CLAMP_(WLIC_75D)_DS_FQ2_NEV_15Rev0_(2).pdf

USCGC CLAMP (WLIC 75306)

USCG 68B BARGE (68016)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2015

Developed By: Nasaria E Valadez

(Rev-0, 29 Oct 2014)

USCGC CLAMP (WLIC-75D) DOCKSIDE AVAILABILITY FY2015

TABLE OF CONTENTS

Revisions Record ................................................................................................................................................ iii Consolidated List of References .......................................................................................................................... iv Consolidated List of Government-furnished Property .......................................................................................... ix Consolidated List of Critical Inspection Items ...................................................................................................... x Principal Characteristics - Tender ....................................................................................................................... xi Principal Characteristics - Barge ........................................................................................................................ xii General Requirements WORK ITEM 1: Ship Service Diesel Generator (SSDG) Exhaust Piping, Commercial Clean WORK ITEM 2: Boiler Exhaust Stack Uptakes, Commercial Clean WORK ITEM 3: Barge, Diesel Engine Exhaust Piping, Commercial Clean WORK ITEM 4: Compressed Air Receivers and System Valves (All), Clean, Inspect, Hydro and Lift -

Tender WORK ITEM 5: Compressed Air Receivers and System Valves (All), Clean, Inspect, Hydro and Lift -

Barge WORK ITEM 6: Hull Fittings (Weight Handling Rigging Hardware), Inspect and Test - Tender WORK ITEM 7: Compartment(s) Interior, Inspect for Lead-Based Paint WORK ITEM 8: Weather tight Door (External), Renew WORK ITEM 9: Deck Covering (Interior Wet/Dry), Renew WORK ITEM 10: Main Diesel Engine (MDE) Exhaust Stack Uptakes, Clean WORK ITEM 11: Fuel Valves, Overhaul or Renew WORK ITEM 12: Temporary Services, Provide - Tender WORK ITEM 13: Umbilical Receptacles & Deck Penetrations, Tender, Replace WORK ITEM 14: Umbilical Receptacles & Deck Penetrations, Barge, Replace WORK ITEM 15: Plating, 01 Deck, Renew WORK ITEM 16: Hatch, Main Hold, Repair, Barge WORK ITEM 17: Overhead Plating in Main Hold and Other, Renew WORK ITEM 18: Potable Water and Aft Rake Tank Cover Mount Ring, Renew WORK ITEM 19: Watertight Doors, Renew, Barge WORK ITEM 20: Gooseneck Vent Pipes, Renew WORK ITEM 21: Sewage and Waste Water Valves, Renew WORK ITEM 22: Plating, 01 Deck Bulkhead, Renew WORK ITEM 23: Spud Winch Foundations, Renew WORK ITEM 24: Plating, Bulwark Stiffeners, Repair WORK ITEM 25: Sewage Holding Tank(s), Clean and Inspect - Tender WORK ITEM 26: Grey Water Piping, Clean and Flush WORK ITEM 27: Sewage Piping, Clean and Flush WORK ITEM 28: Tender Fuel Oil Supply Header Piping, Renewal WORK ITEM 29: Air Conditioner Condenser, Renew WORK ITEM 30: Sewage Piping Repair WORK ITEM 31: Compartment Insulation, Renew WORK ITEM 32: Wheel House Window Frame, Repair WORK ITEM 33: Hull Fittings (Mooring and Towing), Inspect and Test - Barge WORK ITEM 34: Shower Stall and Drain, Renew WORK ITEM 35: Mechanical Chain Stopper, Inspect and Service - Barge WORK ITEM 36: Plating, Galley Deck, Renew WORK ITEM 37: Tender Weather Deck Stuffing Tubes, Renew WORK ITEM 38: Ship Surfaces, Spot Abate Lead Coatings ii (Rev-0)

USCGC CLAMP (WLIC-75D) DOCKSIDE AVAILABILITY FY2014

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.

iii (Rev-0)

CONSOLIDATED LIST OF REFERENCES

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at time of specification writing and during contract execution.

All Coast Guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – as follows:

• MIL/DOD/CID Specifications: http://www.assistdocs.com/search/search_basic.cfm

• Commandant Instruction Manuals: http://www.uscg.mil/directives/default.asp

• Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws::

www.gpoaccess.gov

The Government is aware of the following internet web links where contractors may procure commercial specifications:

• American Welding Society (AWS): http://www.awspubs.com/index.php

• ANSI, ASTM, IEEEE, NFPA, ASME, SAE Standards: http://www.techstreet.com/

• NFPA: http://www.nfpa.org

• SSPC Standards and pictorial guides: http://shopping.netsuite.com/sspcmarketplace

COAST GUARD DRAWINGS

Coast Guard Drawing 68B CGB 0103-2, Rev -, General Arrangement Plan and Outboard Profile Coast Guard Drawing 68B-CGB 0103-004, Rev -, Booklet of General Plans Coast Guard Drawing 68B-CGB-1105-1, Rev C, Bulkheads Coast Guard Drawing 68B-CGB 3801-1, Rev -, Ventilation Coast Guard Drawing 68B-CGB 3801-2, Rev -, Ventilation Coast Guard Drawing 68B-CGB 4809-2, Rev -, Vents, Fills, & Sounds Coast Guard Drawing 68 CGB 4901-001 (68016-68017), Rev A, Compressed Air Piping Arrangement Coast Guard Drawing 68 CGB 4901-002 (68018-68020), Rev -, Compressed Air Piping Arrangement Coast Guard Drawing 68B CGB 5501-1, Rev B, Fuel Oil & Exhaust Piping – Plan & Details Coast Guard Drawing 75 WLIC 123-2, Rev-, Sewage Tank Coast Guard Drawings 75-WLIC/528/1/75-WLIC_528_1 Coast Guard Drawings 75-WLIC/528/1/75-WLIC_528_2 Coast Guard Drawing 75 WLIC 593-2, Rev B, Arrangement Vacuum Flush System Coast Guard Drawing 75-WLIC-635-001, Rev B, Hull Insulation Schedule & Installation Details Coast Guard Drawing 75D-WAGL-0103-4, Rev D, General Arrangement – Main Deck & Hold Coast Guard Drawing 75D-WAGL 103-005, Rev D, General Arrangement Upper Deck and Wheelhouse

Deck (75306-75307) Coast Guard Drawing 75D-WAGL-0103-7, Rev D, Inboard Profile Coast Guard Drawing 75D-WAGL 103-008, Rev B, Booklet Of General Plans (75306) iv (Rev-0) http://www.assistdocs.com/search/search_basic.cfm http://www.uscg.mil/directives/default.asp http://www.gpoaccess.gov/ http://www.awspubs.com/index.php http://www.techstreet.com/ http://www.nfpa.org/ http://shopping.netsuite.com/sspcmarketplace

Coast Guard Drawing 75D-WAGL-1103-1, Rev B, Main Deck Framing Plan Coast Guard Drawing 75D-WAGL 1103-005, Rev B, Upper Deck and Wheelhouse Deck Framing

(75306-75307) Coast Guard Drawing 75D-WAGL-1105-2, Rev C, Exterior Bulkheads on Main Deck Coast Guard Drawing 75D-WAGL-1105-3, Rev A, Interior Bulkheads on Main Deck Coast Guard Drawing 75D-WAGL 1105-004, Rev A, Ext Bhds on Upper Dk (75306-75307) Coast Guard Drawing FL 1112-18, Rev A, HU40 SERIES SPUD WINCH FOUNDATION AND

INSTALLATION

Coast Guard Drawing 75D-WAGL 1203-1, Rev B, Window Schedule and Details (75306) Coast Guard Drawing 75D-WAGL 1404-01, Rev -, DK Covering Schedule (75306-75307) Coast Guard Drawing 75D-WAGL 1602-001, Rev A, Door Schedule and Exterior Door Details (75306-

75307) Coast Guard Drawing FL 1602-025, Rev A, Fleet Raised Watertight Hatches Coast Guard Drawing 75D-WAGL 1604-002, Rev A, Bulwark Ext Handrail & Grabrail Layout (75306-

75307) Coast Guard Drawing 75D-WAGL 1604-003, Rev A, Bulwark Ext Handrail & Grabrail Dets (75306-

75307) Coast Guard Drawing 75D-WAGL 3402-01, Rev D, Galley & Mess RM A&D (75306-75307) Coast Guard Drawing 75D-WAGL-3601-1, Rev A, Crew’s Shower Details Coast Guard Drawing 75D-WAGL-3601-3, Rev A, Crew’s Head – Arrg’t & Details Coast Guard Drawing 68B-CGB 3801-1, Rev -, Ventilation Coast Guard Drawing 68B-CGB 3801-2, Rev -, Ventilation Coast Guard Drawing 75D-WAGL 3801-011, Rev -, Engine Room Ventilation Mods to Suit 80MDDCD

SSDG

Coast Guard Drawing 75D-WAGL-3803-55 Coast Guard Drawing 75D-WAGL 3901-001, Rev -, Insulation & Sheathing Sched (75306-75307) Coast Guard Drawing 75D WAGL 4000-001, Rev B, Machy Arrg (75306-75307) Coast Guard Drawing 75D WAGL 4103-005, Rev B, Exhaust Piping Plan (75306-75307) Coast Guard Drawing 75D WAGL 4103-006, Rev A, Exhaust Piping Sects (75306-75307) Coast Guard Drawing 75D-WAGL 4808-3, Rev A, Mar Sanit Dev-2NDARY Drn Sys Alts (75306-07)

(75306-75307) Coast Guard Drawing 75D WAGL 4901-001, Rev B, Compressed Air Flow Diagram Coast Guard Drawing 75D WAGL 4901-004, Rev -, Compressed Air Flow Diagram Coast Guard Drawing 75D-WAGL 5501-009, Rev B, Fuel Oil Service Mods To Suit IF 1312 MDE Coast Guard Drawing 75D-WAGL 5501-011, Rev -, Diagram Fuel Oil Service Systems Coast Guard Drawing 75B-WAGL 6201-12, Rev M, Electrical Distribution One Line Diagram Coast Guard Drawing 75B-WAGL 6405-1, Rev C, 75' WLIC Inland Buoy Tender Class Navigation

Lights Coast Guard Drawing 75-WAGL 6504-3, Rev A, Fire/Flood Alarm System Equipment Location &

Wiring Diagram with Barge Coast Guard Drawing 75-WAGL 6700-1, Rev P, Arrangement of Electronic Equipment and Block

Wiring Diagram Coast Guard Drawing FL 1602-025, Rev A, Fleet Raised Watertight Hatches v (Rev-0)

Coast Guard Drawing FL 2605-22, Chain Stopper for 1-1/4 inch Buoy Chain Maximum NAVSEA Drawing 803-6397268, Rev -, Doors WT, Quick Acting Arrangement NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation For Compartments Installation

Details

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) TP6329 Coast Guard Commandant Instruction (COMDTINST)_MI0360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3041, 2012, Shipboard

Electrical Cable Test Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3042, 2012, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair, and Installation Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 6310, 2012, Requirements for

Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2012, Auxiliary

Machine Systems Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Preserve Ship

Structures Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2012, Install Interior

Deck Covering Systems Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2012, Temporary

Services

OTHER REFERENCES

American Society for Testing and Materials (ASTM) International F1508, 2010, Standard Specification for Angle Style, Pressure Relief Valves for Steam, Gas, and Liquid Services American Society of Mechanical Engineers (ASME) B16.11, 2005, Forged Steel Fittings, Socket-

Welding and Threaded American Society of Mechanical Engineers (ASME) B16.5, 2003, Pipe Flanges & Flanged Fittings: Nps

1/2 through Nps 24 American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and

Welding End American Society of Mechanical Engineers (ASME) B16.34, 2013, Valves-Flanged, Threaded, and

Welding End American Society of Mechanical Engineers (ASME) B18.2.1, 2013, Square, Hex, Heavy Hex, and Askew

Head Bolts and Hex, Heavy Hex, Hex Flange, Lobed Head, and Lag Screws (Inch Series) American Society of Mechanical Engineers (ASME) B18.2.2, 2010, Nuts For General Applications:

Machine Screw Nuts, Hex, Square, Hex Flange, And Coupling Nuts (Inch Series) ASTM International (ASTM) A105, 2005, Standard Specification for Carbon Steel Forgings for Piping

Applications vi (Rev-0)

ASTM International (ASTM) A106, 2008, Standard Specification for Seamless Carbon Steel Pipe for High-Temperature Service

ASTM International (ASTM) A181, 2006, Standard Specification for Carbon Steel Forgings, For General-Purpose Piping

ASTM International (ASTM) A307, R2007, Standard Specification for Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength

ASTM International (ASTM) A563-07a, 2007, Standard Specification for Carbons and Alloy Steel Nuts ASTM International (ASTM) B61-08, 2008, Standard Specification for Steam or Valve Bronze Castings ASTM International (ASTM) B62, 2002, Standard Specification for Composition Bronze or Ounce Metal

Castings ASTM International (ASTM) F1138-98 (2007), Standard Specification for Spray Shields for Mechanical

Joints ASTM International (ASTM) F1387, Reapproved 2005, Standard Specification for Performance of

Mechanically Attached Fittings ASTM International (ASTM) 6966, 2008, Standard Practice for Collection of Settled Dust Samples Using

Wipe Sampling Methods for Subsequent Determination of Metals ASTM International (ASTM) F992, 2011, Standard Specification for Valve Label Plates ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2008, Occupational Safety and Health

Standards Code of Federal Regulations (CFR) Title 29, Part 1915, Jul 2008, Occupational Safety and Health

Standards for Shipyard Employment Code of Federal Regulations (CFR) Title 33 CFR, Jul 2010, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety

Administration, Department Of Transportation Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2009, Pipe

Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2003 Edition, Pressure Testing Of Steel Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2013 Edition, Pressure Testing Of Steel Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2011 Edition, Butterfly Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 2010 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2008 Edition, Bronze Gate, Globe, Angle and Check Valves MIL-G-24716, Apr 1993, Gaskets, Metallic-Flexible Graphite, Spiral Wound MIL-I-3064, Mar 1991, Insulation, Electrical, Plastic-Sealer MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness MIL-STD-2003-2, Sep 2009, Electric Plant Installation Standard Methods for Surface Ships &

Submarines (Equipment) vii (Rev-0)

MIL-STD-2003-3, Sep 2009, Electric Plant Installation Standard Methods for Surface Ships & Submarines (Penetrations)

MIL-STD-2003-5, Sep 2009, Electric Plant Installation Standard Methods for Surface Ships & Submarines (Connectors)

MIL-DTL-15024F, Nov 1997, Plates, Tags and Bands for Identification of Equipment, General Specification for

MIL-DTL-24696C (SH), September 2008, Non-Asbestos Gasket Sheets MIL-G-24716A (SH), April 1993, Spiral Wound Metallic-Flexible Grpahite Gaskets MIL-PRF-32187, February 2005, Hybrid Gaskets, Flat and Raised Face Flange, Fire Resistant, Shipboard

Use MIL-STD-1627, Sep 1994, Bending of Pipe or Tube for Ship Piping Systems The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning The Society for Protective Coatings (SSPC) Paint Application Specification No. 3 (SSPC-PA Guide 3), 1995, A Guide to Safety in Paint Application The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 16 (SSPC-SP 16), 2010, Brush-Off Blast Cleaning of Coated and Uncoated Galvanized Steel, Stainless Steels, and Non-Ferrous Metals

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC)/NACE International (NACE) 2004, Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, Near-White Blast Cleaning viii (Rev-0)

CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY

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

WORK

ITEM

MTI ITEM DESCRIPTION QTY PRICES

8 N FREEMAN MARINE

DOOR

MEASUREMENTS:

32-1/2” W X 68-3/8”

H; FRAME

MEASUREMENTS:

39”W X 73-3/4” H

1 ea $3,500

16 N 38 1/2” x 38 1/2”

QAWTH

1 ea. $5,000

19 N 24” DIAMETER

QAWTS

2ea $5,00

19 N QAWTD 26”x45” 8-dog, RH

3 ea $4, 853

35 N Chain Stopper Overhaul Kit

NSN: 5430-01-494-

1 $1,200

*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 ix (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

15 Plating, 01 Deck, Renew

29 Air Conditioner Condenser, Renew

31 Compartment Insulation, Renew

35 Mechanical Chain Stoppers x (Rev-0)

PC_75D_WLIC_1113

PRINCIPAL CHARACTERISTICS - TENDER

75' WLIC(D-CLASS)

PHYSICAL CHARACTERISTICS

Length Overall 75' 0"

Depth 7' 7-3/4"

Maximum Beam 22' 0"

Height of Highest Projection 32' 0"

Full Load Draft 4' 4 11/16" LCF Draft

Full Load Displacement 148.49 Long Tons Fresh Water

Shore Tie Voltage Requirements 440 VAC / 3 Phase

Frame Spacing 1' 6"

MACHINERY CHARACTERISTICS

Number of Propellers 2

Number of Blades 4

Diameter of Propeller 48"

Pitch 40" fixed

RPM 400

Shaft Diameter 4.5” xi (Rev-0)

PC_CGB_68B_1113

PRINCIPAL CHARACTERISTICS - BARGE

68' Barge ('B' Class: Hulls 68016 -68020)

Physical Characteristics

Length Overall 68' 6-1/2"

Depth 7' 0"

Maximum Beam 28' 0"

Full Load Draft 3' 0"

Full Load Displacement 117 Long Tons

Shore Tie Voltage Requirements 440 VAC / 3 Phase

Frame Spacing 1' 0" xii (Rev-0)

00000_0614_FLT

REC_00000_FLT_ Commercial Project @ CG Facility (1212)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at a Coast Guard facility for Coast Guard vessels.

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST)_MI0360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures

OTHER REFERENCES

ASTM International (ASTM) 6966, 2008, Standard Practice for Collection of Settled Dust Samples Using

Wipe Sampling Methods for Subsequent Determination of Metals Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2008, Occupational Safety and Health

Standards The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal Code of Federal Regulations (CFR) Title 33 CFR, Jul 2010, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety

Administration, Department Of Transportation

1 (Rev-0)

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.

3.3 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)_MI0360.3C , Chapter 11 (Cutter and Boat Colors Exterior and Interior).

NOTE

Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes (provided in Chapter 5 of COMDTINST MI0360.3) are strictly prohibited.

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

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

3.5.1 Contractor operated (non USCG) facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at Contractor Operated (Non USCG) Facilities, as applicable, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3.5.1 USCG facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

2 (Rev-0)

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is _________.

3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following:

• Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.

• National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.

• Air Emission Permit: Unit has a Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants.

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

3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to adequately 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.

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

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

3 (Rev-0)

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

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

3.5.4 The Contractor shall be aware of the following:

3.5.4.1 No Contractor or Subcontractor shall have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.

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

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

3.7 SFLC standard specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2012 Edition Standard Specifications and supersede published content:

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

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

3.7.2.1 SFLC Std Spec 0740, page 1, paragraph 1.2 Appendices: Add ‘Stray Current Protection’ to ‘Process Standard column of appendices table. Add ‘E’ to ‘Appendix’ column of appendices table.

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

3.7.2.3 SFLC Std Spec 0740, page 4, paragraph 3.1.3 Stray current protection: Delete paragraphs 3.1.3.1 and 3.1.3.2.

3.7.3 SFLC Std Spec 0450, Electrical Power for Contractor’s Tools and Equipment, page 1, paragraph 1.1 Intent:

Add sentence, “Note that stray current protection for welding equipment is covered in SFLC Standard Specification 0740, Welding and Allied Processes, Appendix E.” to end of paragraph.

3.7.3.1 SFLC Std Spec 0450, page 5, paragraph 3.4 Equipment Grounding: Add sentence, “Stray current protection for welding equipment is covered in SFLC Standard Specification 0740, Welding and Allied Processes, 4 (Rev-0)

Appendix E.” to end of paragraph.

3.7.3.2 SFLC Std Spec 0450, page 6, paragraph 3.4 Equipment Grounding: Delete paragraphs 3.4.1.4 and 3.4.1.5.

3.7.3.3 SFLC Std Spec 0450, page 6, paragraph 3.4 Equipment Grounding: Delete Figure 5.

3.7.4 SFLC Std Spec 0000, General Requirements, Appendix A Requirements for Environmental Protection has been superseded by SFLC Std Spec 0000, General Requirements, Appendix A Requirements for Environmental Protection at Contractor Operated (Non USCG) Facilities, and added SFLC Std Spec 0000 Appendix B Requirements for Environmental Protection at USCG Facilities. The new Appendices are posted with SFLC Standard Specifications as separate documents on SFLC Standard Specification webpage.

3.7.4.1 SFLC Std Spec 0000, General Requirements, Appendix A Requirements for Environmental Protection at Contractor Operated (Non USCG) Facilities: Add paragraph A2.2.5.3.3, as follows:

“A2.2.5.3.3 Additional requirements during abatement of lead-based paint (LBP) and asbestos-containing coatings. Abide by the following additional requirements, during work that involves disturbance or abatement LBP and asbestos-containing material (ACM)/vermiculite coatings:

A2.2.5.3.3.1 Certification documentation. At the Arrival Conference, submit documentation to the COR that all primary and sub contractors fulfilling abatement requirements related to the preceding disclosure paragraph possess all Local, State, and Federal certification licenses and applicable permits, for fulfilling those abatement requirements.

A2.2.5.3.3.2 Advance notification. Notify the COR 24 hours prior to any planned abatement actions.

Additionally, notify the Quarterdeck and COR, prior to starting any abatement task, to ensure a timely announcement to Coast Guard personnel to vacate the affected area.

NOTE

Be aware that Coast Guard personnel are not permitted to be in the location of abated spaces while abatement is being performed.

A2.2.5.3.3.3 Additional protective measures.

A2.2.5.3.3.3.1 Take the following additional safety precautions:

• Separate work area from other non-affected areas.

• Do not permit non-essential personnel in the work area.

• Work in one compartment/space at a time.

• Prevent dust from migrating to other areas, as follows:

o Seal doors, hatches, and all other openings between the work area and other areas with an airtight barrier, such as fire-rated polyethylene; seal both sides (inside the construction area, and inside the adjacent area) to provide a secondary dust barrier and prevent the doors and windows from being used (post alternative emergency exits, if applicable).

o Maintain work area under negative pressure in relation to adjacent areas.

• Take, at a minimum, the following measures, to protect de-contamination workers:

o Use a HEPA (high-efficiency particulate air) vacuum.

o Workers must wear a respirator which is approved by NIOSH and has N100, P100 or R100

5 (Rev-0) filters (the cartridges are usually purple); respirators must be fit-tested to insure proper seal, and employees must be medically screened and trained prior to wearing a respirator (see the OSHA Respirator Standard, 29 CFR 1910.134).

o Workers must wear full-body protective clothing, head covering and shoes (or shoe covers).

o Workers must not leave the work area without having gone through a proper decontamination process, to prevent spread of lead dust to un-affected areas.

o Eating, drinking and smoking are prohibited in work areas.

o Workers must wash hands and face before eating, drinking or smoking.

o Workers must remove work clothes and shoes before leaving the work area, and seal work clothes in plastic.

o Workers must shower and wash hair as soon as possible after leaving the work area.

o Non-disposable work clothes must be washed separately from other clothes.

NOTES

1. Negative pressure means that more air is exhausted from the area than is supplied so that lead dust and/or asbestos particles are contained within the work area, and do not contaminate adjacent non-affected compartments. Exhaust air must be filtered with a suitable HEPA filter.

2. A HEPA vacuum removes 99.97% of particles that are less than 0.3 microns in size.

3. Use of compressed air, conventional vacuum, and dry-sweeping is not permissible, during abatement.

A2.2.5.3.3.3.2 Remove and dispose of all protective covers, upon completion of work.

A2.2.5.3.3.4 Abatement task particulars.

A2.2.5.3.3.4.1 Coating removal and surface preparation.

A2.2.5.3.3.4.1.1 ACM. Remove existing ACM by a suitable means such as chipping or scraping. Ensure all removed materials are carefully placed into bags that are specially designed for ACM removal, sealed and handed over to another worker to be sealed again.

A2.2.5.3.3.4.1.2 LBP. Remove LBP from identified areas, using one or a combination of the cleaning methods specified in Table A1 below, as applicable.

A2.2.5.3.3.4.2 Scope of spot abatement. When spot or partial abatement is required due to interference with other ship repair work (including but not limited to: hotwork, equipment and component installations, structural inspections and repairs,), do the following:

• Perform inspections of all locations that have been slated for spot abatement, to identify paths of future hull cuts and weld seams and locations of weld repairs, as applicable.

• Ensure that abatement shall also include the following:

o The area itself, including but not limited to: attached framing, stiffeners, piping, equipment support – in addition to up to a three-inch boundary segment where removal is faired into surrounding intact coating.

o All areas of the heat affected zone (estimated to be at a minimum of 3-4 inches on each side of a weld repair), to permit welders sufficient room to safety make required repairs.

o Areas intended for tack welds used during fit up.

o Areas that asbestos material could be disturbed by personnel transiting the work site, setting

6 (Rev-0) up/moving equipment, setting up containment measures, or any activity by contractor personnel that could damage asbestos material adjacent to the site of any hotwork activity.

• Ensure that the presence of ACM and/or LBP adjacent to future weld repairs is readily apparent to welders through the use of signs on the compartment entry and local markings adjacent to repairs using a suitable means such grease pencils. Be aware that any accidental disturbance ACM and/or LBP by subsequent hot work or grinding associated with weld repairs shall require clean up in and clearance testing, at no cost to the Government.

TABLE A1 - SURFACE PREPARATION METHODS

MECHANICAL CLEANING CHEMICAL STRIPPING

STEEL SUBSTRATE ALUMINUM

SUBSTRATE

Use a suitable chemical stripper to safely remove all existing coatings

– and expose the bare substrate, in accordance with manufacturer’s instructions.

1. Waterjet to a SSPC-SP WJ- 2/NACE WJ-2 standard.

2. Abrasive-blast to SSPC- SP10/NACE No. 2, using grit conforming to MIL-A-22262 (1.5 to 2.5 mil anchor profile).

3. Power tool clean to a SSPC- SP 11 (1.0 mil anchor profile), with vacuum attachment, to capture lead dust and debris.

1. Waterjet to a SSPC-SP WJ-2/NACE WJ-2 standard.

2.Brush blasting with clean, fine aluminum oxide, garnet or equivalent inert material conforming CID A-A- 59316, Type I & IV, to remove all existing coatings and rust spots, down to bare metal (and produce a 1.0-1.5 mil anchor profile).

3. Mechanical cleaning, using power sanders and abrasive sandpaper with no metallic contents, to remove all existing coatings and rust spots, down to bare metal.

NOTES

1. Abrasive-blasting creates lead dust, which requires extensive post-surface preparation cleaning in affected compartments. Wet-abrasive blast cleaning (water introduced into the blast stream) may be used, to contain/eliminate dust.

2. Abrasive-blasting and waterjetting are not permissible inside machinery spaces or other outfitted spaces due to the difficulty of containing water spray and contamination of blasting dust particles. These methods are allowed to be performed in voids and tanks where full containment, negative ventilation, and isolation of the affected areas can be performed.

3. Known paint strippers meeting the requirements specified in Table 1 include, but are not limited to the following:

a. Franmar LeadOut

b. STRIP-TOX Paint Stripper

c. Aquastrip ACB

d. Smart Strip™ Advanced Paint Remover

7 (Rev-0)

WARNING

Paint stripper formulated with the following hazardous materials are strictly prohibited for use onboard CG vessels:

a. Methylene chloride

b. Chlorinated solvents

c. Phenols

d. Chromates

e. Ammonia

f. Amines

CAUTION

Any action that has the potential to generate dust (blasting, hand tooling) shall be rigorously monitored to ensure contamination of the ship does not occur.

Certifications are required for any personnel who engage in these practices.

A2.2.5.3.3.4.3 Precautionary measures when using chemical stripping. Take the following precautionary measures, when chemical stripping is selected as one of coating removal methods:

A2.2.5.3.3.4.3.1 Ventilation. In addition to all temporary ventilation requirements specified in SFLC Std 0000 and the “General Requirements” item, ensure the following:

• A flow rate ventilation (minimum 100 cfm) is installed in the affected compartment - and ventilation system inspected by COR, prior to commencement of work.

• Exhaust ducts from ventilation fans are run outside and away from the ship’s ventilation intakes and downwind from cutter location. This shall be monitored and adjusted as necessary if there are changes in wind location.

A2.2.5.3.3.4.3.2 Chemical residue removal. After completion of coating removal, wash down all affected surfaces with suitable soap and water, required to ensure all solvents or solvent residues are removed.

A2.2.5.3.3.4.4 Treatment of existing coating edges bordering abated areas. In lieu of abiding by the feathering guidance provided in SFLC Std Spec 6310, paragraph 3.1.13 (Touch-ups and minor coating repairs), build up new coating to overlap all existing adjacent coating edges.

WARNING

Feathering of edges will generate lead/asbestos dust.

A2.2.5.3.3.4.5 Post-surface preparation cleaning, inspection, and clearance. Upon completion of coating removal procedures, do the following, as applicable:

A2.2.5.3.3.4.5.1 Lead dust clean-up. Clean all lead dust from the worksite by suitable clean-up cleaning methods, or as follows:

• Step 1 - debris removal: Remove all gross debris, paint chips, etc. using either a vacuum with a HEPA filter or by spraying the materials with water in a spray bottle and picking up chips or large pieces of contaminated debris by hand.

• Step 2 – vacuum cleaning: Using a suitable HEPA vacuum, clean all affected surfaces, in accordance with the following guidelines:

8 (Rev-0) o Begin cleaning with high areas first – with overhead surfaces and bulkheads working downward.

o Vacuum all surfaces in the compartment.

o Work in the direction furthest from the entry door toward it.

• Step 3 – wet cleaning: Following thorough HEPA vacuuming, wash all surfaces with any suitable cleaning detergent following the same cleaning pattern (high to low/ furthest from and toward entrance). Change the cleaning solution as it becomes dirty. Rinse all areas with a fresh cloth/mop.

Do not reuse contaminated mops and cloths. Use a three-bucket system for cleaning. (Detergent solution in first bucket/ rinse water for mop in second/ surface rinse on deck and/or bilge surfaces in third).

• Step 4 – vacuum cleaning: Perform a HEPA vacuum again as specified in “Step 2”.

• Step 5 – waste disposal: Properly dispose of contaminated materials, in accordance with all applicable Federal, state, and local regulations.

WARNING

1. Work Wet, Work Smart, and Work Clean. DO NOT GENERATE DUSTS. It is easier to effectively clean an area when dusts are not being generated to resettle on previously cleaned areas. Worker exposures may be high during wet sweeping.

2 A wet/dry HEPA unit is ideal for working with hazardous dust clean up.

3. Lead-contaminated objects that are porous or materials that may suffer damage from water may not be able to be sufficiently decontaminated by these methods and should be discarded.

A2.2.5.3.3.4.5.2 Substrate inspection. Conduct a visual inspection, in the presence of the Coast Guard Inspector, to ensure that none of the following is present, and submit a CFR:

• Visible coatings on any part of the substrate, including pitted areas.

• Lead dust.

• Cleaning material haze.

A2.2.5.3.3.4.5.3 Post- abatement clearance. Upon acceptance of the visual inspection results by the COR, do the following:

A2.2.5.3.3.4.5.3.1 Lead dust wipe sampling.

A2.2.5.3.3.4.5.3.1.1 Conduct wipe sampling clearance testing, in accordance with ASTM 6966, in three locations in each affected compartment/space, as designated by the Coast Guard Inspector; to ensure that there exist no lead dust residues in excess of the below-listed concentrations, as specified below in TABLE A2. Submit a CFR with sample results. If a Change Request (CR) has been authorized and released, conduct additional wipe sampling and testing, as designated on the CR.

A2.2.5.3.3.4.5.3.1.2 Ensure that dust lead samples are analyzed by a laboratory certified by the National Lead Laboratory Accreditation Program (NLLAP) or the American Industrial Hygiene Association.

TABLE A2 - ACCEPTABLE LEAD CONCENTRATIONS

BERTHING AND/OR FOOD PREPARATION AREAS ALL OTHER AREAS

40 micrograms/square foot (mcg/ft 2) 200 micrograms/square foot (mcg/ft 2)

9 (Rev-0)

A2.2.5.3.3.4.5.4 Additional lead dust cleaning and sampling. If laboratory analysis proves lead concentrations in excess of the thresholds specified in TABLE A2, then perform lead dust cleaning, and take subsequent wipe samples until the concentration of lead falls below the above standards.

NOTES

1. Be aware that the Coast Guard reserves the right to coordinate additional wipe clearance testing, at no cost to the contractor, to verify the sample results.

2. All additional wipe clearance testing conducted by the Coast Guard must be witnessed by the Contractor, to verify where and how samples were collected – and thus, prevent contract disputes.

A2.2.5.3.3.4.5.3.2 Aggressive sampling – asbestos. After the completion of abatement, take at least five aggressive air samples in each affected compartment/space, using the Phase Contrast Microscopy (PCM) method to determine that the level of airborne fibers for each sample inside the work site is 0.01 or less fiber per cubic centimeter. Perform aggressive air sampling in accordance with EPA 600/4-85-049. Submit a CFR.

A2.2.5.3.3.5 Surface coating.

A2.2.5.3.3.1 Contaminant removal. Prior to applying primer coat, and in accordance with SFLC Std Spec 6310, paragraphs 3.1.8.7 (Flash rusting/surface oxidation limitations) and 3.1.8.6 (Hydrocarbon substance removal), respectively,

• Remove all flash rusting, as applicable.

• Remove all grease and oil surface contaminants.

A2.2.5.3.3.2 Coating application. Coat all prepared surfaces, in accordance with Table A3.

TABLE A3 - COATING SYSTEM

SPOT ABATED AREAS FULLY-ABATED SURFACES AND

COMPARTMENT/SPACES

Prime and coat all abated surfaces, including adjacent structural members, in accordance with SFLC Std Spec 6310, to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, Appendix A and Appendix B, as applicable.

Prime and coat all abated surfaces, including adjacent structural members, as specified in applicable work item(s).

A2.2.5.3.4 Waste Disposal. Collect, test, dispose of all generated wastes, including waste water from cleaning of work spaces, in accordance with all applicable Federal, state, and local regulations.”

3.7.4.2 SFLC Std Spec 0000, page 22, paragraph 3.3.3.1 NOTE. Add "Flame-retardant polyethylene deck plate with a non-slip diamond pattern from 10 to 40mil thickness" to body of Note.

3.7.4.3 SFLC Std Spec 0000, page 3, bullet “ISC.” Delete “lead-contaminated materials.”

3.7.4.4 SFLC Std Spec 0000, page 27, after Note box under paragraph 3.3.13.1.2 add the following paragraphs:

“3.3.13.1.3 Dock and Sea trials. The Contractor shall conduct dock trials to test the work performed during the contract when required by individual work items (see 3.3.13 Tests and Inspections). This shall include operational tests or inspections, as appropriate, of all machinery, piping, wiring, insulation, preservation work, deck coverings, and any other article removed, moved, disturbed, or damaged by the Contractor in accomplishing the work outlined in the specification. Schedule for these specific dockside tests or inspections shall be included within the planning document (see 3.2.5 Planning document).

10 (Rev-0)

3.3.13.1.3.1 The Contractor shall provide a pier facility or allow the vessel to move to a Coast Guard pier to support dock trials. The Contractor shall not conduct trials that require the vessel to be waterborne while the vessel is floating inside a dock (e.g., graving dock, floating drydock).

3.3.13.1.3.2 Sea trials to conduct equipment operational tests are not required unless a Sea Trial Performance work item is specifically included within the specification.”

3.7.4.5 SFLC Std Spec 0000, page 11, paragraph 3.2.5, add the following bullets to the bulleted list:

• Identifies the “critical paths” for the project.

• Shows calculations for the “float” along the critical paths and labels the critical paths with the number of delay days the critical paths can absorb without affecting the final delivery date.

3.7.4.5.1 SFLC Std Spec 0000, page 11, Add the following Note between paragraphs 3.2.5 and 3.2.5.1:

NOTE

Float is the number of days that the critical paths can be delayed without affecting the final delivery date.

3.7.4.5.2 SFLC Std Spec 0000, page 12, add the following paragraphs and Note after Figure 1:

“3.2.5.4 When the critical path extends beyond or encroaches upon the final delivery date, provide a resource constraint and scheduling evaluation of the critical path before any request for extension will be entertained.

Submit the resource constraint and scheduling evaluation via a CFR.

NOTE

The intent of the resource constraint and scheduling evaluation is to identify the resources necessary to ‘crash’ the critical path or make adjustments to the production schedule to meet the delivery date in lieu of a project…