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SCHEDULED DOCKSIDE RPAIRS USCGC JOSHUA APPLEBY (WLM-556) FY14
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USCGC JOSHUA APPLEBY (WLM 556)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2014

Developed By: Robert K Woods2 (Rev-0, 05 June 2013)

TABLE OF CONTENTS

Revisions Recordiii
Consolidated List of Referencesiv
Consolidated List of Government-furnished Propertyix
Consolidated List of Critical Inspection Itemsxii
Principal Characteristicsxiii
GENERAL REQUIREMENTS1
WORK ITEM 1: Circuit Breakers (60 Hz), Inspect and Test11
WORK ITEM 2: Vent Ducts (Engine and Motor Room All), Commercial Cleaning14
WORK ITEM 3: Vent Ducts (Galley and Pantry Room All), Commercial Cleaning16
WORK ITEM 4: Vent Ducts (Laundry Exhaust), Commercial Cleaning19
WORK ITEM 5: Vent Ducts (All Other), Commercial Cleaning21
WORK ITEM 6: Hydraulic Chain Stoppers, Overhaul24
WORK ITEM 7: Crossdeck Winches, Overhaul29
WORK ITEM 8: Hydraulic Inhaul Winch, Inspect and Service – Tier II34
WORK ITEM 9: Single Point Davit, Level 2 Inspect and Repair43
WORK ITEM 10: Buoy Crane, Inspect and Service – Tier II47
WORK ITEM 11: Fantail Ladder, Upgrade56
WORK ITEM 12: Weather Deck 02-03 Level Inclined Ladder, Upgrade58
WORK ITEM 13: Buoy Chain Winch and Cross deck winch Emergency Brake Release Hand Pump Modifications60
WORK ITEM 14: Deck Covering (Interior Wet/Dry), Renew64
WORK ITEM 15: Vent Space Decks, Preserve67
WORK ITEM 16: Temperature Control Valve, Renew69
WORK ITEM 17: Cargo Hatch, Repair73
WORK ITEM 18: Gunwale Plating, Renew76
WORK ITEM 19: Pyro Locker Foundation, Relocate79
WORK ITEM 20: Watertight Doors and Hatch (External), Renew83
WORK ITEM 21: Oil Containment Coamings, Repair87
WORK ITEM 22: Plumbing Drain and Vent Piping, Renew90
WORK ITEM 23: HP5 and HP6 Foundation, Renew98
WORK ITEM 24: Weather Deck Stuffing Tubes, Renew105
WORK ITEM 25: Fuel Oil Valves, Renew112
WORK ITEM 26: Sewage Tank Aerator Compressor, Renew115
WORK ITEM 27: Hand Rails and Stanchions Renew118
WORK ITEM 28: Bulkhead Plating Renew121
WORK ITEM 29: Gooseneck Vents, Renew126
WORK ITEM 30: Goose Neck Vent Pipes, Renew129
WORK ITEM 31: Plumbing Drain and Vent Piping, Renew132

USCGC JOSHUA APPLEBY (WLM-175) DOCKSIDE AVAILABILITY FY2014

ii
(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.

USCGC JOSHUA APPLEBY (WLM-175) DOCKSIDE AVAILABILITY FY2014

iii
(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 175 WLM 167-001, Rev K, Structural Closures Coast Guard Drawing 175 WLM 422-001, Rev G, Navigation, Signal & Searchlight Block, Isometric and Arrangements Coast Guard Drawing 175 WLM 512-001, Rev E, HVAC Diagram Coast Guard Drawing 175 WLM 573-001, Rev M; Buoy Deck Arrangement Coast Guard Drawing 175 WLM 573-050, Rev A, Hydraulic Piping Installation for Chain Stopper Coast Guard Drawing 175 WLM 573-051, Rev B, Chain Stopper Structural Modifications for Hydraulic Roller Assembly Coast Guard Drawing 175 WLM 601-001, Rev L, General Arrangement, Inboard and Outboard Profiles Coast Guard Drawing 175 WLM 601-003, Rev K, Booklet of General Plans Coast Guard Drawing 175 WLM 623-001, Rev L, Ladders, Inclined & Vertical Assy & Detail Coast Guard Drawing 175-WLM 256-1, Rev H, Seawater Cooling System Diagram Coast Guard Drawing 175-WLM 320-1, Rev U, Electrical One-Line Diagram Coast Guard Drawing 175-WLM 506-1, Rev -, Overflows, Air Escapes & Sounding Tubes Diagrams Coast Guard Drawing 175-WLM 506-7, Rev D, Vents & Sounding Tubes Main Deck & Above a & D, Hull Block 970 Coast Guard Drawing 175-WLM 512-13, Rev A, HVAC Std Details & General Instructions Coast Guard Drawing 175-WLM 512-5, Rev -, HVAC a&D, Frame 6 FORWARD, Hull Block 901 Coast Guard Drawing 175-WLM 512-6, Rev C, HVAC a &D, Frame 24-6, Hull Block 910 Coast Guard Drawing 175-WLM 541-1, Rev H, Fuel Oil System Diagram Coast Guard Drawing 175-WLM 593-1, Rev G, Sewage & Waste Water System Diagram Coast Guard Drawing 175-WLM 601-3, Rev C, Booklet of General Plans Coast Guard Drawing 175-WLM 167-1, Rev -, Structural Closures Coast Guard Drawing 175-WLM 180-007, Rev -, Foundations Hull Block 960 Coast Guard Drawing 175-WLM 330-2, Rev E, Lighting System Frame 24 Forward, Hull Block 910 & 901 Coast Guard Drawing 175-WLM 423-1, Rev N, Electronic Navigation System Block & Isometric Coast Guard Drawing 175-WLM 423-3, Rev -, KDF 538 VHF-FM/ADF Relocation Coast Guard Drawing 175-WLM 445-1, Rev H, Radio Communication Systems Block Diagram and Isometric Coast Guard Drawing 175-WLM 506-008, Rev C, Oil Containment Coamings Coast Guard Drawing 175-WLM 528-1, Rev ~, Plumbing & Interior Deck Drains Diagram Coast Guard Drawing 175-WLM 528-6, Rev -, Plumbing & Deck Drains a & D, Hull Blocks 910,930 Coast Guard Drawing 175-WLM 528-8, Rev -, Plumbing & Deck Drains a & D, Hull Block 970 Coast Guard Drawing 175-WLM 549-001, Rev D, Onboard Lubrication Requirements Coast Guard Drawing 175-WLM 549-001, Rev E, Onboard Lubrication Requirements Coast Guard Drawing 175-WLM 573-001, Rev K, Buoy Deck Arrangement Coast Guard Drawing 175-WLM 573-001, Rev R, Buoy Deck Arrangement Coast Guard Drawing 175-WLM 601-001, Rev N, General Arr, Inboard & Outboard Profiles Coast Guard Drawing 175-WLM 601-001, Rev N, General ARR, Inboard and Outboard Profiles Coast Guard Drawing 175-WLM 601-01, Rev N, General ARR, Inboard and Outboard Profiles Coast Guard Drawing 175-WLM 601-3, Rev -, Booklet of General Plans Coast Guard Drawing 175-WLM 612-001, Rev G, Lifeline, Rails & Stanchions Coast Guard Drawing 175-WLM 634-001, Rev G, Deck Covering Schedule Coast Guard Drawing 175-WLM 635-001, Rev F, Hull Thermal & Acoustic Insulation Schedule Coast Guard Drawing 175-WLM 635-1, Rev F, Hull Thermal & Acoustic Insulation Schedule Coast Guard Drawing 175-WLM 702-01, Rev D, M240 Cal Mach Gun Install Arrg't & Dets Coast Guard Drawing 175-WLM 801-015, Rev -, Scantlings, Decks & Platforms.

Coast Guard Drawing 175-WLM 801-15, Rev C, Scantlings, Decks & Platforms Coast Guard Drawing 175-WLM 801-19, Rev -, Shell Expansion Coast Guard Drawing 175-WLM 801-19, Rev C, Shell Expansion Coast Guard Drawing 175-WLM 920-003, Rev G, Hull Block 920 Block Assembly Coast Guard Drawing 175-WLM 960-001, Rev L, Hull Block 960 Panels Coast Guard Drawing 175-WLM 970-001, Rev K, Hull Block 970 Panels Coast Guard Drawing FL 7101-573, Rev L, Buoy Chain Winch Assy Model CW1 Coast Guard Fleet Drawing FL-1702-11, Rev -, Inspection of Sheaves Coast Guard Fleet Drawing FL-2605-29, Rev H, Chain Stopper System – Rising Sheave Assembly NAVSEA Dwg 803-1385866, Penetrations; Bulkhead and Deck

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Coast Guard Commandant Instruction (COMDTINST) M10360.3C Coatings and Color Manual Coast Guard Technical Publication (TP) 3498, 30-OCT-02, Buoy Chain Winch Coast Guard Technical Publication (TP) 3498, Section A, Feb 2008, Buoy Chain Winch Coast Guard Technical Publication (TP) 3558, JAN 2003, Manufacturer's Instruction Book - SWBS Group(s) 573, Section 573-A (Winch, Cross Deck - Model Bmd 390), Section 573-B, (Winch, Cross Deck - Model Bmd 471) Coast Guard Technical Publication (TP) 3610, Section 167-A, July 2002, Power Operated Cargo Hatch, Coastal Buoy Tender, Model No. D-WK-787.

Coast Guard Technical Publication (TP) 3613, 07-JAN-97, Manufacturers Instruction Book - SWBS Group(s) 242-262 Coast Guard Technical Publication (TP) 3619, 13-AUG-98, Manufacturers Instruction Book-SWBS Group(s) 324 Coast Guard Technical Publication (TP) 3626-516, Rev A, PUMP, AC HEAT Coast Guard Technical Publication (TP) 3630, Section 573-A, Mar 2008, Manufacturer's Instruction Book-SWBS Group 573, Buoy Crane Coast Guard Technical Publication (TP) 3631, Mar 2007, Manufacturer’s Instruction Book-SWBS Group(s) 573-581, Section B, Cross Deck Winch Coast Guard Technical Publication (TP) 3632, Feb 2001, Chapter 583, Section C, Technical Manual for Slewing Arm Davit Model D6000CT Coast Guard Technical Publication (TP) 3633, 07-JAN-97, Manufacturers Instruction Book-SWBS Group(s) 593 Coast Guard Technical Publication (TP) 3661, SWBS 573-D (for WLM Hulls 551-553), Jan 1997, Chain Stopper Coast Guard Technical Publication (TP) 3661, SWBS 573-E (for WLM Hulls 554-564), Jan 1997, Chain Stopper Coast Guard Technical Publication (TP) 4987, 31-MAY-11, 3-Way Valve Electro-Pneumatic Controller - Model Pmc-2 Naval Engineering Directive (NED) 5890-02, March 2005, Inspection and Test Procedure For Buoy Crane Model SB230-42 Onboard WLM 551-564 Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, Jan 2009, General Requirements Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, Jan 2012, General Requirements Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0740, Jan 2009, Welding and Allied Processes Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0740, Jan 2009, Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0740, Jan 2012, Welding and Allied Processes Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3041, Jan 2009, Shipboard Electrical Cable Test Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3042, Jan 2009, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, And Installation Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 6310, Jan 2012, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012, Welding and Allied Processes Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0740, Jan 2009, Welding and Allied Processes.

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), Jan 2009, Shipboard Electrical Cable Test Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2012, Auxiliary Machine Systems Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 5000, Jan 2009, Inspect, Repair, And Test Auxiliary Machine Systems Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2012, Clean Shipboard Ventilation Systems Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Preserve Ship Structures Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2012, Install Interior Deck Covering Systems Surface Forces Logistics Command (SFLC) Naval Engineering Directive (NED) 5735-01, Inspection and Test Procedure for Buoy Chain Winch Model CW-1 Onboard WLM 551-564 and WLB 201-215, May 2010 Welding and Allied Processes

OTHER REFERENCES

American National Standard Institute/American Water Works Association ANSI/AWWA C217, 2009, Petrolatum and Petroleum Wax Tape Coatings for the Exterior of Connections and Fittings for Steel Water Pipeline American Society for Testing and Materials (ASTM) B61 -08, 2008, Standard Specification for Steam or Valve Bronze Castings American Society of Mechanical Engineers (ASME) 816.15, 2011 , Cast Copper Alloy Threaded Fittings, Classes 150 and 250 American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and Welding End ASTM Internalional (ASTM) 8466, 2007, Standard Specification for Seamless Copper-Nickel Pipe and Tube ASTM International (ASTM) B62, 2002, Standard Specification for Composition Bronze or Ounce Metal Castings ASTM International (ASTM) B75, 2005, Standard Specification for Seamless Copper Tube ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates Code of Federal Regulations (CFR) Title 33 CFR, Jul 2010, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety Administration, Department Of Transportation 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-F-1183, May 1987, Fittings, Pipe, Cast Bronze, Silver-Brazing, General Specifications for MIL-PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cutback, Cold-Application MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness.

MIL-STD·1627, Sep 1994, Bending of Pipe or Tube for Ship Piping Systems MIL-STD-2003-3, Sep 2009, Electric Plant Installation Standard Methods for Surface Ships & Submarines (Penetrations) MlL-T-16420, Rev Rev K, Amd 1, 9/ 16/1988; Tube, Copper-Nickel Alloy, Seamless and Welded (Copper Alloy Numbers 715 and 706 MlL-T-16420, Rev Rev K, Amd 1, 9/ 16/1988; Tube, Copper-Nickel Alloy, Seamless and Welded (Copper Alloy Numbers 715 and 706) National Electrical Manufacturers Association (NEMA) Stds, Pub. No. AB4, 2003, Guidelines for Inspection and Preventive Maintenance of Molded Case Circuit Breakers Used in Commercial and Industrial Applications NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), May 1997, Requirements for Fabrication, Welding, and Inspection of Submarine Structure The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2004, Solvent Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC) 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.3 (SSPC-SP 3), 2004, Power Tool 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 The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning The Society for Protective Coatings (SSPC)/NACE Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2004, Near-White Blast Cleaning Underwriters Laboratories Inc. (UL) 489, May 2002, Molded Case Circuit Breaker

USCGC JOSHUA APPLEBY (WLM-175) DOCKSIDE AVAILABILITY FY2014

viii
(Rev-0)

Consolidated List of Government-furnished Property The following is a list of property, which the Government will furnish. This list supersedes any other material obligations indicated or implied by referenced drawings.

WORK ITEM
MTI
ITEM DESCRIPTION
NSN/PN
QTY
ESTIMATED COST

($/UNIT)

6
N
Repair Kit Assembly
NSN: 2040-01-496-9418
2 ea.
1,409.15
6
N
**Rod Seal Repair Kit (FL-2605-29 PC#37)
NSN: 2040-01-496-9422
2 ea.
3,030.07
6
N
**Repair Kit, Cable Chain (Includes Pads) (FL-2605-29 PC#36)
NSN: 3020-01-538-0684
16 ea.
800.00
6
N
**Cylinder Assembly Actuating, Linear
NSN: 3040-01-496-9424
2 ea.
1,894.47
8
N
Roller bearing Unit
NSN:3130-01-504-4363
2 ea.
4,012.00
8
N
Grease seal
NSN: 5330-01-462-5544
4 ea.
79.25
8
N
Level wind pivot bushing
PN:7101-573-1 PC-17 (Marinette Marine)
1 ea.
392.00
8
N
Level wind thrust bearing
PN:7101-573-1 PC-16 (Marinette Marine)
2 ea.
249.00
8
N
Rexroth DCV
PN: 4WE6E6X/EW110N9Z45
1 ea.
450.00
8
N
Rexroth Sandwich flow control
PN: Z2FS6-2-4X/2QV
1 ea.
250.00
8
N
Sun Sandwich Relief valves
PN:RPEC-LAN-FB2
2 ea.
900.00
8
N
Rexroth Tandem Center proportional Directional Valve
PN: 4WRE-64-1X/24Z4/M
1 ea.
300.00
8
Y
Level wind hydraulic cylinder)
NSN: 3040-01-441-3721
1 ea.
7,423.00
8
N
3:1 Pilot Ratio, Vented Counterbalance Valve Assembly
PN: CWEA-LHN (Sun Hydraulics Corp)
1 ea
98.70
8
N
Fully Adjustable Needle Valve
PN: NFDC-LAN (Sun Hydraulics Corp)
1 ea
48.75
8
Y
**Hydraulic Motor
NSN: 4320-01-445-2248
1 ea
23,998
8
N
**Hand Pump
NSN:4320-01-015-9422

PN:P-18 (Enerpac, LTD_

1 ea.
218.76
9
N
Swing Brake Seal Kit
NSN: 2030013512820
2 ea
138.80
9
N
Swing Brake Disc & Bearing Kit
NSN: 2030013499486
2 ea
937.70
9
Y
**Winch Assembly
NSN: 2030015051581
1 ea.
17,454.50
10
N
**Aux Hoist Hook
NSN: 3950-01-617-1692
1 ea
629.31
10
Y
**Main Hoist Block
NSN: 3950-01-617-1700
1 ea
1,425.45
10
N
**Relief Valve Cartridge
NSN: 0000-XF-C13-7597
1 ea
425.00
10
N
**Control Stand Selector Valve Assembly
NSN: 4730-01-507-3516
1 ea
1,145.21
10
N
**Bushing, Luff Cylinder
NSN: 3120-01-363-7629
4 ea
105.91
10
N
**Pin, Luff Cylinder
NSN: 5315-01-F12-2922
2 ea
1,576.00
10
N
Luff Cylinder Seal kit
PN: YMD-6867-R
1 ea
380.00
10
N
Holding Valve
NSN: 4810-01-353-0586
2 ea
84.88
10
N
Shuttle Valve
NSN: 4820-01-317-2748
2 ea
18.97
10
N
Needle Valve
NSN: 4820-01-329-0051
1 ea
36.17
10
Y
Luff Cylinder Control Valve
NSN: 4820-01-602-7668
1 ea
5,259.00
10
N
Bushing, Heel
NSN: 5365-01-F12-2920
4 ea
81.00
10
N
Snap ring
NSN: 5325-00-005-5768
4 ea
274.99
10
N
**Pin, Heel
NSN: 5315-01-500-6931
2 ea
1006.60
10
N
**Hand pump w/ Stainless Steel Option, P18
NSN: 4320-01-517-1444
1 ea
$473
10
N
**Main Winch Brake & Master rebuild seal kit: Backing plate (Item 231) Plate (Item 232) Divider plate (item 233) Backing plate (Item 234) Brake valve O-ring kit GH30 seal kit
NSN: 3040-00-119-9848 NSN: 3040-01-068-7647 NSN: 3010-00-119-0459 NSN: 3040-00-119-9848 NSN: 5330-01-191-2622 PN: 76404
1 ea 1 ea. 1 ea. 1 ea. 1 ea. 1 ea.
906.38 315.31 163.92 906.38 5.15 165.23
10
N
**Aux Winch Brake and Master rebuild seal kit: Disc-friction Disc-steel PD12C Seal kit Brake valve O-ring kit
NSN: 2530-01-066-9585 NSN: 3040-01-051-3606 NSN: 5999-00-036-3657 NSN: 5330-01-191-2622
1 ea. 1 ea. 1 ea. 1 ea.
23.43 8.49 61.29 5.15
10
N
Hydraulic swivel seal kit
MSN: 4730-01-566-2864
1 ea
1,125.00
10
N
**Eskridge Master rebuild kit
NSN: 0000-XF-C05-3702
3 ea
1,758.00
10
Y
**Hydraulic Control Valve Assembly (winch)
NSN: 4810-01-566-2663
1 ea.
6,378.00
10
Y
**Hydraulic Control Valve Assembly (Swing/Luff)
NSN: 4820-01-602-7668
1 ea.
5.259.00
10
N
Hex Head Cap Screw
1.500-6NC X 4.5 LG
90
10
N
Threaded Stud
1.50-6NC X 6.0 LG
3
10
N
Hardened Flatwasher
1.5 Dia
93
13
N
P-392 Hand Pump
4320-01-286-4065/P-392
1 ea.
368
13
N
Dust Plug
5340-01-172-2794/FD45-1041-06
1 ea.
5
13
N
Dust Cap
5340-01-172-3737/FD45-1040-06
5 ea.
2
13
N
QD Coupling (F)
4730-01-219-4962/FD45-1005-06-06
1
5
13
N
QD Coupling (M)
4730-00-247-9189/FD45-1004-06-06
5
12
13
N
Hose Assembly
4720-01-519-8155/H-7203
1
98
13
N
Gauge, 0-10000
6685-00-964-7773/GP-105
1
91
13
N
Adapter
4730-00-336-0721/GA-2
1
50
20
Y
30”x30” WT, w/QAWT Scuttle 21”, steel, 8-dog, w/12” coaming
NAVSEA DWG 805-1624093 NAVSEA DWG 805-1401892
1 ea.
$4000
20
Y
30” X 66” QAWTD; Steel, RH; 10 dog; w/o Fixed Light
0216701-22
1 ea.
$4500
20
Y
26” X 66” QAWTD; Steel, LH; 10 dog; w/o Fixed Light
0216701-21
1 ea.
$4500

*Government-loaned property, which shall be returned to the vessel upon completion of the availability.

**New or refurbished equipment that the Government may provide for installation in place of existing equipment.

***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter

xi
(Rev-0)

Consolidated List of Critical Inspection Items The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000, paragraph 3.2.6.5 (Inspection report particulars)):

Work Item
Title
6
Hydraulic Chain Stoppers, Overhaul
7
Crossdeck Winches, Overhaul
8
Hydraulic Inhaul Winch, Inspect and Service – Tier II
9
Single Point Davit, Level 2 Inspect and Repair
10
Buoy Crane, Inspect and Service – Tier II
xii
(Rev-0)

PC_175_WLM_310

Principal Characteristics

175' WLM BUOY TENDER

PHYSICAL CHARACTERISTICS

Length Overall
174' 8"
Length between Perpendiculars
155' 1"
Depth
14' 8"
Maximum Beam
36' 0"
Designed Draft
8' 0"
Mast Height (Above 8' Waterline)
58' 8"
Frame Spacing
20"
Full Load Displacement
906.42 long tons
Light Load Displacement
840 long tons
Minimum Op Condition Displ
870 long tons

MACHINERY CHARACTERISTICS

Main Propulsion
Two Caterpillar 3508 DITA V-8 diesel; 999 BHP ea @ 1500 RPM

Two Ulstein 360 degree steerable Z-Drives, 403 SRPM @ 1600 ERPM

Reduction Gears
Two Z-Drive units, Cardan shafting; 3.973:1 gear ratio
Shaft Seal
John Crane Type ND
Shaft Bearings
Five pedestal mounted, Cooper split roller bearings
Number of Propellers
2
Number of Blades
4
Diameter
57.1"
Rudders
None; Z-drive
Ship's Service Generators
Three Caterpillar Model 3406 DITA Turbocharged; 285KW, 450V, 60 Hz, 1800 RPM
Emergency Diesel Generator
One Caterpillar Model 3406 DIT 210 KW, 24V, 60 Hz, 1800 RPM

TANK CAPACITIES

Diesel Oil Capacity (100%)
16,385 gal
Fresh Water Capacity (100%)
7,339 gal
Lubricating Oil (100%)
86 gal
108
(Rev-0)

00000_0413_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.

2. REFERENCES

Coast Guard Drawings None Coast Guard Publications Coast Guard Commandant Instruction (COMDTINST) M10360.3C, Change 1, Jun 2006, Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures Other References NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), May 1997, Requirements for Fabrication, Welding, and Inspection of Submarine Structure Code of Federal Regulations (CFR) Title 33 CFR, Jul 2010, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety Administration, Department Of Transportation

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 also to all other work subsequently authorized by changes, modifications, or extensions to the contract.

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

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

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

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

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

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

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

3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 11 (Cutter and Boat Colors Exterior and Interior).

NOTE

Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes (provided in Chapter 11 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.

3.4.1 HY-130 material substitution. The Contractor shall be aware that HY-130 steel plating is no longer commercially available. For the purpose of performing flight deck repairs on US Coast Guard WMEC-270 “B-Class” cutters, Weldox 900 steel plating has been approved as a replacement for HY-130. Due to the similarity in material properties and weldability of HY-130 and Weldox 900, all welding procedures and welder qualifications for welding Weldox 900 shall be the same as those outlined in NAVSEA TP 1688 as applicable for welding HY-130.

3.4.2 Standard spec modification. For any welding involving HY-130 on the flight deck of WMEC-270 “B-Class” cutters, perform all welding and allied processes, and non-destructive testing/inspection (NDT/NDI) in accordance with NAVSEA TP 1688. The Contractor shall be aware that the welding requirements specified in this document take precedence over paragraph 3.3.6 of SFLC Standard Spec 0000 for the purpose of welding involving HY-130.

3.4.3 Approval to weld HY-130. To obtain Coast Guard approval to weld on HY-130 steel for WMEC-270 “B-Class” cutters, the Contractor shall provide written Performance Qualification Records (PQR’s) for each process to be used. The PQR’s shall be approved by one of the regulatory agencies affirming that the WPS meets the welding requirements of NAVSEA TP 1688. In addition, the Contractor shall ensure that all subcontractors, prior to performing welding operations, have qualified procedures by meeting all the requirements set forth in this document.

NOTE

NAVSEA approval is NOT required for welding procedures submitted but the procedures must be reviewed and shown to satisfy the requirements set forth in NAVSEA TP 1688, by a welding regulatory agency. The requirements for welding Weldox 900 shall be considered the same as those for welding HY-130

3.5 HW disposal. The Contractor shall be responsible for all hazardous wastes generated by work under this contract. Label and package all hazardous wastes in 49 CFR-approved containers, and in accordance with all other applicable Federal, state, and local laws and regulations. In addition, comply with applicable parts of 40 CFR 262, applicable to handling of hazardous wastes.

3.5.1 Along with the Government, the Contractor shall be contractually considered the co-generator of all hazardous wastes; be aware that the Government will make available its facility’s EPA Generator Identification (ID) Number for manifesting of hazardous wastes.

3.5.2 The Contractor shall identify, arrange, and be responsible for the turnover of all hazardous wastes, within the confines of the Coast Guard shore facility, to the facility’s HM/HW Coordinator. Notify the ship’s HW Coordinator prior to any transfers of HW from ship to shore.

3.5.3 The Contractor shall prepare a manifest of hazardous waste to be reviewed and signed by the HM/HW Coordinator. Contact the HM/HW Coordinator for turnover of any hazardous waste; in addition, notify the COR in writing 24 hours prior to any waste removals, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.4 The Contractor shall be aware of the following:

3.5.4.1 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.

3.5.4.2 Local environmental regulations at the Government facilities may be more stringent than in many jurisdictions. As with all environmental regulations, it is the Contractor's responsibility to research, prepare for, and comply with local and state regulations.

3.5.4.3 Coast Guard facilities do not have Facilities Response Plans (see 33 CFR 154 Subpart F). It is the Contractor’s responsibility to furnish the Facility Response Plan (FRP) when required for over-the-water liquids transfers to and from vessels. This requirement is applicable to transfers to/from vessels with an oil/fuel capacity of 250 barrels or more.

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

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

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

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

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

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

3.6.3 SFLC Std Spec 0450, Electrical Power for Contractor’s Tools and Equipment, page 1, paragraph 1.1 Intent. Add sentence, “Note that stray current protection for welding equipment is covered in SFLC Standard Specification 0740, Welding and Allied Processes, Appendix E.” to end of paragraph.

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

3.6.3.2 SFLC Std Spec 0450, Electrical Power for Contractor’s Tools and Equipment, page 6, paragraph 3.4 Equipment Grounding. Delete paragraphs 3.4.1.4 and 3.4.1.5.

3.6.3.3 SFLC Std Spec 0450, Electrical Power for Contractor’s Tools and Equipment, page 6, paragraph 3.4 Equipment Grounding. Delete Figure 5.

4. NOTES

4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 0000 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

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-based 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-12, SP-11, SP-10…).

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

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

Vessel Name
Hull #
Work Item #
Work Item Title

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 |

Name of QP-1/NACE Inspector
Signature
Cert. #
Date / Time

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

Vessel Name
Hull #
Work Item #
Work Item Title
Location of Work (Frame References)
Area (sqft)
SURFACE PREPARATION METHOD
PROFILE ACHIEVED (mils)
Min
Max
Mean

SSPC-SP-10/NACE No. 2

SSPC-SP-12/NACE No. 5

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

Abrasive Manufacturer and 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 Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils

Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils

Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils

Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils

Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils

Mean Mil Reading (IAW ASTM D4417-Method C) for above 15 readings: ______________

Name of QP-1/NACE Inspector
Signature
Cert. #
Date / Time

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

Vessel Name
Hull #
Work Item #
Work Item Title
Location of Work (incl. frame #’s)
Area (sqft)
SURFACE PREPARATION METHOD
PROFILE ACHIEVED (mils)
Min
Max
Mean

SSPC-SP-10/NACE No. 2

SSPC-SP-12/NACE No. 5

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

Abrasive Manufacturer and 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
_____ mils
_____ mils
_____ mils
_____ mils
Reading:
_____ mils
_____ mils
_____ mils
_____ mils
_____ mils
Reading:
_____ mils
_____ mils
_____ mils
_____ mils
_____ mils
Reading:
_____ mils
_____ mils
_____ mils
_____ mils
_____ mils
Reading:
_____ mils
_____ mils
_____ mils
_____ mils
_____ mils
Reading:
_____ mils
_____ mils
_____ mils
_____ mils
_____ mils
Reading:
_____ mils
_____ mils
_____ mils
_____ mils
_____ mils
Reading:
_____ mils
_____ mils
_____ mils
_____ mils
_____ mils
Reading:
_____ mils
_____ mils
_____ mils
_____ mils
_____ mils
Reading:
_____ mils
_____ mils
_____ mils
_____ mils
_____ mils

Mean Mil Reading (IAW ASTM D4417-Method B) for above 10 readings (by column):

_____ mils
_____ mils
_____ mils
_____ mils
_____ mils
Name of QP-1/NACE Inspector
Signature
Cert. #
Date / Time

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

Vessel Name
Hull #
Work Item #
Work Item Title
Location of Work (incl. frame #’s)
Area (sqft)

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15

DATE
TEST LOCATIONS
CONDUCTIVITY

(microsiemens/cm)

Name of QP-1/NACE Inspector
Signature
Cert. #
Date / Time

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

Vessel Name
Hull #
Work Item #
Work Item Title
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

Avg. BMR
Deviation
Before Adjustments
After Adjustments

Avg.

SPOT
1
2
3
4
5

Overall Avg. DFT

ADJUSTMENTS

Avg. BMR
Deviation
Before Adjustments
After Adjustments

Avg.

SPOT
1
2
3
4
5

Overall Avg. DFT

ADJUSTMENTS

Avg. BMR
Deviation
Before Adjustments
After Adjustments

Avg.

Application Method (Airless, Conventional Spray, Rolled)
Average DFT
Name of QP-1/NACE Inspector
Signature
Cert. #
Date / Time

32123_JSP_0309_175

WORK ITEM 1: Circuit Breakers (60 Hz), Inspect and Test

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect and test circuit beakers (60 Hz) located on the Switchboards.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 175-WLM 320-1, Rev U, Electrical One-Line Diagram Coast Guard Publications Coast Guard Technical Publication (TP) 3619, 13-AUG-98, Manufacturers Instruction Book-SWBS Group(s) 324 Other References National Electrical Manufacturers Association (NEMA) Stds, Pub. No. AB4, 2003, Guidelines for Inspection and Preventive Maintenance of Molded Case Circuit Breakers Used in Commercial and Industrial Applications Underwriters Laboratories Inc. (UL) 489, May 2002, Molded Case Circuit Breaker

3. REQUIREMENTS

3.1 General. The Contractor shall provide skilled technicians, portable instrument standards and all necessary equipment to inspect and test circuit breakers designated in the work item. The Contractor may remove the circuit breakers from the vessel to a shoreside test facility. If this is done the Contractor shall exercise extreme care in transporting and reinstalling the circuit breakers to original operating condition on Switchboard.

3.1.1 Prior to any wiring disconnection and removal of circuit breakers, the Contractor shall record all wiring information, trip setting adjustments, and equipment locations necessary for use in later reinstallation. Retain all mounting and connecting hardware for later reuse. Submit a CFR.

3.1.2 Disconnect and remove the circuit breakers listed in the Table 1& 2. Coordinate the disconnection and removal of the circuit breakers with the COTR to minimize disruption of power. Temporarily cover or insulate switchboard or panel board openings created by the removal of circuit breakers to prevent personnel contact with energized conductors.

3.1.3 The Contractor shall notify the COTR 48 Hours prior to start work on this item.

3.2 Inspection requirement. The Contractor shall inspect all circuit breaker wire connectors, screws and plating and submit a CFR.

3.2.1 Surface burn marks and hairline cracks are acceptable but shall not deteriorate the mold surface or impair physical strength. Cracks are not permitted in wall section between phase and a ground plane when there is a conducting part in contact with the wall section. Cracks shall not exceed 0.75 inch in length, and in no case should be greater than 50 percent of the length of the surface in which the crack appears. Submit a CFR.

3.3 Circuit breaker testing. The contractor shall test circuit breakers listed in the Table 1&2 in accordance with the National Electrical Manufacturers Association (NEMA) AB 4 or UL 489 Molded Case Circuit Breakers. The test shall include, at a minimum:

Mechanical Operation Insulation Resistance Individual Pole Resistance Inverse-Time Over current Tripping Instantaneous Over current Tripping Rated Hold-In Current (Note: Perform this test only on the circuit beakers which are tripping under normal load condition. The Coast Guard Inspector will identify the circuit beakers).

3.4 Circuit breaker data sheet. The contractor shall provide data sheet of each circuit breaker testing with the following information:

Circuit Breaker Model and Serial Number Circuit Breaker Service Circuit Breaker Visual Condition Test Voltage/Test Amperes Type of Test/Test Method/Test Date/Name of Test Laboratory Result of Testing

3.5 Contractor’s option for circuits breaker renewal. The Contractor may elect to renew circuit breakers in lieu of testing (due to high cost of labor for testing or non available near by testing facilities) at no additional cost to the government. Ensure that all circuit breakers shall be UL 489 Certified.

TABLE 1 – circuit breaker list

quantity
DESCRIPTION
siemens Part NO
service
location
1
800 AF, 400 AMP
AS8AEXBA06DU4
SS Switchboard Emergency Switchboard Bus Tie
Emergency Switchboard, 450 Volt Section
1
800 AF, 375 AMP
AS8AEXBA06DU4
Emergency Generator
Emergency Switchboard, 450 Volt Section

TABLE 2– circuit breaker list

quantity
DESCRIPTION
siemens Part NO
service
location
1
800 A, F400 AT
RL-AS8EAGXBA06E
Shore Power
Main Switchboard
3
800 AF, 520 AT
RL-AS8EAEXBA06DUA
SSDG No.1,2&3
Main Switchboard
2
800 AF -Non Automatic
RL-AS8EXXXBXXXE
Bus Tie 1S-2S & 2S-3S
Main Switchboard
1
800 AF, 700 AT
RL-AS8EAEXBA06DU4
Bow Thruster
Main Switchboard

3.6 Circuit Breaker Installation. After all testing is complete, reinstall circuit breakers using previously recorded wiring information to its original operating condition and Coast Guard TP 3619.

3.7 Operational test-post repairs. After completion of the work, the Contractor shall witness an operational test (by Coast Guard personnel) of all circuit breakers to prove satisfactory operating condition. Submit a CFR.

3.7.1 Operate each Circuit Breaker “ON” and “OFF” several times to exercise the circuit breaker and ensure that mechanical linkages are free.

3.7.2 Direction of Rotation Test – Perform a direction of rotation test on each new and disturbed three-phase motor circuit.

4. NOTES

This section is not applicable to this work item.

51200_0712_FLT

REC_51200_FLT_175 WLM (ALL) (0512)

WORK ITEM 2: Vent Ducts (Engine and Motor Room All), Commercial Cleaning

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the designated shipboard ventilation systems.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 175 WLM 512-001, Rev E, HVAC Diagram Coast Guard Publications Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General Requirements Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2012, Clean Shipboard Ventilation Systems

Other References None.

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures. The Contractor shall furnish and install suitable covering to seal off and protect all non-affected surfaces/equipment and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, remove protective material and inspect for the presence of contamination. Clean all equipment and spaces, contaminated due to improper protection, to original condition of cleanliness.

3.1.4 Interferences. The Contractor shall be aware that interferences in way of work include, but are not limited to the below-listed. Handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences):

Ducting screens.

Electric pre-heaters.

Hot/Chill water coils.

Overhead sheathing/panels.

Ventilation covers..

3.2 Operational test - initial. Prior to commencement of work, the Contractor shall witness an operational pre-test (by Coast Guard personnel) of the ventilation systems included in this work item, to demonstrate existing operational condition. Submit a CFR.

3.3 Cleaning requirements. The Contractor shall clean and inspect the following ventilation systems, shown on Coast Guard Drawing 175 WLM 512-001, in accordance with SFLC Std Spec 5100. Submit a CFR.

SYSTEM LOCATION
TYPE
SYSTEM No.
Engine room
Supply
S1-71-1-Q
Engine room
Exhaust
E03-70-0-Q

3.4 Notification. The Contractor shall give written notification to the COR, 48 hours before starting ventilation cleaning work.

3.5 Operational test – post repairs. After completion of work, the Contractor shall, in the presence of the Coast Guard Inspector, thoroughly test and prove the ventilation systems to be satisfactory operating condition. Submit a CFR.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

4. NOTES

This section is not applicable to this work item.

51201_0712_FLT

REC_51200_FLT_175 WLM (ALL) (0512)

WORK ITEM 3: Vent Ducts (Galley and Pantry Room All), Commercial Cleaning

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the designated shipboard ventilation systems.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 175 WLM 512-001, Rev E, HVAC Diagram Coast Guard Publications Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General Requirements Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2012, Clean Shipboard Ventilation Systems

Other References None.

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Technical Representative.

Not applicable.

3.1.3 Protective measures. The Contractor shall furnish and install suitable covering to seal off and protect all non-affected surfaces/equipment and spaces in the…

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