SPEC_SANIBEL_022117__(WPB_110A)_DD_FQ4_TKO_17R0.pdf
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USCGC SANIBEL WORK ITEM SPECIFICATIONS
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| REVISED_WORK_ITEM_LIST.xlsx | XLSX spreadsheet | |
| SF_30_WORK_ITEM_REVISE.pdf | ||
| SF_30_GEO_RESTRICTION.pdf | ||
| GEO_RESTRICTION_20_March.pdf | ||
| Solic__SF1449_(2-2012)_-P45C01.pdf | ||
| SANIBEL_SOLICITATION.pdf | ||
| SANIBEL_WORK_ITEMS.xlsx | XLSX spreadsheet |
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USCGC SANIBEL (WPB 1312)
SPECIFICATION FOR DRYDOCK REPAIRS
FY2017
Developed By: Tim O'Brien
(Rev-0, 21 February 2017)
USCGC SANIBEL (WPB-110A) DRYDOCK AVAILABILITY FY2017
ii (Rev-0)
TABLE OF CONTENTS
Revisions Record .......................................................................................................................................... iv Consolidated List of References .................................................................................................................... v Consolidated List of Government-furnished Property ................................................................................. xi Consolidated List of Critical Inspection Items ........................................................................................... xiv Principal Characteristics .............................................................................................................................. xv General Requirements WORK ITEM 1: Structural Analysis, 3D Laser Scan, Perform WORK ITEM 2: Hull Plating (U/W Body), Inspect WORK ITEM 3: Aluminum Hull and Structural Repairs - 1/4" Plate (O) WORK ITEM 4: Aluminum Hull and Structural Repairs - 3/16" Plate (O) WORK ITEM 5: Aluminum Hull and Structural Repairs - 5/16" Plate (O) WORK ITEM 6: Hull and Structural Plating Repairs -Crack (Aluminum) (O) WORK ITEM 7: Hull and Structural Plating Repairs - Crack (Steel) (O) WORK ITEM 8: Hull and Structural Plating Repairs - Eroded Weld (Aluminum) (O) WORK ITEM 9: Steel Hull and Structural Plating Repairs (5-Pound) (O) WORK ITEM 10: Steel Hull and Structural Plating Repairs (7.0 Pound, 7.5-Pound or 7.65-Pound) (O) . 33 WORK ITEM 11: Steel Hull and Structural Plating Repairs, Corrugated Plate (4.0-Pound) (O) WORK ITEM 12: Hull and Structural Plating Repairs (6.0-Pound or 5.63-Pound) (O) WORK ITEM 13: Hull and Structural Plating – 10.0-Pound Steel, Repair (O) WORK ITEM 14: Appendages (U/W), Leak Test (D) WORK ITEM 15: Appendages (U/W) - Internal, Preserve (O) WORK ITEM 16: Tanks (Mp Fuel Stowage And Overflow), Clean And Inspect (D) WORK ITEM 17: Voids (Non-Accessible), Leak Test (D) WORK ITEM 18: Voids (Non-Accessible), Internal Surfaces, Preserve (O) WORK ITEM 19: Tanks (MP Fuel Service), Clean and Inspect (D) WORK ITEM 20: Tanks, Air Test (O) WORK ITEM 21: Tanks (Potable Water), Clean and Inspect (D) WORK ITEM 22: Tanks (Dirty Oil and Waste), Clean and Inspect (D) WORK ITEM 23: Main Mast, Preserve, 100% (D) WORK ITEM 24: Propulsion Shafting, Remove, Inspect, and Reinstall (D) WORK ITEM 25: Propulsion Shafting, Renew (D) WORK ITEM 26: Mechanical Shaft Seal Assemblies, Overhaul (D) WORK ITEM 27: Propellers; Remove, Inspect, and Reinstall (D) WORK ITEM 28: Exhaust Piping System, Inspect (D) WORK ITEM 29: SW Heat Exchangers; Clean, Inspect And Hydro (D) WORK ITEM 30: Fathometer Transducer, Renew (D) WORK ITEM 31: Speed Doppler, Doppler Valve, Clean and Inspect (D) WORK ITEM 32: Underwater (Speed) Log Transducer(s), Renew (O) WORK ITEM 33: Pumps, Renew (D) CSMP 2017004 WORK ITEM 34: Sea Valves and Waster Pieces, Overhaul or Renew (D) WORK ITEM 35: Sea Strainers (All Sizes), Renew (D) WORK ITEM 36: Through-Deck Packing Glands, Renew (D) WORK ITEM 37: Steering Gear (General), Overhaul (D) WORK ITEM 38: Rudder Assembly, Remove, Inspect and Reinstall (D) WORK ITEM 39: Fin Stabilizers (General), Overhaul (D) WORK ITEM 40: Grey Water Holding Tank(s), Clean and Inspect (D) WORK ITEM 41: Sewage Holding Tank(s), Clean and Inspect (D) WORK ITEM 42: Grey Water Piping, Clean and Flush (D) iii (Rev-0)
WORK ITEM 43: Sewage Piping, Clean And Flush (D) WORK ITEM 44: Forward Peak Compartment, Preserve (D) WORK ITEM 45: Aft Steering Compartment, Preserve and Insulate (D) WORK ITEM 46: Strut Cofferdams, Port & Starboard, Preserve (D) WORK ITEM 47: Tanks (Aft Grey Water), Preserve “100%” (O) WORK ITEM 48: Tanks (Grey Water Holding), Preserve “100%” (O) WORK ITEM 49: Tanks (Potable Water), Preserve “100%” (O) WORK ITEM 50: Tanks (Sewage Vacuum Collection), Preserve “100%” (O) WORK ITEM 51: Battery Space, Preserve and Insulate (D) WORK ITEM 52: Decks - Exterior, Preserve (“MIL-Spec/Flight Deck” System) (D) WORK ITEM 53: U/W Body, Preserve (100%) (D) WORK ITEM 54: Hull Plating Freeboard, Preserve “100%” (D) WORK ITEM 55: Superstructure, Preserve “100%” (D) WORK ITEM 56: Cathodic Protection System (Bilge and Sea Chest), Renew (D) WORK ITEM 57: Impressed Current Cathodic Protection System, Inspect and Maintain (D) WORK ITEM 58: Impressed Current Cathodic Protection System Dielectric Shield (Capastic Fairing), Renew (O) WORK ITEM 59: Insulation, Bulkhead/Overhead, Renew (D) WORK ITEM 60: Drydock (D) WORK ITEM 61: Temporary Services, Provide - Cutter (D) WORK ITEM 62: Data Service, Provide (D) WORK ITEM 63: Sea Trial Performance, Support, Provide (D) WORK ITEM 64: Watertight Doors and Scuttles (External), Renew (D) WORK ITEM 65: Inspect & Renew Various, Sounding Tubes (D) WORK ITEM 66: Main Deck Soft Patch, Inspect, Repair, & Reseal CSMP 2017003 (D) WORK ITEM 67: Deck Covering System in Galley and Mess Deck, Renew (D) WORK ITEM 68: Deck Covering (Interior Wet/Dry), Renew (D) WORK ITEM 69: Towing Bits, Chocks, and Fair Leads, Inspect and Test (D) WORK ITEM 70: Chain Locker, Preserve 100% (D) iv (Rev-0)
REVISIONS RECORD
This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.
DATE REV# WORK
ITEM#
CHANGES MADE
NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.
v (Rev-0)
CONSOLIDATED LIST OF REFERENCES
The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at time of specification writing and during contract execution.
All Coast Guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – as follows:
• MIL/DOD/CID Specifications: http://www.assistdocs.com/search/search_basic.cfm
• Commandant Instruction Manuals: http://www.uscg.mil/directives/default.asp
• Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws::
www.gpoaccess.gov
The Government is aware of the following internet web links where contractors may procure commercial specifications:
• American Welding Society (AWS): http://www.awspubs.com/index.php
• ANSI, ASTM, IEEEE, NFPA, ASME, SAE Standards: http://www.techstreet.com/
• NFPA: http://www.nfpa.org
• SSPC Standards and pictorial guides: http://shopping.netsuite.com/sspcmarketplace
COAST GUARD DRAWINGS
Coast Guard Drawing 110 WPB 074-002, Rev -, Welding Details Handbook Coast Guard Drawing 110 WPB 085-001, Rev -, Tank Capacity Curves Coast Guard Drawing 110 WPB 085-002, Rev -, Docking Plan Coast Guard Drawing 110 WPB 085-007, Rev D, Booklet of General Plans Coast Guard Drawing 110 WPB 085-010, Rev C, Docking Plan/Lifting Cradle (110-WPB, 110B-WPB, 110C-WPB)
Coast Guard Drawing 110 WPB 111-001, Rev B, Shell Expansion Coast Guard Drawing 110 WPB 113-001, Rev D, 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 110 WPB 117-001, Rev A, Transverse Sections (1301-1311) Coast Guard Drawing 110 WPB 121-001, Rev -, Longitudinal Bulkheads Coast Guard Drawing 110 WPB 131-001, Rev B, Deck Construction Plan (1301 - 1311) Coast Guard Drawing 110 WPB 151-004, Rev -, Superstructure Details (1301) Coast Guard Drawing 110 WPB 161-001, Rev A, Main Shaft Strut Details Coast Guard Drawing 110 WPB 161-002, Rev -, Main Shaft Strut Installation Coast Guard Drawing 110 WPB 161-003, Rev A, Intermediate Shaft Strut Details Coast Guard Drawing 110 WPB 161-004, Rev -, Intermediate Shaft Strut Installation Coast Guard Drawing 110 WPB 163-002, Rev-; Auxiliary Sea Chest Details 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-0)
Coast Guard Drawing 110 WPB 171-001, Rev B, Mast Details Coast Guard Drawing 110 WPB 171-002, Rev F, Mast Details Coast Guard Drawing 110 WPB 243-005, Rev -, Shaft Locking Device Coast Guard Drawing 110 WPB 243-006, Rev C, Propulsion Shaft Details Coast Guard Drawing 110 WPB 245-004, Rev A, Propeller Details Coast Guard Drawing 110 WPB 245-005, Rev -, Assembly of Oil Injection Equipment Coast Guard Drawing 110 WPB 245-005, Rev-, Assembly of Oil Injection Equipment Coast Guard Drawing 110 WPB 256-001, Rev A, Main Engine Sea Water Cooling System Arrangement
& Details Coast Guard Drawing 110 WPB 256-002, Rev -, Aux SW Cooling System A&D (1301-1302) Coast Guard Drawing 110 WPB 256-003, Rev -, Mods to SW Cooling Incidental to Install of Charge Air
Cooler Diverter Valve Coast Guard Drawing 110 WPB 256-004, Rev B, SSDG Seawater Cooling Ripout & Instl Coast Guard Drawing 110 WPB 259-001, Rev D, Main Engine Exhaust Piping System Coast Guard Drawing 110 WPB 259-002, Rev -, 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 110 WPB 259-007, Rev A, SSDG Exhaust Piping Mod Ripout & Instl Oast Guard Drawing 110 WPB 501-001, Rev D, Piping System Schematics Coast Guard Drawing 110 WPB 501-001, Rev E, Piping System Schematics Coast Guard Drawing 110 WPB 521-001, Rev B, Firemain Piping Arrangement and Detail 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 Coast Guard Drawing 110 WPB 529-001, Rev C, Bilge Piping Arrangements and Details Coast Guard Drawing 110 WPB 558-001, Rev C, Vent, Fills and Sound Tube Details Coast Guard Drawing 110 WPB 561-001, Rev -, Steering System Details Coast Guard Drawing 110 WPB 561-002, Rev -, Steering System Details – Piping Coast Guard Drawing 110 WPB 565-002, Rev -, Fin Stabilization – Piping Coast Guard Drawing 110 WPB 581-001, Rev AB, Anchor Handling & Hawse Pipe Details Coast Guard Drawing 110 WPB 582-001, Rev A, Mooring and Towing, Arrangement Coast Guard Drawing 110 WPB 601-002, Rev D, Outboard Profile and Weather Decks Coast Guard Drawing 110-WPB-602-1, Rev A, Visual Identification Plan Coast Guard Drawing 110 WPB 604-001, Rev -, Door and Hatch Key Plan & Lock Out Coast Guard Drawing 110 WPB 633-001, Rev A; Cathodic Protection Plan & Detail Coast Guard Drawing 110-WPB 633-2, Rev -, Cathodic Protection Installation Schematic & Layout Coast Guard Drawing 110-WPB-634-001, Rev-D, Floating Deck Replacement with Sound Abatement
Coating Coast Guard Drawing 110 WPB 635-001, Rev -, Linings And Insulation Plan And Details Coast Guard Drawing 110 WPB 636-001, Rev A, Noise Damping Details Coast Guard Drawing 110C WPB 085-007, Rev B; Booklet of Gen Drawings (List of Particulars) vii (Rev-0)
Coast Guard Drawing 110C WPB 161-005, Rev F, Stern Tube Installation Details Coast Guard Drawing 110C WPB 161-005, Rev G, Stern Tube Installation Details Coast Guard Drawing 110C WPB 243-002, Rev B, Propulsion Shafting & Details Coast Guard Drawing 110C WPB 562-001, Rev G, Rudder Details (Stock & Blade Details) Coast Guard Drawing 110C WPB 562-001, Rev G, Rudder Details (Stock and Blade Details) Coast Guard Drawing 110C WPB 565-001, Rev D, Fin Stabilization System (Struct Locs & Dets) Coast Guard Drawing 110C WPB 581-002, Rev B, Anchor HDLG and Hawse Pipe Details Coast Guard Drawing 110C WPB 601-027, Rev D, Outboard Profile & Weather Deck Coast Guard Drawing 110C WPB 636-001, Rev-, Noise Damping Details Coast Guard Drawing FL 6713-203, Rev -, CRP-V850, SST XDCR (SS505) Adapter Assembly Coast Guard Fleet Drawing FL 2804-12, Rev -, U.S.C.G. Emblem Coast Guard Fleet Drawing FL 2804-22, Rev-, Consolidated Visual ID for Cutters
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 Manual (TP) 3990, Aug 2002, SWBS 426, Section A, NAVIKNOT 400 -
SINGLE-AXIS DOPPLER SPEED LOG 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) 2924, Mar 2016, General Information Book and Operating
Manual for USCG 110 Foot Patrol Boat, Annex 1B, Propeller Renewal Procedure Coast Guard Technical Publication (TP) 2930, Jun 2009, Doppler Speed Log – Model SRD-331 –
Operation, Service & Installation Manuals Coast Guard Technical Publication (TP) 2931, Oct 2008, Steering System Coast Guard Technical Publication (TP) 2932, Aug 1987, Manufacturer’s Instruction Book-SWBS
Group(s) 167-259, SWBS 245, Propulsors (Means Propellers) Coast Guard Technical Publication (TP) 3101, July 2013, Manufacturer’s Instruction Book-SWBS
Group(s) 152-259, SWBS 245, Propulsors (Means Propellers) Coast Guard Technical Publication (TP) 3495, May 2002, Chapter 243, Installation Duramax Shaft Seal
System Coast Guard Technical Publication (TP) 3907, Feb 2007, SWBS 565, Ship's Fin Stabilizing System Coast Guard Technical Publication (TP) 4655, Sep 2007, Cathodic Protection System Coast Guard Technical Publication (TP)-3906, Oct 2002, Ship’s Steering Gear System Coast Guard Technical Publication (TP)-4666, Feb 2008, Steering System Coast Guard Technical Publications (TP) 4613, Manufacturer’s Instruction Book – SWBS GROUP(S)
Coast Guard Drawing 110 WSurface Forces Logistics Center Standard Specification 0000 (SFLC Std
Spec 0000), 2014, General RequirementsPB 635-001, Rev -, Linings And Insulation Plan And Details
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements viii (Rev-0)
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 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures
Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2014, Install Interior Deck Covering Systems
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, 2002, Disinfection of Water-Storage Facilities 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, 2008, Drinking Water System
Components - Health Effects American National Standards Institute/NSF International (ANSI/NSF) 61, 2015, Drinking Water System
Components - Health Effects American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and
Welding End ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets 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, 2003, Standard Specification for Anaerobic Single Component
Adhesives ASTM International (ASTM) D5363, 2008; Standard Specification for Anaerobic Single-Component
Adhesives (An) ASTM International (ASTM) D5363, 2016, Standard Specification for Anaerobic Single Component
Adhesives ASTM International (ASTM) E797, 2005, Standard Practice for Measuring Thickness by Manual
Ultrasonic Pulse-Echo Contact Method ASTM International (ASTM) E797, 2010, Standard Practice for Measuring Thickness by Manual
Ultrasonic Pulse-Echo Contact Method ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates ASTM International (ASTM), D3951, Re-approved 2004, Standard Practice for Commercial Packaging ix (Rev-0)
Commercial Item Description (CID) A-A-59316, 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 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 Furuno Operators Manual RDP-139/148/149 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, 2008 Edition, Bronze Gate, Globe, Angle and Check Valves MIL PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut Back, Cold Application MIL-A-24456, Jun 1979, Adhesive for Plastic-Vibration Damping Tile MIL-D-16791, Jan 1993, Detergents, General Purpose (Liquid, Nonionic) 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-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric 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 MIL-STD-2148, Oct 1989, Vibration Damping Materials MIL-STD-2148, Oct 1989, Vibration Damping Materials, Procedures for Installation, Maintenance, and
Repairs Naval Sea Systems Command (NAVSEA) Underwater Ship Husbandry Manuals (UWSH) S0600-AA-
PRO-160, Jan 2006, Chapter 16, Cofferdams NAVSEA Drawing 7379842, Rev A, Procedure & Welding Sequence for Non-Ballistic, Watertight &
Airtight Quick Acting or Individually Dogged Personnel Doors NAVSEA Drawing 803-921865, Rev P; Cathodic Protection Hull Zinc Anodes 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, 2007, Cork and
Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets x (Rev-0)
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) 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.1 (SSPC-SP 1), 2015, 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) Surface Preparation Specification No.11 (SSPC-SP 11), 2012, 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) 2006, Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, Near-White Blast Cleaning
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2004, Near-White Blast Cleaning
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-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)
24 N **4" Diameter x 28'
Long, Aquamet-17 propulsion shaft
NSN: 2010-01-445-7940 2 ea. 8,700.00
24 N *Oil Injection Equipment Kit
2010-01-F15-4088 1 set 6,000.00
25 N Forward Bearing Housing
NSN: 3130-01-442-2863 2 ea. $2,117.32
25 N Bearing, Sleeve NSN: 3120-01-222-3927 2 ea $210.94 26 N Shaft seal assembly kit NSN: 5330-01-497-8095 2 ea. 859.48
26 N Shaft seal assembly NSN: 4320-01-497-8057 2 ea. 3,111.84 26 N Emergency Shaft
Seal Inflator Kit NSN: 5330-01-497-9866 2 ea. 175.00
27 Y **Propeller, LH NSN: 2010-01-222-2440 1 ea. 23,445.00 27 Y **Propeller, RH NSN: 2010-01-222-2441 1 ea. 22,800.00 28 N **Port spray ring NSN: 2990-01-475-9621 1 ea. 1,584.00 28 N **Starboard spray ring NSN: 2990-01-475-9620 1 ea. 1,584.00
28 N **Port 8” flapper valve
NSN: 4810-01-475-8648 1 ea. 2,072.00
28 N **Starboard 8” flapper valve
NSN: 4810-01-475-8415 1 ea. 2,072.00
28 N MDE gasket kit NSN: 5330-01-475-8157 2 ea. 389.45 28 N MDE gasket kit NSN: 5330-01-475-8169 2 ea. 312.52 28 N Exhaust gasket kit NSN: 5330-01-475-8804 4 ea. 128.24 28 N Turbo Charger gasket NSN: 5330-01-424-6806 2 ea 283.01 28 N Expansion bellows and flower pot to bellows
NSN 5330-01-394-8528 6 ea 96.84
30 Y ***V850 Color Echo Sounder
NSN: 5845-01-518-7245 1 ea. 1,423.41
32 N ***CELZ-SRD-331
Doppler speed log
NSN: 5845-01-302-4161 1 ea. 3,255.08
33 N No. 1 Fire Pump NSN: 4320-01-206-3745 1 9,247.18 33 N No. 1 Bilge Pump NSN: 4320-01-206-4721 1ea 6,399.51 33 N No. 2 Bilge Pump NSN: 4320-01-206-4721 1ea 6,399.51 35 Y 2 ½” Duplex Strainer 4730-01-394-9731/72-42F 2 $3817.00 35 Y 4” Duplex Strainer 4730-01-173-1413/ 72-48F 2 $7088.27 38 Y **Rudder NSN: 2040-01-223-2674 2 ea. 25,000.00 xii (Rev-0)
38 N **Lower Rudder Bearing
NSN 3120-01-477-8696 2 ea. 1,364.00
39 N Spherical Roller Bearing
NSN: 3110-00-902-7288 2 ea. 314.80
39 N Spherical Roller Bearing
NSN: 3120-99-806-7289 4 ea. 221.07
39 N Bolt, Trunnion, Special
NSN: 5325-01-394-7933 4 ea. 367.67
39 N Tiller Pin (Bolt) NSN: 5306-99-538-1451 4 ea. 145.44 39 N Tiller Spacer Flange
Bush NSN: 5365-99-807-4040 4 ea. 163.73
39 N Trunnion Spacer Flange Bush
NSN: 3120-01-396-1724 4 ea. 159.25
39 N Circlip NSN: 5365-99-902-2593 8 ea. 2.76 39 N Fin 25/32 Washer NSN: 5310-99-538-1450 4 ea. 4.44 39 N Actuator seals NSN: 5330-99-729-7570 4 ea. 128.87 39 N Fin Rod Eye
Bearings (Assy) NSN: 3120-01-377-1940 4 ea. 1,190.95
39 N Rod Eye Lock nut NSN: 5310-01-468-7665 4 ea. 23.76 39 N Tiller Pin nylock nut NSN: 5315-01-485-3148 4 ea. 20.86 39 Y **Fin Stabilizer assembly NSN: 2040-99-726-4768 2 ea. 19,987.00
39 N **Fin Stabilizer Lower
Bearing/Bushing
NSN: 3120-99-726-2345 2 ea. 1,091.25
39 N Fin Stabilizer Cooler NSN: 4420-99-820-3141 2 ea. 706.71 39 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
41 N **Transmitter, Liquid Quantity
NSN: 6680-01-233-9518 1 ea. 1,458.91
41 N Non-Return Flapper Valve
NSN: 4820-01-217-8241 1 ea. 40.54
45 N Sound Damping Tiles NSN: 9330-01-249-8427 4 boxes 550.91 46 N Sound Damping Tiles NSN: 9330-01-249-8427 2 bx 550.91 51 N Sound Damping Tiles NSN: 9330-01-249-8427 4 boxes 550.91 60 Y *Transducer Cover
Plate N/A 1 ea. 50.00
64 N 6 Dog, Port Light, Quick Acting, Weathertight, 26”x54”, Aluminum, Left Hand Door
NSN: 2040-01-304-6448 1 ea. 3,115.24
64 N 6 Dog, Port Light, Quick Acting, Weathertight, 26”x54”, Aluminum, NSN: 2040-01-297-2213 1 ea. 10,995.00 xiii (Rev-0)
Right Hand Door 64 N 4 Dog, Quick Acting, Weathertight, 24”x24”, Aluminum, Raised Hatch
NSN: 2040-01-293-5642 1 ea. 10,995.00
64 N 6 Dog, Quick Acting, Weathertight, 26”x33”, Aluminum, Raised Hatch
NSN: 2040-01-297-7880 1 ea. 2,755.22
64 N 4 Dog, Quick Acting, Weathertight, 24”x24”, Aluminum, Raised Hatch
NSN: 2040-01-293-5642 3 ea. 10,995.00
64 N 4 Dog, Quick Acting, Weathertight, 24”x24”, Aluminum, Flush Mount Hatch
NSN: 2040-01-298-5741 2 ea. 3,373.64
64 N 6 Dog, Solid, Quick Acting, Weathertight, 26”x57”, Steel, Right
Hand Door
NSN: 2040-01-297-2211 1 ea. 2,563.46
67 N 110 Soft Patch Kit NSN: 2040-01-469-1629 1 1,700.00 *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 xiv (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
14 Appendages (U/W), Leak Test (D)
17 Voids (Non-Accessible), Leak Test (D)
24 Propulsion Shafting, Remove, Inspect, and Reinstall (D)
25 Propulsion Shafting, Renew (D)
27 Propellers; Remove, Inspect, and Reinstall (D)
38 Rudder Assembly, Remove, Inspect and Reinstall (D)
44 Forward Peak Compartment, Preserve (D)
53 U/W Body, Preserve (100%) (D)
57 Impressed Current Cathodic Protection System, Inspect and Maintain (D)
68 Deck Covering System in Galley and Mess Deck, Renew (D) xv (Rev-0)
PRINCIPAL CHARACTERISTICS
110’ WPB (A-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' 1" Depth, molded 10' 11-1/4" Full load draft 6' 5-3/4" Height of highest projection 55' Full load displacement 165.1 long tons Anchor 210 lb Sea Anchor with 400 ft of 0.5" BBB Chain 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 CAPACITIES
Fuel Oil (95%) 11,250 gal.
Fresh Water (100%) 1,760 gal.
Lubricating Oil (95%) 109 gal.
xvi (Rev-0)
1 (Rev-0)
00000_1216_FLT
REC_00000_FLT_Commercial Project @ Contractor’ Facility (1212)
General Requirements
1. SCOPE
1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed at a commercial contractor’s facility for Coast Guard vessels.
1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.
2. REFERENCES
COAST GUARD DRAWINGS
None
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General
Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and
Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures
OTHER REFERENCES
None
3. REQUIREMENTS
3.1 General. The Contractor shall conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability.
NOTE
The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.
2 (Rev-0)
3.2 Contractor-provided fire watch personnel. The Contractor shall provide fire watch personnel and equipment.
3.3 Preservation requirements. The Contractor shall accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.
3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).
3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior).
NOTE
Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes (provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.
3.4 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and NDI in accordance with SFLC Std Spec 0740.
3.5 Environmental protection requirements. The Contractor shall adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:
3.5.1 Contractor operated (non USCG) facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at Contractor Operated (Non USCG) Facilities, as applicable, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.
3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is _________.
3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following:
• Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.
• National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.
• Air Emission Permit: Unit has a Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants.
3.5.2 Test and procedures. The Contractor shall be required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work shall be done by qualified laboratories; and where required by law, the laboratories shall be certified.
3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public
3 (Rev-0) notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.
3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas;
ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.
3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix 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.
4 (Rev-0)
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. NOTES
4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.
5 (Rev-0)
QA-1 - QUALITY ASSURANCE INSPECTION FORM
(PRESERVATION CHECKLIST)
VESSEL NAME HULL # WORK ITEM # WORK ITEM TITLE
LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)
CHECKPOINT 1 – COATING SYSTEM COMPLIANCE
Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.
CHECKPOINT 2 - PAINT STORAGE
Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfgr.
CHECKPOINT 3 - AMBIENT CONDITIONS
Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).
Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).
Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfgr.
CHECKPOINT 4 - PRE-SURFACE PREPARATION
Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.
Verify equipment setup, blast media, and surface preparation methods match designated test coupon.
CHECKPOINT 5 - SURFACE PREPARATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).
Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.
Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).
CHECKPOINT 6 - PRIMER COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Verify proper mixing and stand-in (induction) times.
Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.
Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).
Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.
Brush out all runs, sags, drips, and puddles.
Perform visual inspection for holidays and other defects.
CHECKPOINT 7 – STRIPE COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure overcoating window is as per manufacturer’s instructions.
After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).
CHECKPOINT 8 – TOP COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure overcoating window is as per manufacturer’s instructions.
Verify proper mixing and stand-in (induction) times, as applicable.
Verify wet film thickness at random, to prevent under or over application.
Brush out all runs, sags, drips, and puddles.
CHECKPOINT 9 – FINAL INSPECTION
Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.
Ensure that system cure is in accordance with manufacturer's recommendation for intended service.
Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.
For immersion coatings (including tank U/W body), record date and time of the following events:
Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____
CHECKPOINT 10 – RECORD KEEPING
Complete, sign, and submit all provided QA Inspection Forms.
NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME
6 (Rev-0)
QA-2 - QUALITY ASSURANCE INSPECTION FORM
(ENVIRONMENTAL READINGS)
Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat.
DATE
TIME
ACTIVITY (SURFACE
PREPARATION, PRIMER COAT,
BARRIER COAT, TOP COAT,
ETC…)
LOCATION (FRAME &
DECK, RELATION TO
EQUIPMENT, ETC.)
TEMPERATURE % REL.
HUMID-
ITY
DEW
PT.
SURFACE AMBIENT ΔT
| DP -
SURFACE |
7 (Rev-0)
QA-3a - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)
SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)
MIN MAX MEAN
SSPC-SP-10/NACE No. 2
SSPC-SP WJ-1/NACE WJ-1
SSPC-SP WJ-2/NACE WJ-2
SSPC-SP WJ-3/NACE WJ-3
SSPC-SP WJ-4/NACE WJ-4
SSPC-SP-3
SSPC-SP-11
SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)
ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:
Place surface profile replica tapes in the spaces provided below, to serve as permanent QA record. Maintain a separate log for each location. When an area is divided into separate sections, maintain a separate log for each section.
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:
8 (Rev-0)
QA-3b - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)
SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)
MIN MAX MEAN
SSPC-SP-10/NACE No. 2
SSPC-SP WJ-1/NACE WJ-1
SSPC-SP WJ-2/NACE WJ-2
SSPC-SP WJ-3/NACE WJ-3
SSPC-SP WJ-4/NACE WJ-4
SSPC-SP-3
SSPC-SP-11
SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)
ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:
Record measurements taken in the spaces provided below, to serve as permanent QA record. Maintain separate log for each location. When an area is divided into separate sections, maintain a separate log for each section.
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Mean Reading (mils)
Mean Reading (mils) IAW ASTM DD4417).
9 (Rev-0)
QA-4 - QUALITY ASSURANCE INSPECTION FORM
(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)
SOLUBLE SALT CONDUCTIVITY Measurements IAW SSPC-GUIDE 15.
DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)
10 (Rev-0)
QA-5 - QUALITY ASSURANCE DATA FORM
(COATING THICKNESS)
(Use one sheet for each sequence)
COATING MFG PRODUCT NAME BATCH
INDUCTION
TIME
COATING SYSTEM SEQUENCE
(PRIMER/TOUCHUP/3RD COAT, ETC.)
Dry Film Thickness (DFT) Measurements IAW SSPC-PA 2.
SPOT 1 2 3 4 5 AVERAGE
VALUE
*BASE METAL READING
(BMR) Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.
LOCATION (FRAME REFERENCE):
SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS
1 AVG. BMR DEVIATION
3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS
AVG.
1 AVG. BMR DEVIATION
1 AVG. BMR DEVIATION
APPLICATION METHOD (AIRLESS, CONVENTIONAL SPRAY,
ROLLED)
AVERAGE DFT
11 (Rev-0)
10000_ENV_0415_110WPB
WORK ITEM 1: Structural Analysis, 3D Laser Scan, Perform
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to perform a 3D laser scan of the cutter’s exterior hull shell, deck and dock floor locations/deformations and provide results in 3D CAD format.
1.2 Government-furnished property.
None
2. REFERENCES
COAST GUARD DRAWINGS
“A Class” Coast Guard Drawing 110 WPB 085-002, Rev B, Docking Plan Coast Guard Drawing 110 WPB 085-007, Rev D, Booklet of General Plans Coast Guard Drawing 110 WPB 085-010, Rev C, Docking Plan/Lifting Cradle (110-
WPB, 110B-WPB, 110C-WPB)
Coast Guard Drawing 110 WPB 111-001, Rev B, Shell Expansion
COAST GUARD PUBLICATIONS
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements
OTHER REFERENCES
None
3. REQUIREMENTS
3.1 General.
3.1.1 CIR.
None.
3.1.2 Tech Rep.
12 (Rev-0)
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).
NOTE
The USCG conducts structural analysis efforts requiring accurate measurement of the hull shape including both global and local deformations. Measurements of hull global and local deformations are evaluated relative to the design hull lines is a key part of this hull strength analysis and implications on shafting alignment .
3.2 Three dimensional laser scan. The Contractor shall perform a 3D laser scan of the cutter’s hull (sides, bottom and transom) deck, shaft struts (and shafting if in place) and the dock floor to obtain the 3D point cloud and provide a registered, reduced point cloud data set. Provide the services of qualified personnel with the experience and knowledge to conduct a three-dimensional laser scan model identifying hull and deck deformations in 3D CAD format.
3.2.1 The 3D laser scan point cloud accuracy shall be within +/- 2 mm local scans and 5mm global scan alignment for the hull and deck surfaces. A point cloud reduction process shall be conducted to determine the shell plating deformations including an average of the deck nonskid covering to show the underlying plate deformations by averaging points over a 20mm grid on the hull. The point cloud of hull appendages shall be reduced over a 1mm grid.
3.2.1.1 The Contractor shall convert the 3D laser scan (3D Point cloud) to a point cloud format that can be used in Rhino 3D version 5.0. The Contractor shall digitally remove staging interferences located around the hull of the Cutter.
3.2.1.2 The Contractor shall compare the measured 3D point cloud and meshed surfaces to the hull lines based NURBS surface developed by US Coast Guard SFLC to determine dimensional deviations from the lines based NURBS surface. The dimensional deviations shall be rendered in the Rhino 3D in 1mm increments and colors to show the dimensional gradients. The Contractor shall position the hull relative to the 3D hull surface in coordination with the US Coast Guard.
3.3 Report. The Contractor shall provide a neatly organized model using layers and color…
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