ATTACHMENT_1_-_HAMILTON_SPECIFICATION_REV-4.pdf
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Attachment 1 - HAMILTON Specification Rev-4
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USCGC HAMILTON (WMSL 753)
SPECIFICATION FOR DOCKSIDE REPAIRS
FY2018
Developed By: Marlene T Tolliver
(Rev-4, 22 November 2017)
USCGC HAMILTON (WMSL-418) DOCKSIDE AVAILABILITY FY2018
ii (Rev-4)
TABLE OF CONTENTS
Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .................................................................................. x Consolidated List of Critical Inspection Items ........................................................................................... xii Principal Characteristics ............................................................................................................................ xiii General Requirements WORK ITEM 1: General Welding, Provide-Optional WORK ITEM 2: ATanks (MP Fuel Service), Clean and Inspect WORK ITEM 3: Galley Grease Fire Extinguishing System, Inspect And Test WORK ITEM 4: Gas Turbine Module Fixed CO2 Fire Extinguishing System, Inspect and Test WORK ITEM 5: Heptafluoropropane (HFP) Fire Extinguishing System, Inspect and Test WORK ITEM 6: Water Mist Fire Extinguishing System, Inspect and Test WORK ITEM 7: Cargo Handling Elevator Biannual, Inspect and Repair WORK ITEM 8: Forward and Aft Capstans, Annual Maintenance, Perform WORK ITEM 9: Oily Water Separator (OWS) System, Inspect and Groom WORK ITEM 10: Portable Brow Storage, Relocate WORK ITEM 11: Tanks (Water Mist), Preserve “100%”-Optional WORK ITEM 12: Tanks (Water Mist), Preserve “Partial” WORK ITEM 13: Temporary Services, Dockside, Home Pier WORK ITEM 14: Flex Hose Assemblies, Renew WORK ITEM 15: Surfaces, Preserve WORK ITEM 16: Grey and Black Water Vent Piping, Modify WORK ITEM 17: QAATDR/QAWTDR, Replace (NSC3&F) WORK ITEM 18: QAWTDR, Modify WORK ITEM 19: Vacuum Collection Holding Tank, Clean and Inspect WORK ITEM 20: Vacuum Collection Holding Tank, Preserve “Partial”-Optional WORK ITEM 21: Vacuum Collection Holding Tanks, Preserve “100%”-Optional WORK ITEM 22: Life Raft Installation WORK ITEM 23: Aircraft Securing Fittings, Install WORK ITEM 24: Deck Covering (Polymeric), Seal WORK ITEM 25: Deck Covering (Polymeric), Renew iii (Rev-4)
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
08/16/2017 1 18 Removal of Work Item 18: Balanced Door, Replace
08/16/2017 1 16 Removal of A/C Equipment Room from Table 1
08/16/2017 1 18 Removal of Work item 18: Balanced Door, Replace from List of Government-furnished Property (GFP)
08/24/2017 2 18 Changed Table 1 (last row) from:
QAWTDR
1-86-4
(NSC3&F)
Weather Deck to
JP-5 Hose Room 1-84-4-A
To:
QAWTDR
2-69-4
Passageway 2-64-2-L to
Fan Room 2-68-2-Q
10/24/2017 3 General
Requirements
Added paragraph 3.8
10/24/2017 3 Added Work item 23 Life Raft, Installation
10/24/2017 3 Added work item 24 Aircraft Secure Fittings, Install
10/24/2017 3 Consolidated
List of
Government-furnished
Property
MK-7 Life Raft *
Thanner DK84.1M Hydrostatic Release Unit*
Securing Straps
Aircraft securing fitting Type XIV
11/22/2017 4 14 Removed work item in its entirety
11/22/2017 4 24 Added: Deck Covering (Polymeric), Seal
4 25 Added: Deck Covering (Polymeric), Renew
NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.
iv (Rev-4)
CONSOLIDATED LIST OF REFERENCES
The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at time of specification writing and during contract execution.
All Coast Guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – as follows:
MIL/DOD/CID Specifications: http://www.assistdocs.com/search/search_basic.cfm
Commandant Instruction Manuals: http://www.uscg.mil/directives/default.asp
Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws::
www.gpoaccess.gov
The Government is aware of the following internet web links where contractors may procure commercial specifications:
American Welding Society (AWS): http://www.awspubs.com/index.php
ANSI, ASTM, IEEEE, NFPA, ASME, SAE Standards: http://www.techstreet.com/
NFPA: http://www.nfpa.org
SSPC Standards and pictorial guides: http://shopping.netsuite.com/sspcmarketplace
COAST GUARD DRAWINGS
Coast Guard Drawing 750-WMSL-801-009, Rev A, Booklet of General Plans (NSC 4 ONLY)
(ASC801001D)
Coast Guard Drawing 750 634-001 Deck Covering Schedule Rev H
Coast Guard Drawing 750 WMSL 085-031, Rev -, Tank Capacity Curves)
Coast Guard Drawing 750 WMSL 100-001, Rev H, General Arrangements (ASC100001)
Coast Guard Drawing 750 WMSL 100-061, Rev-, Inboard and Outboard Profile
Coast Guard Drawing 750 WMSL 101-004, Rev G, C & A, First Platform (ASC101004)
Coast Guard Drawing 750 WMSL 167-001, Rev G, Manhole List Installation and Fabrication Details
Coast Guard Drawing 750 WMSL 593-009, Rev B, Sewage System Schematic (ASC593020)
Coast Guard Drawing 750 WMSL 593-095, Rev -, Sewage System Diagram WMSL 751 Only
(AS1593004B)
Coast Guard Drawing 750 WMSL 801-003, Rev -, Booklet of General Plans Nsc 2 SRD (ASC801001B)
Coast Guard Drawing 750-WMSL 085-020, Rev A, Tank Capacity Curves ( WMSL - 751 Only )
(ASC085013B)
Coast Guard Drawing 750-WMSL 085-025, Rev -, Compartment Areas & Volumes NSC 3 & Follow
(AS3085012)
Coast Guard Drawing 750-WMSL 100-019, Rev J, Unit 1330 Structure - 2nd Deck to Main Deck - Fr 22 to Fr 35 (ASC100133)
Coast Guard Drawing 750-WMSL 100-034, Rev J, Unit 2330 Structure - 2nd Deck to Main Deck - Fr 52 to Fr 64 (ASC100233) http://www.assistdocs.com/search/search_basic.cfm http://www.uscg.mil/directives/default.asp http://www.gpoaccess.gov/ http://www.awspubs.com/index.php http://www.techstreet.com/ http://www.nfpa.org/ http://shopping.netsuite.com/sspcmarketplace v (Rev-4)
Coast Guard Drawing 750-WMSL 100-043, Rev K, Unit 3240 - Main Deck to 01 Level - Fr 76 to Fr 82
(ASC100324)
Coast Guard Drawing 750-WMSL 100-049, Rev K, Unit 4220 Structure - 02 Lvl and Above - Fr 33 to Fr
44 (ASC100422)
Coast Guard Drawing 750-WMSL 100-053, Rev J, Unit 4420 Structure - 01 Level and Abv - Fr 52 to Fr
67 (ASC100442)
Coast Guard Drawing 750-WMSL 167-503, Rev A, Structural Door List
Coast Guard Drawing 750-WMSL 600-046, Rev G, Fab & Instl of Hull Outfit Design, Unit 4130
(ASC600413)
Coast Guard Drawing 750-WMSL 635-001, Rev -, Thermal & Acoustic Insulation (ASC635001)
Coast Guard Drawing 750-WMSL 801-009, Rev -, Booklet of General Plans (NSC4 Only)
Coast Guard Drawing 750-WMSL-085-020, Rev A, Tank Capacity Curves
Coast Guard Drawing 750-WMSL-085-031, Rev -, Tank Capacity Curves
Coast Guard Drawing 750-WMSL-100-001, Rev L, General Arrangements (AS3100001)
Coast Guard Drawing 750-WMSL-100-001, Rev L, General Arrangements (ASC100001)
Coast Guard Drawing 750-WMSL-100-082, Rev A, General Arrangements (NSC 4 ONLY)
Coast Guard Drawing 750-WMSL-167-001, Rev F, Manhole List Installation and Fabrication Details
Ship Wide (ASC167001)
Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication Details Ship
Wide (ASC167001)
Coast Guard Drawing 750-WMSL-505-006, Rev D, List of Hoses (ASC505006)
Coast Guard Drawing 750-WMSL-506-510 Rev C. VCHT and Gray Water Vent Piping Modifications.
Coast Guard Drawing 750-WMSL-522-1, Rev F, Diagram Machinery Space Water Mist (ASC522001)
Coast Guard Drawing 750-WMSL-522-2, Rev -, Machinery Space Water Mist System Description
(ASC522001-02)
Coast Guard Drawing 750-WMSL-555-11, Rev C, Machinery Space Watermist System Schematic
(ASC555049)
Coast Guard Drawing 750-WMSL-572-002, Rev C, Elevator Arr & Instl (ASC572002)
Coast Guard Drawing 750-WMSL-582-001, Rev D, Anchoring, Mooring, And Towing Arrangement
(ASC582001)
Coast Guard Drawing 750-WMSL-582-002, Rev G, Mooring and Towing Arrangement (ASC582002)
Coast Guard Drawing 750-WMSL-611-002 Rev C. Fab of Jack Staff, Ensign Staff and navigational Light
Pole.
Coast Guard Drawing 750-WMSL-623-003 , Rev A, Ship’s Brow, Arrangement & Details
Coast Guard Drawing 750-WMSL-623-504 , Rev -, Ship’s Brow, Arrangement & Details
Coast Guard Drawing 750-WMSL-801-009, Rev -, Booklet of General Plans (NSC 4 ONLY)
Coast Guard Drawing 750-WMSL-801-009, Rev A, Booklet of General Plans (ASC801001)
Coast Guard Drawing 750-WMSL-801-009, Rev A, Booklet of General Plans (NSC 4 ONLY)
(ASC801001D)
Coast Guard Drawing 750-WMSL-801-009, Rev B, Booklet of General Plans (NSC 4 ONLY)
(ASC801001D)
Coast Guard Drawing 750-WMSL-801-1, Rev A, Booklet of General Plans (ASC801001)
Coast Guard Yard Drawing 750-WMSL-593-001, Rev H, Bilge and Pollution Control System Diagram vi (Rev-4)
NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation for Compartments Installation
Details
NAVSEA Dwg 803-5184129, Rev C, Door, Steel Balanced
NAVSEA Dwg 803-6397268, Rev A, Doors WT, Quick Acting Arrangement
Coast Guard Drawing 750-WMSL-588-001, Rev J, Aviation Facilities General Arrangements
(ASC588001)
Coast Guard Drawing 750 WMSL 304-30, Rev C, Unit 3140-Mn Dk-Fr64 to Fr76 Wireway Arrangement and Details (ASC304314)
Coast Guard Drawing 750 WMSL 100-035, Rev K, Unit 2340 Structure Main Deck To 01 Level – Fr 52 to Fr 64 (ASC100234)
Coast Guard Drawing 750 WMSL 100-053, Rev J, Unit 4420 Structure – 01 Level and Abv - Fr 52 to Fr
67 (ASC100442)
Coast Guard Drawing 750 WMSL 180-43, Rev F, Fdn Arr Dwg Design Unit 4420 Bklt No.1
(ASC180442)
Coast Guard Drawing 750 WMSL 300-048, Rev C, Unit 4420 – 01 Level - Fr 52 to Fr 67 Arr of Elect
Eqpt (ASC300442)
Coast Guard Drawing 750 WMSL 304-044, Rev C, Unit 4420 – 01 Level - Fr 52 to Fr 67 Wireway
Arrangement and Details (ASC304442)
Coast Guard Drawing 750 WMSL 304-57, Rev B, Unit 2340 – Mn Dk - Fr 52 to Fr 64 Wireway
Arrangement and Details (ASC3304234)
Coast Guard Drawing 750 WMSL 320-16, Rev F, Power Sys Deck Plan – 01 Level (ASC320009)
Coast Guard Drawing 750 WMSL 512-38, Rev G, Vent And Air Cond Arr Mn Dk Unit 3140
(ASC12314)
Coast Guard Drawing 750 WMSL 588-006, Rev E, Plan, Sect & Elev For Helo Capture /Handling
(ASC588006)
Coast Guard Drawing 750 WMSL 588-5, Rev G, Hangar & Aviation Support Spaces Arr & Dets
(ASC588004)
Coast Guard Drawing 750 WMSL 588-504, Rev B, Tiedown Installation for Navy H60S/H60R Helo
(Stratton)
Coast Guard Drawing 750 WMSL 801-10, Rev A, Booklet of General Plans (NSC 5 Only) (ASC801001)
Coast Guard Drawing 750 WMSL 621-001, Rev E, Joiner Bulkheads Typical Details (ASC621001)
Coast Guard Drawing 750-WMSL 635-2, Rev K, Insulation Arr & Details Thermal, Acoustic, & Fire
(ASC635002)
Coast Guard Drawing 750-WMSL 583-3, Rev B, Life Raft Arr & Dets (ASC583003)
Coast Guard Drawing 750-WMSL 583-522 Life Raft Foundation Mod
Coast Guard Drawing 750-WMSL 801-10, Rev -, Booklet of General Plans Nsc 5 SRD (ASC801001C)
Coast Guard Drawing 750-WMSL-588-001, Rev J, Aviation Facilities General Arrangements
NAVSEA Drawing 803-1916300, Rev N, Aircraft Securing and Engine Run – Up Fittings
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors
Manual
Coast Guard Technical Manual (TechMan 7141), 25-JUN-07, Ultra Fog High Pressure Sprinkler Systems vii (Rev-4)
Coast Guard Technical Publication (TP) 7018, 31-MAY-07, Main Gas Turbine (MGT) - Model
7LM2500-SB-MLG10-Installtion Instructions
Coast Guard Technical Publication (TP) 7019, 31-MAY-07, Main Gas Turbine - Model LM2500 -
Service Manual
Coast Guard Technical Publication (TP) 7065, 15-JUN-07, FORWARD and Aft CAPSTAN - Model
20834
Coast Guard Technical Publication (TP) 7097, 21-JUN-07, Fire Protection System - Model FM-200
Coast Guard Technical Publication (TP) 7108A, 14 March 16, Stores Elevator - Model 20833
Coast Guard Technical Publication (TP) 7118, Carbon Dioxide Fire Protection System – Series 70
Coast Guard Technical Publication (TP) 7346, SWBS 593, 18 April 2008, Bilge Water Separator Ultra
Sep Model US5000-J316
Coast Guard Technical Publication (TP) 7525, 26-MAR-08, Cutter Information Book (CIB) - Auxiliary
Machinery (Vol. IV)
Coast Guard Technical Publication (TP) 7525, Cutter Information Book Auxiliary Machinery (Vol. IV) –
Rev. 1
Coast Guard Technical Publication 7427 (TP 7427), 2014, R-102 Restaurant Fire Suppression System –
Design, Installation, Recharge and Maintenance Manual
Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3042, Jan 2014, Shipboard
Electrical Cable Removal, Relocation, Splice, Repair, And Installation
Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3100, Jan 2014, Inspect, Test and Recondition AC Synchronous Generator in-Place
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2014, General
Requirements
Surface Forces Logistics Center Standard Specification 0450 (SFLC Std Spec 0450), 2014, Electrical
Power for Contractor Tools and Equipment
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2014, Welding and Allied Processes
Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2014, Shipboard
Electrical Cable Test
Surface Forces Logistics Center Standard Specification 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), Jan 2014, Install
New Deck Covering Systems
Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary
Services
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General
Requirements
Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors
Manual
Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2014, Shipboard
Electrical Cable Test
Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2014, Shipboard
Electrical Cable Removal, Relocation, Splice, Repair, and Installation viii (Rev-4)
Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures
OTHER REFERENCES
MIL-DTL-15024F General Specifications for Plates, Tags, and Bands for Identification of Equipment
American National Standards Institute (ANSI/EASA) AR100, 2015, Recommended Practice for the
Repair of Rotating Electrical Apparatus
American Society of Mechanical Engineers (ASME) A17.2, Guide for the Inspection of Elevators, Escalators and Moving Walks
American Welding Society, AWS D1.2-96, 1996, Structural Welding Code, Steel
ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets
MIL-A-46106, Jun 1992, Adhesive-Sealants, Silicone, RTV, One-Component
MIL-D-16791, Jan 1993, Detergents, General Purpose (Liquid, Nonionic)
MIL-D-18873, Jul 1982, Deck Covering Magnesia Aggregate Mixture
MIL-D-21631, Dec 1990, Deck Covering, Latex Concrete
MIL-D-23134, Jul 1999, Deck Underlay and Covering, Insulating, Magnesia Aggregate Mixture
MIL-D-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric
MIL-DTL-1222, Dec 2000, Studs, Bolts, Screws and Nuts for Applications Where a High Degree of
Reliability Is Required
MIL-DTL-15024F General Specifications for Plates, Tags, and Bands for Identification of Equipment
MIL-PRF-1149, Jun 1998, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness
MIL-PRF-24176C, Oct 2004, Cement, Epoxy, Metal Repair and Hull Smoothing
MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric
MIL-PRF-24667C, May 2008, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application
MIL-PRF-3135, Nov 1986, Deck Covering Underlay Materials
MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness
National Fire Protection Association (NFPA) 25, 2011, Standard for the Inspection, Testing, and
Maintenance of Water-Based Fire Protection Systems
Naval Ship's Technical Manual (NSTM) Chapter 634, Dec 2001, Deck Covering
NAVSEA Dwg 804-1385781, Pipe Hangers for Surface Ships.
Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2013, Cork and
Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets
The Society for Protective Coatings (SSPC) Paint Application Specification No. 1 (SSPC-PA Guide 1), 2004, Shop, Field, and Maintenance Painting of Steel
The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 11 (SSPC-SP 11), 2013, Power Tool Cleaning to Bare Metal
The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation
Standard SSPC-SP 10 (WAB)/NACE WAB-2, 2015, Near-White Metal Wet Abrasive Blast
Cleaning ix (Rev-4)
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation
Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning
3M Marine Adhesive/Sealant Fast Cure 5200 x (Rev-4)
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)
19 N 26”x66”x8” Quick
Acting Airtight Door, Steel, 8-Dog, RH
Swing, 2 psi (incl.
coaming and fitting i.e. hasp & staple, hold back hook assy
26, hinge assy T, CRES label plate backing)
NSN : 2040-00-912-5777
(NAVSEA Dwg No. 803-
6397268 Rev. -)
1 ea. 5,527.00
19 N 26”x66”x8” Quick
Acting Watertight
Door, Steel, 10-Dog, RH Swing, 15 psi
(incl. coaming and fitting i.e. hasp & staple, hold back hook assy 26, hinge assy T, CRES label plate backing)
NSN : 2040-00-912-5780
(NAVSEA Dwg No. 803-
6397268 Rev. -)
1 ea. 5,807.00
19 N 26”x66”x8” Quick
Acting Watertight
Door, Steel, 10-Dog, LH Swing, 15 psi
(incl. coaming and fitting i.e. hasp & staple, hold back hook assy 25, hinge assy T, CRES label plate backing)
NSN : 2040-00-912-5779
(NAVSEA Dwg No. 803-
6397268 Rev. -)
2 ea. 5,807.00
20 N 36”x66”x8” Quick
Acting Watertight
Door, Steel, 10-Dog, LH Swing, 15 psi
(incl. coaming and fitting i.e. hasp & staple, hold back hook assy 20, hinge assy T, CRES label plate backing)
NSN : 2040-01-425-4480
(NAVSEA Dwg No. 803-
6397268 Rev. -)
1 ea. 6,227.00 xi (Rev-4)
23 N MK-7 Life Raft * 4220-01-444-6260 2 ea.
23 N Thanner DK84.1M
Hydrostatic Release
Unit*
4220-01-493-9233** 2 ea.
23 N Securing Straps 4240-01-519-3137/761
2 ea.
24 N Aircraft securing fitting
Type XIV
NAVSEA Drawing 803-
1916300, Rev N, Aircraft
Securing and Engine Run-up
Fittings Type XIV
PN: PH285N-14A
18 EA 178
*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 xii (Rev-4)
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
2 Tanks (MP Fuel Service), Clean and Inspect
9 Oily Water Separator (OWS) System, Inspect and Groom
18 Balanced Doors, Replace
19 QAATDR/QAWTDR, Replace (NSC3&F)
20 QAWTDR, Modify xiii (Rev-4)
PRINCIPAL CHARACTERISTICS
418' WMSL
PHYSICAL
Length overall 418' 0"
Length between perpendiculars 390' 0"
Maximum beam 54' 0"
Beam @ 01 level 47' 9-1/8"
Depth (01 level @ side to baseline) 39' 2-3/4"
01 deck camber foredeck 1/4" in 1'-0"
Minimum berth depth 20' 0"
Height of highest projection Approximately 119'
Draft, design 14.40'
Design displacement 3925 long tons
MACHINERY
Two diesel engines MTU 20V, 20-cylinder 9,730 SHP each
One gas turbine General Electric LM2500; 29,500 SHP
Type of propulsion CODAG
Electrical system 24 Volt DC
Two controllable pitch propellers Rolls-Royce 5 blade, 14' 0" diameter; 229 RPM max
Two reduction gears RENK
One cross connect gear RENK
HULL
Hull material 5086 Aluminum
HSLA-80 Steel
ABS EH 36 Steel
ABS AH 36
Frame spacing
FWD of FR 9 2' 3"
FR 9 to FR 10 6' 9"
FR 10 to FR 98 4' 1"
FR 98 to FR 99 3'-8"
ELECTRICAL
Power Three 1360 kW, 450 V, 60 Hz, 3 Phase, 1800 RPM Caterpillar 3512B diesel engines with Baylor ship service generators
Shore tie cable Seven MIL-C-24368/2 (NATO) shore power receptacles, 400 A each
TANK CAPACITIES
Diesel oil 220,359 gal
Fresh water 12,454 gal
JP-5 Fuel 35,182 gal
1 (Rev-4)
00000_1216_FLT
REC_00000_FLT_Commercial Project @ CG Facility (1212)
General Requirements
1. SCOPE
1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at a Coast Guard facility for Coast Guard vessels.
1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and
'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is
Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.
2. REFERENCES
COAST GUARD DRAWINGS
None
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General
Requirements
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and
Allied Processes
Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures
OTHER REFERENCES
None
3. REQUIREMENTS
3.1 General. The Contractor shall conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability.
NOTE
The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.
2 (Rev-4)
3.2 Contractor-provided fire watch personnel. The Contractor shall provide fire watch personnel and equipment.
3.2 Contractor-provided fire extinguishers. The Contractor shall provide portable fire extinguishers.
3.2 Fire watch requirements. The Contractor shall refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec
0000, in accomplishing the following task:
Provide portable fire extinguishers for Coast Guard fire watch personnel. Coast Guard fire watch is in lieu of contractor personnel during the hours of 0800-1600, Monday through Friday, and limited to two Coast Guard fire watch personnel.
Provide fire watch personnel and fire extinguishers for the duration of the availability period, during and beyond noted Coast Guard fire watch support.
3.3 Preservation requirements. The Contractor shall accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.
3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec
6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).
3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior).
NOTE
Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes
(provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.
3.4 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and NDI in accordance with SFLC Std Spec 0740.
3.5 Environmental protection requirements. The Contractor shall adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:
3.5.1 Contractor operated (non USCG) facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at
Contractor Operated (Non USCG) Facilities, as applicable, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.
3.5.1 USCG facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC
Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable
Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.
3 (Rev-4)
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 notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The
Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility
Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System
(NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.
3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste
Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the
Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas;
ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the
Environmental Records binder and required documentation, including environmental permits compliance and close-out.
3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix B, Requirements For
Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).
3.5.6 Additional Requirements. The Contractor shall be aware of the following:
3.5.6.1 No Contractor or Subcontractor shall have the authority to sign a Hazardous Waste Manifest using the
Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast
Guard facility without COR or KO-approval.
4 (Rev-4)
3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor shall prepare for and comply with local and state regulations.
3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor shall furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.
3.6 Local Policy. None.
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)).”
3.8 FLETC Base Security. The Contractor shall contact Contracting Officer upon contract award to obtain FLETC Security Base Access requirements. Contractor shall note that it can take a minimum of one month for FLETC Security to process documentation related to Base Access, and even longer for special cases such as foreign nationals. It is the responsibility of the Contractor to comply with FLETC Base
Security measures.
3.8.1 Gaining Access to FLETC Charleston:
5 (Rev-4)
Personnel that possess a valid Government Access Card (CAC) or Transportation Worker Identification
Credential (TWIC) cards are cleared to access FLETC Charleston. This includes Foreign Nationals.
Please be sure to submit the Acccess List prior to arrival (Step 2) for accountability in case any issues arise.
U.S. Citizens that do not possess a CAC/TWIC card must go through the FLETC badge application process. All paperwork must be submitted at least two weeks prior to arrival to ensure access.
Personnel must submit 2 forms; the FLETC Badge Application (complete section A and B only) and
Form 306. Be advised that DHS completes back ground checks on all applications and may deny access to those with criminal history. Personnel that will be working at FLETC periodically should submit applications for the longest possible time (1 year) to avoid re-application.
Foreign Nationals requesting access to FLETC are subject to additional screening and must submit the
FLETC badge application, Form 306 and the Foreign National Addendum 17A at least 30 days prior to arrival. Please ensure that foreign nationals have a work visa. FLETC will not allow foreign nationals with tourist visa access to the base for work.
Arriving at FLETC: All new personnel need to stop at the visitors center near the main gate to 1) Have
CAC/TWIC Card registered or pick up a badge and 2) Pick up your parking pass for your vehicle.
The parking pass takes only a few minutes to fill out on-site, bring valid license, registration and insurance. Parking for HAMILTON and JAMES is located at the head of PIER PAPA. DO NOT PARK
ON THE PIER.
3.8.2 Gaining Access to CGC HAMILTON and CGC JAMES:
All personnel, (USCG, other military, civilian employees, contractors) must submit a completed copy of the Access List Spreadsheet. This information will be available on the quarterdeck of the vessel and allows ship’s personnel to maintain visitor accountability. All visitors must sign in and out at the quarterdeck each day. Workers that will be on the ship for an extended period may be issued a badge to expedite the process.
3.8.3 Gaining Access to Secure Spaces on the Cutters
Certain spaces on board the cutter contain classified information and will require proof of security clearance before access is granted. These spaces are CIC, COMM/MEES, the LAN Room and SCIF.
Personnel wishing to work in these areas must have their clearance via OPNAV 5521/17 form in addition to the spreadsheet mentioned 3.8.2, at least two weeks prior to arrival.
3.8.4 Submitting Access Requests
All of these forms contain large amount of Personally Identifiable Information (PII). Encryption or password protection of emails is HIGHLY ENCOURAGED.
Please submit all necessary forms via email to the email list below. Please submit all forms in a single email or as size limits allow. The USCG personnel in these email lists will ensure that the forms are secured, reviewed, and forwarded to the proper personnel. You will be notified of any discrepancies with the paperwork.
Please do not hesitate to contact any of the personnel on the email list below with questions.
Person Email Phone Responsibility
LTjg Patrick Beringer Patrick.A.Beringer@usg.mil 843-740-7096 SFLC Port Engineer –
CGC HAMILTON
OS1 Cody Rochus Cody.A.Rochus@uscg.mil 843-308-9638 CGC HAMILTON
Security/Secure Access
(primary)
CGC HAMILTON
Personnel Security
D07-DG-CGHamilton-
Security@uscg.mil
843-308-9638 CGC HAMILTON
Security/Secure Access mailto:Patrick.A.Beringer@usg.mil mailto:Cody.A.Rochus@uscg.mil mailto:D07-DG-CGHamilton-Security@uscg.mil mailto:D07-DG-CGHamilton-Security@uscg.mil
6 (Rev-4)
CWO Miguel Felix Miguel.A.Felix@uscg.mil 843-740-7096 SFLC Port Engineer –
CGC JAMES
OS2 Kerron Benn Kerron.D.Benn@uscg.mil 843-308-9662 CGC JAMES
Security/Secure Access
(primary)
CGC JAMES Personnel
Security
D07-DG-CGCJames-
PERSEC@uscg.mil
843-308-9662 CGC JAMES
Security/Secure Access
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.
mailto:Miguel.A.Felix@uscg.mil mailto:Kerron.D.Benn@uscg.mil mailto:D07-DG-CGCJames-PERSEC@uscg.mil mailto:D07-DG-CGCJames-PERSEC@uscg.mil
7 (Rev-4)
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
8 (Rev-4)
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 |
9 (Rev-4)
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:
10 (Rev-4)
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).
11 (Rev-4)
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)
12 (Rev-4)
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
13 (Rev-4)
07400_JAH_1014_FLT
WORK ITEM 1: General Welding, Provide-Optional
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to provide general welding services and to clad weld designated areas.
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
None
COAST GUARD PUBLICATIONS
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes
Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures
OTHER REFERENCES
None
3. REQUIREMENTS
3.1 General.
3.1.1 CIR.
None.
3.1.2 Tech Rep.
Not applicable.
14 (Rev-4)
3.1.3 Protective measures - general. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces in the vicinity of 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 Requirement. The Contractor shall provide general welding, including but not limited to, fabrication, brazing, inspection, plate renewal, crack repair, overlay, and associated processes on Coast Guard vessels and equipment in accordance with SFLC Std Spec 0740.
3.3 Welding Repair. For bidding purposes this specification will be broke down by the following:
3.3.1 The contractor shall provide a bid to perform 2 sq. ft. of clad welding at a designated location. The bid shall include the costs of set up, gas free certification and additional ventilation as required, but no additional amount for interferences shall be included. The 2 sq. ft. of clad welding shall be in 4 inch square sections at locations designated by the Coast Guard Inspector. All locations shall be close enough that additional welding set up or additional ventilation shall not be required.
3.3.2 The contractor shall provide a bid to perform an additional 2 sq. ft. of clad welding at the same location as in paragraph 3.3.1. No additional set up shall be required. No additional gas free certification or ventilation shall be required. This section of the bid may be authorized up to 5 additional times. All welding shall take place in the same area with no additional set up, gas free certification or ventilation required.
3.4 Touch-up preservation, general. The Contractor shall prepare and coat all new and disturbed exterior and interior surfaces, as applicable, to match existing adjacent surfaces in accordance with SFLC Std
Spec 6310, paragraph 3.1.13 (Touch-ups and minor coating repairs.)
This section is not applicable to this work item.
15 (Rev-4)
12305_0717_FLT
REC_12311_FLT_418’ WMSL (753 CGC HAMILTON) (0717)
WORK ITEM 2: ATanks (MP Fuel Service), Clean and Inspect
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tank(s):
TABLE 1 - FUEL SERVICE TANKS
TYPE OF TANK LOCATION CAPACITY - 95%
(GALLONS)
LOW SUCTION (GALLONS)
Diesel Service 5-36-2-F 21,724 14
Diesel Service 5-36-3-F 21,363 14
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 750 WMSL 100-061, Rev-A, Inboard and Outboard Profile
Coast Guard Drawing 750 WMSL 101-004, Rev G, C & A, First Platform (ASC101004)
Coast Guard Drawing 750 WMSL 085-031, Rev -J, Tank Capacity Curves)
Coast Guard Drawing 750 WMSL 167-001, Rev G, Manhole List Installation and Fabrication
Details
Coast Guard Drawing 750-WMSL-801-009, Rev A, Booklet of General Plans (ASC801001)
COAST GUARD PUBLICATIONS
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes
16 (Rev-4)
OTHER REFERENCES
Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2013,…
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