provide an air tight seal of the hull opening. Rather, the curtains or socks, are to ensure that emergency responders can control the flow of air and smoke through the opening to allow for de-smoking of compartments, and minimize “chimney” effects. Curtains shall be made of fire resistant fabric meeting the requirements of NFPA 701."

"3.2.3.7 Service lines crossing fire zone boundaries. When service lines transit a fire zone boundary which cannot be safely disconnected locally (e.g., high voltage cables), the COR shall approve, in advance, the method to safely secure and remove the service."

3.7.4 SFLC Standard Specification 6310.

3.7.4.1 On page 2, replace REFERENCE “MIL-PRF-24667C, May 2008, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application” with “MIL-PRF-24667D, FEB 2021, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application”

3.7.4.2 On page 9, replace the NOTE under paragraph 3.1.8.5 as follows:

NOTE

De-ionized water may be used in cases where available fresh water has excessive chloride/chlorine content. Submit a CFR prior to using de-ionized water.

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.

9 (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 mfg.

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 mfg.

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

NAME OF CG REPRESENTATIVE SIGNATURE UNIT DATE/TIME

10 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL #

WORK ITEM

Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat.

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER COAT,

BARRIER COAT, TOP COAT,

ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFACE AMBIENT ΔT

| DP -

SURFACE |

11 (Rev-0)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

LOCATION OF WORK (FRAME REFERENCES) AREA (SQFT)

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

PLACE SURFACE PROFILE REPLICA TAPES IN THE SPACES PROVIDED BELOW, TO SERVE AS

PERMANENT QA RECORD. MAINTAIN A SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS

DIVIDED INTO SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:

NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE /

TIME

12 (Rev-0)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2