ATTACHMENT 2 - SOW BERTHOLF DS FQ3 2 4 2021.pdf
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70Z08521QP4517900
USCG BERTHOLF WMSL750
DRYDOCK REPAIRS FY-2021
USCGC BERTHOLF (WMSL 750)
SPECIFICATION FOR DOCKSIDE REPAIRS
FY2021
Developed By: Adam E Black (Rev-0, 01 December 2020)
USCGC BERTHOLF (WMSL-750) DOCKSIDE AVAILABILITY FY2021
ii (Rev-0)
TABLE OF CONTENTS
Revisions Record ....................................................................................................................................... iii+ Consolidated List of References .................................................................................................................. iii Consolidated List of Government-furnished Property .............................................................................. viii Consolidated List of Critical Inspection Items .......................................................................................... viii Principal Characteristics ............................................................................................................................... ix General Requirements WORK ITEM 1: Cargo Handling Elevator, Annual Inspection and Test, Perform WORK ITEM 2: Gas Turbine Module Fixed CO2 Fire Extinguishing System, Inspect And Test WORK ITEM 3: Heptafluoropropane (HFP) Fire Extinguishing System, Inspect and Test WORK ITEM 4: Fire Extinguishing System (Galley Grease), Inspect And Test WORK ITEM 5: Water Mist Fire Extinguishing System, Inspect And Test WORK ITEM 6: Folding Boom Cranes, Biennial Maintenance, Perform WORK ITEM 7: Main Gas Turbine (MGT) Water Wash Tank, Clean, Inspect And Hydro WORK ITEM 8: Oily Water Separator (OWS) System, Inspect and Groom WORK ITEM 9: Reverse Osmosis, System Groom WORK ITEM 10: Tanks (Aviation Fuel Service), Clean and Inspect WORK ITEM 11: Tanks (Aviation Fuel Stowage and Overflow), Clean and Inspect WORK ITEM 12: Tanks (Potable Water), Clean and Inspect WORK ITEM 13: Tanks (Potable Water), Preserve “Partial” WORK ITEM 14: Tanks (Grey Water and Lift Stations), Clean and Inspect WORK ITEM 15: Tanks (Grey Water and Lift Stations), Preserve “Partial” WORK ITEM 16: Sewage Holding Tank(s), Clean and Inspect WORK ITEM 17: VCHT Pump Discharge Check Valve, Renew WORK ITEM 18: Tank Level Indicators (Grey Water Tanks) and sounding Tube, Remove WORK ITEM 19: Tank Level Indicator (Grey Water Tanks), Install WORK ITEM 20: Tank Sounding Tube, Replace WORK ITEM 21: Sewage Shore Tie, Modify WORK ITEM 22: Temporary Services, Provide – Home Pier WORK ITEM 23: Decks, Preserve (Full) WORK ITEM 24: Deck Covering (Slip-Resistant), Renew WORK ITEM 25: Quick-Acting Watertight Scuttles, Renew WORK ITEM 26: Structure (Stack Interiors), Inspect and Repair WORK ITEM 27: Structure (Stack Interiors), Repair and Renew WORK ITEM 28: General Welding, Provide WORK ITEM 29: Plates, Renew WORK ITEM 30: Gas Turbine Exhaust Supports, Overhaul WORK ITEM 31: Gas Turbine Uptake Spaces, Preserve (Full) WORK ITEM 32: Vent Ducts, Renew WORK ITEM 33: Sea Painter Boom, Install WORK ITEM 34: AMR Intake Plenum, Preserve (Full) WORK ITEM 35: Tenting, Provide iii (Rev-0)
REVISIONS RECORD
This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.
DATE REV# WORK
ITEM#
CHANGES MADE
NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.
CONSOLIDATED LIST OF REFERENCES
The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at the time of specification writing and during contract execution.
All Coast guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.
COAST GUARD DRAWINGS
Coast Guard Drawing 418A-WMSL-100-001, Rev -, General Arrangements Coast Guard Drawing 418A-WMSL-100-006, Rev -, Inboard and Outboard Profiles Coast Guard Drawing 418A-WMSL-801-001, Rev -, Booklet of General Plans Coast Guard Drawing 418A-WMSL-100-006, Rev -, Inboard and Outboard Profiles Coast Guard Drawing 418A-WMSL-101-001, Rev -, Compartment and Access Drawing Coast Guard Drawing 418A-WMSL-506-001, Rev -, Overflow / Air Escapes Sounding Tubes Diagram Coast Guard Drawing 418A-WMSL-528-001, Rev -, Plumbing and Interior Deck Drain Diagram Coast Guard Drawing 418A-WMSL-593-001, Rev -, Bilge & Oil Pollution Control System Diagram Coast Guard Drawing 418A-WMSL-593-002, Rev -, Sewage System Diagram Coast Guard Drawing 750 WMSL 612-001, Rev K, Fab & Instl of Exterior Rails, Stanchions & Life
Lines (ASC612001) Coast Guard Drawing 750-WMSL-085-003, Rev A, Compartment Areas & Volumes NSC 1 & NSC 2
(Only) (ASC085012) Coast Guard Drawing 750-WMSL-100-018, Rev K, Unit 1320 Structure - 1st Platform to 2nd Deck - Fr
22 to Fr 35 (ASC100132) Coast Guard Drawing 750-WMSL-100-037, Rev G, Unit 3120 Structure - 1st Platf to 2nd Dk - Fr 64 to
Fr 76 (ASC100312) Coast Guard Drawing 750-WMSL-100-050, Rev J, Unit 4230 Structure - Mast (ASC100423) Coast Guard Drawing 750-WMSL-100-051, Rev J, Unit 4310 Structure 01 Level to 02 Level - Fr 44 to Fr
52 (ASC100431)
Coast Guard Drawing 750-WMSL-100-052, Rev J, Unit 4320 Structure 02 Lvl and Above - Fr 48 to Fr
53 (ASC100432)
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-100-054, Rev H, Stack - Fr 48 to Fr 57 (ASC100443) Coast Guard Drawing 750-WMSL-100-059, Rev C, Topside Configuration (NSC 1 SRD) (AS1100004) Coast Guard Drawing 750-WMSL-186-501, Rev C, Sea Painter Boom Installation Details Coast Guard Drawing 750-WMSL-259-001, Rev H, PRPLN Gas Turbine Air Intake/Exhaust Diagram
(ASC259001)
iv (Rev-0)
Coast Guard Drawing 750-WMSL-259-009, Rev A, Turbine Combustion Intake Arrgt & Supports, Details and L/M abv 01 Lvl (ASC259007)
Coast Guard Drawing 750-WMSL-259-010, Rev B, Turbine Combustion Exhaust Arrgt & Supports Dets & L/M above 01 Lvl (ASC259008)
Coast Guard Drawing 750-WMSL-583-511, Rev -, OTH-IV Sea Painter Coast Guard Drawing 750-WMSL-612-502, Rev B, Fab & Install of Handgrabs iwo Hatches/Scuttles Coast Guard Drawing 750-WMSL-635-001, Rev -, Thermal & Acoustic Insulation (ASC635001) Coast Guard Drawing 750-WMSL-635-002, Rev K, Insulation Arr & Details Thermal, Acoustic, & Fire
(ASC635002)
Coast Guard Drawing 750-WMSL-750-WMSL 167-003, Rev C, Hatch & Scuttle List. Ship Wide (NSC 1
& 2 Only) (ASC167003) Coast Guard Drawing 750-WMSL-085-004, Rev B, Tank Capacity Curves (WMSL 750 Only)
(ASC085013)
Coast Guard Drawing 750-WMSL-085-005, Rev B, Tank Sounding and Moment of Inertia Tables
(WMSL 750 Only) (ASC085014) Coast Guard Drawing 750-WMSL-100-021, Rev E, Unit 2100 Struct – Inner Bottom – Fr 35 to Fr 44
(ASC100210)
Coast Guard Drawing 750-WMSL-100-023, Rev H, Unit 2120 Structure – 1st Platf to 2nd Deck Fr 35 to
Fr 44 (ASC100212) Coast Guard Drawing 750-WMSL-100-030, Rev L, Unit 2240 Structure, Mn Dk to 01 LVL, Fr 44 to Fr
Coast Guard Drawing 750-WMSL-100-036, Rev M, Unit 3110 Structure 1st Platform and Below Frs 65-
77 (ASC100311)
Coast Guard Drawing 750-WMSL-100-037, Rev G, Unit 3120 Structure - 1st Platf to 2nd Dk - Fr 64 to
Fr 76 (ASC100312) Coast Guard Drawing 750-WMSL-100-528, Rev C, Structural Mods IWO New Aft Folding Cranes
(Bertholf/Waesche) Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication Details
Ship Wide (ASC167001) Coast Guard Drawing 750-WMSL-202-19, Rev A, Tank Level & Alarm Indication Sys Cable Running
Sheets (CRS) (ASC202014) Coast Guard Drawing 750-WMSL-243-002, Rev D, Misc Pressure Vessels Design Details and L/M
(ASC243003)
Coast Guard Drawing 750-WMSL-300-13, Rev C, Unit 1330 2nd DK-FR 22 TO FR 35 Arrangement Of
Electrical Equipment (ASC300133) Coast Guard Drawing 750-WMSL-300-58, Rev C, Unit 3130 2nd DK - FR 64 TO FR 76 Arrangement Of
Electrical Equipment (AS3300313) Coast Guard Drawing 750-WMSL-320-566, Rev -, Electrical Installations IWO New Aft Folding Cranes
(Bertholf Only) Coast Guard Drawing 750-WMSL-485-001, Rev L, Sleeves – Pipe Structure Penetration (SP485000) Coast Guard Drawing 750-WMSL-501-004, Rev D, Misc Independent Tanks Design and Details and
L/M (ASC501004)
Coast Guard Drawing 750-WMSL-506-011, Rev D, Overflow / Air Escapes / Sounding Tubes - Unit
1310 (ASC506131-AE)
Coast Guard Drawing 750-WMSL-506-012, Rev B, Ovfl / Air Escapes / Sounding Tubes Unit - 1320
(ASC506132-AE)
Coast Guard Drawing 750-WMSL-506-013, Rev C, Overflow / Air Escapes / Sounding Tubes - Unit
1330 (ASC506133-AE)
Coast Guard Drawing 750-WMSL-506-027, Rev D, Ovrflw / Airescapes / Sounding Tubes - Unit 3110
(ASC506311-AE)
v (Rev-0)
Coast Guard Drawing 750-WMSL-506-028, Rev E, Overflow / Air Escapes / Sounding Tubes Unit 3120 (ASC506312-Ae)
Coast Guard Drawing 750-WMSL-506-028, Rev E, Overflow / Airescapes / Sounding Tubes Unit 3120
(ASC506312-AE)
Coast Guard Drawing 750-WMSL-506-029, Rev D, Overflow / Air Escapes & Sounding Tubes Unit 3130 (ASC506313-Ae)
Coast Guard Drawing 750-WMSL-506-029, Rev D, Overflow / Air Escapes & Sounding Tubes Unit
3130 (ASC506313-AE)
Coast Guard Drawing 750-WMSL-506-512, Rev -, Ferrous Sounding Tube Replacement A & D Coast Guard Drawing 750-WMSL-509-001, Rev A, HVAC Insulation Schedule and L/M (ASC509001) Coast Guard Drawing 750-WMSL-512-001, Rev H, HVAC System Diagram (ASC512001) Coast Guard Drawing 750-WMSL-512-004, Rev A, Vent and Air Conditioning Standard Instruction
(ASC512007)
Coast Guard Drawing 750-WMSL-512-019, Rev C, Vent & Air Cond Arr Mn Dk Unit 1240
(ASC512124)
Coast Guard Drawing 750-WMSL-512-030, Rev B, Vent and Air Cond Arr, Mn Dk Unit 2240 Coast Guard Drawing 750-WMSL-512-059, Rev C, HVAC Equipment List (ASC512004) (UNSIGNED) Coast Guard Drawing 750-WMSL-522-001, Rev G, Diagram Machinery Space Water Mist (ASC522001) Coast Guard Drawing 750-WMSL-522-002, Rev -, Machinery Space Water Mist System Description
(ASC522001-02)
Coast Guard Drawing 750-WMSL-530-001, Rev G, Potable Water Systems Diagram (ASC530001) Coast Guard Drawing 750-WMSL-530-003, Rev B, Potable Water Systems Schematic (ASC530013) Coast Guard Drawing 750-WMSL-530-019, Rev D, Potable Water Unit 3120 (ASC530312-PW) Coast Guard Drawing 750-WMSL-530-019, Rev E, Potable Water Unit 3120 (ASC530312-PW) Coast Guard Drawing 750-WMSL-555-011, Rev C, Machinery Space Watermist System Schematic
(ASC555049)
Coast Guard Drawing 750-WMSL-572-002, Rev D, Elevator Arr & Instl (ASC572002) Coast Guard Drawing 750-WMSL-583-508, Rev -, Installations IWO Aft Folding Cranes Coast Guard Drawing 750-WMSL-593-027, Rev D, Sewage System Unit 2120 (ASC593212-Ss) Coast Guard Drawing 750-WMSL-593-027, Rev D, Sewage System Unit 2120 Coast Guard Drawing 750-WMSL-593-072, Sewage System Unit 4310 (ASC593432-SS) Coast Guard Drawing 750-WMSL-593-506, Rev A, Sewage Shore Tie Mods Coast Guard Drawing 750-WMSL-635-001, Rev -, Thermal & Acoustic Insulation Coast Guard Drawing 750-WMSL-635-002, Rev C, Insulation Arr & Details Thermal, Acoustic, & Fire
(ASC635002)
Coast Guard Drawing 750-WMSL-656-001, Rev A, Trash Handling Rooms Arr Coast Guard Drawing 750-WMSL-85-004, Rev A, Tank Capacity Curves (WMSL 750 ONLY)
(ASC085013)
Coast Guard Fleet Drawing FL-1702-11, Rev -, Inspection of Sheaves NAVSEA Drawing 167-7379842, Rev A, Procedure & Welding Sequence for Non-Ballistic, Watertight
& Airtight Quick Acting or Individually Dogged Personnel Doors NAVSEA Drawing 803-1623056, Rev K, Scuttle, WT, Flush, Quick Acting, 21 Dia 17 psi-Arrangement NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation for Compartments Installation
Details NAVSEA Drawing 804-5959308, Rev -, Lifeline Systems
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Coast Guard Technical Publication (TP) 7018, SWBS 234, May 2007, Main Gas Turbine (MGT) - Model
7LM2500-SB-MLG10 - Installation Instructions Coast Guard Technical Publication (TP) 7097, SWBS 555, Jun 2007, Fire Protection System - Model
FM-200 – Design, Installation, Operation & Service Manual vi (Rev-0)
Coast Guard Technical Publication (TP) 7107, SWBS 531, Jun 2007, Reverse Osmosis Water Purifier-
SW6994463CNG
Coast Guard Technical Publication (TP) 7108A, SWBS 573, Mar 2016, Stores Elevator - Model 20833 Coast Guard Technical Publication (TP) 7118, SWBS 555, Jun 2007, Carbon Dioxide Fire Protection
System - Series 70 Coast Guard Technical Publication (TP) 7141, SWBS 555, Mar 2020, Ultra Fog High Pressure Sprinkler
Systems Coast Guard Technical Publication (TP) 7184, SWBS 593, Oct 2007, Vacuum Sewage System –
Operation, Maintenance & Parts List Coast Guard Technical Publication (TP) 7346A, SWBS 593, May 2019, Bilge Water Separator Ultra-Sep
Model US5000-J407 Coast Guard Technical Publication (TP) 7427, SWBS 651, Aug 2014, R-102 Restaurant Fire Suppression
System – Design, Installation, Recharge and Maintenance Manual Coast Guard Technical Publication (TP) 7902A, Boat Davit – Models DDP11000CTS & SP2200 (S/N:
2313 & 2315) (Hull: 752 Only), Nov 2016, SWBS 583 Boats, Boat Handling and Stowage Systems Coast Guard Technical Publication (TP) 7903, SWBS 583, Apr 2019, Aft Boat handling system –Model
FB90-28
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General
Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and
Allied Processes Surface Forces Logistics Center Standard Specification 0450 (SFLC Std Spec 0450), 2018, Electrical
Power for Contractor Tools and Equipment Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2018, Shipboard
Electrical Cable Test Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2018, Shipboard
Electrical Cable Removal, Relocation, Splice, Repair, and Installation Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2018, Auxiliary
Machine Systems Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2018, Clean
Shipboard Ventilation System Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2018, Install Interior
Deck Covering Systems Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2018, Temporary
Services Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2018, Temporary
Hull Accesses USCG, HWSL Guidance/Fall Protection Plan, Working Aloft Aboard Cutter
OTHER REFERENCES
Allied Systems Drawing Number 68992, 2013, General Arrangement Allied Systems Drawing Number 70082, 2013, Installation Drawing Allied Systems Technical Manual 80-1020, 2018, Allied Marine Crane Models DDP11000CTS &
SP2200, S/N - 2313 & 2315, Allied Systems Company American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2019, Disinfection of Water-Storage Facilities American National Standards Institute/NSF International (ANSI/NSF) 61, 2015, Drinking Water System
Components - Health Effects American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2016, Personnel Qualification and Certification in Nondestructive Testing vii (Rev-0)
American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2016, 2016, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel
American Society for Nondestructive Testing SNT-TC-1A, 2016, Personnel Qualification and Certification in Nondestructive Testing
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 ANSI/EASA Standard AR100-2015: Recommended Practice for the Repair of Rotating Electrical
Apparatus ASTM International (ASTM) F1836M, Reapproved 2007, Standard Specification for Stuffing Tubes, Nylon and Packing Assemblies (Metric) ASTM Internationals (ASTM) G46, 2018, Standard Guide for Examination and Evaluation of Pitting
Corrosion Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2017, Occupational Safety and Health
Standards Code of Federal Regulations (CFR) Title 29, Part 1915, Jul 2013, Occupational Safety and Health
Standards for Shipyard Employment Code of Federal Regulations (CFR) Title 29, Part 1915, Subpart E, Sep 2015, Scaffolds, Ladders and
Other Working Surfaces Code of Federal Regulations (CFR) Title 40, Jul 2013, Protection of the Environment International Standards Organization (ISO) 4406, 2017, Hydraulic Fluid Power - Fluids - Method for
Coding Level of Contamination by Solid Particles Manufacturers Standardization Society of the Valve and Fittings Industry ANSI/MSS SP-58, 2018, Pipe
Hangers and Supports - Materials, Design, Manufacture, Selection, Application, and Installation MIL-A-22262, Mar 1996; Abrasive Blasting Media Ship Hull Blast Cleaning MIL-DTL-23549, May 2002, Grease, General Purpose MIL-DTL-24640, Nov 2011 Cable, Electric, -20 TO +105 °C, 600 VOLTS, Lightweight, Multi-Pair, 18
AWG, TYPE 2XSW (Including Variation Type 2XSOW) 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-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness MIL-STD-1689A, Nov 1990, Fabrication, Welding, and Inspection of Ships Structure MIL-STD-2003-3, Sep 2009, Electric Plant Installation, Standard Methods for Surface Ships &
Submarines (Penetrations) National Fire Protection Association (NFPA) 25, 2017, Standard for the Inspection, Testing, and
Maintenance of Water-Based Fire Protection Systems Naval Sea Systems Command (NAVSEA) 0640-LP-111-4501, Apr 2012, NAVSEA OP 4 Rev 10, Ammunition And Explosives Safety Afloat Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C-6183B, 2019, Cork and Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets The Society for Protective Coatings (SSPC) Surface Preparation Specification SSPC-SP 1, 2015 Solvent
Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2016, Bare Metal 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 viii (Rev-0)
United Facilities Guide Specifications 33 01 50.60, November 2018, Cleaning of Petroleum Storage Tanks.
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)
5 N Ultra Fog Sock Filters NSN: 2910-01-561-8047 4 225.00 6 Y *CB-OTH Mark IV
(Coast Guard Drawing
26B-CB-IV-801-001)
N/A 1 ea. N/A
6 Y *Long Range Interceptor II (LRI-II)
Cutter Boat
N/A 1 ea. N/A
8 N Monitor, Smart Bilge NSN: 2040-01-600-0112 1 ea. 4,700.00 17 N Check Valve NSN: 4820-01-541-5446 PN:
5500447 2 ea. $1,168.00
28 N 21 Inch Flush Quick- Acting Watertight
Scuttle, Steel, 15 psi
NSN : 2040-SPO-757282
(NAVSEA Dwg No. 803-
1623056, Juniper JE-SF-7055- 21)
2 ea. 3,700
36 N Sea Painter Boom, Allied Systems
Company
NSN: 2030-016-30-6123 PN:
DDP11000CTS & SP2200
1 ea. $25,000
*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 Service Center
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
5 Water Mist Fire Extinguishing System, Inspect And Test 6 Folding Boom Cranes, Biennial Maintenance, Perform 8 Oily Water Separator (OWS) System, Inspect and Groom 9 Reverse Osmosis, System Groom 10 Tanks (Aviation Fuel Service), Clean and Inspect 11 Tanks (Aviation Fuel Stowage and Overflow), Clean and Inspect 12 Tanks (Potable Water), Clean and Inspect 14 Tanks (Grey Water), Clean and Inspect 23 Decks, Preserve (Full) 24 Deck Covering (Slip-Resistant), Renew 25 Quick-Acting Watertight Scuttles, Renew 26 Structure (Stack Interiors), Inspect and Repair 27 Structure (Stack Interiors), Repair and Renew 28 General Welding, Provide 29 Plates, Renew ix (Rev-0)
30 Gas Turbine Exhaust Supports, Overhaul 31 Gas Turbine Uptake Spaces, Preserve (Full) 34 AMR Intake Plenum, Preserve (Full) 35 Tenting, Provide
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-0)
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), 2018, General
Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and
Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, 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.
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.
3.3 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 NDE 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 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
2 (Rev-0) performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.
3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is 7690390037.
3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following:
Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.
National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.
Air Emission Permit: Unit has an Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants.
3.5.2 Test and procedures. The Contractor 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.
3 (Rev-0)
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 2018 Edition Standard Specifications and supersede published content:
None.
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.
QA-1 - QUALITY ASSURANCE INSPECTION FORM
(PRESERVATION CHECKLIST)
VESSEL NAME HULL # WORK
ITEM #
WORK ITEM TITLE
LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)
CHECKPOINT 1 – COATING SYSTEM COMPLIANCE
Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.
CHECKPOINT 2 - PAINT STORAGE
Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfg.
CHECKPOINT 3 - AMBIENT CONDITIONS
Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).
Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).
Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfg.
CHECKPOINT 4 - PRE-SURFACE PREPARATION
Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.
Verify equipment setup, blast media, and surface preparation methods match designated test coupon.
CHECKPOINT 5 - SURFACE PREPARATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).
Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.
Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).
CHECKPOINT 6 - PRIMER COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Verify proper mixing and stand-in (induction) times.
Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.
Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).
Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.
Brush out all runs, sags, drips, and puddles.
Perform visual inspection for holidays and other defects.
CHECKPOINT 7 – STRIPE COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure overcoating window is as per manufacturer’s instructions.
After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).
CHECKPOINT 8 – TOP COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
4 (Rev-0)
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
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.
SURFAC
E
AMBIEN
T
ΔT
| DP -
SURFACE |
5 (Rev-0)
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
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
6 (Rev-0)
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:
NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE /
TIME
QA-3B - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)
VESSEL NAME HULL # WORK
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).
7 (Rev-0)
QA-4 - QUALITY ASSURANCE INSPECTION FORM
(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)
VESSEL NAME HULL # WORK
SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.
DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)
8 (Rev-0)
QA-5 - QUALITY ASSURANCE DATA FORM
(COATING THICKNESS)
(Use one sheet for each sequence)
VESSEL NAME HULL #
WORK
COATING MFG PRODUCT NAME
BATC
H #
INDUCTI
ON 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
3 BEFORE
ADJUSTMENTS
1 AVG. BMR DEVIATION
3 BEFORE
ADJUSTMENTS
APPLICATION METHOD (AIRLESS,
CONVENTIONAL SPRAY, ROLLED)
AVERAGE DFT
9 (Rev-0)
WORK ITEM 1: Cargo Handling Elevator, Annual Inspection and Test, Perform
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to inspect and perform annual preventive maintenance on the cargo handling elevator.
1.2 Government-furnished property.
None
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 750-WMSL-572-002, Rev D, Elevator Arr & Instl (ASC572002)
COAST GUARD PUBLICATIONS
Coast Guard Technical Publication (TP) 7108A, SWBS 573, Mar 2016, Stores Elevator - Model 20833
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements
Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2018, Auxiliary Machine Systems
Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures
OTHER REFERENCES
American Society of Mechanical Engineers (ASME) A17.2, Guide for the Inspection of
Elevators, Escalators and Moving Walks.
3. REQUIREMENTS
3.1 General.
3.1.1 CIR. The Contractor shall submit a CIR for the inspections listed in the following paragraph(s):
None.
3.1.2 Tech Rep. The Contractor shall provide the services of a qualified Tech Rep, who is familiar with the cargo handling elevator (i.e. Jered Industries, Model 20833) to do the following, on site:
Advise on manufacturer's proprietary information pertinent to the system.
Assist with proper repair methods, and ensure compliance with manufacturer's procedures and standards during disassembly, inspection, repair, modification, calibration, and reassembly of the equipment/system.
3.1.2.1 Ensure the Tech Rep has experience with the system/equipment stated above and demonstrated on their résumé.
3.1.2.2 Submit the name and résumé of the Tech Rep to the COR at the Arrival Conference.
3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.
3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the following:
Electrical wiring
CAUTION
See Coast Guard Technical Publication 7108A Safety summary for specific warnings and caution notes to ensure safety of personnel and equipment.
10 (Rev-0)
WARNING
The work and inspections specified require that the elevator doors be opened and that the inspector examine items located within the trunk. Failure to observe/implement safety precautions could result in personnel injury/death.
NOTE
Coast Guard personnel will operate all shipboard machinery and equipment.
3.2 Operational test, initial. Prior to commencement of work, the Contractor shall witness Coast Guard personnel perform an initial operational test of the Jered Industries (i.e. Model 20833) cargo handling elevator to demonstrate existing operational condition. Submit a CFR.
3.3 Cargo handling elevator inspection. The Contractor shall inspect the elevator mechanical and electrical components for proper condition. See Coast Guard Drawing 750-WMSL-572-002 and Coast Guard TP 7108A for elevator details, and follow the guidance in the applicable sections of ASME A17.2, Guide for the Inspection of Elevators, Escalators and Moving Walks. If components are damaged or exhibit abnormal wear, document condition and submit a CFR.
Hoist machinery assemblies Doors and interlocks Platform assembly, rails and guides Sheave Assembly Limit switches Level and Master control stations Overspeed governor and wire rope assembly Slack Rope assemblies Brake 90-Degree gear Reducer
3.4 Elevator wire rope inspection. The Contractor shall inspect and measure the elevator wire ropes, in accordance with Coast Guard TP 7108A, paragraph 4.4.1. Ensure there is equal tension between each of the elevator wire ropes. Submit a CFR.
3.5 Overspeed governor wire rope inspection. The Contractor shall inspect and measure the overspeed governor wire ropes, in accordance with Coast Guard TP 7108A, paragraph 4.4.1. Ensure there is equal tension between each of the governor wire ropes. Submit a CFR.
3.6 Gear box oil and component lubrication. The Contractor shall perform the Semi-Annual Maintenance Requirements for the tension sheaves, hoist wire ropes, motor couplings, guide rails, slack rope assembly, and door fittings in accordance with Coast Guard TP 7108A, paragraph 4.2.2.
3.7 Electric motor inspection. The Contractor shall take insulation resistance readings on the motor.
Readings shall be taken with power removed from the motors. Readings must be above 2 Megaohms for continued operation. Submit a CFR.
3.8 Hoist controller inspection. The Contractor shall open the motor controller and inspect for loose wires, loose components, charred or burned components, dirt or other abnormal conditions. Submit a CFR if abnormal conditions requiring repair are observed, otherwise return motor controller to original condition.
NOTE
Coast Guard personnel will operate all shipboard machinery and equipment.
3.9 Operational test, post repairs. After completion of work, the Contractor shall thoroughly test, in the presence of the Coast Guard Inspector and demonstrate all items or shipboard devices that have been disturbed, used, repaired, altered, or installed to be in satisfactory operating condition. Thoroughly test and prove all functions and safety features of the cargo handling elevator to be in a satisfactory operating condition. Submit a CFR.
11 (Rev-0)
3.9.1 No-load test. The Contractor shall witness Coast Guard personnel operate the elevator in normal mode, and verify safety devices, emergency stop, and interlocks are properly installed and operational.
As the car travels, observe the equipment to detect any unusual noise or vibration. The motor should start immediately when the power is applied and the drum should stop within 0.5 seconds after power is removed. Carefully observe the hoist motor, bearing, and brake for any signs of overheating.
3.9.2 Weight test. The Contractor shall, in the presence of the Coast Guard Inspector, perform the following weight test in accordance with American Society of Mechanical Engineers (ASME) A17.2.
Static Weight Test: 150% of rated capacity (rated capacity: 4,000 lbs) held for 10 minutes.
Dynamic Weight Test: 150% of rated capacity with elevator raised and lowered at maximum speed for (2) complete cycles.
Rated Load Test: 100% of rated capacity with elevator ran through all cycles of operation.
3.10 Label installation; label plate. The Contractor shall install a label plate to the below listed systems to document satisfactory test completion in accordance with SFLC Std Spec 5000, Appendix B, Paragraph B2.9 (Label Plates):
Cargo Handling Elevator
3.11 Touch-up preservation. The Contractor shall prepare and coat all new and disturbed surfaces to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, paragraph 3.1.13 (Touch-ups and minor coating repairs).
4. NOTES
This section is not applicable to this work item.
WORK ITEM 2: Gas Turbine Module Fixed CO2 Fire Extinguishing System, Inspect And Test
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to inspect and test the Gas Turbine Module (GTM) fixed CO2 fire extinguishing system.
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
None.
COAST GUARD PUBLICATIONS
Coast Guard Technical Publication (TP) 7018, SWBS 234, May 2007, Main Gas Turbine (MGT)
- Model 7LM2500-SB-MLG10 - Installation Instructions
Coast Guard Technical Publication (TP) 7118, SWBS 555, Jun 2007, Carbon Dioxide Fire Protection System - Series 70
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements
Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2018, Auxiliary Machine Systems
Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures
OTHER REFERENCES
None.
3. REQUIREMENTS
3.1 General.
3.1.1 CIR. The Contractor shall submit a CIR for the inspections listed in the following paragraph(s):
None.
12 (Rev-0)
3.1.2 Tech Rep. The Contractor shall provide the services of a Qualified Technical Representative who is familiar with the Gas Turbine Module Fixed CO2 fire extinguishing system to accomplish the following on site:
Advise on manufacturer's proprietary system information.
Assist with the following testing and repair of the gas turbine module fixed CO2 fire extinguishing system.
Ensure compliance with manufacturer's procedures and standards during system disassembly, inspection, and reassembly as applicable.
3.1.2.1 Ensure the Tech Rep has experience with the system/equipment stated above and demonstrated on their résumé.
3.1.2.2 Submit the name and résumé of the Tech Rep to the COR at the Arrival Conference.
NOTE
Inspections and tests of the four fire suppression systems (Water Mist, Gas Turbine Module Fixed CO2, Galley Grease Fire, and Heptafluoropropane (HPF)) will be conducted during this maintenance period. One Tech Rep may provide the required services for any or all of the four fire suppression systems provided that the Tech Rep meets the requirements in paragraph 3.1.2.
3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.
3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).
NOTE
Coast Guard personnel will operate all shipboard machinery and equipment.
3.2 Testing, inspection, and maintenance requirements.
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