Attach (2) Specifications (Rev-0)_STONE DS FY23Q3_20220920.pdf

USCGC STONE (WMSL 758)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2023

Developed By: Alexander P Broomfield

(Rev-0, 20 September 2022)

Attachment (2) Solicitation No.: 70Z08522QLREP0001

Specification

USCGC STONE (WMSL-418) DOCKSIDE AVAILABILITY FY2023

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ............................................................................... xii Consolidated List of Critical Inspection Items ........................................................................................... xiv Principal Characteristics .............................................................................................................................. xv General Requirements WORK ITEM 1: Tanks (Potable Water), Clean and Inspect WORK ITEM 2: Fire Detection System, Inspect and Test WORK ITEM 3: Dual Point Davit ,Biennial Maintenance, Perform WORK ITEM 4: Folding Boom Cranes, Biennial Maintenance, Perform WORK ITEM 5: Stern Boat Launch and Recovery, Level II WORK ITEM 6: Talon Grid, Inspect and Test WORK ITEM 7: Ventilation Ducting, Clean and Inspect WORK ITEM 8: Fan Coil Assembly Drain Piping, Modify WORK ITEM 9: Chilled Water System Insulation, Renew WORK ITEM 10: Ventilation Duct Insulation, Renew WORK ITEM 11: Low Pressure Air Compressor, Replace WORK ITEM 12: Deck Covering (Polymeric), Seal WORK ITEM 13: BERP and QAWTD 01-57-2, Install WORK ITEM 14: Auxiliary Seawater Piping, Modify WORK ITEM 15: Cofferdam, Install WORK ITEM 16: Temporary Services, Dockside, Home Pier WORK ITEM 17: Dry Provision Storeroom, Modify WORK ITEM 18: Cargo Handling Elevator, Annual Inspection and Test, Perform WORK ITEM 19: Tanks (Potable Water), Preserve (Partial) - OPTIONAL WORK ITEM 20: Fire Prevention, 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.

iv (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 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 B, General Arrangements

Coast Guard Drawing 418A-WMSL-101-005, Rev A, Shell Expansion Scantlings

Coast Guard Drawing 418A-WMSL-167-007, Rev -, Hangar BERP Installation L3 Port Bhd / Fr 57

Coast Guard Drawing 418A-WMSL-180-003, Rev -, SS-1-69-2 Fan Fdn Modifications

Coast Guard Drawing 418A-WMSL-320-005, Rev -, Power Sys Dk Plan - 1st Platf & Below, Fwd of FR

36 & Aft of FR 70 Cable Routing (ASC320003CR)

Coast Guard Drawing 418A-WMSL-437-1, Rev B, Electrical Flowmeter Installation Auxiliary Seawater

Coast Guard Drawing 418A-WMSL-512-001, Rev A, HVAC System Diagram

Coast Guard Drawing 418A-WMSL-512-003, Rev B, HVAC Modifications for Dry Provisions Stowage

Mods

Coast Guard Drawing 418A-WMSL-521-001, Rev A, Firemain Diagram

Coast Guard Drawing 418A-WMSL-526-001, Rev A, Weather Deck Drains Diagram

Coast Guard Drawing 418A-WMSL-528-001, Rev A, Plumbing And Interior Deck Drain Diagram

Coast Guard Drawing 418A-WMSL-593-006, Rev -, Reroute Sewage Piping IWO Dry Provisions Rm

Coast Guard Drawing 418A-WMSL-672-002, Rev A, Dry Provisions Storeroom Modifications

Coast Guard Drawing 418A-WMSL-801-001, Rev B, Booklet of General Plan

Coast Guard Drawing 750-WMSL-085-025, Rev -, Compartment Areas & Volumes NSC 3 & Follow

(AS3085012)

Coast Guard Drawing 750-WMSL-100-021, Rev F, Unit 2100 Structure- Inner Bottom – FR 35 to FR 44

Coast Guard Drawing 750-WMSL-100-026, Rev H, Unit 2200 Structure- Inner Bottom – FR 44 to FR 52

Coast Guard Drawing 750-WMSL-100-031, Rev K, Unit 2300 Structure - Inner Bottom - FR 52 to FR 64

(ASC100230)

Coast Guard Drawing 750-WMSL-100-035, Rev K, Unit 2340 Structure Main Deck to 01 Level – Fr 52 to Fr 64 (ASC100234)

Coast Guard Drawing 750-WMSL-100-053, Rev K, Unit 4420 Structure - 01 Level and Abv - Fr 52 to Fr

67 (ASC100442)

Coast Guard Drawing 750-WMSL-100-081, Rev -, Hull Lines Plan (ASC100016E)

Coast Guard Drawing 750-WMSL-100-083 Rev A, General Arrangements NSC5 & Follow (AS5100001)

Coast Guard Drawing 750-WMSL-100-088 Rev A, General Arrangements NSC 9 & Follow

(AS9100001) (UNSIGNED)

v (Rev-0)

Coast Guard Drawing 750-WMSL-100-37, Rev H, Unit 3120 Structure - 1st Platf to 2nd Dk - Fr 64 to Fr

76 (ASC100312)

Coast Guard Drawing 750-WMSL-100-508, Rev H, Unit 2340 Structure – Main Deck to 01 Level – Fr 52 to Fr 64 (ASC100234)

Coast Guard Drawing 750-WMSL-100-531, Rev D, Structural Mods Iwo New Aft Folding Cranes, Hamilton, James & Munro

Coast Guard Drawing 750-WMSL-136-500, Rev C, Centerline Talon Grid & Dock Socket Installation

(Talon Grid Mounting Details)

Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication Details Ship

Wide (ASC167001)

Coast Guard Drawing 750-WMSL-167-503, Rev B, Structural Door List

Coast Guard Drawing 750-WMSL-259-014, Rev C, Main Engine Combustion Air Intake & Exhaust

Supports, Dets & L/M 2nd Deck Up – 02 Lvl (ASC259012)

Coast Guard Drawing 750-WMSL-320-047, Rev B Electrical One-Line Diagram (NSC9 SRD)

(ASC320001J)

Coast Guard Drawing 750-WMSL-320-579, Rev -, Electrical Installations Iwo New Aft Folding Cranes

Coast Guard Drawing 750-WMSL-436-011, Rev E, Fire Detection Sys Deck Plan (ASC436009)

Coast Guard Drawing 750-WMSL-436-013, Rev C, Fire Detection Sys Cable Running Sheets

(ASC436010)

Coast Guard Drawing 750-WMSL-436-014, Rev -, Fire Detection and Control System Schematic

(ASC436028)

Coast Guard Drawing 750-WMSL-485-001, Rev L, Sleeves-Pipe Structure Penetration (SP485000)

(Unsigned)

Coast Guard Drawing 750-WMSL-500-002, Rev E, Resilient Hanger Details & Installation

Coast Guard Drawing 750-WMSL-508-001, Rev C, Piping and Machinery Insulation Schedule and L/M

(ASC508001)

Coast Guard Drawing 750-WMSL-509-001, Rev A, HVAC Insulation Schedule and L/M (ASC509001)

Coast Guard Drawing 750-WMSL-512-005, Rev D, Vent & Air Cond Fan Rm (P) Mn Dk Unit 3140

(ASC512008)

Coast Guard Drawing 750-WMSL-512-006, Rev D, Vent & Air Cond Fan Rm (P) 01 Lvl Unit Unit 4210

(ASC512009)

Coast Guard Drawing 750-WMSL-512-007, Rev B, Vent & Air Cond Fan Rm (P) 2nd Dk Unit 2330

(ASC512010)

Coast Guard Drawing 750-WMSL-512-008, Rev C, Vent & Air Cond Fan Rm (P) Mn Dk Unit 2140

(ASC512011)

Coast Guard Drawing 750-WMSL-512-009, Rev D, Vent & Air Cond Fan Rm (s) 2nd Dk Unit 2330

(ASC512012)

Coast Guard Drawing 750-WMSL-512-010, Rev B, Vent & Air Cond-Fan Rm (s) 2nd Dk 3230

(ASC512013)

Coast Guard Drawing 750-WMSL-512-012, Rev B, Vent & Air Cond Fan Rm 02 Lvl Unit 4420

(ASC512015)

Coast Guard Drawing 750-WMSL-512-013, Rev A, Vent & Air Cond Fan Rm 2nd Dk Unit 2230

(ASC512016)

Coast Guard Drawing 750-WMSL-512-014, Rev B, Vent & Air Cond Fan Rm 2nd Dk Unit 1330

(ASC512017)

vi (Rev-0)

Coast Guard Drawing 750-WMSL-512-017, Rev C, Vent & Air Cond Arr 1st Platf Unit 1220

(ASC512122)

Coast Guard Drawing 750-WMSL-512-018, Rev C, Vent & Air Cond Arrgt 2nd Dk Unit 1230

(ASC512123)

Coast Guard Drawing 750-WMSL-512-019, Rev C, Vent & Air Cond Arr Mn Dk Unit 1240

(ASC512124)

Coast Guard Drawing 750-WMSL-512-020, Rev D, Vent & Air Cond Arrgt 1st Platf Unit 1320

(ASC512132)

Coast Guard Drawing 750-WMSL-512-021, Rev D, Vent & Air Cond Arr 2nd Dk Unit 1330

(ASC512133)

Coast Guard Drawing 750-WMSL-512-022, Rev F, Vent & Air Cond. Arr. Main Dk. Unit 1340

(ASC512134)

Coast Guard Drawing 750-WMSL-512-024, Rev C, Vent & Air Conditioning Arr 1st Platf Unit 2120

(ASC512212)

Coast Guard Drawing 750-WMSL-512-025, Rev C, Vent & Air Conditioning Arr 2nd Deck, Unit 2130

(ASC512213)

Coast Guard Drawing 750-WMSL-512-026, Rev C, Vent & Air Conditioning Arr Mn Dk Unit 2140

(ASC512214)

Coast Guard Drawing 750-WMSL-512-027, Rev D, Vent & Air Cond Arr 2nd Platf Unit 2210

(ASC512221)

Coast Guard Drawing 750-WMSL-512-028, Rev C, Vent & Air Cond Arr 1st Platf Unit 2220

(ASC512222)

Coast Guard Drawing 750-WMSL-512-029, Rev C, Vent & Air Conditioning Arr 2nd Deck, Unit 2230

(ASC512223)

Coast Guard Drawing 750-WMSL-512-030, Rev B, Vent & Air Cond Arr Mn Dk Unit 2240

(ASC512224)

Coast Guard Drawing 750-WMSL-512-031, Rev C, Vent & Air Conditioning Arr 2nd Platf Unit 2310

(ASC512231)

Coast Guard Drawing 750-WMSL-512-032, Rev C, Vent & Air Cond Arr 1st Platf Unit 2320

(ASC512232)

Coast Guard Drawing 750-WMSL-512-033, Rev H, Vent & Air Cond Arr 2nd Dk Unit 2330

(ASC512233)

Coast Guard Drawing 750-WMSL-512-034, Rev B, Vent & Air Cond Arr Mn Dk Unit 2340

(ASC512234)

Coast Guard Drawing 750-WMSL-512-035, Rev B, Vent & Air Conditioning Arr 2nd Platf, Unit 3110

(ASC512311)

Coast Guard Drawing 750-WMSL-512-036, Rev C, Vent & Air Cond Arr 1st Platf Unit 3120

(ASC512312)

Coast Guard Drawing 750-WMSL-512-037, Rev F, Vent & Air Cond Arr 2nd Dk Unit 3130

(ASC512313)

Coast Guard Drawing 750-WMSL-512-038, Rev G, Vent & Air Cond Arr Mn Dk Unit 3140

(ASC512314)

Coast Guard Drawing 750-WMSL-512-039, Rev D, Vent & Air Cond Arr 1st Platf Unit 3220

(ASC512322)

Coast Guard Drawing 750-WMSL-512-040, Rev G, Vent & Air Cond Arr 2nd Deck Unit 3230

(ASC512323)

vii (Rev-0)

Coast Guard Drawing 750-WMSL-512-041, Rev F, Vent & Air Cond Arr Mn Dk Unit 3240

(ASC512324)

Coast Guard Drawing 750-WMSL-512-042, Rev C, Vent & Air Cond Arr 2nd Dk Unit 3330

(ASC512333)

Coast Guard Drawing 750-WMSL-512-043, Rev C, Vent & Air Cond Arr 01 Lvl Unit 4110

(ASC512411)

Coast Guard Drawing 750-WMSL-512-044, Rev E, Vent & Air Cond Arr 02 Lvl Unit 4120

(ASC512412)

Coast Guard Drawing 750-WMSL-512-045, Rev E, Vent & Air Conditioning 01 Level, Unit 4210

(ASC512421)

Coast Guard Drawing 750-WMSL-512-047, Rev C, Vent & Air Cond Arr Stack Unit 4230 (ASC512423)

Coast Guard Drawing 750-WMSL-512-048, Rev B, Vent & Air Cond Arr 01 Lvl Unit 4310

(ASC512431)

Coast Guard Drawing 750-WMSL-512-049, Rev C, Vent Arr Stack Unit 4320 (ASC512432)

Coast Guard Drawing 750-WMSL-512-050, Rev D, Vent & Air Cond Arr 01 Lvl Unit 4420

(ASC512442)

Coast Guard Drawing 750-WMSL-512-051, Rev B, Vent Arr Stack Unit 4430 (ASC512443)

Coast Guard Drawing 750-WMSL-512-060, Rev B, Vent & Air Cond Fan Rm (P) 2nd Dk Unit-3130

(ASC512019)

Coast Guard Drawing 750-WMSL-512-061, Rev D, Vent & Air Cond Cps Fan Rm (P) 01 Lvl Unit 4210

(ASC512020)

Coast Guard Drawing 750-WMSL-512-062, Rev C, Vent & Air Cond Fan Room 02-29-1-Q Unit 4120

(ASC512021)

Coast Guard Drawing 750-WMSL-512-063, Rev C, Vent & Air Cond Fan Room 02-29-3-Q Unit 4120

(ASC512022)

Coast Guard Drawing 750-WMSL-512-064, Rev A, Vent & Air Cond Arr Unit 3320 - 1st Platf

(ASC512332)

Coast Guard Drawing 750-WMSL-512-068, Rev C, Vent & Air Conditioning Arr Mn Dk Unit 2140

(AS3512214)

Coast Guard Drawing 750-WMSL-512-069, Rev B, Vent & Air Cond Arr Mn Dk Unit 2240

(AS3512224)

Coast Guard Drawing 750-WMSL-512-070, Rev B, Vent & Air Conditioning Arr Mn Dk Unit 2340

(AS3512234)

Coast Guard Drawing 750-WMSL-512-071, Rev -, Vent & Air Conditioning Arr Mn Dk Unit 1120

(AS2512112)

Coast Guard Drawing 750-WMSL-512-513, Rev C, Vent & Air Cond Arr 2nd Platf Unit 2110

(ASC512211)

Coast Guard Drawing 750-WMSL-512-531, Rev -, HVAC System Diagram (ASC512001)

Coast Guard Drawing 750-WMSL-512-532, Rev -, Vent & Air Cond Arrg’t Unit 4130 (ASC512413)

Coast Guard Drawing 750-WMSL-512-533, Rev -, Vent & Air Cond Arr 02 Lvl Unit 4220 (ASC512422)

Coast Guard Drawing 750-WMSL-512-534, Rev -, HVAC Equipment List

Coast Guard Drawing 750-WMSL-516-002, Rev J, Chilled Water System Diagram (ASC516002)

Coast Guard Drawing 750-WMSL-516-012, Rev A, Chilled Water Unit 2240 (ASC516224-CW)

Coast Guard Drawing 750-WMSL-516-016, Rev C, Chillled Water Unit 3140 (ASC516314-CW)

Coast Guard Drawing 750-WMSL-520-001, Rev H, Seawater Cooling System Diagram (ASC520001) viii (Rev-0)

Coast Guard Drawing 750-WMSL-520-010, Rev G, Salt Water Cooling System Unit 2310 (ASC520231-

SW)

Coast Guard Drawing 750-WMSL-520-011, Rev F, Salt Water Cooling Unit 2320 (ASC520232-SW)

Coast Guard Drawing 750-WMSL-520-016, Rev D, Salt Water Cooling Unit 3130 (ASC520313-SW)

Coast Guard Drawing 750-WMSL-520-019, Rev B, Salt Water Cooling Unit 3330 (ASC520333-SW)

Coast Guard Drawing 750-WMSL-520-507, Rev F, Auxiliary Seawater Piping Mods AFT of FR 52

Coast Guard Drawing 750-WMSL-521-039, Rev D, Firemain Unit 4420 (ASC521442-FM)

Coast Guard Drawing 750-WMSL-526-033, Rev C, Weather Deck Drains Unit 4420 (ASC526442-WD)

Coast Guard Drawing 750-WMSL-528-019, Rev C, Plumbing & Interior Dk Drains & Vent Sys – Unit

2220 (ASC528222-PD)

Coast Guard Drawing 750-WMSL-530-019, Rev E, Potable Water Unit 3120 (ASC530312-PW)

Coast Guard Drawing 750-WMSL-572-002, Rev D, Elevator Arr & Instl (ASC572002)

Coast Guard Drawing 750-WMSL-583-004, Rev J, Stern Launch & Recovery Arrangement & Details

(ASC583004)

Coast Guard Drawing 750-WMSL-583-508, Rev -, Installations IWO Aft Folding Cranes

Coast Guard Drawing 750-WMSL-588-006, Rev E, Helo Capture/Handling Arrangement & Instl Dets

(ASC588005)

Coast Guard Drawing 750-WMSL-600-030, Rev J, Fab & Instl of Hull Outfit Design, Unit 3140

(ASC600314)

Coast Guard Drawing 750-WMSL-622-009, Rev D, Gratings & Handrails Uptakespace (ASC622009)

Coast Guard Drawing 750-WMSL-635-002, Rev K, Insulation Arr & Details Thermal, Acoustic, & Fire

(ASC635002)

Coast Guard Drawing 750-WMSL-635-502, Rev -, Insulation Arr & Details Thermal, Acoustic, & Fire

(WMSL 754 & Follow)

Coast Guard Drawing 750-WMSL-640-003, Rev G, Furniture Schedule (ASC640003)

Coast Guard Drawing 750-WMSL-801-021 Rev -, Booklet of General Plan NSC 9 ONLY (ASC801001J)

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 803-5184182, Rev B, Insulation, Passive Fire Protection- Installation Details

NAVSEA Drawing 803-6397268, Rev B, Doors Watertight, Quick Acting Arrangement

NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation for Compartments Installation

Details

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors

Manual

Coast Guard Technical Publication (TP) 7108A, SWBS 573, Jan 2022, Stores Elevator - Model 20833

Coast Guard Technical Publication (TP) 7809, SWBS 583, Apr 2021, Boat Retrieval Equipment – Boat

Hoist, Centerline & Carriage Winches

Coast Guard Technical Publication (TP) 7903, SWBS 583, Apr 2019, Aft Boat handling system –Model

FB90-28

Coast Guard Technical Publication (TP) 7999, SWBS 588, Mar 2015, Talon Helicopter Landing Grid –

Type 18-08 ix (Rev-0)

Coast Guard Technical Publication (TP) 9618, SWBS 583, 2022, Boat Davit - Models DDP11000CTS &

SP2200 (HULLS: 757 and 758)

Coast Guard Technical Publication (TP) 9847, SWSB 436, July 2022, Fire Detection System (For Hull

758)

Coast Guard Technical Publication No. 9517, Low Pressure Air Compressor - MODELS UP6 15, UP6

20, UP6 25 & UP6 30 (NEED NEW TECH PUB)

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 0850 (SFLC Std Spec 0850), 2020, General

Requirements for Drawing Preparation

Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2020, Overhaul AC

Electrical Motors

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2020, Shipboard

Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2020, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair, and Installation

Surface Forces Logistics Center Standard Specification 3100 (SFLC Std Spec 3100), 2020, Inspect, Test and Recondition AC Synchronous Generator in-Place

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2020, Auxiliary

Machine Systems

Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2020, Clean

Shipboard Ventilation Systems

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire

Prevention and Response

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2020, Install Interior

Deck Covering Systems

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2020, Temporary

Services

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2020, Temporary

Hull Accesses

USCG, HWSL Guidance/Fall Protection Plan, Working Aloft Aboard Cutter

OTHER REFERENCES

American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2019, Disinfection of Water-Storage Facilities

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2020, Personnel Qualification and Certification in Nondestructive Testing

American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2020, 2020, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel

American Society of Mechanical Engineers (ASME) A17.2, Guide for the Inspection of Elevators, Escalators and Moving Walks.

American Welding Society (AWS) D1.1/D1.1M, 2020, Structural Welding Code – Steel x (Rev-0)

ANSI/EASA Standard AR100-2020, Recommended Practice for the Repair of Rotating Electrical

Apparatus.

ASNT SNT-TC-1A, 2020, recommended Practice No. SNT-TC-1A: Personnel Qualification and

Certification in Nondestructive Testing – Item #2073

ASTM International (ASTM) A53, July 2020, Standard Specification for Pipe, Steel, Black and Hot-

Dipped, Zinc-Coated Welded and Seamless

ASTM International (ASTM) F683, Aug 2014, Standard Practice for Selection and Application of

Thermal Insulation for Piping and Machinery

Code of Federal Regulations (CFR) Title 29, Part 1910, 2017, Occupational Safety and Health Standards

Code of Federal Regulations (CFR) Title 29, Part 1915, 2013, Occupational Safety and Health Standards for Shipyard Employment

Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for

Shipyard Employment

Commercial Item Description (CID) A-A-59588B, 2012, Rubber Silicone

Federal Specification (Fed Spec) HH-P-151, July 2020, Packing, Rubber-Sheet, Cloth Insert

International Maritime Organization (IMO) International Convention for the Safety of Life At Sea

(SOLAS), 2009 as amended in 2010 and 2011.

International Maritime Organization (IMO) International Life Saving Appliances Code (LSA), 2010 edition.

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2009, Pipe

Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation

MIL-A-24179, Jun 1987, Adhesive, Flexible Unicellular-Plastic Thermal Insulation

MIL-D-16791, Jan 1993, Detergents, General Purpose (Liquid, Nonionic)

MIL-DTL-24244, May 2000, Insulation Material, With Special Corrosion, Chloride, and Fluoride

Requirements

MIL-DTL-32585, Aug 2017, Insulation, Thermal and Acoustic, Fibrous Glass

MIL-PRF-1149E, 2019, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness

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-32482A, 2020, Watertight Door, Quick-Acting, Interior

MIL-PRF-900, 2020, Rubber Gasket Material, 45 Durometer Hardness

MIL-STD-1689A, 1990, Fabrication, Welding, and Inspection of Ships Structure

MIL-Y-1140, Sep 1985, Yarn, Cord, Sleeving, Cloth, And Tape- Glass

National Fire Protection Association (NFPA) 72, 2019 Edition, National Fire Alarm and Signaling Code

Naval Sea Systems Command (NAVSEA) S0600-AA-PRO-160, 11/15/2011, Underwater Ship

Husbandry Manuals - Chapter 16 (Cofferdams)

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP 1), 2016, Solvent Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 11 (SSPC-SP 11), 2013, Power Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 11 (SSPC-SP 11), 2016, Bare Metal Power Tool Cleaning xi (Rev-0)

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2016, Solvent 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) Surface Preparation Specification No.11 (SSPC-SP 11), 2020, Power Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2018, Power Tool Cleaning xii (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)

3 Y CB-OTH Mark IV

(Coast Guard Drawing

26B-CB-IV-801-001)

1 ea

4 Y *CB-OTH Mark IV

(Coast Guard Drawing

26B-CB-IV-801-001)

N/A 1 ea. N/A

4 Y *Long Range

Interceptor II (LRI-II)

Cutter Boat

N/A 1 ea. N/A

5 N Spring, Sheave NSN: 5360-01-672-8829 PN:

P2-965-0024

8 ea. 185.00

5 N Pins, Spring NSN: 0000-01-LG1-2701 PN:

B2-066-0056

6 ea. 400.00

5 N Pins, Cotter NSN: 0000-01-LG1-2705 PN:

81-E-0628

6 ea. 1.50

5 N Flat Washer, 2.5 in

Nominal, TY A 5in OD x 2 5/8in ID x 0.238in

THK

NSN: 0000-LG1-2702 PN: 61-

E-16

6 ea. 1.50

5 N Jacking Bolt, Sheave NSN: 0000-01-LG1-2704 PN:

B2-033-0026

8 ea. 275.00

5 N Lubricating Oil, Gear PN: MOBILGEAR SHC 220 40 gal. 100.00

5 Y *CB-OTH Mark IV N/A 1 ea. N/A

5 Y *Long Range

Interceptor II

N/A 1 ea. N/A

6 N Fixation Bolt NSN: 5305-14-537-6930 24 ea. 30.00

6 N Jacking Bolt NSN: 5305-14-463-7787 6 ea. 22.00

6 N Stanchion NSN: 5307-14-534-8081 15 ea. 110.00

6 N Nut, Self Locking NSN: 5310-14-534-8082 129 ea. 22.00

11 Y Ingersoll Rand Rotary

Screw Air Compressor

RS15-IE-125 PSI, 20

HP

460Volt/3Phase/60Hz, with option items: (HA)

High Ambient Package

133F/50C, Mounted on a 120 Gallon Receiver

Tank, Ingersoll Rand non-cycling refrigerated dryer Model No.

D340IN, Ingersoll Rand

RS15-IE-125 PSI 1 ea. 25759.00 xiii (Rev-0) inline filter Model No.

FA190IG

13 N 36 in x 66 in x 8 in

Quick Acting

Watertight Door, Steel, 10-Dog, LH Swing, 15 psi (incl. coaming and fitting i.e. hasp & staple, hold back hook assy 20, hinge assy T, CRES label plate backing)

Painted w/ Powder

Coating, White 17925

NSN : 2040-01-425-4480

(NAVSEA Dwg No. 803-

6397268 Rev. B)

1 ea. 9,185 (incl.

S&H)

14 N Strainer 6 Inch IPS, Duplex Basket, Class

150 FF Flanged Ends, Monel Basket 1/8 Inch

Penetration, Manufactured by

Hayward Company

NSN: 4730-01-4332-577 1 52,977

14 N Strainer 4 Inch IPS, Duplex Basket, Class

150 FF Flanged Ends, Monel Basket 1/8 Inch

Penetration, Manufactured by

Hayward Company

PN: ST053040BF11TS 1 23,755

14 N Strainer 2 Inch IPS, Duplex Basket, Class

150 FF Flanged Ends, Monel Basket 1/16 Inch

Penetration, Manufactured by

Hayward Company

PN: ST053020BF11TS 1 11,063

14 N Strainer 1-1/2 Inch IPS, Duplex Basket, Class

150 FF Flanged Ends, Monel Basket 1/16 Inch

Penetration, Manufactured by

Hayward Company

PN: ST053015BF11TS 2 7,445

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

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

***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter xiv (Rev-0)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

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

(Inspection report particulars)):

Work

Item Title

1 Tanks (Potable Water), Clean and Inspect

2 Fire Detection System, Inspect and Test

3 Dual Point Davit ,Biennial Maintenance, Perform

4 Folding Boom Cranes, Biennial Maintenance, Perform

13 BERP and QAWTD 01-57-2, Install

14 Auxiliary Seawater Piping, Modify xv (Rev-0)

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)

00000_0522_FLT

REC_00000_FLT_Commercial Project @ CG Facility (0121)

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), 2020, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Fire Prevention and Response

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

OTHER REFERENCES

Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for

Shipyard Employment

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure

2 (Rev-0)

3. REQUIREMENTS

3.1 General. The Contractor must conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability. The requirements of this WI applies to all work under the scope of this contract, whether explicitly stated in all following work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

3.1.1 The Contractor must conform to all requirements specified in SFLC Std Spec 5550, as applicable, during the performance of this availability.

3.1.1.1 Fire Safety Plan submission. The Contractor must submit a copy of the CFR 1915, Subpart P, Fire Safety

Plan with the Contractor’s bid when work will be conducted in a Contractor–owned facility. Include any MOA(s) with local firefighting facilities.

3.1.1.2 Fire Plan submission. The Contractor must submit a copy of the developed availability specific fire plan as requested in the Fire Protection and Response work item, with the Contractor’s bid.

NOTE

NAVSEA drawings listed will be available FOR INSPECTION ONLY from the Coast

Guard Port Engineer post-award. SFLC will not redistribute NAVSEA documents.

Contractors can apply to NAVSEA headquarters directly for copies.

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

3.3 Preservation requirements. The Contractor must 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. The Contractor must obtain a written KO authorization to deviate from any coatings required in SFLC Std Spec 6310 Appendix C before work.

3.3.3 In-process quality control measures. The Contractor must abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for “critical-coated surfaces”).

3.3.3.1 Quality control requirements. The Contractor must abide by the following when performing preservation related inspections. The following measurements must be randomly spaced throughout for the purposes of providing a representation of the entire prepared or coated surface.

3.3.3.1.1 Surface profile measurements. One surface profile measurement must be taken for every 200 square feet for the first 1000 square feet; for each additional 500 square feet or less, one profile measurement must be taken.

Profile measurements must be taken in accordance with SFLC Std Spec 6310, paragraph 3.1.8.3 (Surface profile measurements). A “measurement” for surface profile is defined as follows:

ASTM D4417, Method B: One profile measurement is the average (mean) of 10 individual readings.

ASTM D4417, Method C: One profile measurement is the average (mean) of 2 individual readings.

3.3.3.1.2 Soluble salt conductivity measurements. 5 conductivity measurements must be taken every 1000 square feet. For submerged (immersed) applications conductivity measurements must not exceed 30 microsiemens/cm.

3 (Rev-0)

For non-submerged (non-immersed) applications conductivity measurements must not exceed 70 microsiemens/cm. If a conductivity check fails, clean the surface in accordance with SFLC Std Spec 6310, paragraph 3.1.8.5 (Soluble salt removal).

3.3.3.1.3 Coating thickness measurements. Three area measurements must be taken for the first 1000 square feet;

for each additional 1000 square feet, perform an additional area measurement. A “measurements” for coating thickness is defined as follows:

SSPC-PA 2 defines an area measurement as 5 separate spot measurements randomly spaced throughout a 100 square foot area.

SSPC-PA 2 defines a spot measurement as 3 gage readings and each new gage reading the probe must be moved to a new location within a 1.5 inch diameter circle defining the spot.

3.4 Welding and brazing requirements. The Contractor must perform all welding and allied processes, and NDE in accordance with SFLC Std Spec 0740.

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 are considered the same as those for welding HY-130.

3.5 Environmental protection requirements. The Contractor must adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:

3.5.1 USCG facilities. The Contractor must provide and maintain environmental protection as defined in SFLC

Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor must 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 must 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 must 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 SQG.

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 is required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work must be done by qualified laboratories; and where required by law, the laboratories must be certified.

4 (Rev-0)

3.5.3 Regulatory notifications. The Contractor is 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 must 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 must 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 must appoint in writing an Environmental Manager for the project, who is responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager must 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 must 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 must be aware of the following:

3.5.6.1 No Contractor or Subcontractor may 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.

3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor must 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 must 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. The Contractor must refer to site (e.g. Base) Regulations and Instructions for details regarding local policies (e.g. crane services, parking, or facility usage).

3.7 SFLC Standard Specification approved changes. The Contractor must be aware that the following are approved changes to published SFLC 2020 Edition Standard Specifications and supersede published content:

3.7.1 SFLC Standard Specification 8636. Add missing paragraphs between 3.2 and 3.5 of Std Spec 8636 as follows:

5 (Rev-0)

“3.3 Access cut boundaries. The Contractor must ensure that access cuts comply with the requirements and restrictions detailed in the following and in SFLC Std Spec 0740, and referenced codes.

3.3.1 Location of boundaries. Boundaries of access cuts and closure plates shall, in general, be located between principal ship framing, bulkheads, and other structural members and shall be at least three inches from any of these members or from the toes of other welds. A reduction in this three inch minimum may be approved by the KO on a case by case basis provided sufficient clearance is maintained for welding and inspection requirements. The boundaries of access cuts and closure plates should land on existing butts or seams, wherever practicable. The boundaries of prior access cuts should be utilized wherever possible. Boundaries may extend across one or more frames as required for the size of the opening.

3.3.2 Access hole dimensions and arrangements. Holes or access cuts shall be the minimum size necessary and shall be in accordance with the following:

Rectangular access cuts and closure plates welded into primary hull structure shall be at least 12 inches wide in the lesser dimension.

For circular access cuts, the minimum diameter shall be 4T, where T = thickness of the involved structural member, but not less than three inches.

Circular closure plates for access cuts less than two feet in diameter shall be dished 1/16 to 1/8 inch to allow for shrinkage when welded.

Corners of rectangular access cuts and closure plates shall have a minimum radius of 6 inches except when a boundary lands on an existing hull longitudinal seam or transverse butt weld.

Corners at an existing seam or butt shall intersect at a 90 degree angle.

Cuts that are to cross existing butts or seams shall do so at an angle of 90 degrees plus or minus 15 degrees.

In primary hull structure, existing welds forming the boundary of a cut shall be cut back 3 inches beyond the toe of the access cut, except that the cut back shall not intersect or cross an existing weld, frame, or structural member. In which case, the cut back may be reduced to a minimum of two inches in length.

Existing welds crossed by the cut shall not be cut back.

3.3.3 Primary hull structure. Primary Hull Structure includes the shell, main strength decks, principal longitudinal bulkheads, vertical keel, deep web girders and stiffeners designed to withstand the ship bending stress.

3.3.4 Mechanically fastened joints. Welding closer than six inches to a mechanically fastened joint should be avoided. When access cuts cross or come within six inches of a mechanically fastened joint, the fasteners shall be checked for tightness and if necessary, loose fasteners shall be seal welded or removed, and replaced for a distance of 6 inches beyond the edge of the cut. When a cut crosses a mechanically fastened seam the cut plates shall be repaired using single V welds backed with glass tape (MIL-C-20079) to prevent fusion between the mechanically fastened plates.

6 (Rev-0)

3.4 Ship integrity maintenance. The Contractor must maintain safety and ship integrity by installing temporary guarding and coaming, in addition to weathertight and watertight closures. Remove these temporary fabrications after closing the hull access, and grind surfaces flush in way of removals. For shell plating cuts made at or below the waterline where temporary closures are impractical, the Contractor must secure each vulnerable compartment and subdivision to minimize potential damage to the extent permitted by the scope and urgency of the work.

3.4.1 Guarding. Install temporary guards in accordance with 29 CFR 1915.73.

3.4.2 Coaming. Ensure that in areas where flammable liquids may be stored, a 4 inch high metal coaming shall be installed on the surface of the deck with tack welds and fully sealed with caulking compound. The coaming shall encircle the access cut in the deck.

3.4.3 Weathertight and contamination closures. Fabricate temporary closures, using fire retardant material, before cutting access openings and install closures whenever access is not in use. Closures shall be:

Constructed to protect the access from inclement weather and entry of contaminants (shall include a coaming or dam on the deck to redirect rain runoff away from the opening).

Fitted with fasteners that permit rapid installation and removal.

Able to support a minimum of 150 pounds per square foot for horizontal deck closures.

Where the access opening is in way of a removed hatch, scuttle or door, the closure shall be configured to allow normal passage of ship’s personnel and equipment.

3.4.4 Watertight closures. Ensure that access openings created four feet or less above the maximum anticipated waterline shall include temporary watertight closures when the vessel is waterborne.

NOTE

NAVSEA S0600-AA-PRO-160/CH16 provides requirements for design, fabrication, and installation of temporary watertight closures.”

3.7.2 SFLC Standard Specification 0000. Replace paragraph 3.3.4 Vessel access, as follows:

"3.3.4 Vessel access. During work at the Contractor’s facility, provide access and/or egress to and from the vessel in accordance with 29 CFR 1915.74, Subpart E. Provide a minimum of two gangways that have the following:

Adequate walking surface width and strength and be safely secured.

A railing, with a mid-rail, on each side of the gangway, and a turn table if necessary.

Substantial steps properly secured and equipped with at least one handrail, when the upper end of the gangway rests on or is flush with the top of the bulwark of the dock.

Nets or other suitable protection on both sides, when there is a danger of personnel falling between the ship and the dock. Nets and other suitable

7 (Rev-0) protection must extend beyond the projected area of the access and egress points so as to catch a personnel that may be falling outward: i.e., the nets must be wider than the gangway.

Proper trimming at all times.

Adequate illumination for their full length.

Separated by one-fourth the length of the vessel, at a minimum, as to mitigate the possibility that an incident could block both means of escape."

3.7.3 SFLC Standard Specification 8635. Replace and add paragraphs as follows, "3.3.10.4.1 Contractor-furnished supporting equipment. Provide all hoses and fittings needed to supply water to the system. Provide pressure gauges at the connection(s) to the ship and the furthest firehose station to allow personnel to clearly read the gage-face to demonstrate or record the required water pressure is available at all energized portions of the system."

"3.2.3 Shipboard access/egress and routing of temporary services. Maintain a primary and secondary means of access/egress for each vessel, where practicable.

Pre-plan for the installation of temporary services to minimize the total number of service leads penetrating the hull by maximizing the use of backbones and/or manifolds for industrial services. Pre-planning for the installation of temporary services shall include removal (first in, last out, when no longer required). Pay special attention to transitional spaces (cross passages, top and bottom of stairwells) where services could potentially fall and restrict emergency personnel egress and/or casualty responder access."

"3.2.3.2 Materials used for suspending temporary services. Temporary services shall be suspended at regular intervals, to prevent impeding personnel access/egress and emergency response, using a high temperature line that meets the noncombustibility test requirements contained in reference (e). When using steel wire rope, or other potentially abrasive material, an anti-chafing material shall be used to prevent damage of the temporary service line. When available, temporary service lines may be run through the ship’s structural elements (i.e., cable ways, light stanchions, etc.). When the routing of temporary services overhead is not practicable, temporary services, rigging of hoses, welding leads, and temporary lights shall be clear of the decks on temporary “trees” or brackets and be arranged to minimize tripping and other hazards."

"3.2.3.5 Quick Disconnect Fittings. QDFs shall be located within 10 feet of designated vertical and horizontal fire zone boundaries. When practicable, QDFs shall be installed within 10 feet of hull penetrations used for personnel access, to facilitate the deployment of smoke control curtains. QDFs must be capable of being disconnected safely on pressurized or energized systems unless approved for use as described in paragraph 3.2.3.7. Pressurized and disconnected QDFs must prevent wetting of energized equipment. For hull openings used for services only, QDFs are not required, provided the opening is fitted with an air and smoke control “sock” that remains in place around the services. Air and smoke control curtains are not intended to provide an air tight seal of the hull opening. Rather, the curtains or socks, are to ensure that emergency responders can control the

8 (Rev-0) flow of air and smoke through the opening to allow for de-smoking of compartments, and minimize “chimney” effects. Curtains shall be made of fire resistant fabric meeting the requirements of NFPA 701."

"3.2.3.7 Service lines crossing fire zone boundaries. When service lines transit a fire zone boundary which cannot be safely disconnected locally (e.g., high voltage cables), the COR shall approve, in advance, the method to safely secure and remove the service."

3.7.4 SFLC Standard Specification 6310.

3.7.4.1 On page 2, replace REFERENCE “MIL-PRF-24667C, May 2008, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application” with “MIL-PRF-24667D, FEB 2021, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application”

3.7.4.2 On page 9, replace the NOTE under paragraph 3.1.8.5 as follows:

NOTE

De-ionized water may be used in cases where available fresh water has excessive chloride/chlorine content. Submit a CFR prior to using de-ionized water.

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.

9 (Rev-0)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK ITEM

WORK ITEM TITLE

LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.

CHECKPOINT 2 - PAINT STORAGE

Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating 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)…