ATTACHMENT__2_SPECIFICATION_KISKA_(WPB_110B)_DD_REV2_FY17_121616.pdf
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- Attached to
- USCGC KISKA DRYDOCK & REPAIRS Federal contract opportunity
- Solicitation number
- HSCG80-17-Q-P45306
About this file
Attachment #2: Statement of Work (Spec for USCGC KISKA DD)
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| SF30_AMEND_A00003_RFQ_HSCG80-17-Q-P45306_KISKA_DD.pdf | ||
| REV2_SPECIFICATION__FOR_KISKA_020817.pdf | ||
| SF30_AMEND_A00002_RFQ_HSCG80-17-Q-P45306_KISKA_DD.pdf | ||
| ATTACHMENT_1_SCHEDULE_FOR_KISKA_REVISED_013117.xls | XLS spreadsheet | |
| ATTACHMENT__3_SOLC_USCGC_KISKA_DD_012517.doc.pdf | ||
| COMBINED_SYNOPSIS_SOLC_USCGC_KISKA_DD.pdf | ||
| ATTACHMENT_1_SCHEDULE_FOR_KISKA.xls | XLS spreadsheet |
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USCGC KISKA (WPB 1336)
SPECIFICATION FOR DRYDOCK REPAIRS
FY2017
Developed By: Sean D Erickson
(Rev-2, 12 December 2016)
USCGC KISKA (WPB-110B) DRYDOCK AVAILABILITY FY2017
ii (Rev-2)
TABLE OF CONTENTS
Revisions Record .......................................................................................................................................... iv Consolidated List of References .................................................................................................................... v Consolidated List of Government-furnished Property ................................................................................. xi Consolidated List of Critical Inspection Items ............................................................................................ xv Principal Characteristics ............................................................................................................................. xvi General Requirements WORK ITEM 1: Hull Plating (U/W Body), Inspect WORK ITEM 2: Aluminum Hull and Structural Repairs - 1/4" Plate WORK ITEM 3: Aluminum Hull and Structural Repairs - 3/16" Plate WORK ITEM 4: Aluminum Hull and Structural Repairs - 5/16" Plate WORK ITEM 5: Hull and Structural Plating Repairs -Crack (Aluminum) WORK ITEM 6: Hull and Structural Plating Repairs - Crack (Steel) WORK ITEM 7: Hull and Structural Plating Repairs - Eroded Weld (Aluminum) WORK ITEM 8: Steel Hull and Structural Plating Repairs (5-Pound) WORK ITEM 9: Steel Hull and Structural Plating Repairs (7.0 Pound, 7.5-Pound or 7.65-Pound) WORK ITEM 10: Steel Hull and Structural Plating Repairs, Corrugated Plate (4.0-Pound) WORK ITEM 11: Hull and Structural Plating Repairs (6.0-Pound or 5.63-Pound) WORK ITEM 12: Hull and Structural Plating – 10.0-Pound Steel, Repair WORK ITEM 13: Appendages (U/W), Leak Test WORK ITEM 14: Appendages (U/W) - Internal, Preserve WORK ITEM 15: Tanks (Mp Fuel Stowage And Overflow), Clean And Inspect WORK ITEM 16: Voids (Non-Accessible), Leak Test WORK ITEM 17: Tanks, Air Test WORK ITEM 18: Tanks (Potable Water), Clean and Inspect WORK ITEM 19: Tanks (Dirty Oil and Waste), Clean and Inspect WORK ITEM 20: Main Diesel Engine, Renew WORK ITEM 21: Main Reduction Gear Assembly, Renew WORK ITEM 22: Propulsion Shafting, Remove, Inspect, and Reinstall WORK ITEM 23: Mechanical Shaft Seal Assemblies, Overhaul WORK ITEM 24: Propulsion Shaft Bearings (External), Renew WORK ITEM 25: Propulsion Shaft, Stern Tube Forward Bearing, Renew WORK ITEM 26: Propulsion Shaft, Forward Bearing Housing, Renew WORK ITEM 27: Exhaust Piping System, Inspect WORK ITEM 28: Sw Heat Exchangers; Clean, Inspect And Hydro WORK ITEM 29: Ship Service Diesel Generators (Cat), Both, Renew WORK ITEM 30: Speed Doppler, Remove, Inspect, and Reinstall - Doppler Valve, Overhaul WORK ITEM 31: Sea Valves and Waster Pieces, Overhaul or Renew WORK ITEM 32: Sea Strainers (All Sizes), Renew WORK ITEM 33: Steering Gear (General), Overhaul WORK ITEM 34: Rudder Assembly, Remove, Inspect and Reinstall WORK ITEM 35: Fin Stabilizers (General), Overhaul WORK ITEM 36: Grey Water Holding Tank(s), Clean and Inspect WORK ITEM 37: Sewage Holding Tank(s), Clean and Inspect WORK ITEM 38: Grey Water Piping, Clean and Flush WORK ITEM 39: Sewage Piping, Clean And Flush WORK ITEM 40: Forward Void, Preserve WORK ITEM 41: Bilge Surfaces, Preserve WORK ITEM 42: Stern Tube Interior Surfaces, Preserve 100% iii (Rev-2)
WORK ITEM 43: Superstructure, Preserve “100%” WORK ITEM 44: Impressed Current Cathodic Protection System, Inspect and Maintain WORK ITEM 45: Impressed Current Cathodic Protection System Anodes, Renew WORK ITEM 46: Impressed Current Cathodic Protection System Reference Cells, Renew WORK ITEM 47: Impressed Current Cathodic Protection System Dielectric Shield (Capastic Fairing), Renew WORK ITEM 48: CAPAC Anode Assembly, Renew WORK ITEM 49: Drydock WORK ITEM 50: Temporary Services, Provide - Cutter WORK ITEM 51: Hull Plating (Side Scan), Ultrasonic Testing WORK ITEM 52: Tanks (Dirty Oil), Preserve “100%” WORK ITEM 53: Tanks (Grey Water Holding), Preserve “100%” WORK ITEM 54: Tanks (Sewage Collection), Preserve “100%” WORK ITEM 55: Sea Trial Performance, Support, Provide WORK ITEM 56: U/W Body, Preserve (“100%”) Used with Side Scan) WORK ITEM 57: Hull Plating Freeboard, Preserve “100%” WORK ITEM 58: Forward Peak Compartment, Preserve WORK ITEM 59: Aft Steering Compartment, Preserve and Insulate WORK ITEM 60: AMIO Awning, Install WORK ITEM 61: Fire Hose Racks, Install WORK ITEM 62: Ventilation System(s), Commercial Cleaning WORK ITEM 63: Voids (Non-Accessible) Internal Surfaces, Preserve WORK ITEM 64: Hull, Structural Closures, Renew (CSMP 2017001-002) WORK ITEM 65: Grey Water Piping, Renew WORK ITEM 66: Sewage Piping, Renew WORK ITEM 67: HVAC, Renew WORK ITEM 68: Structural Analysis, 3D Laser Scan, Perform WORK ITEM 69: Propellers; Remove, Inspect, and Reinstall iv (Rev-2)
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-2)
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 110 WPB 074-002, Welding Details Handbook
Coast Guard Drawing 110B WPB 085-001, Rev A, Tank Capacity Curves
Coast Guard Drawing 110 WPB 085-010, Rev C, Docking Plan
Coast Guard Drawing 110B WPB 085-012, Rev A, Booklet of General Drawings (Supersedes 110B-
WPB-085-7)
Coast Guard Drawing 110 WPB 111-003, Rev H, Shell Expansion
Coast Guard Drawing 110B WPB 113-001, Rev K, Inner Bottom Plating
Coast Guard Drawing 110 WPB 114-001, Rev B, Stern Flap
Coast Guard Drawing 110 WPB 114-002, Rev A, Spray Rail
Coast Guard Drawing 110B WPB 117-001, Rev H, Transverse Sections (Frames 0 thru 4)
Coast Guard Drawing 110B WPB 121-001, Rev D, Longitudinal Bulkheads
Coast Guard Drawing 110B WPB 131-001, Rev J, Deck Construction Plan
Coast Guard Drawing 110B WPB 151-005, Rev F, Superstructure Details
Coast Guard Drawing 110 WPB-151-006, Rev D, Superstructure FDN Layout and Location Plan
Coast Guard Drawing 110 WPB-151-008, Rev E Superstructure Details
Coast Guard Drawing 110B WPB 161-001, Rev C, Main Shaft Strut Details
Coast Guard Drawing 110B WPB 161-002, Rev D, Main Shaft Strut Installation
Coast Guard Drawing 110B WPB 161-003, Rev C, Intermediate Shaft Strut Details
Coast Guard Drawing 110B WPB 161-004, Rev C, Intermediate Shaft Strut Installation http://www.assistdocs.com/search/search_basic.cfm http://www.uscg.mil/directives/default.asp http://www.gpoaccess.gov/ http://www.awspubs.com/index.php http://www.techstreet.com/ http://www.nfpa.org/ http://shopping.netsuite.com/sspcmarketplace vi (Rev-2)
Coast Guard Drawing 110C WPB 161-005, Rev G, Stern Tube Installation Details
Coast Guard Drawing 110B WPB 163-002, Rev C, Auxiliary Sea Chest Details
Coast Guard Drawing 110C WPB 167-013, Rev A, 24"X 24", Alum, 4 Dog, Quick Acting, Flush Mount, Weather Tight Hatch
Coast Guard Drawing 110 WPB 183-001, Rev C, Generator Resilient Mount Installation
Coast Guard Drawing 110B WPB 201-002, Rev A, Propulsion Configuration
Coast Guard Drawing 110 WPB 201-003, Rev C, Machinery Arrangement
Coast Guard Drawing 110B WPB 233-001, Rev A, Main Engine Bolting & Pads
Coast Guard Drawing 110B WPB 233-002, Rev B, Remote Emergency Main Engine Shutdown
Coast Guard Drawing 110B WPB 241-001, Rev A, Reduction Gear Bolting & Chocking
Coast Guard Drawing 110B WPB 243-002, Rev F, Propulsion Shafting and Details
Coast Guard Drawing 110B WPB 243-005, Rev B, Shaft Locking Device
Coast Guard Drawing 110 WPB 243-006, Rev C, Propulsion Shaft Details
Coast Guard Drawing 110B WPB 245-002, Rev B, Assembly of Oil Injection Equipment
Coast Guard Drawing 110 WPB 245-004, Rev A, Propeller Details
Coast Guard Drawing 110B WPB 256-001, Rev G, Main Engine SW Cooling System A&D
Coast Guard Drawing 110B WPB 256-003, Auxiliary Seawater Cooling Arrangement and Details
Coast Guard Drawing 110B WPB 256-004, Rev A, Mods to SW Cooling Incidental to Install of Charge
Air Cooler Diverter
Coast Guard Drawing 110B WPB 259-001, Rev D, Main Engine Exhaust Piping System
Coast Guard Drawing 110B WPB 259-002, Rev D, Genset Exhaust Piping System
Coast Guard Drawing 110 WPB 259-005, Rev C, 18” Raw Water Discharge Spray Ring Assembly w/
Companion Flanges & Gaskets
Coast Guard Drawing 110 WPB 259-006, Rev D, MDE 8” Exhaust Flapper Valve Assembly
(w/Companion Flanges & Gaskets)
Coast Guard Drawing 110C WPB 320-001, Rev C, Ships Service Power 1-Line Diagram
Coast Guard Drawing 110 WPB 501-001, Rev J, Piping System Schematics
Coast Guard Drawing 110C WPB 514-002, HVAC System Upgrade
Coast Guard Drawing 110 WPB 526-001, Rev D; Scuppers & Deck Drains Piping Arrangement
Coast Guard Drawing 110 WPB 528-001, Rev B, Sewage Piping A&D (1301)
Coast Guard Drawing 110B WPB 528-002, Rev E, Sewage Piping Arrangement & Details
Coast Guard Drawing 110B WPB 558-001, Rev K, Vent, Fills and Sound Tube Details
Coast Guard Drawing 110B WPB 561-001, Rev A, Steering System Details
Coast Guard Drawing 110B WPB 561-004, Rev B, Steering System Details – Piping
Coast Guard Drawing 110C WPB 562-001, Rev G, Rudder Details (Stock & Blade Details)
Coast Guard Drawing 110C WPB 565-001, Rev D, Fin Stabilization System (Struct Locs & Dets)
Coast Guard Drawing 110B WPB 565-002, Rev B, Fin Stabilization Dets - Piping
Coast Guard Drawing 110C WPB 581-002, Rev B, Anchor HDLG and Hawse Pipe Details
Coast Guard Drawing 110B WPB 601-027, Rev F, Outboard Profile and Weather Decks
Coast Guard Drawing 110B-WPB-602-2, Rev D, Visual Identification
Coast Guard Drawing 110B WPB 604-001, Rev B, Door and Hatch Key Plan & Lock Layout
Coast Guard Drawing 110 WPB 613-001, Canopy for Alien Migrant Interdiction Operations (AMIO) vii (Rev-2)
Coast Guard Drawing 110B WPB-621-004, Rev E, JNR Work Details-Superstructure (Superst BHD
Layout)
Coast Guard Drawing 110B WPB 633-001, Rev A, Cathodic Protection Plan and Details
Coast Guard Drawing 110B WPB 633-002, Rev C, Cathodic Protection Installation, Schematic, & Layout
Coast Guard Drawing 110 WPB-635-001, Rev D, Linings & Insulation Plan & Details
Coast Guard Drawing 110 WPB 636-001, Rev A, Noise Damping Details
Coast Guard Fleet Drawing FL 2804-12, , U.S.C.G. Emblem
Coast Guard Fleet Drawing FL 2804-22, , Consolidated Visual ID for Cutters
Coast Guard Yard Drawing 110B WPB 514-001, Rev F, Air Conditioning/Heating System (Schematic)
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors
Manual
Coast Guard Technical Manual (TP) 3223, May 1985, SWBS 420, Section G, Doppler Service Manual
Coast Guard Technical Publication (TP) 2924, Jun 1990, General Information Book and Operating
Manual for USCG 110 Foot Patrol Boat, Annex 1B, Propeller Renewal Procedure
Coast Guard Technical Publication (TP) 3094, Jan 2002, Manufacturer’s O&M Instruction Book, Paxman
Diesels Limited
Coast Guard Technical Publication (TP) 3095, Jul 2005, Manufacturer’s O&M Instruction Book, Paxman
Diesels Limited
Coast Guard Technical Publication (TP) 3096, Jan 2001, Main Diesel Engine and Reduction Gear
Coast Guard Technical Publication (TP) 3220, May 1993, Manufacturer’s Instruction Book - SWBS
Group 311, Ships Service Diesel Generator
Coast Guard Technical Publication (TP) 3495, May 2002, Chapter 243, Installation Duramax Shaft Seal
System
Coast Guard Technical Publication (TP) 3906, Oct 2008, Ship's Steering Gear System
Coast Guard Technical Publication (TP) 3907, Feb 2007, SWBS 565, Ship's Fin Stabilizing System
Coast Guard Technical Publication (TP) 4655, Aug 2007, Section 633-A, Cathodic Protection System
Coast Guard Technical Publication (TP) 4927, May 2009, Air Conditioning System
Coast Guard Technical Publication (TP)-4666, Feb 2008, Steering System
NAVSEA Drawing 7379842, Rev A, Procedure & Welding Sequence for Non-Ballistic, Watertight &
Airtight Quick Acting or Individually Dogged Personnel Doors
Requirements for Preservation of Ship’s Structures
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General
Requirements
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and
Allied Processes
Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2014, Overhaul AC
Electrical Motors
Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2014, Auxiliary
Machine Systems
Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2014, Clean
Shipboard Ventilation Systems
Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, viii (Rev-2)
Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2014, Drydocking
Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary
Services
Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2014, Temporary
Hull Accesses
OTHER REFERENCES
American National Standards Institute/American Society of Mechanical Engineers (ANSI/ASME), B4.1-
1967, (reaffirmed 2009), Preferred Limits and Fits for Cylindrical Parts
American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2011, Disinfection of Water-Storage Facilities
American National Standards Institute/NSF International (ANSI/NSF) 61, 2015, Drinking Water System
Components - Health Effects
American Society for Nondestructive Testing (ASNT) SNT-TC-1A, 2006, Recommended Practice for
Nondestructive Testing Personnel Qualification and Certification
American Society for Testing and Materials (ASTM) A36, 2003, Standard Specification for Carbon
Structural Steel
American Society for Testing and Materials (ASTM) B280, 2002, Standard Specification For Seamless
Copper Tube For Air Conditioning And Refrigeration Field Service
American Society for Testing and Materials (ASTM) B466, 1998, Standard Specification for Seamless
Copper-Nickel Pipe and Tube
American Society of Mechanical Engineers (ASME) B16.22, 2002, Wrought Copper and Copper Alloy
Solder Joint Pressure Fittings
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) D4138, 2013, Standard Practices for Measurement of Dry Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means
ASTM International (ASTM) D5363, 2008; Standard Specification for Anaerobic Single-Component
Adhesives (An)
ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates
ASTM International (ASTM), D3951, Re-approved 2004, Standard Practice for Commercial Packaging
Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting
Commercial Item Description (CID) A-A-59588, 2013, Rubber Silicone
Commercial Item Descriptions (CID) A-A-59323 A, 2005, Cloths, Cleaning, Low-Lint
DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems
Engineering Change Approval 110-C-150 (ECA 110-C-150), 8 SEPT 2009, Installation of Alien Migrant
Interdiction Operations Awning
Federal Specification (Fed Spec) HH-P-151, Mar 1991, Packing; Rubber-Sheet, Cloth-Insert
Federal Specification (Fed Spec) QQ-N-281, Oct 1985, Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections
Federal Standard (FED-STD) 595, 2008, Colors Used In Government Procurement
Institute of Electrical and Electronic Engineers (IEEE), Standard 45, 2002, Recommended Practice for
Electrical Installations on Shipboard ix (Rev-2)
International Organization for Standardization (ISO) 484/2, 1981, Shipbuilding - Ship Screw Propeller -
Manufacturing tolerances - Part 2: Propellers of Diameter Between 0.80 and 2.50m, Inclusive
International Standard Organization (ISO) 4406, 1999, Hydraulic Fluid Power – Fluids – Method for
Coding Level of Contamination by Solid Particles
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, 2003 Edition, Bronze Gate, Globe, Angle and Check Valves
Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2008 Edition, Bronze Gate, Globe, Angle and Check Valves
MIL PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut Back, Cold Application
MIL-A-22262, Mar 1996; Abrasive Blasting Media Ship Hull Blast Cleaning
MIL-A-24456, Jun 1979, Adhesive for Plastic-Vibration Damping Tile
MIL-G-6032D(1), Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code #G-636
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-24647, Apr 2013, Paint System, Anticorrosive and Antifouling, Ship Hull
MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant
MIL-S-8660C(2), Silicone Compound, NATO Code # S-736
MIL-STD-2148, Oct 1989, Vibration Damping Materials, Procedures for Installation, Maintenance, and
Repairs
Naval Ships Systems Command Drawing 803-2145518, Rev G, Sprayshields for Mechanical Joints
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, 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), 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), January 2015, Paint Application Specification No. 2 (PA-2), Procedure for Determining Conformance to Dry Coating Thickness Requirements
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.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, 2007, Near-White Blast Cleaning x (Rev-2)
Vosper Thornycroft Technical Bulletin No. 49, Jul 1992, Procedure for Fitting New Tiller Rod Eye
Bearings to Actuators and Removing Redundant Grease Hose On BMS Island Class USCG Cutters xi (Rev-2)
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)
20 Y Paxman Valenta
Diesel Engine –
Model 16RP200M
NSN: 2815-99-739-4949 2 ea. 368,000.00
20 Y Engine Mounts NSN: 5340-99-737-1267 4 ea. 1,791.96
20 Y Engine Mounts NSN: 5340-99-735-6320 4 ea. 1,791.96
20 N Engine Install Kit NSN: 2815-01-481-1241 2 ea. 4,300.00
20 Y Lift Bracket &
Engine Stands
2 ea. 20,000.00
21 Y Reduction gear assembly – ZF Model
BW 1500
NSN: 3010-99-741-9566 2 ea. 79,179.00
21 Y Flex coupling –
American Vulkan
NSN: 3010-99-735-6322 2 ea. 11,337.00
21 N Soft Patch Kit (Aft
Half) - Shuster
P/N: 110-SPKB 2 ea. 659.78
22 N **4" Diameter x 28'
Long, Aquamet-17 propulsion shaft
NSN: 2010-01-445-7940 2 ea. 8,700.00
22 N *Oil Injection
Equipment Kit
N/A 1 set 6,000.00
23 N Shaft seal assembly kit
NSN: 5330-01-497-8095 2 ea. 859.48
23 N **Shaft seal assembly
NSN: 4320-01-497-8057 2 ea. 3,111.84
23 N Emergency Shaft
Seal Inflator Kit
NSN: 5330-01-497-9866 2 ea. 175.00
24 N Main Shaft Strut
Bearing, Bronze and rubber cutlass bearing, 4" ID x 5"
OD x 16” Long
NSN: 3120-01-222-3927 2 ea. 200.00
24 N Intermediate Shaft
Strut Bearing, Bronze and rubber cutlass bearing, 4" ID x 5"
OD x 16” Long
NSN: 3120-01-222-3927 2 ea. 200.00
25 N Stern Tube Bearing, Bronze and Rubber cutlass bearing, 4" ID x 5" OD x 8”
NSN: 3120-01-238-0689 2 ea. 150.00 xii (Rev-2)
Long
26 N **Forward Bearing
Housing
NSN: 3130-01-442-2863 2 ea. 2,472.11
27 N **Port spray ring NSN: 2990-01-475-9621 1 ea. 1,584.00
27 N **Starboard spray ring
NSN: 2990-01-475-9620 1 ea. 1,584.00
27 N **Port 8” flapper valve
NSN: 4810-01-475-8648 1 ea. 2,072.00
27 N **Starboard 8” flapper valve
NSN: 4810-01-475-8415 1 ea. 2,072.00
27 N MDE gasket kit NSN: 5330-01-475-8157 2 ea. 389.45
27 N MDE gasket kit NSN: 5330-01-475-8169 2 ea. 312.52
27 N Exhaust gasket kit NSN: 5330-01-475-8804 4 ea. 128.24
27 N Turbo Charger gasket NSN: 5330-01-424-6806 2 ea 283.01
27 N Expansion bellows and flower pot to bellows
NSN 5330-01-394-8528 6 ea 96.84
27 N Softpatch Kit NSN: 2040-01-469-1629 1 kit 1812.37
29 Y Caterpillar
Engine/Kato
Generator
NSN: 2920-01-F10-1739 2 ea. 27,000.00
29 N Engine Resilient
Mount
NSN: 5340015970654 PN:
50231
4 ea. 158.00
29 N Generator Resilient
Mount
NSN: 2990015973399
PN:50232
4 ea. 138.14
30 N ***CELZ-SRD-331
Doppler speed log
NSN: 5845-01-302-4161 1 ea. 3,255.08
32 Y **2 ½” Duplex
Strainer
NSN: 4730-01-394-9731/72-
42F
4 $3817.00
32 Y **4” Duplex Strainer NSN: 4730-01-173-1413/
72-48F
4 $7088.27
32 Y **1 1/2” Duplex
Strainer
NSN: 4730-01-600-9049/72-
38F
1 $2648.00
34 Y **Rudder NSN: 2040-01-223-2674 2 ea. 25,000.00
34 N **Lower Rudder
Bearing
NSN 3120-01-477-8696 2 ea. 1,364.00
35 N Spherical Roller
Bearing
NSN: 3110-00-902-7288 2 ea. 314.80
35 N Spherical Roller
Bearing
NSN: 3120-99-806-7289 4 ea. 221.07
35 N Bolt, Trunnion, Special
NSN: 5325-01-394-7933 4 ea. 367.67
35 N Tiller Pin (Bolt) NSN: 5306-99-538-1451 4 ea. 145.44
35 N Tiller Spacer Flange
Bush
NSN: 5365-99-807-4040 4 ea. 163.73
35 N Trunnion Spacer
Flange Bush
NSN: 3120-01-396-1724 4 ea. 159.25
35 N Circlip NSN: 5365-99-902-2593 8 ea. 2.76
35 N Fin 25/32 Washer NSN: 5310-99-538-1450 4 ea. 4.44
35 N Actuator seals NSN: 5330-99-729-7570 4 ea. 128.87 xiii (Rev-2)
35 N Fin Rod Eye
Bearings (Assy)
NSN: 3120-01-377-1940 4 ea. 1,190.95
35 N Rod Eye Lock nut NSN: 5310-01-468-7665 4 ea. 23.76
35 N Tiller Pin nylock nut NSN: 5315-01-485-3148 4 ea. 20.86
35 Y **Fin Stabilizer assembly
NSN: 2040-99-726-4768 2 ea. 19,987.00
35 N **Fin Stabilizer
Lower
Bearing/Bushing
NSN: 3120-99-726-2345 2 ea. 1,091.25
35 N Fin Stabilizer Cooler NSN: 4420-99-820-3141 2 ea. 706.71
35 N Fin Stabilizer Sealing
Kit consists of (5) pre-cut rings of Slade
3300 packing material
(DELAMAR)
NSN: 2040-01-566-3198 2 ea. 499.80
37 N **Transmitter, Liquid Quantity
NSN: 6680-01-233-9518 1 ea. 1,458.91
37 N Non-Return Flapper
Valve
NSN: 4820-01-217-8241 1 ea. 40.54
45 N Anode, rectangular, platinum, 25/40 A
Siemens Water
Technologies W3T105296
(Electrocatalytic 50825)
NSN:5340-01-206-2354
2 ea. 5,511.96
46 N Reference electrode, silver & silver chloride
Siemens Water
Technologies W3T105054
(Electrocatalytic 35754D)
NSN 5977-01-203-7800
2 ea. 3,647.23
48 N Anode NSN 5340-01-206-2354 1ea. 4163.00
49 Y *Transducer Cover
Plate
N/A 1 ea. 50.00
59 N Sound Damping
Tiles
NSN: 9330-01-249-8427 4 boxes 446.00
61 N Hose Assembly, Non-metallic, Firefighting
NSN: 4210-01-143-1404 20 ea. 199.69
64 N 6 Dog, Port Light, Quick Acting, Weathertight, 26”x54”, Aluminum, Right Hand Door
NSN: 2040-01-297-2213 1 ea. $2,611.94
64 N 6 Dog, Port Light, Quick Acting, Weathertight, 26”x54”, Aluminum, Left Hand Door
NSN: 2040-01-304-6448 1 ea. $2,367.95
64 N 4 Dog, Quick Acting, Weathertight, 24”x24”, Aluminum, Flush Mount Hatch
NSN: 2040-01-298-5741 1 ea. $2,274.56 xiv (Rev-2)
67 N HVAC upgrade kit ( includes compressor, compressor control box, condenser, water regulating valve and 5 air handlers)
NSN: 4121-01-F02-8425 1 ea. 25,000.00
67 N Digital thermostat Honeywell P/N
T8400C1008
5 ea. 500.00
69 Y **Propeller, LH NSN: 2010-01-222-2440 1 ea. 23,445.00
69 Y **Propeller, RH NSN: 2010-01-222-2441 1 ea. 22,800.00 *Government-loaned property, which shall be returned to the vessel upon completion of the availability.
**New or refurbished equipment that the Government may provide for installation in place of existing equipment.
***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter xv (Rev-2)
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
13 Appendages (U/W), Leak Test
15 Tanks (Mp Fuel Stowage And Overflow), Clean And Inspect
16 Voids (Non-Accessible), Leak Test
17 Tanks, Air Test
22 Propulsion Shafting, Remove, Inspect, and Reinstall
34 Rudder Assembly, Remove, Inspect and Reinstall
35 Fin Stabilizers (General), Overhaul
41 Bilge Surfaces, Preserve
44 Impressed Current Cathodic Protection System, Inspect and Maintain
56 U/W Body, Preserve (“100%”) Used with Side Scan)
58 Forward Peak Compartment, Preserve
59 Aft Steering Compartment, Preserve and Insulate
69 Propellers; Remove, Inspect, and Reinstall xvi (Rev-2)
PRINCIPAL CHARACTERISTICS
110’ WPB (B-CLASS)
PHYSICAL
Length overall 110' 0" or 113' if stern flap present
Length between perpendiculars 104' 1/2"
Depth 10' 1/2"
Beam, molded 21' 3"
Depth, molded N/A
Full load draft 6' 5-3/4"
Height of highest projection 55'
Full load displacement 165 long tons
Anchor 150 lb Danforth with 450 ft. 3" nylon rope
Shore tie voltage requirements 450VAC 400A 3PH, 60Hz ungrounded
HULL
Hull BS-4360, GR 43A Steel
Main weatherdeck & superstructure 5086 Aluminum Alloy
Frame spacing Various
Bulkheads Seven watertight transverse
Fin stabilizers Frame 22-1/2
MACHINERY
Main propulsion Two Paxman Type 16 RP200M (Valenta) V-16 Diesel; 2880 BHP each @ 1500
RPM (max)
Reduction gears Two ZF Model BW 1500 reversible reduction gearboxes; 1.839:1 ratio
Number of propellers 2
Number of blades 5
Diameter of propeller 49.6"
Pitch 61.4"
Rpm N/A
Shaft AQUAMET 17
Shaft diameter 4"
Shaft seal Johnson Duramax split face seal
Shaft bearings Rubber Cutless or Thordon
Rudders Twin underslung type, 5 sq ft each
Ship's service generators Two Caterpillar Type 3304BT diesel; 99KW, 460V, 60Hz, 3-phase, 3-wire @ 1800
RPM
TANK
Fuel oil (95%) 9,306 gal.
Fresh water (100%) 940 gal.
Lubricating oil (95%) 109 gal.
1 (Rev-2)
00000_0316_FLT
REC_00000_FLT_Commercial Project @ Contractor’ Facility (1212)
General Requirements
1. SCOPE
1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed at a commercial contractor’s facility for Coast Guard vessels.
1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and
'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is
Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.
2. REFERENCES
COAST GUARD DRAWINGS
None
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General
Requirements
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and
Allied Processes
Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures
OTHER REFERENCES
None
3. REQUIREMENTS
3.1 General. The Contractor shall conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability.
NOTE
The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.
2 (Rev-2)
3.2 Contractor-provided fire watch personnel. The Contractor shall provide fire watch personnel and equipment.
3.3 Preservation requirements. The Contractor shall accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.
3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec
6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).
3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior).
NOTE
Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes
(provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.
3.4 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and NDI in accordance with SFLC Std Spec 0740.
3.5 Environmental protection requirements. The Contractor shall adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:
3.5.1 Contractor operated (non USCG) facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at
Contractor Operated (Non USCG) Facilities, as applicable, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.
3.5.2 Test and procedures. The Contractor shall be required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work shall be done by qualified laboratories; and where required by law, the laboratories shall be certified.
3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The
Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility
Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System
(NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.
3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste
Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the
Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, 3 (Rev-2) and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas;
ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the
Environmental Records binder and required documentation, including environmental permits compliance and close-out.
3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix A, Requirements For
Environmental Protection At Contractor Operated (Non USCG) Facilities for HW disposal.
3.6 Local Policy. None.
3.7 SFLC standard specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2014 Edition Standard Specifications and supersede published content:
3.7.1 SFLC Standard Specification 6310, Requirements for Preservation of Ship Structures.
3.7.1.1 SFLC Std Spec 6310, page C-2, Section C1.5.1. Change from "lead-containing paint as 0.06%" to "lead-containing paint as 0.009%".
3.7.1.2 SFLC Std Spec 6310, page 4, Section 2 References, Group- Other References. Add “The Society for
Protective Coatings (SSPC) Paint Application Guide No. 11, 2008, Protecting Edges, Crevices, and Irregular Steel
Surfaces by Stripe Coating”
3.7.1.3 SFLC Std Spec 6310, page Appendix C-6, add "Hempel Hempadur Multi-Strength GF 35870" with FED-
STD-595 color "Black/Red" under ANTI-ABRASION COATING, ICE BREAKING CAPABLE VESSELS, <235’.
3.7.1.4 Standard Spec 6310, page Appendix A-7, Under "UNDERWATER (U/W) BODY/BOOT-TOP", Add line
Column 1: Option for U/W Body and Boot-Top, Steel Hulls, <154', in Salt Water. Column 2: Blank. Column 3:
SSPC-SP 10/NACE NO. 2 using grit conforming to MIL-A-22262 / (1.5-3.5) - or - SSPC-SP WJ-2(M)/NACE
WJ-2(M). Columns 4 and 5: Same as "U/W Body and Boot-Top, Aluminum Hull, High Speed (>30 knots)".
3.7.2 SFLC Standard Specification 0000 General Requirements.
3.7.2.1 SFLC Std Spec 0000, paragraph 1.3 ‘Acronyms and term definitions’, page 5, “PCL (Paint Containing
Lead)” definition replaced by, “Any paint or coating containing lead in excess of 0.009 percent by weight (1.0 mg/cm2 or 90 ppm). Lead Based Paint (LBP) is an interchangeable term with PCL.”
3.7.2.2 Change Std Spec 0000 paragraph 3.2.4.2.3(QP 1 inspector or tech rep duties) bullet, “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph
3.1.19 of SFLC Std Spec 6310 (Critical drying time requirements)).” to “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.17 of SFLC
Std Spec 6310 (Critical drying time requirements)).”
4 (Rev-2)
4. NOTES
4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.
5 (Rev-2)
QA-1 - QUALITY ASSURANCE INSPECTION FORM
(PRESERVATION CHECKLIST)
VESSEL NAME HULL # WORK ITEM # WORK ITEM TITLE
LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)
CHECKPOINT 1 – COATING SYSTEM COMPLIANCE
Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.
CHECKPOINT 2 - PAINT STORAGE
Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfgr.
CHECKPOINT 3 - AMBIENT CONDITIONS
Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).
Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).
Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfgr.
CHECKPOINT 4 - PRE-SURFACE PREPARATION
Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.
Verify equipment setup, blast media, and surface preparation methods match designated test coupon.
CHECKPOINT 5 - SURFACE PREPARATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).
Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.
Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).
CHECKPOINT 6 - PRIMER COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Verify proper mixing and stand-in (induction) times.
Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.
Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).
Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.
Brush out all runs, sags, drips, and puddles.
Perform visual inspection for holidays and other defects.
CHECKPOINT 7 – STRIPE COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure overcoating window is as per manufacturer’s instructions.
After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).
CHECKPOINT 8 – TOP COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure overcoating window is as per manufacturer’s instructions.
Verify proper mixing and stand-in (induction) times, as applicable.
Verify wet film thickness at random, to prevent under or over application.
Brush out all runs, sags, drips, and puddles.
CHECKPOINT 9 – FINAL INSPECTION
Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.
Ensure that system cure is in accordance with manufacturer's recommendation for intended service.
Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.
For immersion coatings (including tank U/W body), record date and time of the following events:
Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____
CHECKPOINT 10 – RECORD KEEPING
Complete, sign, and submit all provided QA Inspection Forms.
NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME
6 (Rev-2)
QA-2 - QUALITY ASSURANCE INSPECTION FORM
(ENVIRONMENTAL READINGS)
Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat.
DATE
TIME
ACTIVITY (SURFACE
PREPARATION, PRIMER COAT,
BARRIER COAT, TOP COAT,
ETC…)
LOCATION (FRAME &
DECK, RELATION TO
EQUIPMENT, ETC.)
TEMPERATURE % REL.
HUMID-
ITY
DEW
PT.
SURFACE AMBIENT ΔT
| DP -
SURFACE |
7 (Rev-2)
QA-3a - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)
SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)
MIN MAX MEAN
SSPC-SP-10/NACE No. 2
SSPC-SP WJ-1/NACE WJ-1
SSPC-SP WJ-2/NACE WJ-2
SSPC-SP WJ-3/NACE WJ-3
SSPC-SP WJ-4/NACE WJ-4
SSPC-SP-3
SSPC-SP-11
SSPC-SP-11 (inaccessible area)
Brush-blasting (non-metallic substrate)
ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:
Place surface profile replica tapes in the spaces provided below, to serve as permanent QA record. Maintain a separate log for each location. When an area is divided into separate sections, maintain a separate log for each section.
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:
8 (Rev-2)
QA-3b - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)
SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)
MIN MAX MEAN
SSPC-SP-10/NACE No. 2
SSPC-SP WJ-1/NACE WJ-1
SSPC-SP WJ-2/NACE WJ-2
SSPC-SP WJ-3/NACE WJ-3
SSPC-SP WJ-4/NACE WJ-4
SSPC-SP-3
SSPC-SP-11
SSPC-SP-11 (inaccessible area)
Brush-blasting (non-metallic substrate)
ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:
Record measurements taken in the spaces provided below, to serve as permanent QA record. Maintain separate log for each location. When an area is divided into separate sections, maintain a separate log for each section.
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Mean Reading
(mils)
Mean Reading (mils) IAW ASTM DD4417).
9 (Rev-2)
QA-4 - QUALITY ASSURANCE INSPECTION FORM
(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)
SOLUBLE SALT CONDUCTIVITY Measurements IAW SSPC-GUIDE 15.
DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)
10 (Rev-2)
QA-5 - QUALITY ASSURANCE DATA FORM
(COATING THICKNESS)
(Use one sheet for each sequence)
COATING MFG PRODUCT NAME
BATCH
INDUCTION
TIME
COATING SYSTEM SEQUENCE
(PRIMER/TOUCHUP/3RD COAT, ETC.)
Dry Film Thickness (DFT) Measurements IAW SSPC-PA 2.
SPOT 1 2 3 4 5
AVERAGE
VALUE
*BASE METAL READING
(BMR) Required, If Magnetic
Pull-Off (Type I/Banana) Gauge Is
Used.
LOCATION (FRAME REFERENCE):
SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS
1 AVG. BMR DEVIATION
3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS
AVG.
1 AVG. BMR DEVIATION
1 AVG. BMR DEVIATION
APPLICATION METHOD (AIRLESS, CONVENTIONAL SPRAY,
ROLLED)
AVERAGE DFT
11 (Rev-2)
11000_0815_FLT
REC_11000_UWHIB_FLT_110’ WPB ‘B’ Class (ALL) (0614)
WORK ITEM 1: Hull Plating (U/W Body), Inspect
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to inspect/survey the vessel’s Under Water (U/W) hull plating, including U/W appendages and coating system.
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 110 WPB 085-010, Rev C, Docking Plan/Lifting Cradle(110-
WPB,110B-WPB,110C-WPB)
Coast Guard Drawing 110 WPB 114-001, Rev B, Stern Flap
Coast Guard Drawing 110 WPB 114-002, Rev A, Spray Rail
Coast Guard Drawing 110B WPB 111-003, Rev H, Shell Expansion (Supersedes 110B-
WPB-111-1)
Coast Guard Drawing 110C WPB 562-001, Rev G, Rudder Details (Stock & Blade
Details)
Coast Guard Drawing 110C WPB 565-001, Rev D, Fin Stabilizer System (Struct Locs &
Dets)
COAST GUARD PUBLICATIONS
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements
OTHER REFERENCES
ASTM International (ASTM) D4138, 2013, Standard Practices for Measurement of Dry
Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning
Means
The Society for Protective Coatings (SSPC), January 2015, Paint Application
Specification No. 2 (PA-2), Procedure for Determining Conformance to Dry Coating
Thickness Requirements
12 (Rev-2)
3. REQUIREMENTS
3.1 General.
3.1.1 CIR.
None.
3.1.2 Tech Rep.
Not applicable.
3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.
3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std
Spec 0000, paragraph 3.3.5 (Interferences).
3.2 Inspection. The Contractor shall accompany the Underwater Hull Inspection Board (UWHIB) in the performance of the below inspection tasks, as applicable, using the drawings listed in
Section 2 (References) as guidance. The Contractor shall provide the following, to facilitate the
UWHIB in assessing the condition of the designated U/W hull components and systems:
A hull repair supervisor and a marker.
Temporary staging and other necessary equipment, as applicable, for ensuring safe access to all areas of the U/W hull.
NOTES
1. The COR will convene the UWHIB as soon as possible after the vessel has been dry-docked and before any work (except U/W hull cleaning/wash down) is performed on the U/W hull and appendages.
2. Some of the components and/or systems addressed in this work item may not be applicable to all vessel classes.
3.2.1 Hull plating.
3.2.1.1 The Contractor shall inspect the condition of the hull plating (including thruster tunnel plating, as applicable), for the presence of marine growth, deformation, and any evidence of major corrosion or electrolytic action.
3.2.1.2 The Contractor shall inspect the hull and keel areas, report on the condition of butt-welded seams, doubler plates, lap seams, and for any signs of damaged plating or unusual waviness in the plating.
3.2.2 Sea chests and all other cooling system intake components. The Contractor shall inspect all sea chests, tunnels, hull openings, and grates for general appearance, loose, damaged, or missing grates, loose or missing fasteners, condition of sea strainers and lockwire on bolts, marine growth
13 (Rev-2) on grating slots, and any obstructions in the openings that might prevent proper suction and discharge of water.
3.2.3 Rudders. The Contractor shall check general condition, condition around the drain plugs, and check for pitting, if any, on the leading and trailing edges.
3.2.4 Propeller and shaft associated components. The Contractor shall inspect the condition of propellers for signs of corrosion, pitting, erosion, fouling, cracks, dings, and nicks by side and blade; inspect fairwaters, rope guards, shafts, and mechanical seals - look for missing screws, physical damage to the blades, pitting, condition of dunce caps, and condition of securing devices.
3.2.5 Transducers. The Contractor shall check general condition for cuts, cracks, corrosion, and surface defects around the openings. Check transducer securing nuts for tightness, and inspect cables for chafing and other damage.
3.2.6 Zinc anodes.
3.2.6.1 The Contractor shall remove all marine growth and oxide coating from all hull, rudder, shaft strut, sea chest, z-drive, and thruster tunnel zinc anodes, or water jet drives anodes, as applicable, using a light-wire brush.
3.2.6.2 The Contractor shall visually inspect all zinc anodes; check the soundness of mounting strap and stud welds, missing fasteners, and percentage of remaining material.
3.2.7 Coating system inspections. The Contractor shall accomplish the below inspections, in conjunction with the underwater hull inspection conducted by the…
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