Coating specification

Document Ref.:

ABU DHABI MARINE OPERATING COMPANY

MNL-01 Control Sheet

ADMA-OPCO STANDARD ENGINEERING DOCUMENTS

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COPYRIGHT © ABU DHABI MARINE MARINE OPERATING OPERATING COMPANY COMPANY - ADMA-OPCO

All rights reserved. The information contained in this document is regarded as confidential. Recipient(s) other than ADMAOPCO's employees undertake both during the continuance of their services to ADMA-OPCO and after termination to maintain in safe custody and not to use any such information for any purpose other than a purpose falling within the scope of the Agreement or Contract under which this document was supplied. Recipient(s) further agree not to dispose of, make copies, in whole or in part of such information or permit the use or access of the same by any Third Party unless the prior written permission of ADMA-OPCO Manager Facilities Engineering is obtained.

D O C U M E N T

DESIGNATION

MNL-01

TITLE

PAINTING MANUAL

AUTHORITY

NAME

TITLE

B.Unit/Div.

TECHNICAL CUSTODIAN

Noman K. Faridi

COE

Prod./IASSD

STANDARDS

M.Khalid Elshobary

SSL

Dev./FED

INTEGRITY ASSURANCE

M.Kamal Kabbaj

FITL

Prod./IASSD

APPROVAL

Saeed M. Alawai

MIASS

Prod./IASSD

ENDORSEMENT

Ali Hassan Ali

AGM(P)

Production

Signature

DATE

CONTROL STAMP

The soft copy copy of of this document on ADMA-OPCO Web is 3

2 1 0

10-05 General Revision 11-03 General Revision

08-96 General Revision 02-91 Issued for Implementation

REV. DATE ADMA-OPCO/SEF/007 ADMA-OPCO/SEF/00 7

DESCRIPTION/TEXT DESCRIPTION/TEX T AFFECTED Rev. 0

Sheet 1 of 1

Controlled. When printed, it is considered

Uncontrolled

TABLE OF CONTENTS 1.

INTRODUCTION...........................................................................................................................................6 1.1 1.2 1.3 1.4 1.5 1.6 1.7

2.

BACKGROUND ..........................................................................................................................6 SCOPE .......................................................................................................................................6 EXCLUSION. ......................................................................... .............................................................................................................................6 ....................................................6 EFERENCED STANDARDS ......................................................................................................7 R EFERENCED ABBREVIATIONS ......................................................................................................................7 DEFINITIONS ............................................................................................................................7 USE OF LANGUAGE. ......................................................................... ................................................................................................................8 .......................................8

QUALITY ASSURANCE..............................................................................................................................8 ASSURANCE ..............................................................................................................................8 2.1 2.2

QUALITY ASSURANCE SYSTEM ..............................................................................................8 QUALITY PLAN ........................................................................................................................9

3.

GOVERNING/BASE CODES.......................................................................................................................9

4.

GENERAL REQUIREMENTS ..................................................................................................................10 4.1 4.2 4.3 4.4 4.5 4.6

5.

INTRODUCTION ......................................................................................................................10 WORKFORCE .........................................................................................................................10 BLASTING & PAINTING MATERIALS ....................................................................................11 BLASTING/PAINTING EQUIPMENT AND TOOLS ...................................................................12 SCAFFOLDING AND ILLUMINATION ......................................................................................13 STORAGE, TRANSPORTATION AND SITE CLEARANCE ........................................................13

ITEMS/SURFACES NOT REQUIRED TO BE PAINTED................................................................. PAINTED.................................................................14 14 5.1 5.2

6.

LIMITATIONS ........................................................................................................................14 PROTECTION OF ITEMS /SURFACES NOT REQUIRED TO BE PAINTED ..................................15

SURFACE PREPARATION............................................................................................................ ...........16 6.1 6.2 6.3 6.4

7.

PRELIMINARY WORKS ..........................................................................................................16 SURFACE PREPARATION BY ABRASIVE BLASTING .............................................................17 SURFACE PREPARATION BY CHEMICAL METHODS (ACID-PICKLING) ........... ................ ........... ............ .......21 .21 SURFACE PREPARATION BY POWER AND MANUAL TOOL CLEANING...............................21

PAINTING MATERIALS MATERIALS AND APPLICATION REQUIREMENTS REQUIREMENTS ................................................21 7.1 7.2 7.3 7.4 7.5 7.6.

8.

PAINTING MATERIALS ..........................................................................................................21 MIXING AND THINNING .........................................................................................................22 ESTRICTIONS ...................................................................................23 PAINT APPLICATION R ESTRICTIONS GENERAL PAINTING R EQUIREMENTS EQUIREMENTS ..................................................................................24 CONTAMINATION ..................................................................................................................26 R EPAIR EPAIR TO DAMAGED COATINGS ........................................................................................26

PAINTING OFF-SITE................................................................................................................................27 8.1 8.2 8.3

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ELECTION TO PAINT OFF-SITE .............................................................................................27 COMPLETELY FABRICATED ITEMS ......................................................................................27 PARTIAL OR NON-FABRICATED ITEMS ................................................................................27

10-05 General Revision Date

Description / Text Affected

ADMA-OPCO ADMA-OPCO/SEF/008 ADMA-OPCO/SEF/008

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9.

INSPECTION................................................................................................................................................28 9.1 9.2

ESPONSIBILITY .........................................................................................28 CONTRACTORS R ESPONSIBILITY EPRESENTATIVE R ESPONSIBILITIES ESPONSIBILITIES ...............................................28 ADMA-OPCO SITE R EPRESENTATIVE

10. TESTING .......................................................................................................................................................29 10.1 10.2 10.3 10.4

DRY FILM THICKNESS ..........................................................................................................29 HOLIDAY DETECTION ...........................................................................................................30 PULL OFF TEST ......................................................................................................................30 SALT CONTAMINATION TESTS .............................................................................................30

11. SAMPLE TEST PANELS............................................................................................................................30 12. PRE-START MEETING .............................................................................................................................30 13. COLOUR CODING OF PLANTS AND STRUCTURES SCHEME ....................................................31 13.1 13.2 13.3

COLOUR CODING OF PLANTS -DAS ISLAND BACKGROUND COLOURS .............................31 COLOUR CODING OF OFFSHORE STRUCTURES BACKGROUND COLOUR .........................32 COLOUR CODING OF GENERAL ITEMS................................................................................33

14. COLOUR IDENTIFICATION IDENTIFICATION OF PIPEWORK AND SERVICES SERVICES .....................................................34 14.1 14.2 14.3 14.4 14.5

COLOUR IDENTIFICATION SCHEME PHILOSOPHY ..............................................................34 APPLICATION OF THE PIPELINE IDENTIFICATION COLOURS .............................................35 MATERIALS ............................................................................................................................36 LOCATION OF COLOUR IDENTIFICATION ............................................................................36 ADDITIONAL DETAILS ...........................................................................................................37

15. MANUFACTURER ' S SUPPORT ...........................................................................................................38 16. PAINT SPECIFICATIONS NUMBERS ...................................................................................................38

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PAINTING SPECIFICATION NUMBERS PSN 100 SERIES......................................................................39 PSN 110: DAS ISLAND EXTERNAL STEEL SURFACES AT OPERATING TEMPERATURE BELOW 120 °C INCLUDING STRUCTURAL STEEL , PLANTS, TANKS, VESSELS, PIPEWORK ETC. .................40 PSN 120 : ALL EXTERNAL STEEL SURFACE OF CRUDE OIL STORAGE (COS) TANK ROOFS..............43 PSN 140: CRUDE OIL STORAGE (COS) TANKS ROOF (UNDERSIDE PLATES, TRUSSES AND LANDING LEG SETS). ................46 PAINTING SPECIFICATION NUMBERS PSN 200 SERIES.......................................................................49 PSN 220: ALL OFFSHORE EXTERNAL STEEL SURFACES AT OPERATING TEMPERATURE BELOW 120 O C WITHIN THE AREA FROM +5 METER ABOVE THE MEAN SEA LEVEL TO THE TOP OF THE STRUCTURE. ...................................................................................................................50 PSN 250: SOLID DECKS, HELICOPTER LANDING DECKS AND WALKWAYS ETC. ................................57 PSN 260: SOLID DECKS, HELICOPTER LANDING DECKS AND WALKWAYS ETC . (FAST TOUCH DRY NON-SKID) ..............................................................................................................................61 PSN 280: IDENTIFICATION MARKING TO DECK LEGEND AND STEEL CUT -OUT LEGEND ON WOODEN HELIDECKS.............................................................................................................64 PSN 290: ALL OFFSHORE EXTERNAL STEEL SURFACES WITHIN THE SPLASH ZONE AREA AND /OR SUBMERGED STEEL SURFACES OF OFFSHORE JACKETS /PLATFORMS. PLUS UNDERSIDE PLATES DAS COS TANK . .......................................................................................................69 PAINTING SPECIFICATION NUMBERS PSN 300 SERIES.......................................................................73 PSN 320: HOT STEEL SURFACES (INSULATED OR NOT INSULATED) AT SERVICE TEMPERATURE FROM 121°C UP TO 400° C (AIR DRY SYSTEM). ..................................................................74 PSN 330: HOT STEEL SURFACES AT SERVICE TEMPERATURE FROM 401 UP TO 540° C. ..................78 PSN 340: ALL STEEL SURFACES TO BE INSULATED (SERVICE TEMP. FROM -20° C UP TO 120° C).81 PAINTING SPECIFICATION NUMBERS PSN 400 SERIES.......................................................................84 PSN 420: INTERNAL LINING OF STEEL VESSELS , TANKS, PIPEWORK AND OTHER EQUIPMENT HANDLING CORROSIVE MEDIA..............................................................................................85 PSN 430: INTERNAL LINING OF VESSELS , BACKWASH FILTERS AND OTHER EQUIPMENT SUBJECTED TO HIGHLY ABRASIVE AND CORROSIVE MEDIA . ..............................................89 PSN 440 : INTERNAL LINING OF VESSELS , TANKS AND OTHER EQUIPMENT OPERATING AT ELEVATED PRESSURE IN HYDROCARBON SERVICE ..............................................................92 PSN 450: INTERNAL LINING OF COS TANKS WITH HAND LAY -UP GLASS REINFORCED EPOXY.......98 PSN 460: INTERNAL LINING OF TANKS , VESSELS, ATK-JET A1 STORAGE TANKS AND ANY OTHER EQUIPMENT HANDLING AVIATION FUEL . ...........................................................................109 PSN 470: INTERNAL LINING OF TANKS , VESSELS, FILTERS AND POTABLE WATER HANDLING EQUIPMENT OPERATING AT TEMPERATURE LESS THAN 80° C.........................................113 PSN 480: INTERNAL LINING OF VESSELS , STORAGE TANKS, DESALINATION COLUMNS AND OTHER PROCESSING EQUIPMENT OPERATING AT TEMPERATURE UP TO 120°C (POTABLE WATER APPROVED SYSTEM ). ............................................................................117

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PAINTING SPECIFICATION NUMBERS PSN 500 SERIES.....................................................................120 PSN 510 : GALVANIZED STEEL SURFACES (NEW OR PREVIOUSLY PAINTED ) LOCATED OFFSHORE OR ONSHORE ........................................................................................................................121 PSN 520 : COPPER AND COPPER ALLOY MATERIALS IN OUTDOOR EXPOSURE .................................124 PSN 530 : STAINLESS STEEL PIPEWORK , VESSELS AND CONTROL PANELS . .....................................127 PSN 540 : EXTERNAL PROTECTION OF SEAMLESS STAINLESS STEEL TUBES ....................................130 PSN 550: R EPAIR PROCEDURE FOR GALVANIZED/ALUMINIZED STEEL SHEETS (ALUZINC) COATED WITH PVF2 (KYNAR) USING DURANAR A.D. ................................................131 PAINTING SPECIFICATION NUMBERS PSN 600 SERIES.....................................................................133 PSN 620: EXTERNAL STEEL SURFACES USING EPOXY /POLYURETHANE SYSTEM FOR BOTH IN HOUSE OR FACTORY APPLICATION (VENDOR SUPPLY)....................................................134 PSN 640: ALL EXTERNAL STEEL SURFACES OFFSHORE OR ONSHORE REQUIRED TO BE SPOT BLASTED, SWEEP BLASTED OR HAND TOOLED SURFACE , CLEANED AND REPAIRED OR TOUCHED-UP UNDER THE REQUIREMENTS OF THE MAINTENANCE PROGRAM . ..............138 APPENDIX-A: INSPECTION RECORDS .....................................................................................................141 APPENDIX - B: PIPELINE IDENTIFICATION COLOURS SCHEME...................................................144 APPENDIX – C: APPLICATION OF COLOUR IDENTIFICATION SYSTEM.................... .................147 APPENDIX – D: ABBREVIATIONS...............................................................................................................148 APPENDIX –E: DEFINITIONS .......................................................................................................................149 APPENDIX-F: REFERENCED DOCUMENTS ...........................................................................................150 APPENDIX –G: AUTHORIZATION HISTORY OF MNL-01..................................................................152

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1.

INTRODUCTION 1.1

Background

Revision (Rev.3) of this Manual found necessary to incorporate and highlight the main issues listed below: a.

Integration of the three main documents of the Painting Manual MNL-01 i.e. SP-1020, SP-1008 & PSNs Series into one comprehensive document.

b.

Experiences, lessons learnt and users feedback on MNL-01 since its issue for implementation as Rev.2 on Nov. 2003.

Authorization history of this document is listed in Appendix - G of this Manual 1.2

Scope

This Manual covers the general & minimum requirements for:

1.3

a.

Protective coating and lining of carbon steel and where relevant aluminum, galvanized steel, stainless steel, nickel and copper based alloy surfaces. This includes the requirements for surface preparation, coating and lining application procedures, inspection, environmental control, repair work and documentation.

b.

Colour coding identification of onshore & offshore operating plants and facilities.

Exclusion.

This Manual does not cover internal architectural requirements of building surfaces such as timber, plaster and building boards.

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1.4

Referenced Standards

1.4.1 General

The latest edition (at the time of the contract award) of the Documents listed in Appendix – F shall to the extent specified herein, represent part of this Manual. The latest edition/revision of ADMA-OPCO Standards Engineering Documents shall be as indicated in the Status List SL-001. ADMA-OPCO Standards Engineering Documents are developed, maintained & controlled by the Standards Authority as stipulated in ADMA-OPCO PRO-00. 1.4.2

Equivalent Standards

Standard Documents equivalent to those referred to herein shall not be substituted without written approval from ADMA-OPCO. Approval of equivalent Standard Documents will not, in any way, remove responsibility from the manufacturer to meet the best practices and/or requirements of the Standard Engineering Documents referred to herein, in the event of conflict. The Manufacturer/contractor shall equip himself with copies of all the referenced Standard Engineering Documents referred in Appendix- F of this Manual and shall make them readily available to all ADMA-OPCO, or nominated representative, personnel involved in the work. Where this Manual states no overriding requirements over the Standard Engineering Documents requirements, the latter shall apply in full. Where differences and/or conflicting issues occur between the referenced documents themselves or the requirements of this Manual, the requirements of this Manual shall overrule unless otherwise advised by the ADMA-OPCO. However major conflictions shall be reported to the ADMA-OPCO for arbitration. 1.5

Abbreviations

The abbreviations used in this Manual are listed in Appendix- D. 1.6

Definitions

The definitions used in this Manual are listed in Appendix- E.

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1.7

Use Of Language.

Throughout this Manual, the words ‘will’, ‘may’, ‘should’ and ‘shall’, when used in the context of actions by ADMA-OPCO or others, have specific meanings as follows: ‘Will’ is used normally in connection with an action by ADMA-OPCO and / a. or nominated representative, rather than by a Contractor or Manufacturer . b. ‘May’ is used where alternatives are equally acceptable. ‘Should’ is used where provision is preferred. c. d. ‘Shall / Must’ is used where a provision is mandatory / vital. 2.

QUALITY ASSURANCE 2.1

Quality Assurance System

2.1.1

Painting materials shall only be procured from Manufacturer s approved ADMA-OPCO.

2.1.2

Services activities associated with Painting works shall only performed by contractors approved by ADMA-OPCO.

2.1.3

Manufacturers/Contractors shall operate Quality Management Systems (QMS) within their organizations, which ensure that the requirements of this Manual are fully achieved.

2.1.4

The quality management system of Manufacturers/Contractors shall be based on the latest ISO 9001 and shall be described in a Quality Manual. The Manual shall provide details for the preparation of a Quality Plan, which shall include provisions for QA/QC issues related to painting works.

by

Where an approved contractors has made changes to their quality system or Manual these shall be submitted to ADMA-OPCO for approval.

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2.1.5

The effectiveness of the contractors quality management system may be subject to monitoring by ADMA-OPCO or its representative and may be audited following an agreed period of notice.

2.1.6

The Manufacturers/Contractors shall make regular QA audits on all their subcontractors/suppliers. Details of these audits shall be made available to ADMAOPCO when requested.




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3.

2.1.7

The contractors shall maintain sufficient Inspection and Quality Assurance staff, independent of the service provider management, to ensure that the QMS is correctly implemented and that all related documentation is available.

2.1.8

Using sub-contractors is not allowed for common service functions carried out by a contractors without ADMA-OPCO approval.

2.2

Quality Plan

2.2.1

Contracted activities associated with painting works shall be performed in accordance with an approved Quality Plan (QP).

2.2.2

The level of detail required in the Quality Plan shall be commensurate with the scope of services provided.

2.2.3

The quality of services activities are essential factors in painting works.

2.2.4

During painting works, quality assurance/quality control issues are the responsibility of the contractors. Integrity Assurance Authority or TPA Representative shall be consulted as appropriate.

2.2.5

Lessons learned related to the scope of this document shall be fed to ADMA-OPCO Lessons Learnt System as appropriate.

GOVERNING/BASE CODES

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3.1

Blasting , cleaning, surface preparation, Coating applications, testing and inspection shall be in accordance with the requirements of this Manual and the latest editions of the referenced Standards in Appendix-F.

3.2

Colour coding references shall be to BS 4800.




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4.

GENERAL REQUIREMENTS 4.1

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Introduction

4.1.1

Whilst the contents of this Manual define the essential requirements of surface preparation and painting application they in no way relieve the Contractor from his responsibility to carry out the work in accordance with good practice/faith.

4.1.2

All works must be carried out in strict compliance with any statutory regulations and/or safety regulations enforced by ADMA-OPCO.

4.1.3

The Contractor shall prepare metal surfaces and apply paints, coatings and/or linings in accordance with this Manual, using systems specified in the relevant Section.

4.1.4

Prior to the commencement of the work, the Contractor shall submit for ADMA-OPCO approval, fully detailed proposals to show how he intends to carry out the work within the frame work of this Manual and against the relevant paint specifications.

4.1.5

The Contractor shall provide full details regarding the use of any Sub-Contractor, facilities, alternative materials and/or any further information that ADMA-OPCO may request to clarify the work.

4.1.6

In case of any technical dispute the ADMA-OPCO Site Representative will report to the Engineer to verify and agree the necessary course of action.

4.1.7

Any drawings listed, quoted or supplied by ADMA-OPCO shall be considered as a guide only and not intended to provide accurate dimensions for estimating or preparing bills of quantities etc.

4.2

Workforce

4.2.1

The Contractor shall provide sufficient qualified manpower to carryout the works in an efficient manner as per the latest edition of ADMA-OPCO General Conditions of Contract. Detailed curriculum vitae of management, supervisory personnel, inspectors including sub-contracted supervisory personnel shall be submitted with the tender and full details of experience in contracts of a similar nature shall be included.

4.2.2

The Contractor shall ensure that personnel assigned for the work are fully familiar with ADMA-OPCO safety regulations and procedures currently in force.




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4.3

Blasting & Painting Materials

4.3.1

The Contractor shall provide unless otherwise instructed, all paints, thinners, and solvents necessary to carry out the work. All paint used shall be supplied by ADMA-OPCO approved Paint Manufacturer s listed in the relevant Painting Specification(s) of the contract. All thinners and solvents shall only be those recommended by the Paint Manufacturer of the particular paint product.

4.3.2

The Contractor shall provide all approved blasting abrasives necessary to carry out the work unless otherwise instructed by ADMA-OPCO.

4.3.3

Selection of abrasives, thinners and paint materials shall be in accordance with Clause 6.2.3 & Subsection 7.1 of this Manual.

4.3.4 ADMA-OPCO reserves the right to collect paint samples (unopened paint drums) or abrasive media for testing from any stock in the possession of either the Manufacturer or the Contractor that will be used on the contract. Sampling may take place before painting commences or during its course or following completion of works. The test results must be in compliance with the prequalification data sheets completed and endorsed by the Manufacturer and approved by ADMAOPCO during the course of the prequalification of the product. Any nonconformance may cause the rejection of the full batch and disqualification of this particular product.

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4.3.5

All costs incurred as a direct impact of testing the paint or abrasives materials excluding the price of the materials itself will be solely at ADMA-OPCO expense. However, in cases of non-compliance of any material/products all expenses incurred with regard to future testing to ensure compliance shall be solely at the Contractor's cost. New delivery of any batch of the same material shall be tested against the prequalification data sheet by an independent laboratory and accompanied by a certification of compliance when delivered to ADMA-OPCO or its Contractors.

4.3.6

Health risk assessment shall be carried out, where the manufacturers data sheet indicates that the material contains hazardous substances to health. Such health risk assessment should determine appropriate control measures (e.g. ventilation, personal protective equipment,…etc) and whether health surveillances should be undertaken.




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4.4

Blasting/Painting Equipment and Tools

4.4.1

The Contractor shall provide and maintain in good condition all plant, equipment and tools necessary to carry out the work in an efficient manner. He shall provide lubricating oils, greases, consumable materials and parts as necessary to maintain these items in good working order. If however, it is deemed by the ADMA-OPCO Engineer that the work progress is slow and behind the agreed program, ADMAOPCO will have the right to request the Contractor to provide additional equipment and tools to overcome such delay and enhance the program.

4.4.2

Contractors should confirm formally that all the relevant equipment are fit for the intended service and comply with ADMA-OPCO prevailing HSE Regulations.

4.4.3

All plant, equipment and tools used during the conduct of specified work shall generally be approved by ADMA-OPCO. In particular, when working in restricted areas, the Contractor shall ensure that these items fully meet the appropriate engineering/safety regulations controlling work in such areas.

4.4.4

Blast cleaning and spray painting equipment, working at any location shall be continuously bonded from the nozzle to the surface being coated and backward from the nozzle to the compressor. Compressors used in these locations, shall be properly earthed and meet all safety regulations/requirements stipulated by ADMAOPCO.

4.4.5 At all times the abrasive blasting hopper and nozzle are to be properly earthed and electrical connections approved by ADMA-OPCO before work commences. 4.4.6 Compressors and any associated pressure vessels shall be protected against over pressure. All pressure parts shall be provided with safety relief valves, pressure gauges, pressure regulators, air inlet and outlet valves.

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4.4.7

When air operated equipment is used, the operator's hood/headgear is to be ventilated by clean cool air served through a regulation filter to prevent inhalation of blasting residue and/or atomized fine paint particles by the operator. A new filter shall be fitted at the start of each working day and replaced by a new one if blasting continued for more than six hours.

4.4.8

The Contractor must supply equipment isolation using a remote control attachment to be installed on the abrasive blast unit(s) e.g. remote control dead man valve.

4.4.9

Paint brushes shall be of good quality and shall not exceed 100 mm in width. The use of "Turks Head" brushes, long handle brushes, pads or cloths for the application of the paints is not permitted. Paint rollers may only be used on small bore pipe work.




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4.4.10 All brushes shall be cleaned immediately upon cessation/completion of work each day in the appropriate cleaner and allowed to dry. They should not be left to soak overnight in solvent. 4.4.11 The observation window in blasting hoods/helmets shall be designed so that the operator is protected from shattered glass in the event of failure during operation. The viewing screens shall be plastic, mica or safety glass strictly in accordance with personnel protection standards in force. 4.4.12 Venturi type tungsten carbide nozzles should be used for blasting processes. Blasting nozzles shall be discarded and replaced when wear reaches 50% of the original nozzle thickness. 4.5

Scaffolding and Illumination

4.5.1

The Contractor may be required, under contract conditions to provide, erect and move scaffolding. All such works shall conform to ADMA-OPCO scaffolding regulations, specifications and procedures.

4.5.2

Scaffolding must comply in all respects to statutory and ADMA-OPCO requirements for health and safety. Scaffolding shall provide easy and sufficient access for blasting, painting and inspection activities with the minimum of contact points. The Contractor or approved Sub-Contractor must provide a scaffolding supervisor approved by ADMA-OPCO for all works unless informed in writing otherwise.

4.5.3

Where necessary the Contractor shall provide the required illumination of an appropriate type to meet the electrical classification/safety requirements for the specified work location.

4.5.4

ADMA-OPCO shall have the sole right to reject, at their discretion any scaffolding or illumination they consider unsafe or inadequate in extent.

4.6

Storage, Transportation and Site Clearance

4.6.1 Unless otherwise specified in the contract the Contractor shall be required to provide/transport all materials, tools and equipment necessary for works to and from the work site. 4.6.2 The Contractor shall be responsible for storage of his own materials and equipment required for surface preparation, paint application and inspection. However, at ADMA-OPCO sole discretion and subject to prior agreement in writing a storage facility may be provided to the Contractor.

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5.

4.6.3

The Contractor shall be responsible for safe keeping of his materials, tools and equipment.

4.6.4

All consumed abrasive, plant, equipment/tools, scaffolding and surplus materials shall be removed from site and the working areas left in a clean and tidy condition to the satisfaction of the ADMA-OPCO Site Representative at completion of work daily and at completion of contract.

4.6.5

All expenses incurred by either the Contractor or ADMA-OPCO in either the handling, storage or transportation of any plant or materials pertaining to the Contract shall be to the Contractor's account unless dispensation is provided in writing dictating otherwise.

ITEMS/SURFACES NOT REQUIRED TO BE PAINTED 5.1

Limitations

The following items/surfaces shall not be painted unless otherwise specifically instructed by ADMA-OPCO. These areas shall be entirely protected as per Subsection 5.2 of this Manual during the blasting and painting processes: 5.1.1

Galvanized steel grating.

5.1.2

Metallized surfaces, insulation, buried piping, plastics, composites, wood and concrete

5.1.3

Non ferrous metals such as copper, copper-nickel, brass and monel.

5.1.4

Contact surfaces of structural steel members to be joined with friction type connections using high strength bolts [see also Clause 7.3.4 NB (a)].

5.1.5

Vessel cladding and insulation jacketing.

5.1.6

Glass, ceramic tiles or other similar surfaces.

5.1.7

Floors and roadways.

5.1.8

Name plate or identification tags and/or instruction notices of any kind.

5.1.9

Valve stems or other machined contact surfaces.

5.1.10 Anchor bolts and grounding clips. 5.1.11 Cathodic Protection anodes. 5.1.12 Lighting fixtures, gauges and similar items.

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5.2

Protection of items/surfaces not required to be painted

5.2.1 The Contractor shall protect all surfaces not to be painted from damage or contamination during surface preparation and paint application by adequatetemporary covering. Surfaces to be protected shall include but not be limited to the following: 5.2.1.1 Surfaces that are not to be painted as detailed in Subsection 5.1 of this Manual. 5.2.1.2 Adjacent painted surfaces not specified for painting or completed works within the scope of contract. 5.2.1.3 All valves sight glasses, vulnerable instrumentation or similar equipments.

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5.2.3

Stainless steel items shall be protected from contamination from blasting debris used to prepare adjacent carbon steel surfaces.

5.2.4

All temporary covering used for protection during blasting and priming shall be removed and replaced with new covering prior to start of painting and then removed at completion of all works.

5.2.5

Protection/Masking/site cleanliness form could be jointly issued and approved by all ADMA-OPCO involved disciplines i.e. production, electrical, instrumentation, etc., prior to the Contractor being permitted to proceed with blasting and painting related work. ADMA-OPCO will have the right to request corrective actions at no further cost to ADMA-OPCO if not satisfied with the protective measures taken.

5.2.6

If any damage/contamination does occur, the Contractor shall immediately repair/remove these as called in Subsection 7.6 of this Manual.




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6.

SURFACE PREPARATION 6.1

Preliminary Works

6.1.1

Prior to commencement of any blasting work on either new or previously painted surfaces all Greases, oils, and dirt’s and any other contamination shall be removed in accordance with the requirements of SSPC-SP 1. Any or all of the following methods may be used : Steam cleaning with or without Alkaline cleaners. High pressure fresh water wash with or without emulsifying agent.

a. b.

Any emulsifying agents or chemical products utilised for degreasing and cleaning works shall be materials registered or approved by the UK, Dept. of Trade and Industry Offshore Chemical Notification Scheme. The registered category (1,2,3,4,5) shall given the maximum allowable open disposal limit over the contract scope of work. On completion of the degreasing/cleaning, all surfaces shall be high pressure fresh water washed (3000 psi)

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6.1.2

The surface shall be allowed to dry before proceeding with further preparation and/or painting.

6.1.3

Following washing down, the chloride level on the washed surface immediately prior to paint applications shall be only 0.7 µg/cm2 (microgram per square centimeter) above that value of the fresh wash water when measured with a Salt Contamination Meter approved by ADMA-OPCO. However, in no circumstances shall this value exceed 1.8 µg/cm2. Repeated highpressure wash down is required until the desired salt level is obtained. If the supply of fresh wash water salt level is above 1.1 µg/cm2 the water shall not be used and must be rejected. ISO 8502 – 6 may also be used to determine critical levels.

6.1.4

Washing down using airless spray equipment is not an acceptable alternative to high pressure water jetting.

6.1.5

All weld areas and appurtenances are to be given special attention to remove surface irregularities including weld spatter, weld fluxes, rough capping, undercut and slag prior to commencement of abrasive blasting.

6.1.6

Surface laminations, underlying mill scale and laps not removed during fabrication shall be removed and made smooth by grinding using mechanical power tools. Also all sharp and rough edges shall be smoothed or radiused to 2 mm contour.




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6.1.7

All irregularities which become apparent after surface preparation by abrasive blasting/cleaning shall be similarly treated as described in Clause 6.1.5 to 6.1.6 above.

6.1.8

All the works referred to in Clause 6.1.5 through 6.1.7 above shall be carried out under close supervision of ADMA-OPCO Inspection Authority.

6.2

Surface Preparation by Abrasive Blasting

6.2.1 General a.

Abrasive blasting operations, ventilation and safety requirements shall be in accordance with ANSI Z9.1.

b.

When specified, surface preparation by abrasive blasting or power/hand tools shall not be conducted when the temperature of the surface is less than 3 oC (5 oF) above the ambient dew point of the surrounding air and/or when the relative humidity of the air is greater than 85 %.

6.2.2 Surface Quality

3 Rev.

a.

Steel surfaces shall be prepared by abrasive blasting to ISO 8501-1 and reference shall be made to the contained photographic illustrations to ensure the specified standard is met. The grade of surface finish or deviances from this situation will be dictated in the relevant paint specification.

b.

In circumstances where abrasive blasting cannot be carried out, surface preparation shall be conducted by mechanical means to obtain a surface quality equivalent to St3 of ISO 8501-1 following ADMA-OPCO approval. Where an alternative paint system is required to suit such quality of surface preparation, relevant details will be provided by ADMA-OPCO, on request.




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6.2.3 Abrasive Materials

3 Rev.

a.

The Contractor shall carry out all the necessary tests, inspection and experimental trials to ensure that the abrasive materials fully meet the Manufacturer Specification and ADMA-OPCO requirements stipulated herein.

b.

If however, the abrasive materials supplied by the Contractor are unable to provide the specified surface quality and cleanliness, ADMA-OPCO will have the right to request direct removal/replacement of that batch of materials. All costs incurred shall be at the Contractor's expense.

c.

Abrasives for open or vacu-blasting shall be free from oil, grease, moisture, salts, rust and residual carbonaceous matter.

d.

Re-usable vacu-blasting abrasives (steel shots or grits) shall not be noticeably worn or dull when compared with fresh materials.

e.

Recycling of expendable abrasives is prohibited.

f.

The Contractor's technical submission shall include chemical analysis as well as Manufacturer Technical data sheets for all abrasive materials he intends to use.

g.

Aluminum silicate, aluminum oxides or garnet abrasive materials shall be used for surface preparation of stainless steel, nickel-base alloys, copper base alloys or any other high alloy steel. These abrasives shall be free from chlorides, carbonaceous matter, metallic zinc, metallic aluminum or any other low melting point metals.

h.

The use of copper slag abrasives is totally not permitted by ADMA-OPCO.

i.

The use of sand for blasting is not permitted unless otherwise specified (in writing) by ADMA-OPCO.

j.

Garnet is the approved abrasive media for blasting work offshore and onshore.

k.

If abrasive blasting is adopted using vacuum or centrifugal blasting machines a proper sized mixture of steel shots and grits shall be used to provide the standard of surface preparation specified. Under no circumstances shall the use of chilled iron abrasives or wire cuts be allowed.

l.

All abrasives shall be kept in a dry condition and bags not opened until actually required. If the Contractor proposes to use storage hoppers for grit, then ADMAOPCO reserve the right to witness the loading of the hoppers. Hopper shall be protected to prevent ingress of moisture, sea water contamination during transportation handling and storage.




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6.2.4

6.2.5

Abrasive Blasting Air Supply/Quality a.

The compressed air supply used for abrasive blasting shall be free from water and oil. Separators, filters and traps shall be provided/installed in the coolest part of the system. Separators and traps shall be regularly emptied to prevent carry over of water and oil.

b.

Air coolers of adequate capacity to handle the available air required for blasters must be considered as an integral part of the blasting equipment/process set-up.

c.

The pressure and volume of the compressed air supply for abrasive blasting shall meet the work requirement. However, the air pressure at the blasting nozzle shall not be lower than 90 psi.

d.

The nozzle pressure shall be measured by hypodermic air pressure gauge. Air compressors shall not be allowed to deliver air at a temperature in excess of 110o C (230o F).

e.

A minimum of 300 CFM shall be provisionally allowed for each blaster.

f.

All ADMA-OPCO painting Contractors are requested to make available air quality test kits to confirm compliance with BS 4275. Two suitable test kits are known to ADMA-OPCO namely, Dreiger Aerotest and Mine Safety Appliance (MSA). The air quality must be logged on the paint inspection daily report.

Abrasive Blasting Restrictions a. Abrasive blast cleaning shall not be conducted in open areas close to painting operations or wet coated surfaces.

Abrasive blasting is permitted only during day light hours unless otherwise specified by ADMA-OPCO. However, rough blasting may be allowed during the night or if the conditions in Clause 6.2.1.b of this Manual prevail, providing that:

b.

b.1 ADMA-OPCO approval is obtained. b.2 Adequate illumination is available. b.3. Subject surfaces will be lightly blasted if necessary to obtain the specified quality of surface preparation in daylight thereafter.

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6.2.6

6.2.7

Degree of Roughness (Surface Profile) a.

Surface profile shall be measured using surface replica (TESTEX) Press-O-Film technique.

b.

The required degree of surface roughness (profile) will be defined in the applicable paint specification.

Surface Preparation After Abrasive Blasting a.

Following abrasive blasting, prepared surfaces shall be rust, grit, dust, oil and moisture free prior to application of the specified primer.

b.

Removal of surface irregularities shall be completed before surface preparation and before paint application begins as per Clause 6.1.8 of this Manual.

c.

A dry abrasive blast cleaned surface shall be brushed with clean brushes, blownoff with compressed air (free from oil and water) or industrial vacuum cleaners to remove all traces of blast-cleaned products from the surface or from pockets and corners.

d.

Particular care shall be taken to prevent rusting and/or contamination of cleaned surfaces. The surface should be thoroughly dry before primer is applied.

e.

Primer shall be applied as soon as practical after blasting and before detrimental corrosion, visible re-rusting, and recontamination occurs or within 4 hours whichever is sooner.

f.

Before the application of any coating the prepared surface shall be checked for soluble salts contamination as per Clause 6.1.3. If prepared surfaces were found contaminated, high pressure fresh water wash at (3000 psi) is mandatory and shall be repeated until a constant soluble salt level is obtained. Following wash down, the steel surface should be reblasted to the specified surface quality stipulated in the applicable paint specification. No coating shall be applied until surface preparation is approved by the authorized ADMA-OPCO Site Representative. If the surface is polluted by airborne contamination, all affected area shall be cleaned in accordance with ADMA-OPCO requirements as soon as it is practical but not later than 3 days from the date such pollution took place and the remaining coats applied.

g.

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6.3

Surface Preparation by Chemical Methods (Acid-Pickling)

6.3.1

For factory prepared surfaces the Contractor/Manufacturer may offer chemical methods for surface preparation relevant to his standard painting system provided that this is accepted/approved in writing by ADMA-OPCO.

6.3.2

All such work shall confirm strictly to BS 7773.

6.4

Surface Preparation by Power and Manual Tool Cleaning

6.4.1

Manual cleaning using hand or power tool cleaning to remove mill scale, rust, dirts and loose paint is only acceptable for minor touch up unless otherwise specified/approved by ADMA-OPCO.

6.4.2 The standard of surface finish produced using such technique shall be strictly in accordance with ISO 8501-1. 6.4.3

7.

Power tool grinding wheels, rotary burrs, brushes etc. shall be maintained in a good condition. Replacement of these items shall be made at intervals to prevent burnishing of the steel surface. Vibration exposure from these tools should be within the American Conference of Government Industrial Hygienists (ACGIH) limits. Where anti-vibration gloves are required to meet these limits, the gloves should be in accordance with ISO 10819. Where there is the potential for these limit to be exceeded appropriate health surveillance should be carried out.

PAINTING MATERIALS AND APPLICATION REQUIREMENTS

3 Rev.

7.1

Painting Materials

7.1.1

Only the paint materials/products generally quoted in ADMA-OPCO Paint Specifications are to be used. Any deviation or change in any system or application shall be approved in writing by ADMA-OPCO.

7.1.2

Unless otherwise specified by ADMA-OPCO, all paints in any one particular system, whether shop or site applied, shall originate from the same paint Manufacturer .

7.1.3

All paints and coating materials shall be delivered to site in the Manufacturer s original containers, bearing the Manufacturer trade mark, batch number, product name and identification.




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7.1.4

A complete set of material safety, technical data and application for all painting products shall be submitted to ADMA-OPCO prior to the site delivery and commencement of work.

7.1.5

All painting materials in the Contractor's possession shall be available at any time to ADMA-OPCO for inspection or sampling.

7.1.6

All paints, thinners and solvents shall be stored according to Manufacturer storage instructions. Paint materials must be stored in a well ventilated area away from direct sunlight. Paint materials containers shall be free from any signs of external corrosion, dents and any other damage, which might affect the quality of contained materials.

7.1.7

7.1.8 Paint materials delivered to ADMA-OPCO or its appointed Contractors shall be a fresh product not older than 4 months from the date of manufacture. However, materials of shelf life 6 months or less shall not exceed 8 weeks from the date of manufacture when delivered to site. Any delivered materials, which does not confirm to the above shall be rejected and replaced by fresh products at no cost to ADMA-OPCO. 7.1.9

The Contractor shall furnish to ADMA-OPCO following contract award and prior to commencement of any work a letter from his elected Paint Manufacturer clearly stating that the supplied products are fully in compliance with the ADMAOPCO approved pre-qualification data sheets.

7.1.10 Any paint thinners or solvents used for cleaning purposes and of an organic nature shall not be disposed of openly. Used solvent and thinners shall be suitably containerized removed from site and either recovered in a suitable reprocessing plant or incinerated. 7.1.11 Used paint/thinner and its empty containers shall be disposed according to ADMA-OPCO Procedure HSE-310 for hazardous waste management. The contractor shall state his method of disposal in line with ADMA-OPCO waste management procedures.

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7.2

Mixing and Thinning

7.2.1

All paint components shall be thoroughly mixed before use in accordance with the Manufacturer ’s instruction.

7.2.2

Hand mixing of paints shall only be permitted for containers up to 5 liters. All larger containers shall be mixed by mechanical agitators and brought to a uniform consistency. Where pigment separation readily occurs, provision shall be made for continuous mixing during application.




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7.2.3

Two-pack paints shall be mixed in strict compliance with Manufacturer 's instructions including any necessary induction period. Partial mixing is strictly not allowed. The pot life of such paints shall be specifically noted and any mixed paint, which has exceeded its pot life, shall be discarded irrespective of its apparent condition.

7.2.4

Paint applied by brush shall not be thinned down without the approval of the ADMAOPCO Site Representative. In such cases thinners recommended by the coating Manufacturer only shall be used.

7.2.5

Hardeners, catalyst and thinners shall be strictly used in accordance with the paint Manufacturer 's instructions.

7.2.6

Any modification to paint materials on site is prohibited. This includes but not limited to pigmentation, adding solvents, tints etc.

7.3

Paint Application Restrictions

7.3.1

Painting shall not take place when any of the following conditions prevail: When it is raining. When heavy fog or mist is present. When relative humidity is greater than 85% and/or when the surface temperature cannot be maintained at least 3o C above the ambient dew point. d. When steel temperature is below 10o C. e. When the steel surface temperature is above 50o C. a. b. c.

7.3.2 Painting may be suspended at the discretion of the ADMA-OPCO Site Representative due to wind speed, wave height, or when adverse weather conditions are likely to develop before painting could be carried out, or for other reasons deemed inappropriate to proceed. 7.3.3 Applied coatings for Offshore and Das Island shall not be left without overcoating for a period more than 7 days or the maximum over coating time recommended by the paint Manufacturer whichever is shorter, except when Zinc Rich Epoxy and Micaceous Iron Oxide coatings are used only for offshore work. In such a case the applied coating may be left uncoated for a maximum period of 30 days provided that the maximum recommended/specified overcoating time by the paint Manufacturer is not exceeded and high pressure fresh water washing can be completed prior to the application of the subsequent coats. 7.3.4 If, for unpredictable/unavoidable reasons, the maximum overcoating periods stipulated in Clause 7.3.3 above are exceeded, the Contractor shall refer this to ADMA-OPCO to recommend a course of action.

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7.3.5 Under no circumstances shall zinc or aluminum in the form of paint pigments or metal spray be allowed to come into contact with stainless steel, nickel-based alloys or copper-based alloys. 7.3.6

Any paints or coatings used on stainless steel, nickel based alloys and copper based alloys shall be chloride free and also free of low melting point metals such as zinc, aluminum, tin and lead.

7.4

General Painting Requirements

7.4.1

The Contractor shall provide with his technical submission his recommended painting application procedure where they may deviate from ADMA-OPCO relevant Painting Manual or the Paint Manufacturer 's recommended practice of application for ADMAOPCO approval. It is also the responsibility of the Contractor to ascertain from the Paint Manufacturer the correct pressure, tip size etc. to be used for spray application and these requirements shall be carefully followed.

7.4.2

Particular care shall be taken to ensure that sharp edges, welds, irregular shaped structures, pipes and inaccessible areas are adequately coated to the full film thickness. To achieve this, sharp edges and welds shall be precoated (stripe coated) immediately prior to application of each coat of paint unless otherwise stated in the Paint Specification in Section 16 of this Manual or by the ADMA-OPCO Site Representative. NB

7.4.3

a.

Contact surfaces of structural steel members i.e. those jointed with friction connections using high strength bolts, shall be blast cleaned and primed only. No other paint will be permitted.

b.

Paint shall not be applied within 50 mm of edges prepared for field welds, except when a shop or prefabrication primer is applied. In these instances primers shall not contain any metallic pigments.

In areas where abrasive blasting cannot achieve the surface cleanliness called for by the assigned paint specification, spray or brush applied spot coats of an approved surface tolerant epoxy may be substituted for the primer. The use of surface tolerant epoxy shall only be used following prior approval in writing by ADMA-OPCO. The minimum Dry Film Thickness (DFT) of the applied surface tolerant epoxy shall be 125 microns. However, the use of the surface tolerant epoxy will not relieve the Contractor from blasting the subject spots to the best possible quality.

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7.4.4 Over-coating intervals between each coat of paint shall comply with Manufacturer 's recommendations and shall generally be kept to the absolute minimum in order to prevent surface contamination between coats. 7.4.5

Zinc silicate primers shall be sealed with a tie coat as soon as practical after complete curing has taken place to avoid salt or chemical contamination.

7.4.6

A holding or temporary protective primer may be used to facilitate shop or site handling procedures. Such primers shall in no way replace the function or part of the film thickness of the priming coat originally quoted in the applicable paint specification.

7.4.7

The methods of paint application shall be selected to ensure that the paint is applied in a uniform manner to the prescribed film thickness. All finished paintworks shall be free from overspray pinholes, runs, sags, thin spots, inclusions, blemishes and any other evidence of poor workmanship.

7.4.8

In all instances where multiple applications of coatings are specified each coat of paint shall be of a contrasting colour so that each stage of the work can be readily identified and film thickness determined accordingly.

7.4.9

Painting of small bore pipework DN 75 (3") NPS and smaller should be applied by brush or pipe roller.

7.4.10 The Contractor shall ensure that all finished painting/lining work is not defaced by other works being carried out in the immediate vicinity such as grinding, welding, blast cleaning and spray painting.

Where such defacement/damage occurs, the Contractor shall repair all defects at no additional cost to ADMA-OPCO as per Subsection 7.6 of this Manual before leaving the work locations or during a period agreed with the ADMA-OPCO Site Representative. 7.4.11 For vessel or tank lining works, the Contractor shall ensure that the climatically and environmental conditions for coating application are strictly in compliance with the requirements of Clause 7.3.1 by use of fans, extractors, humidity control apparatus etc. Forced air circulation must be used to assist uniform coating curing in all tank and vessel lining works.

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7.5

Contamination

7.5.1

Where surface contamination occurs either prior to blasting, after blasting or during painting (see also Clauses 6.2.7.f & 6.2.7.g), this shall be completely removed, by washing with 5% Biprox detergent solution or equivalent followed by fresh water washing. Washing with a demulsifying agent followed by detergent solution and fresh water may be necessary in cases of heavy oil contamination over the treated surface. All cleaning solutions shall be completely flushed from the treated surfaces as soon as practical before application of the next coat of paint.

7.5.2

The contamination removal process shall not be injurious to the applied coating system. If however, this process is found injurious to the coating system, ADMAOPCO may request surface re-preparation strictly in accordance with the applied paint specification.

7.5.3

Removal of contamination shall be to the full satisfaction of the ADMA-OPCO Site Representative.

7.5.4

Following contamination removal the remaining coats of paint shall be applied as soon as practical. If the maximum recommended overcoating times have elapsed, the Contractor shall strictly comply with the jointly agreed remedial course of action.

7.6.

Repair to Damaged Coatings

7.6.1

The provisions of section(s) 4, 5, 6 & 7 and their sub-sections shall apply.

7.6.2 Areas subjected to severe damage or field welds shall be prepared and painted in accordance with the original specification used for the surrounding paintworks unless otherwise dictated by ADMA-OPCO. 7.6.3 Areas subjected to surface damage not exposing the primer shall be washed with a 5% Biprox detergent solution or equivalent, rinsed with fresh water and abraded to a firm edge and chamfered. The exposed area shall be painted with the appropriate mid coats and finishing coat to restore the damaged area to the film thickness specified in the applicable paint specification. 7.6.4

3 Rev.

All areas subjected to damage, exposing the primer or metal surface together with field welds shall be repaired by cleaning down adjacent sound paintwork (as per Clause 7.6.3 above), exposed surfaces prepared (as defined in the Manual or as agreed by ADMA-OPCO) and the full paint system applied to the original specification.




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7.6.5

To achieve a sound firmly adherent applied paint system for the repaired areas, all repair work and field weld painting, surface preparation and painting shall extend a minimum of 25 mm onto surrounding paintwork. All such work shall achieve a high standard of decorative finish blending in with the surrounding area.

7.6.6 Any necessary repair or remedial work required and caused by handling or negligence of the Contractor or his Sub-Contractor shall be repaired at the Contractor's expense and strictly in accordance with the agreed ADMA -OPCO Paint Specification in Section 16 of this Manual and practices above. 8.

PAINTING OFF-SITE 8.1

Election to Paint Off-site

Some or all of the preparation/painting may be carried out at locations other than site, subject to ADMA-OPCO approval. 8.2

Completely Fabricated Items

8.2.1 Full preparation/painting may be done prior to transportation to site. This shall be subject to planned inspection and any 'hold points' for such inspection shall be agreed with ADMA-OPCO. 8.2.2

Protection/packing for transport to site shall be provided by the Contractor.

8.2.3

Care in handling and installation shall be taken to minimize paint damage.

8.2.4

Any paint damage noted once installed at the operating site, it shall be repaired by the Contractor to the satisfaction of ADMA-OPCO Site Representative either on arrival or after installation as agreed with ADMA-OPCO.

8.3

Partial or Non-fabricated Items

8.3.1

May be prepared/primed and further coated prior to transportation to site with the approval of ADMA-OPCO.

8.3.2 Such painting shall have sufficient durability to withstand the construction period on the site before further painting takes place. 8.3.3

3 Rev.

Any additional surface preparation necessary before site painting plus rectification of damage incurred during installation shall be carried out by the Contractor at no cost to ADMA-OPCO.




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9.

INSPECTION

3 Rev.

9.1

Contractors Responsibility

9.1.1

The Contractor shall be responsible for appointing his own QA Officer to carry out his own paint inspection on a continuous basis and provide daily written reports to the ADMA-OPCO Site Representative. The Contractor QA Officer shall ensure the full compliance of his workforce with his QA/QC plan and the good coating practices. Details of the qualification of such person shall be submitted to ADMA-OPCO for approval during the tender stage.

9.1.2

The Contractor shall provide facilities as necessary for the ADMA-OPCO Site Representative to carry out his duties. The presence of the ADMA-OPCO Site Representative shall in no way relieve the Contractor from his responsibility to conduct his own quality control and inspection procedures or any other duties.

9.1.3

The Contractor shall make available/ready for inspection by the ADMA-OPCO Site Representative at any time, the blasting, painting and quality control inspection equipment and tools being used to undertake his duties.

9.1.4

The minimum standards of reporting given in Appendix- A of this Manual shall apply throughout the conduct of paint work and shall be reported daily by the Contractor in writing to ADMA-OPCO Site Representative.

9.1.5

The Contractor is responsible for ensuring that the correct paint materials are obtained and applied such that work is performed to the standards of quality required by this Manual

9.2

ADMA-OPCO Site Representative Responsibilities

9.2.1

Irrespective of any inspection carried out by the Contractor, the ADMA-OPCO Site Representative shall carry out his own inspection to ensure that the work is carried out in compliance with this Manual and the relevant Paint Specifications and any other supplementary documents.

9.2.2

The ADMA-OPCO Site Representative has the right to ask for rectification and/or to stop work if it is considered not to be in accordance with this Manual, relevant Paint Specification, ADMA-OPCO Safety Regulations and any other relevant documents.




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9.2.3 It is the responsibility of ADMA-OPCO Site Representative to ensure that all the blasting/painting equipment required to complete the Scope of Work and agreed on during the bidding stage are delivered to site. Also he shall ensure that all necessary QA/QC tools and equipments are available.

10.

9.2.4

The ADMA-OPCO Site Representative can at his discretion request the Contractor to replace, calibrate, repair or prevent use of any equipment or tool, if it does not conform to ADMA-OPCO standing requirements in force at this time.

9.2.5

It is the sole responsibility of the ADMA-OPCO Site Representative to ensure completion of the Contractor's own daily quality inspection reports in strict compliance to this Manual. Prior to commencement of a new day's works the previous days daily inspection reports shall be completed, signed and passed to the ADMA-OPCO. The Inspectors daily inspection records and reports shall include but not limited to the requirements laid down in Appendix - A of this Manual

TESTING 10.1

Dry Film Thickness

10.1.1 All routine Dry Film Thickness (DFT) measurements shall be recorded using any electro-magnetic resistance or eddy current principle film gauges. Contractors Dry Film Thickness Gauges required for final joint inspection shall be similar to ADMAOPCO Standard Instrument i.e. Elcometer 300 or 256 provided with printout facilities. Instruments shall be calibrated at least twice daily. 10.1.2 The total dry film thickness of a completed paint system shall be as specified in ADMA-OPCO relevant Paint Specification in Section 16 of this Manual which quote the minimum dry film thickness of the completed coating system. For each individual coat the dry film thickness shall not be less than the value specified in the application Paint Specification. 10.1.3 Where the quality of film is impaired by excess paint thickness e.g. wrinkling, mud cracking or general softness etc. the Contractor shall remove the impaired coating at no additional cost to ADMA-OPCO. The surface shall be re-prepared and subsequent coats of paint applied as per the original specification requirement. Additionally the maximum dry film thicknesses should not exceed the specified total dry film thickness by more than 30% unless otherwise specified in the applicable Painting Specification.

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10.2

Holiday Detection

Continuity of tank and vessel linings and coatings shall conform to NACE RP 01 88. The holiday tester shall be set at a voltage value exactly as described in the relevant paint specification. As a general rule, the holiday tester should be set to provide a minimum of 4 volts per micron of the minimum specified coating thickness. 10.3

Pull off Test

ADMA-OPCO shall retain the right to request, and or conduct, destructive adhesion testing i.e. cross hatch or pull-off tests as and where it is considered necessary. Cross – cut test according to ISO 2409 & Pull-off test according to ISO 4624 10.4

Salt Contamination Tests

Salt contamination tests shall be carried out on blasted steel and/or painted surfaces prior to the application of any further coating in accordance with ISO 8502-6 & ISO 8502-9 and ISO TR 8502-1. 10.4.1 Chloride level test on washed surfaces using Salt Contamination Meter as detailed in Clause 6.1.3 of this Manual. 11.

SAMPLE TEST PANELS

The sample plates shall be prepared out of material/production batches scheduled to be delivered to ADMA-OPCO to affect the subject contract. The Contractor shall prepare and coat 60 cm x 60 cm x 2 mm test sample plates with each coating system specified in the Scope of Work and in accordance with the applicable ADMA-OPCO Paint Specification. The applied paint sample plate, shall be staggered to expose each coat of the applied system. This shall take place at least 7 days prior to comment of any blasting/painting work and shall be witnessed by ADMA-OPCO. The sample test plates will be used by ADMA-OPCO to ensure that all the required physical properties of the specified system are attained. 12.

PRE-START MEETING

A pre-start meeting shall be held in ADMA-OPCO at least two week prior to commencement of the work to discuss work plans and quality aspects. This shall include attendance by the Contractor's Operation Manager, Site Supervisor, Contractor nominated QA/QC officer, and HSE officer of the coating Manufacturer together with ADMA-OPCO Representatives.

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13.

COLOUR CODING OF PLANTS AND STRUCTURES SCHEME

ADMA-OPCO has established a background coding scheme for its offshore and onshore operating facilities. This scheme unifies the finish colour of similar structures or differentiate between a group of operating facilities from another depending upon its field origin. Unlike colour identification of pipework and services as detailed in Section 14 of this Manual, this colour coding does not identify a particular service. The colours specified hereinafter shall be used as an overall finish on the external surfaces of the relevant plant, pipework or structure related to field origin noted below following the application of Protection Coating as above mentioned: 13.1

Colour Coding Of Plants -Das Island Background Colours

Ser No. a. b. c. d. e. f. g.

Plant Umm Shaif Facilities Zakum Facilities Bunduq Facilities Shared Facilities Zirku Gas Facilities Tidal Zone Facilities Buried Facilities

Colour Green Blue Light Blue Ivory Black Black Black

Colour Coding 14 E 51 16 C 33 20 E 51 10 C 31 00 E 53 00 E 53 00 E 53

N.B

Shared facilities shall be defined as an item of plant, or facilities, etc. that is not designated to one specific field origin.

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13.2 13.2.1

Colour Coding Of Offshore Structures Background Colour Super complex Structure

Super Complex Structures shall be colour finished as follows, refer to table below:-

a.

Ser No.

Super Complex Structure Submerged Zone Seabed upto 1 Meter Below the Mean Sea Level Splash Zone (1 Meter Below MSL upto + 5 Meters) Intermediate Zone (+ 5 Meters above MSL upto Main Deck Underside) Topside Zone (Main Deck Underside and above)

a.1 a.2 a.3 a.4

b.1 b.2 b.3

00 E 53

Black

00 E 53

Red

04 E 53

Ivory

10 C 31

Piping, fittings, valves and supports (other than fire water and halon). Vessels, exchangers, tanks and equipment. Handrails, ladders stanchions and insulation.

Wellhead Tower Structure shall be colour finished as follows, refer to table below:

Ser No.

Wellhead Tower Structure Submerged Zone, Seabed upto (1 Meter below the Mean Sea Level) Splash Zone (1 Meter below MSL upto +5 Meters) Topside Zone, All Surfaces (above Splash Zone to the top of the Structure) Pipework, Valves, Vessels, Tanks & Risers

a.1 a.2 a.3 a.4

Colour

Colour Coding

Black

00 E 53

Black

00 E 53

Red

04 E 53

Grey

10 A 07

Ladders, handrails, ladders stanchions shall be finished in the same Colour of the zone, they are located within its boundaries.

b.

Rev.

Black

Wellhead Towers Structure a.

3

Colour Coding

The following equipment, vessel, services etc. shall be finished in the same colour codes of the zone they are located within its boundaries.

b.

13.2.2

Colour




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13.3

Colour Coding of General Items

The following items shall be finished in the specified unified Colours below wherever they are located within ADMA-OPCO owned facilities. Ser No. a. b. c. d. e. f. g. h. i. j.

Pumps, Compressors Generators & Drivers Instrument & Elect. Equipment Dangerous Exposed Points of Elect. Equipment Dangerous Exposed Points of Machinery Equipment First Aid Equipment Overhead & Ground Level Obstructions Crane Booms & Derricks

r. s. t.

10 A 03

Blue

18 E 53

Orange

06 E 51

Green

14 C 39 10 E 55 00 E 53 04 E 53, 00 E 55

Yellow & Black Stripes Red &

Push Buttons, Machinery Controls, Shutdown Buttons Chain Hoists, Guards, Coupling etc. Gratings Valve Handles Escape Route Marking

Safety Net Supports Fire Fighting Facilities Navigation Aid Solid Decks (Excluding Gratings) Solid Decks (Muster Area)

p.

q.

Light Grey

Colour

k. l m. n. o.

Light Grey

Colour Coding 10 A 03

Facilities

Solid Decks (Lay down Area) Control Panels (Elect. & Inst.) Control & Process Rooms/Cabins Helideck Marking

White Stripes Yellow

10 E 55

Black Black Yellow With Black Directional Arrows at 5 Meter Intervals& at Changes of Directions. Red Red Grey Green Yellow 300 mm Wide Bands Yellow within Boundary- 30 mm Wide Chevrons Intl. Orange 300 mm Wide Boundary Band Light Grey Light Grey Refer to ADMA- OPCO PSN 280

00 E 53 00 E 53 10 E 55 00 E 53 04 E 53 04 E 53 10 A 07 14 E 53 10 E 55

06 E 55 10 A 03 10 A 03

N.B

Grey and yellow Colour shades may be employed for aesthetic appeal to decorated control and process rooms/cabins e.g. skirting, doors, frames, walls and floors. 3 Rev.




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14.

COLOUR IDENTIFICATION OF PIPEWORK AND SERVICES

All known pipework conveying fluids in liquid and/or gaseous states are covered by this Manual. Pipelines in services which are not covered by this scheme and required to be Colour identified shall be referred to the authorized ADMA-OPCO group to advise appropriate Colour identification. 14.1

Colour Identification Scheme Philosophy

14.1.1

As there are a limited number of Colours readily distinguishable under all conditions of lighting and aging. This Manual has considered an identification scheme which consists of more than one Colour in defining any particular service.

14.1.2 Commodity having properties in common are grouped under one basic Colour, e.g. oil, water, gas, chemicals refer to tables below: Basic Identification Colours and Group of Fluids

3 Rev.

Group of Fluid

Colour

Steam Water Crude Oil Petroleum Gases Kerosine, Diesel Oil, Jet Fuel etc. Instrument and Industrial Air, Nitrogen, Oxygen, Halon & Vacuum Chemicals Acid and Alkali Fire Protection Vents, Drains & Slops

Silver Grey Green Brown Yellow Ochre Black

Colour Coding as per BS 4800 10 A 03 12 D 45 06 C 39 08 C 35 00 E 53

Light Blue

20 E 51

Orange Violet Red Light green

06 E 51 22 D 43 04 E 53 12E53




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Table: Additional Identification Colours Group of Fluid Assigned only as Secondary Colour Assigned only as Secondary Colour Assigned only as Secondary Colour Contrast Band Assigned only as Secondary Colour

Colour Red Purple White Yellow Aluminum Blue

Colour Coding 02 D 44 00 E 55 10 E 53

18E 53

14.1.3 Individual characteristics of different services within the common group are distinguished by a secondary Colour. 14.1.4 Any pipework originally painted (background Colour coded) along its entire length with one of the basic Colours, an aluminum contrast band shall be used as an additional outer most Colour to distinguish between the decorative Colour and the basic Colour identification of this particular pipework. 14.2

Application of the Pipeline Identification Colours

14.2.1 Colour Identification Band Lay-out

The Colour identifying all pipeline contents within ADMA-OPCO facilities are listed in Appendix- B. The Colour coding shall consist of three bands, the outside Colour bands shall be the basic identification Colour for a particular family of commodity, and the central band shall represent the secondary Colour allocated for characterizing further the type of fluid within this major family or group (See Appendix-C Fig. 1) 14.2.2 Contrasting Bands

The protective or background Colour code of the pipe shall not account for the basic identification Colours. If the decorative Colour interacts with the basic Colour, a strip of aluminum band (50 mm) wide shall be applied at the outer edges of the basic Colours (See Appendix- C Fig. 2). 14.2.3 Surface Preparation

Prior to the application of Colour identification bands, directional flow arrows, contrasting band and line numbers, all surfaces must be degreased, detergent washed with 5% biprox or equivalent, high pressure fresh water washed and allowed to dry. Section 6 of this Manual shall be followed to satisfy the preliminary work requirements. It may be necessary to slightly abrade the surface using fire emery paper prior to the application of the identification Colours.

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14.2.4 Marking Lines in Close Proximity

In instances where a run of multiple lines exist e.g. pipe racks or major pipe supports, the Colour identification, flow direction arrows and line numbers shall be positioned directly in line with one another on individual pipes and shall be easily visible. 14.2.5 Safety Related Pipework

Pipework related to safety, such as fire protection, firewater, foam piping, etc. when specified for Colour coding should be entirely coated from origin to all extremities in Red (04 E 53). 14.3

Materials

The application of the Colour identification shall be employed using approved Polyurethane paint applied over a contrasting high build undercoat matching British Colour Standard BS 4800. The former materials shall be chosen from ADMAOPCO Approved Paint products. Band width shall be as follows:

Pipe Diameter

Basic Colour Band

Secondary Colour Band

Less than or equal to 6"

75 mm

50 mm

Above 6" to 14"

100 mm

75 mm

Above 14"

150 mm

100 mm

14.4

Location of Colour Identification

Colour coding should be applied to the pipe as follows: 14.4.1 On all sides of and adjacent to valves, and other important fittings. 14.4.2

Where pipes enter and emerge from walls, roads and walkway overpasses.

14.4.3 Upstream and downstream lines from vessels, tanks, compressors, pumps and other major equipment. 14.4.4 At uniform intervals not exceeding 20 meters along horizontal or vertical section of pipework.

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14.5

Additional Details

14.5.1 Direction of Flow

The flow direction shall be shown on all pipelines in conjunction with the Colour identification. This shall be indicated by an arrow stenciled on the line. The base of the arrow should be situated 400 mm away from the Colour identification and in the most visible position. (See Appendix- C Fig. 3). All markers should be positioned such that they are visibly pleasing. 14.5.2 Line Number

All lines 2" NPS and larger shall be marked/identified with the line number by stenciling. Line number shall be applied at the start and end of the line (minimum requirement) and at intervals as defined in Subsection 5.4 (See Appendix - C Fig. 3) 14.5.3 Works Identification Number (WIN)

All equipment vessels, tanks, rotating machinery and any other plant equipment which is assigned a WIN/UTC number must show this number stencilled, in the most visible position. 14.5.4 Size of Lettering and Numerals

Lettering and numeral height shall be equivalent to half pipe diameter with a minimum of 2" and a maximum of 6" .

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15.

MANUFACTURER ' S SUPPORT

The Paint Materials Manufacturer 's Technical Representative is required to give appropriate support to the coating application Contractor as follows:

16.

15.1

At the pre-start meeting.

15.2

Be on site at the start of application and during the preparation of the sample panels.

15.3

Provide technical assistance in case of any problems with his material and its application.

PAINT SPECIFICATIONS NUMBERS

Unless otherwise stated, all ADMA-OPCO contracted paintworks shall conform to this Manual and to the selected relevant Paint Specification Number for each application. The Paint Specification Numbers (PSNs) allocated to various applications are detailed hereinafter.

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PAINTING SPECIFICATION NUMBERS PSN 100 SERIES

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PSN 110:

110.1

Das Island external steel surfaces at operating temperature below 120 °C including structural steel, plants, tanks, vessels, pipework etc.

SCOPE

Das Island external steel surfaces at operating temperature below 120°C including structural steel, plants, tanks, vessels, pipework etc. Applies also to all Manufacturer s supplies for Das Island 110.2

COVERAGE

This specification covers ADMA-OPCO minimum requirements for abrasive blasting and paint application of Epoxy/Polyurethane system on all external steel surfaces of plant, tanks, vessels, pipe work and fittings, hand rails, ladders, etc. operated at temperature below 120° C. 110.3

GENERAL APPLICABLE CODE

Section 6 & 7 of this Manual for surface preparation and Protective Coatings - shall apply to all paint application works. 110.4

SURFACE PREPARATION

110.4.1 Preliminary Works

All surfaces must be degreased, detergent washed with 5% biprox or equivalent, high pressure (3000 PSI minimum) fresh water washed and allowed to dry. Subsection 6.1 of this Manual shall be followed to satisfy the preliminary work requirements. 110.4.2 Degree of Cleanliness

Sa 2 ½ to ISO 8501-1. 110.4.3 Blasting Profile Reading

45 microns (min) 55 microns (max) 110.4.4 Contamination

Before the application of any coating the prepared surface shall be checked for soluble salts contamination. If salt contamination is found high pressure fresh water wash (3000 psi minimum) is mandatory and shall be repeated until a constant soluble salt level is obtained. Following wash down the steel surface should be reblasted as explained above. No coating shall be applied until surface preparation is approved by the authorized ADMA-OPCO site representative. Generally surfaces shall be checked/treated as per Subsection 7.5 of this Manual.

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110.5

PAINT APPLICATION

110.5.1 Coating Sequence a.

Apply by conventional or airless spray technique one full coat of epoxy polyamide zinc phosphate primer to a minimum dry film thickness of 60 microns.

b.

Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts and any other areas which are not accessible by spray application with one coat brush applied polyamide epoxy zinc phosphate primer.

c.

Apply by airless spray technique one full coat of micaceous iron oxide polyamide epoxy to a minimum dry film thickness of 100 microns.

d.

Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts, and any other areas which are not accessible by spray application with one coat brush applied micaceous iron oxide polyamide epoxy.

e.

Apply by airless spray technique one full coat of high build polyamide epoxy to a minimum dry film thickness of 100 microns.

f.

Apply by airless spray technique one full coat of polyurethane to a minimum dry film thickness of 50 microns.

g.

When each coat is dry and before the application of the following coats, the whole surface shall be washed down with a high pressure fresh water. It shall be ensured that following wash down the surface soluble salt contamination is kept at absolute minimum as per the requirements of Clause 6.1.3 of this Manual.

h.

An extra stripe coat over the areas noted in Clause 110.5.1(b) may be required between any coats at the discretion of ADMA-OPCO.

i.

Application of each coat shall be approved and surface cleanliness confirmed by the authorized ADMA-OPCO Site Representative before the next coat is applied.

N.B

A maximum overcoating time of 7 days shall apply to all paint works. 110.5.2 Total Dry Film Thickness (T.D.F.T.)

Total dry film thickness shall be 310 microns. For each individual coating the dry film thickness shall not be less than specified. 110.6

INSPECTION

In accordance with section 9 of this Manual.

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110.7

APPROVED PAINT PRODUCTS

See Table 110 of this PSN. TABLE 110

Product Manufacturer

Zinc Phosphate Epoxy

Ameron

Amercoat 182 ZPHB

Berger

Epilux 160

Carboline Hempel International

Carboguard E19 Hempadur 15300 Interguard 242

Jotun

Penguard ZP AO

Leigh’s

Epigrip L 425 T

Sigma Sipco

3 Rev.

Epoxy MIO

HB Epoxy

Acrylic Polyurethane

Amercoat 383 HS (MIO) 80

Amercoat 385

Amercoat 450S

Epilux 218 HS

Luxathane 5160

Epilux 58 MIO Carboguard 190 HB MIO Hempadur 45670 MIO Interguard 452 HB MIO Penguard Midcoat MIO 80 Epigrip K 267 T

Sigmarite Primer ZP Sipco Primer SA 1230

Sigmarite Sealer Sipco MIO HB SA 1238

Carboguard 190 HB Hempadur Mastic 45881 Interguard 475HS

Carbothane 134 Hempathane 55210 Interthane 990

Surface Tolerant Epoxy

Amerlock 400 (AL) Epimastic 5100 (AL) Carbomastic 90(AL) Hempadur 45881 (AL) Interseal 670 HS (AL)

Penguard Midcoat

Hardtop AS

Jotamastic 87 AL

Epigrip L 653 T

Resistex M 137 T

Epigrip M294 T (AL)

Sigma Cover CM Coating Devran 224 HS

Sigmadur DB Devthane 369 UV

Sigma Colour Aluprimer Bar-Rust 235 AL




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PSN 120 :

120.1

All external steel surface of Crude Oil Storage (COS) tank roofs.

SCOPE

All external steel surfaces of Crude Oil Storage (COS) tank roofs. 120.2

COVERAGE

This specification covers ADMA-OPCO minimum requirements for abrasive blasting and paint application of Polyamide Epoxy System on all external steel surfaces of crude oil storage tanks floating roofs including roof plates, pontoon decks, vents, hand rails, rolling ladder, ladder track, foam damp, the curb angle and the upper 1 meter of the internal shell surface. 120.3



SURFACE PREPARATION


All surfaces must be degreased, detergent washed with 5% biprox or equivalent, high pressure (3000 Psi minimum) fresh water washed and allowed to dry. Subsection 6.1 of this Manual shall be followed to satisfy the preliminary work requirements. 120.4.2 Degree of Cleanliness




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120.5

PAINT APPLICATION


Apply by conventional or airless spray technique one full coat of fast drying epoxy primer to a minimum dry film thickness of 40 microns.

b.

Stripe coat all sharp edges of I sections, angle sections welds, bolts, nuts and any to her areas which are not accessible by spray application with one coat brush applied epoxy primer.

c.

Apply by airless spray technique one full coat of surface tolerant high build polyamide epoxy, to a minimum dry film thickness of 150 micron.

d.

Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts, and any other areas which are not accessibly spray application with one coat brush applied surface tolerant high build oxide polyamide epoxy.

e.

Apply by airless spray technique second coat of surface tolerant high build polyamide epoxy to a minimum dry film thickness of 150 micron.

f.

When each coat is dry and before the application of the following coats, the whole surface shall be washed down with high-pressure fresh water. It shall be ensured that following wash down the surface soluble salt contamination is kept at absolute minimum as per the requirements of Clause 6.1.3 of this Manual.

g.

Application of each coat shall be approved and surface cleanliness confirmed by the authorized ADMA-OPCO Site Representative before the net coat is applied.

120.5.2 Total Dry Film Thickness (T.D.F.T)

Total dry film thickness shall be 340 microns. For each individual coating the dry film thickness shall not be less than specified. N.B

A maximum overcoating time of 7 days shall apply to all paint works. 120.6

INSPECTION

In accordance with Section 9 of this Manual. 120.7


See Table 120 of this PSN.

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TABLE 120

Manufacturer

Product

Ameron

Jotun

3 Rev.

Epoxy Primer

Surface Tolerant Epoxy 1st coat

Surface Tolerant Epoxy 2nd coat

Amercoat 71

Amerlock 400 AL

Amerlock 400 C (Light grey or off-white)

Penguard Primer

Jotamastic 87 Aluminium

Jotamastic 87 (Light grey or off-white)




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PSN 140: Crude Oil Storage (COS) tanks roof (underside plates, trusses and landing

140.1

SCOPE

Crude Oil Storage (COS) tank roofs (underside plates, trusses and landing leg sleeves). 140.2

COVERAGE

This specification covers ADMA-OPCO minimum requirements for abrasive blasting and paint application of one coat of a surface tolerant epoxy (off-white in Colour)to tank roof underside plates, trusses and landing leg sleeves prior to hydrostatic testing 140.3



SURFACE PREPARATION



Sa 2 to ISO 8501-1. 140.4.3 Contamination


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140.5

PAINT APPLICATION

140.5.1 Coating Sequence

Apply by conventional or airless spray technique one full coat of an approved surface tolerant epoxy to a minimum dry film thickness of 100 microns. 140.5.2 Total Dry Film Thickness (T.D.F.T)

Total dry film thickness shall be 100 microns. 140.6

INSPECTION

In accordance with section 9 of this Manual. 140.7



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TABLE 140

Product

Manufacturer

3 Rev.


Ameron

Amerlock 400 C (Light grey or off-white)

Jotun

Jotamastic 87 (Light grey or off-white)




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PSN 220:

220.1.

All offshore external steel surfaces at operating temperature below 120 oC within the area from +5 meter above the mean sea level to the top of the structure.

SCOPE

All offshore external steel surfaces at operating temperature below 120°C within the area from +5 metre above the mean sea level to the top of the structure. Applies to all Manufacturer supplies for offshore structures. 220.2

COVERAGE

This specification covers ADMA-OPCO minimum requirements for abrasive blasting and paint application of Epoxy/Polyurethane system to all offshore external steel surfaces within the area from +5 meters above the mean sea level to the top level of all structures including platforms, risers, walkways, structural steel, pipework, supports, all plant and equipment. 220.3



SURFACE PREPARATION





Before the application of any coating the prepared surface shall be checked for soluble salts contamination. If salt contamination is found high pressure fresh water wash (3000 psi minimum) is mandatory and shall be repeated until a constant soluble salt level is obtained. Following wash down the steel surface should be reblasted as explained above. No coating shall be applied until surface preparation is approved by the authorized ADMA-OPCO site representative. Generally surfaces shall be checked/treated as per Subsection 7.5 of this Manual. 3 Rev.




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220.5.

PAINT APPLICATION


Apply by conventional or airless spray technique with continuous agitation by mechanical means one full coat of zinc rich epoxy primer to a dry film thickness of 50 microns.

b.

Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts and any other areas which are not accessible by spray application with one coat brush applied zinc rich epoxy primer.

c.

Apply by airless spray technique one full coat of epoxy polyamide micaceous iron oxide to a minimum dry film thickness of 100 microns.

d.

Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts, and any other areas which are not accessible by spray application with one coat brush applied epoxy polyamide micaceous iron oxide.

e.

Apply by airless spray technique one full coat of epoxy polyamide micaceous iron oxide to a minimum dry film thickness of 100 microns.

f.


g.


h.

An extra stripe coat over the areas noted in Clause 5.1.2 may be required between any coats at the discretion of ADMA-OPCO.

i.


k.

Total Dry Film Thickness (T.D.F.T)

Total dry film thickness shall be 300 microns. For each individual coating the dry film thickness shall not be less than specified. General Note

Neoprene, Monel sheathing, high alloyed metals and cladded surfaces are excluded from the scope of work covered by this specification.

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220.6.

INSPECTION

In accordance with section 9 of this Manual. 220.7.


See Table

of this PSN.220.

TABLE 220


Zinc Rich Epoxy


Epoxy MIO


Ameron

Amercoat 68BS


Amercoat 450S

Amerlock 400 (AL)

Berger

Zincanode 690

Epilux 58 MIO

Luxathane 5160

Epimastic 5100 (AL)

Carboline

Carbozinc 860

Carboguard 190 HB MIO

Carbothane 134

Carbomastic 90 (AL)

Hempel

Hempadur Zinc 15350

Hempadur 45670 MIO

Hempathane 55210

Hempadur 45881 (AL)

Interzinc 72

Interguard 452 HB MIO

Interthane 990

Interseal 670 HS (AL)

Barrier 90

Penguard midcoat MIO 80

Hardtop AS

Jotamastic 87 AL

Epigrip K267 T

Resistex M 137 T

Epigrip M294T

International

Jotun

3 Rev.

Leigh’s

Epigrip M984

Sigma

Sigmarite Zinc Primer

Sigmarite Sealer

Sigmadur Gloss

Sigma Cover Aluprimer

Sipco

Sipco Primer SA 1205

Sipco MIO HB SA 1238

Devthane 369 UV

Bar-Rust 235 AL




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PSN 230: Antifoulant system for submerged zone of offshore structures. 230.1

SCOPE

Antifoulant system for submerged zone of offshore structures. 230.2

COVERAGE

This specification covers ADMA-OPCO minimum requirements for abrasive blasting and paint application of Antifouling matrix over an anti-corrosive system to be used on offshore submerged steel surfaces. 230.3



SURFACE PREPARATION






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230.5 PAINT APPLICATION 230.5.1

3 Rev.

Coating Sequence

a.

Apply by conventional or airless spray one full coat of epoxy polyamide iron red oxide/zinc phosphate primer to a dry film thickness of 50 microns.

b.

Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts and any other areas which are not accessible by spray application with one coat brush applied epoxy polyamide iron red oxide/zinc phosphate.

c.

Apply by airless spray technique one full coat of high build Epoxy (AL) to a minimum dry film thickness of 150 microns.

d.

Stripe coat all sharp edges of I sections, angle section, welds, bolts, nuts and any other areas which are not accessible by spray application with one coat brush applied high build coal tar epoxy.

e.

Apply by airless spray technique one full coat of high build Epoxy to a minimum dry film thickness of 150 microns.

f.

If recommended by the paint Manufacturer apply by airless spray one full tie coat to a minimum dry film thickness of 75 microns.

g.

Apply by airless spray technique one full coat of Antifoulant to a minimum dry film thickness of 75 microns.

h.

Apply by airless spray technique second full coat of Antifoulant to a minimum dry film thickness of 75 microns.

i.


k.

An extra stripe coat over the areas noted in Clause 230.5.1(b) may be required between any coats at the option of ADMA-OPCO.

j.

Application of each coat shall be approved and surface cleanliness confirmed by the authorized ADMA-OPCO Site Representative before the next coat is applied




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Total dry film thickness shall be 575 microns when a tie coat is used and 500 microns otherwise. For each individual coating the dry film thickness shall not be less than specified. General Notes

230.6

a.

The contractor should take advantage of optimum condition, low tide and calm sea for the surface preparation and the paint application of areas below the mean sea level.

b.

Application shall note that some Paint Manufacturer s recommend that the tie-coat or the Antifoulant coat should be applied into the corrosion protection coat i.e. coal tar epoxy while tacky. Manufacturer recommendation in this regard shall be strictly observed.

INSPECTION




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TABLE 230

Manufacturer

Product Epoxy Primer

Anticorrosive

Tie coat

Amercoat 71

Amerlock 400C

Hempel

Hempadur 15300

Hempadur Mastic 45881

Hempadur 45182

Hemples Antifouling Olympic 86950

International

Intergard 269

Intershield 300

Intergard 263

Interspeed 340

Jotun

Pengard Primer

Primastic Universal (Aluminium Red)

Safeguard Universal

Sea Quantrum Ultra

Leigh’s

Epigrip C400T

Epigrip C400T

Resistex M 535

Envoy TF 500

Ameron

3 Rev.

----

Antifouling

Ameron ABC




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PSN 250:

250.1

Solid decks, helicopter landing decks and walkways etc.

SCOPE

Solid decks, helicopter landing decks and walkways etc. 250.2

COVERAGE

This specification covers ADMA-OPCO minimum requirements for abrasive blasting and paint application of an Epoxy/Polyurethane system to steel solid decks and helidecks, subjected to severe weathering and mechanical wear. 250.3



SURFACE PREPARATION






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250.5 PAINT APPLICATION 250.5.1 Coating Sequence a.


b.


c.

Apply by airless spray technique one full coat of high build epoxy to a minimum dry film thickness of 150 microns.

d.

Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts, and any other areas which are not accessible by spray application with one coat brush applied high build epoxy.

e.

Apply by airless spray technique one full coat of high build Epoxy to a minimum dry film thickness of 125 microns.

N.B

Immediately after the application of the second high build Epoxy coat i.e. within 2-3 minutes, evenly spread fine graded non-sparking antiskid powder. The particle size of the antiskid powder aggregate shall be in the order of 0.40 mm to 0.80 mm. Supplier should present supporting documents to prove, non-sparking properties of the antiskid materials together with a representative sample for approval before commencing the work.

3 Rev.

f.

Stripe coat brush or roller all sharp edges, I sections, angle sections, welds bolts and nuts etc. with one coat of high build Epoxy.

g.

Apply by airless spray technique one full coat of acrylic modified polyurethane to a minimum dry film thickness of 50 microns.

h.


i.


k.





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Total dry film thickness shall be 375 microns. For each individual coating the dry film thickness shall not be less than specified. 250.6 INSPECTION

In accordance with section 9 of this Manual. 250.7 APPROVED PAINT PRODUCTS

See Table 250 of this PSN

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TABLE 250


Epoxy HB



Amercoat 68 BS

Amercoat 385

Amercoat 450S

Amerlock 400 (AL)

Berger

Zincanode 690

Epilux 218 HS

Luxathane 5160

Epimastic 5100 (AL)

Carboline

Carbozinc 860

Carboguard 190 HB

Carbothane 134

Carbomastic 90 (AL)

Hempel

Hempadur Zinc 15350


Hempathane 55210

Hempadur 45881 (AL)

Interzinc 72

Interguard 475HS

Interthane 990


Hardtop AS

Jotamastic 87 AL

Zinc Rich Epoxy

Ameron

International

Barrier 90

Jotun

Penguard Midcoat

Leigh’s

Epigrip M984

Epigrip L 653 T

Resistex M 137 T

Epigrip M294T

Sigma


Sigma Cover CM Coating

Sigmadur Gloss


Sipco


Devran 224 HS

Devthane 369 UV

Bar-Rust 235 AL

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PSN 260:

260.1

Solid decks, helicopter landing decks and walkways etc. (fast touch dry non-skid)

SCOPE

Solid decks, helicopter landing decks and walkways etc. (fast touch dry non-skid) 260.2

COVERAGE

This specification covers ADMA-OPCO minimum requirements for abrasive blasting and paint application of an abrasion resistant system to solid decks, subjected to severe weathering and mechanical wear. 260.3



SURFACE PREPARATION






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260.5.

PAINT APPLICATION


Apply by conventional or airless spray technique complete first coat of the system to a dry film thickness of 125 microns.

b.

Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts and any other areas which are not accessible by spray application with one coat brush applied epoxy primer. Apply complete second coat to dry film thickness of 125 microns (a non a skid additive may be included if required)

c. d.

Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts, and any other areas which are not accessible by one coat brush applied high build non-skid epoxy coating.

e.

Apply complete third coat at a dry film thickness of 125 microns.

When each coat is dry and before the application of the following coats, the whole surface shall be washed down with a high pressure fresh water. It shall be ensured that following wash down the surface soluble salt contamination is kept at absolute minimum as per the requirements of Clause 6.1.3 of this Manual. g. An extra stripe coat over the areas noted in Clause 260.5.1(b) may be required between any coats at the discretion of ADMA-OPCO. f.

h.


i.

The applied coat shall be protected for foot traffic for at least 20-24 hours at 25 oC.


Total dry film thickness to be 375 microns. 260.6.

INSPECTION



See Table 260 of this PSN

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TABLE 260

3 Rev.

Manufacturer

Product

International

Interbond 501




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Identification marking to deck legend and steel cut-out legend on wooden helidecks.

PSN 280: 280.1

SCOPE

Identification marking to deck legend and steel cut-out legend on wooden/steel helidecks. 280.2

COVERAGE

This specification covers ADMA-OPCO minimum requirements for surface preparation and the paint application of Identification Marking to the steel cut-out legend on the side elevation of wellhead towers and the deck legend on all helidecks. 280.3

SURFACE PREPARATION AND PAINT APPLICATION REQUIREMENTS

280.3.1 For Steel Cut-out Legend

As per ADMA-OPCO Paint Specification PSN 220. 280.3.2 For Wooden Deck a.

Details of identification lettering and typical plan of identification markings shall be as indicated on the attached drawing.

b.

The wooden decking decking shall be sweep blasted to remove all surface contamination. This include scrapping and removal of all birds droppings in case of the maintenance of old installation.

c.

To the all deck areas to be marked, apply the following system. undercoat to a minimum DFT DFT of 50 microns. microns. Allow to dry. c.1 One coat of white undercoat c.2 Apply second white undercoat to a minimum DFT of 50 microns allow to dry overnight. c.3 One coat of luminescent paint (orange), allow to dry over night. c.4 Apply a second coat of luminescent paint (orange) brushed at right angle to the first coat and allow to dry overnight. c.5 Apply one full finish coat of UV filter varnish to a DFT of 75 microns. c.6 Apply a second full finish coat of UV filter varnish to a DFT of 75 microns.

d.

3 Rev.

Upon completion of the above surface preparation and painting of the deck marking legend the bare timber decking accessible from the top of the Helideck shall be sprayed with a wood preservation primer Creosote or or Cuprinol. It shall be ensured that the wood preservation primer does not come in contact with the painted surface either by over spray, dripping or walking.




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280.3.3

For Steel Decks a.

Details of identification lettering and typical plan of identification markings shall be as indicated on the attached drawing.

b.

To the all deck areas to be marked, apply the following system. b.1 One coat of white undercoat undercoat to a minimum DFT DFT of 50 microns. microns. Allow to dry. b.2 Apply second white undercoat to a minimum DFT of 50 microns allow to dry overnight. b.3 One coat of luminescent paint (orange), allow to dry over night. b.4 Apply a second coat of luminescent paint (orange) brushed at right angle to the first coat and allow to dry overnight. b.5 Apply one full finish coat of UV filter varnish to a DFT of 75 microns. b.6 Apply a second full finish coat of UV filter varnish to a DFT of 75 microns.

280.4

RE-ORIENTATION RE-ORIENTATION OF DECK LEGEND

It will be the responsibility of the Contractor to determine the position of and where necessary re-orientate the deck legend so that it shall lie in a north/south configuration with the top pointing north. north. The new legend shall be similar in size and style to the original in case of maintaining an old installation. 280.5

INSPECTION



See Table 280.1 of this PSN PSN for for Wooden Wooden Landing Landing Decks below. below. See Table 280.2 of this PSN for Landing Decks below.

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TABLE 280.1 FOR WOODEN LANDING DECKS

PRODUCT MANUFACTURER

FIRST COAT

LEIGH'S

INTL. PAINT

AMERON

INTERMEDIATE

INTERMEDIATE

FINISH

White Undercoat

Oasis Q.D. Fluorescent (Orange)

Oasis Q.D. Fluorescent (orange)

Regal Q.D. Clear UV Varnish

Interlac Undercoat White

Interlac Fluorescent (Orange)

Interlac Fluorescent (orange)

Interlac Varnish

Amercoat 5105

Amercoat Hi V12

(Lumiescent Orange)

Amercoat 5425

TABLE 280.2 FOR STEEL LANDING DECKS

PRODUCT UV RESIST. LACQUER

MANUFACTURER

UNDERCOAT

PHOTOLUMINESCENT PAINT

LEIGHS

Resistex M137 T (White)

Vitaglo M616

Vitaglo M617

SAFEWARE LTD

Globrite Primer E

Globrite FSP75

Globrite Lacquer WR

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TYPICAL 4 LEG WELLHEAD TOWER HELIDECK IDENTIFICATION MARKING DRAWING

) . P Y T ( 0 0 2

1 ° 5

1 ° 5

700

300 700

700

300

0 0 3

0 0 2 1

0 0 8

800

200(TYP.)

700

0 0 4

0 0 0 1

=

0 0 4

1000

0 0 2

0 0 8 1

=

1400 700

300 =

= =

3000

=

0 D 0 = 4 8 7 5 0

1 0 0 0 W I D E

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TYPICAL 4 LEG WELLHEAD TOWER HELIDECK IDENTIFICATION MARKING DRAWING (Cont.’)

30 0 200 50

0 0 1 5 7 2 1

0 0 2 1

) . 0 P 0 2 Y T (

5 7 1

0 0 2

100

1 00

200

5 70 1 50

1 70 700

3 Rev.

50

700

200 =

=

20 0

1 00 30

200

0 0 2

1 00

700

10 0

700




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All offshore external steel surfaces within the splash zone area and/or submerged steel surfaces of offshore jackets/platforms. Plus underside plates Das COS tank.

PSN 290:

290.1

SCOPE

All offshore external steel surfaces within the splash zone area and/or submerged steel surfaces of offshore jackets/platforms underside of COS tank floor plates. 290.2.

COVERAGE

This specification covers ADMA-OPCO minimum requirements for abrasive blasting and paint application of a Solventless Epoxy System for the following application.

290.3.

a.

For offshore external steel surfaces and within the area from -1 meter below up to +5 meters above the mean sea level referred herein as splash zone (unless otherwise specified in the contract document) including platforms, risers, walkways, structural steel, pipework, supports all plant and equipments.

b.

All submerged steel surfaces including the jackets, mud mat, risers, pipework contained within the areas from -1 metres below the Mean Sea Level down to the sea bed including the mud mat.


Section 6 & 7 of this Manual for surface preparation and Protective Coatings - shall apply to all paint application works. 290.4.

SURFACE PREPARATION



Sa 2 ½ to ISO 8501-1. 290.4.3

Blasting Profile Reading

50 microns (min) 75 microns (max)

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290.4.4 Contamination

Before the application of any coating the prepared surface shall be checked for soluble salts contamination. If salt contamination is found high pressure fresh water wash (3000 psi minimum) is mandatory and shall be repeated until a constant soluble salt level is obtained. Following wash down the steel surface should be reblasted as explained above. No coating shall be applied until surface preparation is approved by the authorized ADMA-OPCO site representative. Generally surfaces shall be checked/treated as per Subsection 7.5 of this Manual. 290.5.

PAINT APPLICATION


Apply by conventional or airless spray technique one full coat of epoxy polyamide primer to a dry film thickness of 60 microns.

b.

Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts and any other areas which are not accessible by spray application with one coat brush applied epoxy polyamide primer. Note:-

When recommended by the Paint Manufacturer or where the steel surface of the subject item can be fully blasted to the specified quality and coated in the same day, the holding primer is no longer required and the HB solventless epoxy can be applied directly to the blasted steel i.e. omit Clauses 290.5.5(a) and 290.5.5(b) above. c.

Apply by airless spray technique one full coat of high build Solventless Epoxy to a minimum dry film thickness of 225 microns.

d.

Stripe coat all sharp edges of I sections, angle section, welds, bolts, nuts and any other areas which are not accessible by spray application with one coat brush applied high build solventless epoxy.

e.

Apply by airless spray technique one full coat of high build Solventless Epoxy to a minimum dry film thickness of 225 microns. Colour - Black

f.6 When each coat is dry and before the application of the following coats, the whole surface shall be washed down with a high pressure fresh water. It shall be ensured that following wash down the surface soluble salt contamination is kept at absolute minimum as per the requirements of Clause 6.1.3 of this Manual.

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g.

An extra stripe coat over the areas noted in Clause 290.5.1(b) may be required between any coats at the option of ADMA-OPCO.

h.





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Total dry film thickness shall be 510 microns when the primer is used and 450 microns otherwise. For each individual coating the dry film thickness shall not be less than specified. N.B a.

The contractor should take advantage of optimum conditions, low tide and calm sea for the surface preparation and the paint application of areas below the mean sea level.

b.

High alloyed metals, neoprene and Monel sheathed surfaces are excluded from the scope of work covered by this specification.

c.

Cathodic protection anodes shall be masked/protected during the course of blasting and painting.

290.6 INSPECTION

In accordance with section 9 of this Manual. 290.7 APPROVED PAINT PRODUCTS


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TABLE 290

Product

Manufacturer


Amerlock 400 GFA

Amerlock 400 (AL)

Epilux 160

Epilux 82

Epimastic 5100 (AL)

Interseal 414

Intezone 954


Penguard Primer

Jotamastic 87 AL & Jotamastic 87 GF

Jotamastic 87 AL

Leigh’s

Epigrip L 425 T

Epigrip M 383 T

Epigrip M294T

Sigma

Sigmarite Primer ZP

Sigma cover TCP


Sipco

Devran Primer 201

Devran 238

Bar-Rust 235 AL

Berger International Jotun

Rev.

HB Epoxy

Amercoat 71

Ameron

3

Epoxy primer




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PSN 320:

320.1

Hot steel surfaces (insulated or not insulated) at service temperature from 121°C up to 400° C (air dry system)- In-house & Vendor Supply Items.

SCOPE

Hot steel surfaces (insulated or not insulated) at service temperature from 121°C up to 400° C (air dry system). 320.2

COVERAGE

The specification covers ADMA-OPCO minimum requirements for abrasive blasting and paint application of heat resistance resist ance system for high temperature steel ste el surfaces (insulated or not insulated) at service temperature range from 121°C up to 400°C. 320.3


Section 6 & 7 of this Manual for surface preparation and Protective Coatings - shall apply to all paint application works. For overseas factory application (Vendor supply) items, the provision of British Standard BS 5493, 5493, BS ISO 12944 & BS BS ISO 14713 shall apply 320.4

SURFACE PREPARATION






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320.5 PAINT APPLICATION 320.5.1 Coating Sequence a.

Apply by airless spray with continuous agitation by mechanical means one full coat of inorganic zinc silicate type primer to a dry film thickness of 60 microns. No readings above 85 microns is accepted.

b.

Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts and any areas which are not accessible by spray application with one coat brush applied of inorganic zinc silicate primer.

c.

Apply by conventional one full coat of one pack heat resisting paint (air dried silicon acrylic) to a dry film thickness of 25 25 micron with no reading above above 30 microns. A mist coat of the silicon acrylic paint may be required before the application of the full thickness to minimise top coat bubbling. N.B c.1 It shall be noted that this type of material is prone to crack if applied too thickly. Therefore, recommendation as to maximum thickness shall be observed. c.2 As temperature and humidity affect the curing times of these types of paint. Manufacturer recommendation for maximum and minimum overcoating times as well as establishing correct degree of curance (by testing) shall be observed (see Sub-section 6.1). c.3 As all the materials specified to satisfy the requirements of this specification are air-dried. The coated item shall not be introduced to service unless the applied coating is fully dried in accordance with to the Manufacturer recommendation which is 5 days in most cases.

d.

When each coat is dry and before the application of the following coats, the whole surface shall be washed down with a high high pressure fresh water. It shall be ensured that following wash down the surface soluble salt contamination is kept at absolute minimum as per the requirements of Clause 6.1.3 of this Manual.

e.

Application of each coat shall be approved and surface cleanliness confirmed by the authorized ADMA-OPCO Site Representative before the next coat is applied

320.5.2 Total Dry Film Thickness Thickness (T.D.F.T) (T.D.F.T)

Total dry film thickness shall be 85 microns. N.B

All stainless steel and high alloyed steel surfaces shall be properly masked during the course of washing, blasting and painting. 3 Rev.




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320.6

INSPECTION

In accordance with section 9 of this Manual and the following requirements:320.6.1 Test of curance of the inorganic zinc silicate shall be carried out prior to overcoating. The test should be carried as follow:-

320.7

a.

Rub the applied coating with a clean dry tissue or cloth to remove any dry overspray which may be present.

b.

With a clean soft cloth (white), soaked in the Manufacturer recommended cleanser/thinner, rub down gently on the coating for no longer than 5 seconds, full cure is indicated by the resistance of the film to this test. If no trace of zinc is apparent the materials is fully cured and can be overcoated accordingly.

c.

If however there is any removal of the zinc, (i.e. not fully cured), it should not be overcoated.

d.

A further test should be carried out after some period of time.



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TABLE 320

Product

Manufacturer

3 Rev.

Inorganic Zinc Silicate

Silicone Aluminium

Ameron

Dimetcote 6

Amercoat 878

Berger

Zincanode 330

Luxatherm 6200

Carboline

Carbozinc 11

Thermaline 4700

Hempel

Galvosil 15700-19840

Hempels Silicone Aluminium

International

Interzinc 22

Intertherm 50

Jotun

Resist 86

Solvalitt Aluminium

Leigh’s

Dox-Anode D 5 T

Leighs M505 HR

Sigma

Silguard MC

Silicon LTC Aluminium

Sipco

Cathacoat 304

HT 10




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PSN 330: 330.1.

Hot steel surfaces at service temperature from 401 up to 540° C.

SCOPE

Hot steel surfaces at service temperature from 401°C upto 540°C. 330.2.

COVERAGE

The specification covers ADMA-OPCO minimum requirements for abrasive blasting and paint application of heat resistance system for high temperature steel surfaces at service temperature range from 401°C upto 540°C. 330.3.



SURFACE PREPARATION




20 microns (Minimum) 30 microns (Maximum) N.B

Very fine grade abrasives shall be used in order to maintain the profile reading within the specified maximum. 330.4.4 Contamination


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330.5.

PAINT APPLICATION


Apply by conventional spray (or any other method recommended by the Manufacturer ) one full coat of one pack heat resisting aluminum to a dry film thickness of 20 micron with no reading above 30 microns.

b.

Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts and any areas which are not accessible by spray application with one coat brush applied of one pack heat resisting aluminum.

c.

Apply by conventional spray (or any other method recommended by the Manufacturer ) second top coat of one pack heat resisting aluminum to a dry film thickness of 20 microns, with no reading above 25 microns. N.B c.1 It shall be noted that this type of material is prone to crack if applied too thickly. Therefore, recommendation as to maximum thickness shall be observed. Any area with a thickness above the maximum shall be completely removed by blasting and the same system reapplied. c.2 It must be noted that some of the specified coatings requires “in-site” baking at elevated temperature in most cases around 200 oC for 2 hours during working condition to attain full cure. Manufacturer recommendations must be fully observed in this regard.

d.


e.



Total dry film thickness 40 microns. 330.6

INSPECTION




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TABLE 330

Product

Manufacturer

3 Rev.

Silicone Aluminium

Ameron

Amercoat 878

Berger

Luxatherm 5600

Carboline

Thermaline 4700

Hempel

Hempels Silicone Aluminium

International

Intertherm 50

Jotun

Solvalitt Aluminium

Leigh’s

Leighs M505 HR

Sigma

Silicon LTC Aluminium

Sipco

HT 12




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PSN 340:

340.1

All steel surfaces to be insulated (Service temp. from -20° C up to 120° C).

SCOPE

All steel surfaces to be insulated (service temperature from -20°C upto 120°C). 340.2

COVERAGE

This specification covers ADMA-OPCO minimum requirements for surface preparation and paint application to steel surfaces to be insulated (service temperature from -20°C upto below 120°C) located either on offshore or Das Island installations. 340.3



SURFACE PREPARATION






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340.5

PAINT APPLICATION


Apply by conventional or airless spray technique one full coat of epoxy polyamide zinc phosphate primer for Das Island application or Zinc Rich Epoxy Primer for Offshore application to a minimum dry film thickness of 50 microns.

b.

Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts and any other areas which are not accessible by spray application with one coat brush applied epoxy polyamide zinc phosphate primer for Das Island application or Zinc Rich Epoxy for offshore application.

c.

Apply by airless spray technique one full coat of high build epoxy polyamide MIO to a minimum dry film thickness of 100 microns.

d.

Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts and any other areas which are not accessible by spray application with one coat brush applied epoxy polyamide MIO.

e.

Apply by airless spray technique one full coat of High Build Epoxy polyamide to a minimum dry film thickness of 100 microns.

f.


g.


h.



Total dry film thickness shall be 250 microns for Das 260 microns for offshore. For each individual coating the dry film thickness shall not be less than specified. 340.6

INSPECTION




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TABLE 340

Product Zinc Rich Epoxy

Zinc Phosphate Epoxy

Epoxy MIO

HB Epoxy


Ameron

Amercoat 68BS

Amercoat 4039


Amercoat 385

Amerlock 400 (AL)

Berger

Zincanode 690

Epilux 160

Epilux 58 MIO

Epilux 218 HS

Epimastic 5100 (AL)

Carboline

Carbozinc 860

Carboguard E-19


Carboguard 190 HB

Carbomas tic 90 AL

Hempel

Hempadur Zinc 15350

Hempadur 15300

Hempadur 45670 MIO


International

Interzinc 72

Interguard 242


Interguard 475HS

Jotun

Barrier 90

Penguard ZP AO

Penguard Midcoat MIO 80

Penguard Midcoat

Jotamastic 87 AL

Leigh’s

Epigrip M984

Epigrip L 425 T

Epigrip K267 T

Epigrip L 653 T

Epigrip M294T

Sigma


Sigmarite Primer ZP

Sigmarite Sealer



Sipco




Devran 224 HS

Bar-Rust 235 AL

Manufacturer

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Hempadur 45881 (AL) Interseal 670 HS (AL)




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PSN 420:

420.1.

Internal lining of steel vessels, tanks, pipework and other equipment handling corrosive media.

SCOPE

Internal lining of steel vessels, tanks, pipework and other equipment handling corrosive media. 420.2.

COVERAGE

This specification covers ADMA-OPCO minimum requirements for abrasive blasting and internal lining of vessels, tanks, pipework, and any other equipment handling corrosive fluid, hydrocarbon service up to 50 psi and/or subject to high abrasion and severe mechanical abuse. 420.3.



SURFACE PREPARATION



Sa 3 to ISO 8501-1. 420.4.3 Blasting Profile Reading

75 microns (min) 100 microns (max) 420.4. 4 Contamination

Before the application of any coating the prepared surface shall be checked for soluble salts contamination. If salt contamination is found high pressure fresh water wash (3000 psi minimum) is mandatory and shall be repeated until a constant soluble salt level is obtained. Following wash down the steel surface should be reblasted as explained above. No coating shall be applied until surface preparation is approved by the authorized ADMA-OPCO site representative. Generally surfaces shall be checked/treated as per Subsectio 7.5 of this Manual.

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420.5

PAINT APPLICATION

5.1

Coating Sequence a.

Apply by conventional spray technique one full coat of holding primer to a minimum dry film thickness of 50 microns.

b.

Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts and any other areas which are not accessible by spray application with one coat brush applied primer. N.B

If the steel surface of the subject item can be fully blasted to the specified quality and coated in the same day or under circumstances where the environmental condition inside the tank/vessel can be controlled to preserve the blasted surface for extended period, (maximum 48 hours), the holding primer may be omitted providing Manufacturer prior approval is obtained and the glass flake reinforced coating can be applied directly to the blasted steel i.e. omit Clauses 420.5.1(a) and 420 .5.1(b)

3 Rev.

c.

Apply by airless spray technique (or any other method approved by the paint supplier) one full coat of glass flake, reinforced vinyl ester to minimum dry film thickness of 750 microns.

d.

Stripe coat all sharp edges of I sections, angle section, welds bolts, nuts and any other areas which are not accessible by spray application with one coat brush applied glass flake vinyl ester resin.

e.

Apply by airless spray technique (or any other method approved by the paint supplier) one full coat of glass flake reinforced vinyl ester to a minimum dry film thickness of 750 microns.

f.

Only when evidence of surface contamination were proven either visually or by testing the whole surface shall be washed down with a high pressure fresh water. It shall be ensured that following wash down the surface soluble salt contamination is kept at absolute minimum as per the requirements of Clause 6.1.3 of this Manual .

g.

An extra stripe coat over the areas noted in Clause 5.1.2 may be required between any coats at the option of ADMA-OPCO.

h.


i.

The vessel shall not be introduced to service until full curance of the lining system is attained within 48 hours. Forced ventilation shall be maintained during this period.




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420.5.2 Total Dry Film Thickness (T.D.F.T.)

Total dry film thickness shall be 1550 microns. For each individual coating the dry film thickness shall not be less than specified. General Note

The Contractor shall provide adequate forced ventilation (free air circulation) during the application of the paint system. Method and degree of ventilation to be approved by ADMA-OPCO site representative prior to the commencement of work.

420.6

INSPECTION

In accordance with section 9 of this Manual. N.B.

100% holiday detection test at 6000 Volts shall be conducted. 420.7



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TABLE 420

Product

Manufacturer

Rev.

Glass Flake Vinyl Ester

Celcote/SGL Primer P 370 HT

Flakeline 222 HT

Corrocoat

Polyglass Primer PPA

Polyglass VEF

Leigh’s

Duraglass P 1 T Primer

Duraglass 40v T

Ceilcote

3

Primer




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PSN 430:

430.1.

Internal lining of vessels, backwash filters and other equipment subjected to highly abrasive and corrosive media.

SCOPE

Internal lining of vessels, backwash filters and other equipment subjected to highly abrasive and corrosive media. 430.2.

COVERAGE

This specification covers ADMA-OPCO minimum requirements for abrasive blasting and coating application of Elastomeric or Ceramic reinforced epoxy systems to the internal surfaces of vessels, backwash filter and other equipment subjected to highly abrasive and corrosive media. 430.3.



SURFACE PREPARATION






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430.5. PAINT APPLICATION 430.5.1 Belzona D&A Hi-Coat Elastomer a.

Immediately after surface preparation, brush apply a thin even coat of Belzona D & A surface conditioner onto the prepared surface. The brush should be used as a stipple to ensure the thinnest possible film. As a practical guideline, a coverage rate of 1.25 sq.m. per (138ml) unit should be aimed. N.B:

Do not apply the D& A Elastomer before the touch dry state of the surface conditioner is attained (touch dry condition will be achieved within 90 minute at 25 oC and 80% relative humidity). Maximum overcoating time is limited to 16 hours at the same environmental condition. Under no circumstances should the application of the D& A high coat Elastomer take place after the maximum Overcoating time is elapsed. b.

Apply the mixed D & A Hi-coat Elastomer to the conditioned surface with the plastic spatula or applicator provided. The dry film thickness shall be 375 microns. All mixed material shall be used within 10 minutes at 25 o C or 5 minutes at 30 o C. allow to dry overnight.

c.

Strip coat all sharp edges, angle sections, welds etc. with one coat of D &A Hi-coat Elastomer.

d.

Apply the second coat of D& A Hi-coat Elastomer using the plastic spatula or applicator provided. The dry film thickness shall be 375 microns.

e.

Total dry film thickness shall be a minimum of 750 microns. For each individual coat the dry film thickness shall not be less than specified.

430.5.2 Chesterton Abrasion Control Liquid

3 Rev.

a.

To the prepared area apply by stiff bristle brush one coat of two packs Ceramic referenced epoxy to a minimum dry film thickness of 450 microns. Finish Colour shall be black. Allow 8-12 hours prior to the application of the second coat.

b.

Strip coat all sharp edges of I sections, angle sections, welds, bolts, nuts and any other areas which are not accessible by the spray application with one coat brush applied Ceramic referenced epoxy.

c.

Apply a second coat of Ceramic referenced epoxy to a minimum dry film thickness of 450 microns. Finish Colour shall be grey.

d.

Total dry film thickness shall be a minimum of 900 microns. For each individual coat the dry film thickness shall not be less than specified.




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430.5.3 Application of each coat shall be approved and surface cleanliness confirmed by the authorized ADMA-OPCO Site Representative before the next coat is applied. 430.5.4 The vessel shall not be introduced to service until full curance of the lining system is attained within (5-7) days. Forced ventilation shall be maintained during this period. 430.5.5 The Contractor shall provide adequate forced ventilation (free air circulation) during the application of the paint system. Method and degree of ventilation to be approved by ADMA-OPCO site representative prior to the commencement of work. 430.6

INSPECTION

In accordance with section 9 of this Manual. NB:

100% holiday detection test at 3000 Volts shall be conducted for the Belzona system and at 4800 volts for the Chesterton system. 430.7

APPROVED PAINT PRODUCTS Belzona System (5.1)

-

Belzona D & A Surface Conditioner Belzona D & A Hi-coat Elastomer Chesterton System (5.2 )

Chesterton 855 (Abrasion Control Liquid)

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PSN 440 :

440.1

Internal lining of vessels, tanks and other equipment operating at elevated pressure in hydrocarbon service.

SCOPE

Internal lining of vessels, tanks and other equipment operating at elevated pressure in hydrocarbon service. 440.2

COVERAGE

This specification covers ADMA-OPCO minimum requirements for abrasive blasting and internal lining of vessels, tanks, pipework, and any other equipment handling corrosive fluid and operated at elevated pressure. The following three categories of service conditions govern the selection of the suitable group of materials. 440.2.1

Category “A”

Internal lining of steel vessels, pipework and other equipment in hydrocarbon service operated at any pressure up to 950 psi and subjected to superheated steam at skin temperature not exceeding 158 oC for desludging and gas freeing. The qualified products for this category should maintain their integrity under repeated depressurization and steaming cycles, requiring utmost, spot repair maintenance throughout their life expectancy. 440.2.2 Category “B”

Internal lining of steel vessels, pipework and other equipment in hydrocarbon and operated at a pressure up to 950 psi. The qualified products for this category shall maintain their integrity under repeated depressurisation cycles during their service life. If internally stream cleaned the applied coatings will suffer permanent irreversible deterioration and complete relining is highly likely when facility is taken out of service.

440.3


Section 6 & 7 of this Manual for surface preparation and Protective Coatings - shall apply to all paint application works.

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440.4

SURFACE PREPARATION



Sa 3 to ISO 8501-1. 440.4.3 Blasting Profile Reading a.

For Category “A”

75 microns (min) 100 microns (max) b.

For Category “B”

50 microns (min) 60 microns (max) 440.4.4 Contamination Before the application of any coating the prepared surface shall be checked for soluble salts contamination. If salt contamination is found, high pressure fresh water wash (3000 psi minimum) is mandatory and shall be repeated until a constant soluble salt level is obtained. Following wash down the steel surface should be reblasted as explained above. No coating shall be applied until surface preparation is approved by the authorized ADMA-OPCO site representative. Generally surfaces shall be checked/treated as per Subsection 7.5 of this Manual.

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440.5 440.5.1

PAINT APPLICATION Category “A” a

Coating Sequence a.1 Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts and any other areas which are not accessible by spray application with one coat brush applied PC-touch-up primer. a.2 Allow at least 4 hours before the application of the solvent free polyurethane full coat. a.3 Apply using plural component dispensing equipment one full coat of solvent free polyurethane to a minimum dry film thickness of 300 microns. a.4 The second coat shall be applied immediately following the dry film thickness inspection and within the overcoating window limited herein to 45 minutes at 20 oC a.5 Apply using plural component dispensing equipment a second full coat of solvent free polyurethane to a minimum dry film thickness of 300 microns. a.6 The vessel shall not be introduced to service until full curance of the lining system is attained within 24 hours at 30 o C. Forced ventilation shall be maintained during this period.

b. Total Dry Film Thickness (T.D.F.T.)

Total dry film thickness shall be 600 microns. For each individual coating the dry film thickness shall not be less than specified. c.

Holiday Detection

100% holiday detection test at 2400 Volts shall be conducted.

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440.5.2 Category “B” a Coating Sequence a.1 Apply by conventional or airless spray technique one full coat amine/polyamide cured epoxy primer to a dry film thickness of 50 microns.

of

a.2 Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts and any other areas which is not accessible by spray application with one coat brush applied amine/polyamide cured epoxy primer. Note

If the steel surface of the subject item can be fully blasted to the specified quality and coated in the same day or under circumstances where the environmental condition inside the tank/vessel can be controlled to preserve the blasted surface for extended period, (maximum 48 hours), the holding primer may be omitted providing manufacturer prior approval is obtained and the epoxy coating can be applied directly to the blasted steel i.e. omit the above Clauses . a.3 Apply by airless spray one full coat of amine/polyamide cured epoxy to a minimum dry film thickness of 150 microns. a.4 Stripe coat all sharp edges of I sections, angle sections and strip, bolts, nuts, weld, and any other areas which are not accessible by spray application with one coat of brush applied amine/polyamide cured epoxy. a.5 Apply by airless spray a 3 rd full coat of amine/polyamide cured epoxy to a minimum dry film thickness of 150 microns. a.6 Stripe coat all sharp edges of I sections, angle sections and strip, bolts, nuts, weld, and any other areas which are not accessible by spray application with one coat of brush applied amine/polyamide cured epoxy. a.7 Apply by airless spray a second full coat of amine/polyamide cured epoxy to a minimum dry film thickness of 150 microns. a.8 The vessel shall not be introduced to service until full curance of the lining system is attained within (5 – 7) days. Forced ventilation shall be maintained during this period.

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b. Total Dry Film Thickness (T.D.F.T.)

Total dry film thickness shall be a minimum of 450 microns. For each individual coat the dry film thickness shall not be less than specified. c.

Holiday Detection

100% holiday detection test shall be carried out at 1200 volts. 440.6

General Notes

440.6.1

Only when evidence of surface contamination were proven either visually or by testing the whole surface shall be washed down with a high pressure fresh water. It shall be ensured that following wash down the surface soluble salt contamination is kept at absolute minimum as per the requirements of Clause 6.1.3 of this Manual.

440.6.2

An extra stripe coat over the areas noted in Clause 440.5.1.a (a.2) may be required between any coats at the discretion of ADMA-OPCO.

440.6.3


440.7



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TABLE 440

CATEGORY A Product

Manufacturer Madison Chemicals

Primer

Polyurethane

PC Touch UP

Corrocoat II PW

CATEGORY B Product

Manufacturer

3 Rev.

Primer

Epoxy

Ameron

Amercoat 64

Amercoat 351

Corroless

-----

Corroless RF 35B

Carboline

-----

Plasguard 7159

Sipco

Devan Primer 201

Devan 256




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PSN 450:

450.1

Internal lining of COS tanks with hand lay-up glass reinforced Epoxy.

Scope

Internal lining of COS tanks with hand lay-up glassfibre reinforced epoxy system. 450.2

Coverage

This specification covers ADMA-OPCO minimum requirements for abrasive blasting and lining of all internal steel surface of the tank bottom, a nominal 2 meters of the lower section of the tank shell internal up to the soffit of the roof, manholes, pipework etc. and the hand lay-up of a glass fibre reinforced epoxy system. The system described in this specification consists of 2 mats (300g/m 2) plus one tissue (27- 30 g/m2) embedded in an epoxy resin with a final DFT of not less than 2300 microns.

450.3

General Applicable Code

Section 6 & 7 of this Manual for surface preparation and Protective Coatings - shall apply to all paint application works. Also refer to NACE No. 10/SSPC-PA 6; Fiber glass-Reinforced Plastic (FRP) Linings Applied to Bottoms of Carbon Steel Aboveground Storage Tanks. 450.4

General Requirements

450.4.1 Prior to commencement of GFRE work, the tank shall be desludged, and in a proven gasfree condition with all mechanical repair and inspection work completed. 450.4.2 The tank should have been hydrotested, drained and high pressure fresh water washed. 450.5

Preliminary Work

450.5.1 Prior to commencement of any blasting work, all greases, oil, dirt and any other contamination shall be removed in accordance with the requirements of SSPC - SP 1.

On completion of the degreasing / cleaning all surfaces shall be high pressure fresh water washed (3000 psi). All surfaces shall be allowed to dry.

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450.5.2 Following washing down, the chloride level on the washed surfaces immediately prior to paint application shall not be more than 0.7 µg/cm2 (micro gram per square centimeter) above that value of the fresh water when measured with a salt contamination meter approved by ADMA-OPCO. However in no circumstances shall this value exceed 1.8 µg cm-2. Repeated high pressure wash down is required until the desired salt level is obtained. If salt level of the fresh water supply is above 1.1 µg/cm 2 the water bulk shall not be used and must be rejected. Chloride levels shall be measured on the shell, underside of the roof and the tank floor and recorded. (Bresel Patch or other approved methods may be used to determine soluble salt levels). 450.5.3 Prior to commencement of any GFRE work, all surface irregularities including weld spatters, weld fluxes, rough capping, surface lamination and underlying mill scale shall be removed using mechanical tools.

Any surface irregularity which may become apparent after surface preparation shall be similarly treated. 450.6.

Environmental & Working Conditions

450.6.1 Dehumidification shall be used to maintain the relative humidity between 40 and 55% to ensure that the dew point differential is between 9 and 14 0C throughout the duration of the works. The Contractor should refer to SSPC TR-3/NACE 6A192 - “Dehumidification and Temperature Control During Surface Preparation, Application, and Curing for Coatings/Linings of Steel Tanks, Vessels, and Other Enclosed Areas” for guidance. Also see Sub-section 450.15. 450.6.2 The air temperature, relative humidity, dew point and steel temperature are to be recorded hourly throughout the duration of the work. 450.6.3 A detailed method statement on how the Contractor proposes to maintain the environmental conditions throughout the duration of the work is to be submitted. 450.6.4 Suitable enclosed changing areas shall be provided for personnel to change PPE prior to entering the tank through an air lock. 450.6.5 Entrance and exit of personnel to the tank must be controlled to reduce possible contamination. 450.6.6 All ducting to be sealed at manholes, and no manhole shall be left open to the atmosphere. The roof shall be sealed and shaded from direct sunlight. 450.6.7 The Contractor should refer to SSPC Guide No. 12 “Guide for Illumination of Industrial Painting Projects” to determine the quantity and quality of lighting that is conducive to achieving quality surface preparation, coating application, inspection and accident prevention. All lighting shall conform to ADMA-OPCO Safety Regulations. 3 Rev.




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450.7

Degree of Cleanliness & Surface Profile

Sa 3 of ISO 8501-1 with a nominal surface profile of 75-100 microns. 450.7.1 Open Blasting

Blasting shall start on nozzles, pipes, shell, around the legs and the annular plate by means of open blasting. Appropriate sized abrasives shall be used. Following the completion of the open blasting, spent abrasives shall be removed, the roof underside is blown down with compressed air to remove residual dust, this should be followed be a complete vacuum cleaning of the tank floor using industrial vacuum cleaners. 450.7.2 Vacuum Blasting

Following the completion of all open blasting of the shell and associated components, the floor shall blasted using fully enclosed shot blasting machines (vacuum blasting - dust free blasting). In order to reduce the possibility of contamination by using hydraulically powered machines electrically powered machines are to be used. A full Risk Assessment covering the use of electrically powered blasting machines must be submitted by the Contractor. A mixture of a steel grit and shot shall be utilized to produce the desired angular surface profile. Vacuum blasting shall only commence following the completion of the open blasting and priming of the shell and associated components. 450.8

Priming

All abrasive blasted surfaces (open and vacuum) are to be immediately coated with the approved primer at the specified thickness. Red oxide primer or red tinted primers, shall not be used for priming to enable contrasting appearance and easy visual identification of rust spots if any on the primed surfaces. 450.9

Hand lay-up Application:

450.9.1 Only ADMA-OPCO approved GFRE systems applied by approved application contractors shall be considered for this work. 450.9.2 Once all the leg landing plates have been treated as described in this Sub-section 450.10 The laminate for shell and floor can be laid.

specification

450.9.3 The glassfibre hand lay-up application to the floor may start only after the following progress has been achieved.: a. All open blasting/lining/painting/inspection of the shell and nozzles is completed. b. Minimum 50% of the floor vacuum blasted. c. Minimum 20% of the landing legs laminated plates are in place.

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450.10

Landing Legs Reinforcing Plates

450.10.1 A number of pre-cut plates shall be cut to size (a nominal diameter of approximately 1" less than the in-situ plate). The edges of the pre-cut plates shall be ground smooth, and abrasive blast the plates to Sa 2½ with a surface profile of 70-100 microns. 450.10.2 Prime both sides of the reinforcing plates with the same primer approved for the floor. 450.10.3 The plates shall be prepared in the following manner. a.

Apply the approved catalyzed epoxy resin to plate, and lay-in the approved glass reinforcing mat.

b.

Apply further catalyzed epoxy resin.

c.

Consolidate with a metal washer roller.

d.

Lay in a second layer of the glass reinforcing mat. The whole to be consolidated with a metal washer roller to ensure that no air is trapped within the mat.

e.

Apply the gel-coat in the approved manner. The plates are then left allowed to attain full cure. Once cured, the edges are to be trimmed.

450.10.4 Support the weight of the roof around each leg in turn following this procedure:

3 Rev.

a.

For roof legs - remove leg completely, for landing pads and bleeder vents raise leg/pad a minimum of 25 mm.

b.

Using solvent soaked rags, clean away any sludge trapped directly under the leg. Allow to dry.

c.

Abrasive blast, using a vacuum system, to Sa 3 and apply one coat of the approved primer.

d.

Prepare epoxy mortar compound (see Sub-section 450.12) and apply to the welds of the in-situ plates under each leg forming a fillet, allow to cure.

e.

Apply catalyzed epoxy resin to the in-situ plate and consolidate two layers of 300 gm/square meter chopped stranded mat into the resin. The resin and mat must overlay the edges of the epoxy mortar fillet of the in-situ plate by at least 150 mm.

f.

Insert the pre-prepared plate, cured laminated side up, under the leg, ensuring the plate is centred.




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g.

Allow the leg to gently settle on the plate, this will forced the plate into the wet glass fiber reinforced epoxy system.

h.

Fit a split protective steel cover of adequate dimension over the reinforcing plate to protect the GFRP, then make good any damaged primed surfaces.

i.

After curing, the edge between the pre-prepared plated and the in-situ plate is to be filled with an epoxy mortar.

450.10.5 The above work may be carried out on a limited number of legs simultaneously but the contractors shall not attempt to jack up or remove the load from adjacent supports without the prior knowledge and consent of ADMA-OPCO’s representative. The contractors shall provide jacks and packing of the temporary support of roof legs. 450.10.6 When applying the GFRE treatment to the remainder of the tank floor the resin and glass mat reinforcement shall overlap the new base plates by 10 cm minimum all around. 450.10.7 When laminate and epoxy mortar fillet have cured, protect with polyethylene sheet held in place with mastic tape. 450.11 Epoxy Mortar 450.11.1 After abrasive-blasting and priming, prepare epoxy-mortar (3 parts clean, dry, salt-free, fine grade sand thoroughly mixed with 1 part catalyzed epoxy resin) and apply to all floor and shell welds, forming a smooth fillet between plates, leaving no step or ledge. This is done to ensure the GFRE does not encounter rough edges and minimized the risk of entrapped air. 450.11.2 All welds, plate laps, reinforcing plates, roof support plates, rivets, holes and corrosion pits are to be caulked, to a clean smooth finish, with the epoxy mortar. 450.11.3 A fillet of epoxy mortar, measuring 3" x 3" min, shall be applied at the shell/annular plates internal weld around the circumference of the tank.

450.11.4 Caulking between floor plates and shell to annular plates shall be applied directly before lamination and while the epoxy mortar is within the curing time i.e. wet. 450.11.5 The epoxy mortar compound required to fill small fillet shall be made out of pure resin with the thixotropic agent.

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450.12 Hand lay-up Application: Approved GFRE Systems.

All parts of the ”approved GFRE system” including, but not limited to the number of mats, weights, thickness, quoted manufacturer, guarantees, etc.…. shall be strictly adhered to. 450.12.1 Main Laminate

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a.

The lay-up operation across the tank bottom shall be done in successive parallel strips of reinforcing mat. The work direction shall started from one side of the tank and progress toward the other end across the tank floor plates, ending at the main access manway.

b.

The interface area between the GFRE system and the bare steel, at the end of the twometer limit on the shell, shall be completed and finished off in a layered, chamfered edge.

c.

A thixotropic agent such as Aerosol may be added to the catalyzed epoxy resin, which is to be applied to the shell areas, to prevent running or sagging.

d.

Resin for the main laminate shall be issued to laminators in weighed/measured, quantities.

e.

Catalyzed epoxy resin shall be laid down to the primed steel surface by brush or roller.

f.

The glass reinforcing mat (300g/m2) be embedded into the resin using a metal roller to remove entrapped air, folds and wrinkles and ensure the complete wetting of the glass mat.

g.

Additional resin should be applied and rolled as required to ensure that the glass mat is fully saturated and no entrapped air remains.

h.

Each strip of reinforcement should overleap the adjoining strip to a minimum of 5 cm within the over-coating internal otherwise 10 cm overlap shall be considered after adequate sanding down of the overlapped strip.

i.

The second (300g/m 2) mat shall be laid as per explained ensuring that the joints are staggered.

k.

Immediately apply the glass reinforced tissue to the wet application, workout using metal roller.

j.

The embedding of the surfacing tissue shall be staggered so as not to correspond with the joints of the glass reinforcement mat.




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m. The glass reinforced laminate system, when dry enough to walk on , shall be inspected at all stages by both the contractor and the ADMA-OPCO representative. Any defects shall be made good by the contractor in accordance with the recommended repair procedure. n.

The minimum laminate thickness prior to the gel coat application shall be 2,000 microns.

450.12.2 Gel Coat

450.13

a.

Apply by spray technique or roller a final gel-coat of catalyzed epoxy resin as required to ensure complete embedding of the surface tissue in the resin.

b.

The final gel-coat of catalyzed epoxy resin shall completely cover the surfacing tissue.

c.

The final gel coat shall be applied to a nominal thickness of 300 micros. The over all thickness of the completed laminate system shall be not less than 2300 micron.

d.

The system shall be allowed to cure for minimum seven days prior to the tank being introduced into service.

Materials

450.13.1 General

All material shall be chemically pure, and free from foreign contaminates. The age of the primer, resin and catalyst shall not exceed the recommended shelf life as specified by the manufacturer. The primer and resin must be delivered to the site in unopened containers with batch number and date of manufacture clearly marked thereon. 450.13.2 Reinforcement Mat

The reinforcement mats and surfacing veils shall be as specified in the relevant “Approved GFRE system” and shall not exceeding 1250 mm in width. 450.13.3 Resin

The resin shall be 100% pure epoxy resin. It should consist of resin and catalyst only. The resulting catalysed mixture shall be transparent.

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450.13.4 Reference Plates

Prior to the commencement of any laminate work the Contractor shall prepare reference plates sized 0.4m x 0.4m (a minimum of two in number) of the GFRE system to be used. One plate should show the GFRE lining stepwise from primer, laminate(s) and gel coat. Also see Attachment I 450.14

Inspection

450.14.1 Dry Film Thickness a.

All routine dry film thickness (DFT) measurements shall be recorded using any electro-magnetic resistance or eddy current principal film gauges.

b.

Contractors dry film thickness gauge required for final joint inspection shall be similar to ADMA-OPCO standard instrument i.e. Elecometer 300 or 256 provided with a print out facilities. DFT instruments shall be calibrated at least twice daily. Measurement print outs shall be retained by ADMA-OPCO for future assessment.

c.

The total dry film thickness of the completed laminate system shall not be less than 2,300 microns. The main laminate thickness, prior to gel coat application shall be a minimum of 2,000 microns, with a final gel coat applied to a nominal thickness of 300 microns.

d.

At least (4) four DFT readings per square meter shall be taken and recorded to verify the applied thickness.

e.

Measurement for conformance to a thickness specification. Measure twenty (20) separate spot measurements (average of 4 readings per spot of 4-cm diameter) spaced evenly over an area of 20 square meters. This area corresponds to the surface area of one complete floor plate, which can be considered the unit area for the subject application. The average of the twenty (20) spot measurements for each full plate shall not be less than the minimum specified thickness. No more than two single spot measurements (the average of 4 readings at each spot) in any unit area shall be less than 20% of the specified minimum, this value is defined as the critical dry film thickness. The critical dry film thickness of the main laminate system is 1,600 microns, beyond which repair work shall be considered. The critical dry film thickness of the complete laminate system (i.e. the main laminate & gel coat) is 2,070 microns, beyond which repair work shall be considered.

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450.14.2 Holiday Detection a.

The main laminate system shall be holiday tested using high voltage spark tester at 6 KV. However, the completed laminate system shall be holiday detected at 10 KV volts.

b.

Any spot which fail the high voltage spark test at the prescribed voltage shall be repaired and re-tested at the same voltage.

450.14.3 Pull-Off Test a.

3 Rev.

ADMA-OPCO shall retain the right to request and or conduct, destructive adhesion testing as and where it is considered necessary. The obtained values obtains from the test shall in no case be lower than the values obtained during the pre-qualification test carried out by ADMA-OPCO. A minimum value of 3.0 N/mm 2 would be acceptable.




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450.15.

Dew Point v Air Temperature v Relative Humidity

50.0

45.0

40.0

35.0

40%

C 30.0 o

45%

t n i o 25.0 P w e D 20.0

50% 55% 85%

15.0

10.0

5.0

0.0 15.0

17.5

20.0

22.5

25.0

27.5

30.0

32.5

35.0

37.5

40.0

42.5

45.0

47.5

50.0

Air Tempera ture o C

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REFERENCE SAMPLE APPROVAL

Project Location Application Description of Sample Surface Preparation Primer Resin System Reinforcement Mat Surface Tissue Application Date

Dry Bulb 0 C

Wet Bulb 0 C

% RH

Dew Point 0C

Steel Temp 0 C

Blast & Prime Resin & Mat & Tissue Gel Coat Dry Film Thickness Resin & Mat & Tissue Final Holiday Detection Comments

Approval Signatures COMPANY

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Name & Signature

Title

Date




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PSN 460:

460.1.

Internal lining of tanks, vessels, ATK-Jet A1 storage tanks and any other equipment handling aviation fuel.

SCOPE

Internal lining of tanks, vessels, ATK-Jet A1 storage tanks and any other equipment handling aviation fuel. 460.2.

COVERAGE

The specification covers ADMA-OPCO minimum requirements for abrasive blasting and for internal lining of vessels, tanks, pipework and any other equipment handling corrosion fluids. This system is also designed for ATK Jet A1 storage tanks and any other equipments handling aviation fuel. 460.3.



SURFACE PREPARATION






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460.5.

PAINT APPLICATION


Apply by conventional or airless spray technique one full coat of amine/polyamide cured epoxy primer to a dry film thickness of 50 microns.

b.

Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts and any other areas which is not accessible by spray application with one coat brush applied amine/polyamide cured epoxy primer.

c.

Apply by airless spray one full coat of amine/polyamide cured epoxy to a minimum dry film thickness of 125 microns.

d.

Stripe coat all sharp edges of I sections, angle sections and strip, bolts, nuts, weld, and any other areas which are not accessible by spray application with one coat of brush applied amine/polyamide cured epoxy.

e.

Apply by airless spray a second full coat of amine/polyamide cured epoxy to a minimum dry film thickness of 125 microns.

f.

Only when evidence of surface contamination were proven either visually or by testing the whole surface shall be washed down with a high pressure fresh water. It shall be ensured that following wash down the surface soluble salt contamination is kept at absolute minimum as per the requirements of Clause 6.1.3 of this Manual.

g.

An extra stripe coat over the areas noted in Clause 460.5.1.(b) may be required between any coats at the discretion of ADMA-OPCO.

h.


i.

The vessel shall not be introduced to service until full curance of the lining system is attained within (5 - 7) days. Forced ventilation shall be maintained during this period.


Total dry film thickness shall be a minimum of 300 microns. For each individual coat the dry film thickness shall not be less than specified. General Notes

3 Rev.

a.

The contractor shall provide adequate forced ventilation (free air circulation) during the application of paint system. Method and degree of ventilation to be approved by ADMA-OPCO Site Representative prior to commencement of work.

b.

All lining materials must be approved by Abu Dhabi Aviation authority.




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460.6

INSPECTION

In accordance with section 9 of this Manual. N.B




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TABLE 460

Product

Manufacturer

Rev.

Intermediate

Top coat

Amercoat 56C Primer

Amercoat 56C Intermediate

Amercoat 56C Topcoat

Berger

Epilux 610 T

Epilux 155

Epilux 155

International

Interline 982

Interline 944

Interline 944

Jotun

Tankguard HB

Tankguard HB

Tankguard HB

Leigh’s

Metagard L 574

Epigrip H 735 Primer

Epigrip H 736 Finish

Sigma

Sigmarite Sealer

Sigmaguard EHB

Sigmaguard EHB

Sipco

Devran Primer 201

Devran 244 HS

Devran 244 HS

Ameron

3

Primer




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PSN 470:

470.1.

Internal lining of tanks, vessels, filters and potable water handling equipment operating at temperature less than 80° C

SCOPE

Internal lining of tanks, vessels, filters and potable water handling equipment operating at temperature less than 80°C. 470.2.

COVERAGE

This specification covers ADMA-OPCO minimum requirements for abrasive blasting and lining of tanks, vessels, filters and potable water handling equipments operating at temperature less than 80°C. 470.3.



SURFACE PREPARATION


All surfaces must be degreased, detergent washed with 5% biprox or equivalent, high pressure (3000 psi minimum) fresh water washed and allowed to dry. Subsection 6.1 of this Manual shall be followed to satisfy the preliminary work requirements. 470.4.2 Degree of Cleanliness



Before the application of any coating the prepared surface shall be checked for soluble salts contamination. If salt contamination is found high pressure fresh water wash (3000 psi minimum) is mandatory and shall be repeated until a constant soluble salt level is obtained. Following wash down the steel surface should be reblasted as explained above. No coating shall be applied until surface preparation is approved by the authorized ADMA-OPCO site representative. Generally surfaces shall be checked/treated as per Sub-section 7.5 of this Manual.

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470.5.

PAINT APPLICATION


Apply by conventional or airless spray technique one full coat of amine cured epoxy holding primer to a dry film thickness of 35 microns.

b.

Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts and any other areas which are not accessible by spray application with one coat brush applied amine cured epoxy primer. Note:

If the steel surface of the subject item can fully blast to the required quality and coated in only one day, apply the solvent free epoxy coating directly to the steel surface i.e. omit Clauses explained above.

3 Rev.

c.

Apply by airless spray one full coat of a potable water approved solvent free epoxy to a minimum dry thickness of 200 microns.

d.

Stripe coat all sharp edges of I sections, angle sections, bolts, nuts, weld, and any other areas which are not accessible by spray application with one coat of brush applied solvent free epoxy paint.

e.

Apply by airless spray a second full coat of potable water approved solvent free epoxy to a minimum dry film thickness of 200 microns.

f.

Only when evidence of surface contamination were processed, either visually or by test, the whole surface to be painted shall be washed down with a high pressure fresh water. It shall be ensured that following wash down the surface soluble salt contamination is kept at absolute minimum as per the requirements of Clause 6.1.3 of this Manual.

g.


h.


i.

The vessel shall not be introduced to service until full curance of the lining systems attained 5 - 7 days. Forced ventilation shall be maintained during this period.




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Total dry film thickness shall be a minimum of 435 microns when a coat of primer is used and 400 microns otherwise. For each individual coat the dry film thickness shall not be less than specified. General Note

The contractor shall provide adequate forced ventilation (free air circulation) during the application of paint system. Method and degree of ventilation to be approved by ADMA-OPCO site representative prior to commencement of work. 470.6

INSPECTION

In accordance with section 9 of this Manual. NB




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TABLE 470

Product

Manufacturer

3 Rev.

Primer

Solvent Free epoxy

Ameron

Amercoat 64

Amercoat 351

Carboline

Carboguard 158

Carboguard 703

Corroless

Corroless RF 35 B

Corroless RF 35 B

International

Interline 982

Interline 925

Jotun

Penguard Primer

Jotacote 412

Sigma

Sigmaguard Primer 15

Sigmaguard CSF 75

Sipco

Devran Primer 201

Devran 133




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PSN 480:

480.1.

Internal lining of vessels, storage tanks, desalination columns and other processing equipment operating at temperature up to 120°C (Potable water approved system).

SCOPE

Internal lining of vessels, storage tanks, desalination, columns and other processing equipment operating at temperature upto 120°C (Potable water approved system) also applicable to non potable water. 480.2.

COVERAGE

This specification covers ADMA-OPCO minimum requirements for abrasive blasting and internal lining of vessels, storage tanks, desalination columns, and other processing equipment operating at temperatures upto 120°C. 480.3.



SURFACE PREPARATION





Before the application of any coating the prepared surface shall be checked for soluble salts contamination. If salt contamination is found high pressure fresh water wash (3000 psi minimum) is mandatory and shall be repeated until a constant soluble salt level is obtained. Following wash down the steel surface should be reblasted as explained above. No coating shall be applied until surface preparation is approved by the authorized ADMA-OPCO site representative. Generally surfaces shall be checked/treated as per Sub-section 7.5 of this Manual.

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480.5.

PAINT APPLICATION


Apply by conventional or airless spray technique one full coat of epoxy polyamine to a minimum dry film thickness of 125 microns.

b.

Stripe coat all sharp edges of I sections, angle sections welds, bolts nuts and any other areas which are not accessible by spray application with one coat brush applied epoxy polyamine.

c.

Apply by airless spray technique one full coat of epoxy polyamine to a minimum dry film thickness of 125 micron.

d.

Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts, and any other area which are not accessible by spray application with one coat brush applied epoxy polyamine.

e.

Apply by airless spray technique one full coat of epoxy polyamine to a minimum dry film thickness of 125 micron.

f.

Only when evidence of surface contamination were proven, either visually or by testing the whole surface shall be washed down with a high pressure fresh water. It shall be ensured that following wash down the surface soluble salt contamination is kept at absolute minimum as per the requirements of Clause 6.1.3 of this Manual.

g.


h.


i.

The vessel shall not be introduced to service until full curance of the lining system is attained within (5-7) days. Forced ventilation shall be maintained during this period.


Total dry film thickness shall be a minimum of 375 microns. For each individual coating the dry film thickness shall not be less than specified. General Notes

The contractor shall provide adequate forced ventilation (free air circulation) during the application of the paint system. Method an degree of ventilation to be approved by ADMA-OPCO site representative prior to commencement of work

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480.6

INSPECTION

In accordance with section 9 of this Manual. NB

100% holiday detection test at 1500 Volts shall be carried out. 480.7



TABLE 480

PRODUCT MANUFACTURER HIGH BUILD EPOXY

3 Rev.

CARBOLINE

Plasite 7156

SIGMA

Phenguard




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Galvanized steel surfaces (new or previously painted) located Offshore or onshore

PSN 510 : 510.1.

SCOPE

Galvanised steel surfaces (new or previously painted) located offshore or onshore. 510.2.

COVERAGE

This specification covers ADMA-OPCO minimum requirements for surface preparation and paint application for galvanised steel surfaces (new or previously painted) located Offshore and Onshore. 510.3.



SURFACE PREPARATION


All surfaces must be degreased, detergent washed with 5% biprox or equivalent, high pressure (3000 PSI minimum) fresh water washed and allowed to dry. Subsection 6.1 of this Manual shall be followed to satisfy the preliminary work requirements. 510.4.2 Degree of Cleanliness and Blasting Profile a.

For New or Lightly Weathered Galvanized Steel

Lightly sweep blast to produce a matt finish. b.

For Previously Painted or Severely Corroded Galvanized Steel

Abrasive blasting is the only approved method for surface preparation. All cleaned surfaces shall be abrasive blasted to Sa 2 1/2 of ISO 8501-1. The blasting profile shall be 35-50 microns with no reading less than 35 microns. 510.4.3 Contamination


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510.5.

PAINT APPLICATION


Apply by airless spray technique or by brush one or two full coat of surface tolerant epoxy paint to a minimum dry film thickness of 125 microns.

b.

Strip coat all sharp edges of I sections, angle sections, welds, bolts, nuts and any other areas which are not accessible by spray application with one coat brush applied surface tolerant Epoxy.

c.

Complete the painting system as per the painting specification of the surrounding area while omitting the requirements of the primer.


Total dry film thickness shall be equal to the overall thickness of the Paint Specification of the surrounding area. 510.6.

INSPECTION

In accordance with section 9 of this Manual and the following requirements: 510.6.1 The ADMA-OPCO Representative should take due account of galvanizing thickness when measuring dry film thicknesses. Prior to paint application random readings of galvanising thickness should be taken and used as a foundation base (Zero) thickness to which all coating thickness readings should be referenced. 510.7.

APPROVED MORDANT SOLUTION

See Table 510 of this PSN. 510.8.


Same products approved for the assigned paint specification applicable for the surrounding area

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TABLE 510

Product

Manufacturer

3 Rev.


Ameron

Amerlock 400 (AL)

Berger

Epimastic 5100 (AL)

Carboline

Carbomastic 90 (AL)

Hempel

Hempadur 45881 (AL)

International


Jotun

Jotamastic 87 AL

Leigh’s

Epigrip M294T

Sigma


Sipco

Bar-Rust 235




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Copper and copper alloy materials in outdoor exposure.

PSN 520 : 520.1.

SCOPE

Copper and copper alloy materials in outdoor exposure. 520.2.

COVERAGE

This specification covers ADMA-OPCO minimum requirements for surface preparation and paint application to copper and copper alloyed materials in outdoor exposure either on Das Island or Offshore. 520.3.



SURFACE PREPARATION

520.4.1 Preliminary Works a.

All surfaces must be degreased, detergent washed with 5% biprox or equivalent, high pressure (3000 Psi minimum) fresh water washed and allowed to dry. Subsection 6.1 of this Manual shall be followed to satisfy the preliminary work requirements.

b.

All degreased surfaces shall be treated with one of the following methods. b.1 Parts items shall be treated by immersion for upto two minutes at room temperature in a solution containing 5% ferric chloride and 5% muriatic (hydrochloric acid) at commercial concentration followed by thorough rinsing with fresh water and allow to dry.

For large items, generous brushing or spraying with the etchant solution is accepted. After allowing the etchant to react (2 minutes), the surface shall be thoroughly rinsed with clean fresh water. NB

All precautions shall be taken to avoid the etchant from being in contact with the surface to be treated for more than the specified two minutes. Also avoid the ingress of the solution to any voids or space inside the treated items. b.2 Alternatively, light abrasive blasting can be used utilizing fine grade abrasives. Substitution of course emery paper for blasting can be made at the discretion of ADMA-OPCO site representative. Abrasive selection shall be to Clause 6.2.3 of this Manual.

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Before the application of any coating the prepared surface shall be checked for soluble salts contamination. If salt contamination is found high pressure fresh water wash (3000 psi minimum) is mandatory and shall be repeated until a constant soluble salt level is obtained. Following wash down the steel surface should be reblasted as Clauses 520.4.1 thru 520.4.3 above. No coating shall be applied until surface preparation is approved by the authorized ADMA-OPCO site representative. Generally surfaces shall be checked/treated as per Sub-section 7.5 of this Manual. 520.5.

PAINT APPLICATION


Apply by conventional or airless spray technique one full coat of two pack epoxy or polyurethane lacquer primer to a dry film thickness of 35 microns.

b.

Stripe coat all sharp edges of I sections, angle sections welds, bolts, nuts and any other areas which are not accessible by spray application with one coat brush applied two pack epoxy or polyurethane lacquer primer.

c.

Apply by airless spray technique one full coat of epoxy polyamide micaceous iron oxide to a minimum dry film thickness of 100 micron.

d.


e.


f.

When each coat is dry and before the application of the following coats, the whole surface shall be washed down with a high pressure fresh water. It shall be ensured that following wash down the surface soluble salt contamination is kept at absolute minimum as per the requirements of Clause 6.1.3 of this Manual..

g.


h.



Total dry film thickness shall be a minimum of 175 microns. For each individual coating the dry film thickness shall not be less than specified

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520.6.

INSPECTION




TABLE 520

Manufacturer

3 Rev.

Product Primer

Epoxy MIO

Polyurethane

Ameron

Amercoat 71


Amercoat 450S

Berger

Epilux 1000

Epilux 58 MIO

Luxathane 5160

Carboline

Carboguard 193


Carbothane 134

Hempel

Hempadur 15550

Hempadur 45670 MIO

Hempathane 55210

International

Intergard 269


Interthane 990

Jotun

Penguard Primer


Hardtop AS

Leigh’s

Resistex K 570 SS

Epigrip K267 T

Resistex M 137 T

Sigma

Sigmarite Sealer

Sigmarite Sealer

Sigmadur Gloss

Sipco

Devran Primer 201


Devthane 369 UV




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PSN 530 :

Stainless steel pipework, vessels and control panels.

530.1. SCOPE

Stainless steel pipework, vessels and control panels. 530.2. COVERAGE

This specification covers ADMA-OPCO minimum requirements for protection of bare stainless steel pipework, vessels and instrument panels both offshore and Das Island at temperature below 120°C. This specification does not cover the requirements for protection of seamless stainless steel tubes less than 1 inches O.D. In such cases the requirements of ADMA-OPCO Paint Specification 540 shall govern. 530.3. GENERAL APPLICABLE CODE

Section 6 & 7 of this Manual for surface preparation and Protective Coatings - shall apply to all paint application works. 530.4. SURFACE PREPARATION 530.4.1 Preliminary Works


Equivalent to Sa 2 ½ to ISO 8501-1. NB:

Only Aluminum Silica, Aluminum Oxide or garnet abrasive material shall be used. 530.4.3 Blasting Profile Reading


Before the application of any coating the prepared surface shall be checked for soluble salts contamination. If salt contamination is found high pressure fresh water wash (3000 psi minimum) is mandatory and shall be repeated until a constant soluble salt level is obtained. Following wash down the steel surface should be reblasted as explained above. No coating shall be applied until surface preparation is approved by the authorized ADMA-OPCO site representative. Generally surfaces shall be checked/treated as per Subsection 7.5 of this Manual. 3 Rev.




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530.5.

PAINT APPLICATION


Apply by conventional or airless spray technique one full coat of two pack epoxy or polyurethane lacquer primer to a dry film thickness of 35 microns.

b.

Stripe coat all sharp edges of I sections, angle sections welds, bolts, nuts and any other areas which are not accessible by spray application with one coat brush applied two pack epoxy or polyurethane lacquer primer.

c.

Apply by airless spray technique one full coat of epoxy polyamide micaceous iron oxide to a minimum dry film thickness of 100 micron.

d.


e.

Apply by airless spray technique one full coat Polyurethane finish to a minimum dry film thickness of 40 microns.

f.

When each coat is dry and before the application of the following coats, the whole surface shall be washed down with a high pressure fresh water. It shall be ensured that following wash down the surface soluble salt contamination is kept at absolute minimum as per the requirements of Clause 6.1.3 of this Manual..

g.


h.



Total dry film thickness shall be a minimum of 175 microns. For each individual coating the dry film thickness shall not be less than specified. 530.6.

INSPECTION




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TABLE 530

Manufacturer

3 Rev.

Product Primer

Epoxy MIO

Polyurethane

Ameron

Amercoat 71


Amercoat 450S

Berger

Epilux 800

Epilux 58 MIO

Luxathane 5160

Carboline

Carboguard 193


Carbothane 134

Hempel

Hempadur 15550

Hempadur 45670 MIO

Hempathane 55210

International

Intergard 269


Interthane 990

Jotun

Penguard Primer


Hardtop AS

Leigh’s

Resistex K 570 SS

Sigma

Sigmarite Sealer

Sigmarite Sealer

Sigmadur Gloss

Sipco

Devran Primer 201


Devthane 369 UV

Epigrip K267 T

Resistex M 137 T




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PSN 540 :

540.1.

External protection of seamless stainless steel tubes.

SCOPE

External protection of seamless stainless steel tubes. 540.2.

COVERAGE

This specification covers ADMA-OPCO minimum requirements for the protection of solution annealed seamless stainless steel tubes, 1 inch and below. 540.3.


540.3.1 The protective sheath of the tubes shall be black PVC, tight fit to the outside diameter of the tubes and applied at a minimum thickness of 2 mm. The PVC sheath shall be fire retardant, UV resistant. 540.3.2 The tube supplier shall include in his submission the application procedure of the PVC sheath, which should include detailed surface preparation and PVC application. The product technical data sheets shall be part of the supplier submission. 540.3.3 The Supplier may offer his standard specification providing he can demonstrate that the degree of surface preparation and protection are at least equal or superior to the ADMAOPCO specification. The manufacturer may submit his standard procedures for review and possible approval by ADMA-OPCO. Paint Manufacturer product technical data sheet will be required together with full application procedures.

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Repair procedure for Galvanized/Aluminized steel sheets (Aluzinc) coated with PVF2 (KYNAR) using DURANAR A.D.

PSN 550:

550.1.

SCOPE

Repair procedure for galvanized/aluminized steel sheets (Aluzinc) with PVF2 (KYNAR ) using DURANAR A.D. 550.2.

COVERAGE

This specification covers the minimum requirements for the surface preparation and application of Duranar A.D. air drying Fluorocarbon to damaged areas of Petrochem Aluzinc Cladding coated with PVF2. 550.3.


Section 6 & 7 of this Manual for surface preparation and Protective Coatings - shall apply to all paint application works. Refer to PPG Industries - Specifications for Duranar A.D. Coatings application to factory painted substrates and bare metal substrates. 550.4.

SURFACE PREPARATION

550.4.1 Minor Scratches a.

Where the damage consists of scratches which penetrate to the surface but do not penetrate the aluzinc coating, abrade each side of the scratch with a fine grade emery paper to remove the gloss surface of the coating without removing the coating or the primer.

b.

Where the surface is soiled with oil or dirt wash the surface with a detergent solution (TEPOL etc.), rinse with fresh clean water and allow the surface to dry thoroughly before performing the surface preparation. Heavy deposits may require removal by means of suitable solvents such as xylol, mineral spirits etc. in accordance with SSPC -SP1.

550.4.2 Damage Where Bare Metal or Corroded Areas are Exposed

3 Rev.

a.

Remove all water soluble salts, soils etc. by washing with a detergent solution as per Clause 550.4.1(b) above and thoroughly rinse with clean water.

b.

Wipe area with mineral spirits or xylol to remove oil and grease deposits.

c.

Brush blast clean the exposed metal surface to remove corrosion products. Care shall be taken not to remove the existing aluzinc coating. A fine grade of blasting medium should be used for this purpose. A bright metal finish with a blast profile not greater than 20-25 microns is required. In some cases a coarse grade of abrasive paper may achieve the desired degree of surface preparation.




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550.5.

PAINT APPLICATION

550.5.1 Minor Scratches a.

Contractor shall read carefully the coating Manufacturer 's application and mixing instructions which shall take preference over this document.

b.

After mixing the components in accordance with the instructions apply the Duramar A.D. with a very small brush or cotton swab.

550.5.2 Damage Where Bare Metal or Corroded Areas are Exposed

550.6.

a.

To the bare cleaned metal surface prepared as per Clause 550.4.2 apply PPG Polyclutch Wash Primer by brush application to give a dry film thickness of 10-15 microns. Contractor shall allow the wash primer to react with the metal surface and dry for a minimum period of 2 hours (refer to manufacturer's application instructions).

b.

Apply 1 coat of DURACRYL PRIMER on top of the wash primer by brush for spot priming or by spray for large areas to give a dry film thickness of 20 to 25 microns.

c.

Apply DURANAR A.D. coating by brush or spray to give a dry film 25 microns. Contractor shall strictly follow the thinning instructions when applying the coating to substrates at elevated temperatures up to 38°C (100°F). Contractor shall ensure that supplies of the correct solvents and thinners are available.

d.

The total dry film thickness (D.F.T.) shall be 55-65 microns.

INSPECTION



Product Manufacturer - PPG Industries.

PRODUCT DURANAR POLYCLUTCH WASH PRIMER DURACRYL PRIMER

3 Rev.

GRADE A.D. 97-687 1 PMY 22020




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External Steel surfaces using epoxy/polyurethane system for both in-house or factory application (Vendor Supply), at operating temperature below 120 oC.

PSN 620:

620.1

SCOPE

External steel surfaces using epoxy/polyurethane system for both in-house or factory application (Vendor Supply). 620.2

COVERAGE

This specification covers ADMA-OPCO minimum requirements for abrasive blasting and paint application of Epoxy/Polyurethane system to be used on all external steel surface s for offshore or Das Island installations including pipework fittings, structural steel, vessels, machinery, equipment, supports, weather enclosure cabinets, control panels, marshalling boxes, etc. NB: a.

The manufacturer may offer his standard specification providing he can demonstrate that the degree of surface preparation and painting is at least equal or superior to the ADMA-OPCO specification. The manufacturer may submit his standard procedures for review and possible approval by ADMA-OPCO. Paint Manufacturer product technical data sheet will be required together with full application procedures.

b. Neoprene, monel sheathing, high alloyed metals and cladded surfaces are excluded from the scope of this specification. c.

620.3.

For weather enclosure cabinets (Interior and Exterior) all steel sheets must be cut into the required dimensions and all the necessary bending, forming, drilling, punching and welding must be completed prior to any surface preparation operation.


Section 6 & 7 of this Manual for surface preparation and Protective Coatings - shall apply to all paint application works. For overseas factory application (Vendor supply) items, the provision of British Standard BS 5493, BS ISO 12944 & BS ISO 14713 shall apply.

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620.4.

SURFACE PREPARATION



Sa 2 1/2 to ISO 85001-1. 620.4.3 Blasting Profile Reading


Before the application of any coating the prepared surface shall be checked for soluble salts contamination. If salt contamination is found high pressure fresh water wash (3000 psi minimum) is mandatory and shall be repeated until a constant soluble salt level is obtained. Following wash down the steel surface should be re-blasted as explained above. No coating shall be applied until surface preparation is approved by the authorized ADMA-OPCO site representative. Generally surfaces shall be checked/treated as per Sub-section 7.5 of this Manual. 620.5.

PAINT APPLICATION

620.5.1 Coating Sequence

3 Rev.

a.


b.


c.

Apply by airless spray technique one full coat of high build epoxy polyamide to a minimum dry film thickness of 100 microns.

d.

Stripe coat all sharp edges of I sections, angle sections, welds, bolts, nuts, and any other areas which are not accessible by spray application with one coat brush applied high build epoxy polyamide.




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e.

Apply by airless spray technique one full coat of high build epoxy polyamide to a minimum dry film thickness of 100 microns.

g.


h.

Manufacturer's recommendations for maximum and minimum overcoating time shall be observed. However in all cases coating application shall be limited to one coat per day.

i.

When each coat is dry and before the application of a further coat, the whole surface to be painted shall be washed down with a high pressure fresh water. It shall be ensured that following wash down there is no surface soluble salt contamination.

k.

An extra stripe coat over the areas noted in Clauses 620.5.1(b) may be required between any coats at the discretion of ADMA-OPCO.

j.

Application of each coat shall be approved and surface cleanliness confirmed by the authorized ADMA-OPCO Representative before the next coat is applied.


Total dry film thickness shall be a minimum of 290 microns. For each individual coating the dry film thickness shall not be less than specified. 620.6.

INSPECTION

620.6.1 For In-house Application

In accordance with section 9 of this Manual. 620.6.2 For factory application (Vendor Supply) Items

620.7.

a.

Applicator shall provide his own means of carrying out surface profile, and dry film thickness measurement as well as soluble salt contamination tests.

b.

Any defect shall be repaired by the use of the surface preparation and paint application methods described in this specification and shall be approved by ADMA-OPCO.



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TABLE 620


Zinc Rich Epoxy

Epoxy HB



Ameron

Amercoat 68 BS

Amercoat 385

Amercoat 450S

Amerlock 400 (AL)

Berger

Zincanode 690

Epilux 218 HS

Luxathane 5160

Epimastic 5100 (AL)

Carboline

Carbozinc 860

Carboguard 190 HB

Carbothane 134

Carbomastic 90 (AL)

Hempel

Hempadur Zinc 15350


Hempathane 55210

Hempadur 45881 (AL)

International

Interzinc 72

Interguard 475HS

Interthane 990


Jotun

Barrier 90

Penguard Midcoat

Hardtop AS

Jotamastic 87 AL

Leigh’s

Epigrip M984

Epigrip L 653 T

Resistex M 137 T

Epigrip M294T

Sigma



Sigmadur Gloss


Sipco


Devran 224 HS

Devthane 369 UV

Bar-Rust 235 AL

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PSN 640:

640.1.

All external steel surfaces offshore or onshore required to be spot blasted, sweep blasted or hand tooled surface, cleaned and repaired or touched-up under the requirements of the maintenance program.

SCOPE

All external steel surfaces offshore or onshore required to be spot blasted, sweep blasted, or hand tool prepared, touched-up and coated under the requirements of the maintenance painting. 640.2.

COVERAGE

This specification covers ADMA-OPCO minimum requirements for maintenance and repair of and paint application of Epoxy/Polyurethane system to all external steel surfaces of all structures including platforms, structural steel, pipework, supports, all plant and equipment. 640.3.



SURFACE PREPARATION


All surfaces must be degreased, detergent washed with 5% biprox or equivalent, high pressure (3000 PSI minimum) fresh water washed and allowed to dry. Subsection 6.1 of this Manual shall be followed to satisfy the preliminary work requirements. 640.4.2 Degree of Cleanliness a.

Spot blast for Sa 2 ½ ISO 8501-1.

b.

Hand tool Prepared to St 3 ISO 8501-1.

c.

Sweep blast to provide a key for subsequent coats, should only remove /abrade the existing top coat as instructed by ADMA-OPCO.



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640.5.

PAINT APPLICATION


Apply to spot blasted areas, by brush or airless spry, depending on the area, one coat of surface tolerant epoxy at 125 microns.

b.

To the above areas apply a further coat of surface tolerant epoxy at 125 microns.

c.

To all sweep blasted areas apply one coat of a surface tolerant epoxy at 125 microns.

d.

To the above area apply one full coat of acrylic modified polyurethane at 50 microns.

e.

Apply stripe coats to all sharp edges of I sections, angle sections, welds, bolts, nuts and any difficult areas are required prior to coating.

f.


g.



640.6.

a.

Total dry film thickness of the spot blasted areas shall not be less than 300 microns.

b.

The total dry film thickness of the sweep blasted areas shall be a minimum of 175 microns above that of the sweep blasted areas and in no case shall be less than 300 microns.

INSPECTION




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TABLE 640

Manufacturer

3 Rev.

Product Surface Tolerant Epoxy

Polyurethane

Ameron

Amerlock 400 (AL)

Amercoat 450S

Berger

Epimastic 5100 (AL)

Luxathane 5160

Carboline

Carbomastic 90 (AL)

Carbothane 134

Hempel

Hempadur 45881 (AL)

Hempathane 55210

International


Interthane 990

Jotun

Jotamastic 87 AL

Hardtop AS

Leigh’s

Epigrip M294T

Resistex M 137 T

Sigma


Sigmadur Gloss

Sipco

Bar-Rust 235 AL

Devthane 369 UV




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APPENDIX-A: INSPECTION RECORDS

Daily Inspection Records and Reports shall include but not be limited to the following:A.1 Environmental Condition

Dry and wet bulb temperature. Relative Humidity Dew Point Steel temperature Sea state & wind speed.

a. b. c. d. e.

A.2 Degree Of Surface Preparation

Precleaning methods and procedures. Degree of cleanliness of prepared surfaces. Surface profile. Surface irregularities. Surface contamination.

a. b. c. d. e. A.3

Abrasive Materials

Manufacturer Type and size. Contamination.

a. b. c. A.4

Quality of Paint Application

Mixing and thinning. Method of application. Overcoating time. Curing time Contamination test W.F.T & D.F.T. Adhesion test Holiday detection test Coating Colour Batch numbers and product designations of coatings being applied.

a. b. c. d. e. f. g. h. i. j.

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A.5

Miscellaneous

Identification of individual items or areas of plant and equipment being painted . Detail of the area in which work is taking place . Recorded Approval of all items, sections of plant completed at each stage of surface Preparation and coating application . Recording any repair or further painting/lining that is necessary after finished work (e.g. from overspray, overblast mechanical damage etc.). Vessel logistical information. Surface preparation and paint application equipment details/log book. All stoppage due to weather or any other reasons.

a. b. c. d.

e. f. g.

A.6

3 Rev.

The Contractor paint inspection daily report form shall comply in principal with DMA-OPCO standard Painting Work Daily Report attached.




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APPENDIX - A (Cont’d) SURFACE PREPARATION & COATING DAILY REPORT Date: / / Location: Contractor:

Projects:

Paint Supervisor: Item Description: Paint Manufacturer:

Environmental Conditions

Logistical Considerations

Time Dry Bulb Wet Bulb R.H. Dew Point Steel Temp Wind Speed

Time of Permit Vessel Name Time of Arrival Time of Depart Sea State Mechanical Damage Yes  If Yes Date : / / Time :

o

C C % o C o C o

Supervisor ( ) Foremen ( ) Sprayers ( ) Scaffolders ( ) Compressors No of Units ( ) Blasting Pots ( ) Air Coolers ( ) H.P Water Pump ( Air Receiver ( ) Airless Spray Gun ( )

Work Force

Equipment

No 

Mechanics ( ) Helpers ( Scaffolders ( ) Blasters ( Total (CFM) ( ) Steam Cleaners ( Mixers ( Conventional Spray Gun (

) ) ) ) )

SPECIAL PREPARATION

Total Area Blasted % Area Blasted Today % Rework % Reason for Rework: …………………………………… ….. Type of Abrasives:

Degreasing H.P Water Cleaning Steam Cleaning Protection

Size:

Staple in this Area Textex Press - 0 - Film Tape Surface Profile Readings

   

Manufacturer :

PAINT APPLICATION PSN No.

Film Thick WFT DFT

Total Area Painted

%

Area Painted Today

3 Rev.

%

Area Considered

Rework

Comp %

%

Reason for Rework : --------------------------




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APPENDIX - B: PIPELINE IDENTIFICATION COLOURS SCHEME BASIC IDENTIFICATION IDENTIFICATION COLOUR

SECONDARY IDENTIFICATION COLOUR

BASIC IDENTIFICATION COLOUR

CRUDE OIL (LIVE)

BROWN (06 C 39)

YELLOW (10 E 53)

BROWN (06 C 39)

CRUDE OIL (STABILIZED)

BROWN (06 C 39)

GREEN (12 D 45)

BROWN (06 C 39)

CRUDE OIL (EXPORT)

BROWN (06 C 39)

LIGHT BLUE (20 E 51)

BROWN (06 C 39)

SEPARATED OIL

BROWN (06 C 39)

ORANGE (06 E 51)

BROWN (06 C 39)

RECOVERED OIL

BROWN (06 C 39)

VIOLET (22 D 45)

BROWN (06 C 39)

SOUR GAS (WET)

YELLOW OCHRE (08 C 35)

RED (04 E 53)

SILVER GREY (10 A 03)

RED (04 E 53)


SOUR GAS (DRY)


RED (04 E 53)

BROWN (06 C 39)

RED (04 E 53)


SWEET GAS (WET) <100 PPM H2S


SWEET GAS (DRY) <100 PPM H2S


FLARE GAS


VIOLET (22 D 45)


CONDENSATE


RED PURPLE (02 D 44)


GAS CONDENSATE


FUEL GAS


PIPE CONTENT


GREEN (12 D 45)


LIGHT GREEN (12 E 53)

RELIEF VENT


BROWN (06 C 39)

WHITE (00 E 55)

GREEN (12 D 45)


BLACK (00 E 53)

VIOLET (22 D 45)

WHITE (00 E 55)




VIOLET (22 D 45)


PROPANE




PILOT GAS TO FLARE


WHITE (00 E 55)


REBOILER VENT GAS


WHITE (00 E 55)

GREEN (12 D 45)

WHITE (00 E 55)


GAS TO ATMOSPHERE


WHITE (00 E 55)

VIOLET (22 (22 D 45)

WHITE (00 E 55)


HALON

LIGHT BLUE (20E 51)

GREEN (12 D 45)

INERGEN

LIGHT BLUE (20E 51)

VACUUM

LIGHT BLUE (20E 51)

YELLOW (10 E 53)

LIGHT BLUE (20E 51)

NITROGEN

LIGHT BLUE (20E 51)

ORANGE (06 E 51)

LIGHT BLUE (20E 51)

OXYGEN

LIGHT BLUE (20E 51)

RED (04 E 53)

LIGHT BLUE (20E 51)

INSTRUMENT AIR

LIGHT BLUE (20E 51)

BLACK (00 E 53)

LIGHT BLUE (20E 51)

INDUSTRIAL AIR

LIGHT BLUE (20E 51)

WHITE (00 E 55)

LIGHT BLUE (20E 51)

CHLORINE GAS

LIGHT BLUE (20E 51)

VIOLET (22 D 45)

LIGHT BLUE (20E 51)

CARBON DIOXIDE

LIGHT BLUE (20E 51)

BROWN (06 C 39)

LIGHT BLUE (20E 51)

GREEN (12 D 45)

FOAM (FIRE FIGHTING)

Rev.

GREEN (12 D 45)

LIGHT BLUE (20E 51)

RED 04 E 53

FIRE WATER

3


LIGHT BLUE (20E 51)

RED (04 E 53)


RED 04 E 53




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APPENDIX-B: PIPELINE IDENTIFICATION COLOURS SCHEME (Cont’d)




ACID

VIOLET (22 D 45)

WHITE (00 E 55)

VIOLET (22 D 45)

CAUSTIC SODA

VIOLET (22 D 45)

BLACK (00 E 53)

VIOLET (22 D 45)

PIPE CONTENT

STEAM

SILVER GREY (10A 03)

STEAM CONDENSATE


GREEN (12 D 45)


BUNKER FUEL

(BLACK 00 E 53)


(BLACK 00 E 53)

AVIATION FUEL

(BLACK 00 E 53)

VIOLET (22 D 45)

(BLACK 00 E 53)

FURNACE FUEL

(BLACK 00 E 53)

RED (04 E 53)

(BLACK 00 E 53)

KEROSINE

(BLACK 00 E 53)

ORANGE (06 E 51)

(BLACK 00 E 53)

GASOLINE

(BLACK 00 E 53)

YELLOW (10 E 53)

(BLACK 00 E 53)

DIESEL OIL

(BLACK 00 E 53)

WHITE (00 E 55)

(BLACK 00 E 53)

LUBE OIL

(BLACK 00 E 53)

GREEN (12 D 45)

(BLACK 00 E 53)

HYDRAULIC OIL

(BLACK 00 E 53)


(BLACK 00 E 53)

SEA WATER

GREEN (12 D 45)

WHITE (00 E 55)

GREEN

HOT WATER

GREEN (12 D 45)


GREEN (12 D 45)

SOUR WATER

GREEN (12 D 45)

YELLOW (10 E 53)

GREEN (12 D 45)

COOLING WATER

GREEN (12 D 45)

ORANGE (06 E 51)

GREEN (12 D 45)

UTILITY WATER

GREEN (12 D 45)

BROWN (06 C 39)

GREEN (12 D 45)

POTABLE WATER

GREEN (12 D 45)


GREEN (12 D 45)

BALLAST WATER

GREEN (12 D 45)

RED (04 E 53)

GREEN (12 D 45)

INJECTION SEA WATER

GREEN (12 D 45)

BLACK (00 E 53)

GREEN (12 D 45)

BOILER FEED WATER

GREEN (12 D 45)


GREEN (12 D 45)

EFFLUENT WATER

GREEN (12 D 45)


GREEN (12 D 45)

DEOXYGENATED DEOXYGENATED SEA WATER

GREEN (12 D 45)

VIOLET (22 D 45)

GREEN (12 D 45)

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APPENDIX - B: PIPELINE IDENTIFICATION COLOURS SCHEME (Cont’d) BASIC IDENTIFICATION COLOUR

PIPE CONTENT



OIL CORROSION INHIBITOR

ORANGE (06 E 51)

WHITE (00 E 55)

GREEN (12 D 45)

WHITE (00 E 55)

ORANGE (06 E 51)

GAS CORROSION INHIBITOR

ORANGE (06 E 51)

WHITE (00 E 55)

VIOLET (22 D 45)

WHITE (00 E 55)

ORANGE (06 E 51)

pH CONTROLLER

ORANGE (06 E 51)

WHITE (00 E 55)

BROWN (06 C 39)

WHITE (00 E 55)

ORANGE (06 E 51)

SCALE INHIBITOR

ORANGE (06 E 51)

VIOLET (22 D 45)

ORANGE (06 E 51)

OXYGEN SCAVENGER

ORANGE (06 E 51)


ORANGE (06 E 51)

CATALYST (COBALT CHLORIDE)

ORANGE (06 E 51)

BLUE (18 E 53)

ORANGE (06 E 51)

DEMULSIFIER

ORANGE (06 E 51)


ORANGE (06 E 51)

POLYELECTROLITE

ORANGE (06 E 51)

GREEN (12 D 45)

ORANGE (06 E 51)

BENTONITE

ORANGE (06 E 51)

YELLOW (10 E 53)

ORANGE (06 E 51)

BIOCIDE

ORANGE (06 E 51)

BROWN (06 C 39)

ORANGE (06 E 51)

METHANOL

ORANGE (06 E 51)

RED (04 E 53)

ORANGE (06 E 51)

DIETHANOLAMINE

ORANGE (06 E 51)


ORANGE (06 E 51)

CYCLOHEXALAMINE

ORANGE (06 E 51)


ORANGE (06 E 51)

GLYCOL (MEG)

ORANGE (06 E 51)

BLACK (00 E 53)

WHITE (00 E 55)

BLACK (00 E 53)

ORANGE (06 E 51)

GLYCOL ( TEG)

ORANGE (06 E 51)

BLACK (00 E 53)

RED (04 E 53)

BLACK (00 E 53)

ORANGE (06 E 51)

OPEN DRAIN


BROWN (06 C 39)

WHITE (00 E 55)

BROWN (06 C 39)


CLOSED DRAIN


DRAINS TO SEA


LIGHT BLUE(20 E 51)

WHITE (00 E 55)

LIGHT BLUE(20 E 51)


SLOPS


RED (04 E 53)

WHITE (00 E 55)

RED (04 E 53)


3 Rev.

YELLOW OCHRE (08 C 35) WHITE (00 E 55) YELLOW OCHRE (08 C 35) LIGHT GREEN (12 E 53)




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APPENDIX – C: APPLICATION OF COLOUR IDENTIFICATION SYSTEM

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APPENDIX – D: ABBREVIATIONS

Abbreviation

Description

ADMA-OPCO

Abu Dhabi Marine Operating Company

ANSI

American National Society Institute.

API

American Petroleum Institute.

BSI

British Standards Institute

HSE

Health, Safety & Environment

ISO

International Organization for Standardization

MEG

Moono ethylene Glycol

TEG

Tri ethylene Glycol

MIO

Micaceous Iron Oxide

NACE

National Association of Corrosion Engineers

QA

Quality Assurance

QAS

Quality Assurance System

QC

Quality Control

QMS

Quality Management System

TPA

Third Party Agency Steel Structure Painting Council.

SSPC

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APPENDIX –E: DEFINITIONS

Term

Definition

Company

The Abu Dhabi Marine Operating Company (ADMA-OPCO)

Contractor

Is the Company contracted to undertake the works of a Project and is accountable to ADMA-OPCO's nominated representative. It is also applicable to the Company contracted to undertake the Third Party Inspection & Verification Tasks (TPA) on behalf of ADMA-OPCO.

Manufacturer

The term " Manufacturer" as used in this Manual includes all Manufacturer/Vendors and sub-suppliers of Products covered by this Manual.

Quality Assurance

All those planned and systematic actions (QA) necessary to ensure quality i.e. to provide adequate confidence that a product or service will be fit for its intended purpose.

Quality Management System.

The structure organization, responsibilities, activities, resources and events that together provide organized procedures and methods of implementation to ensure the capability of the organization to meet quality requirements.

Quality Manual

A Document setting out the general quality policies, procedures and practices of an organization.

Quality Plan

A document prepared by the contractor setting out the specific quality practices, resources and activities relevant to a particular project. The structure organization, responsibilities, activities, resources and events that together provide organized procedures and methods of implementation to ensure the capability of the organization to meet quality requirements.

Quality System

The Third Party inspection organization appointed by ADMA-OPCO

Representative.

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APPENDIX-F: REFERENCED DOCUMENTS Unless otherwise specified, the latest edition of the Standard Engineering Documents listed below shall to the extent specified herein, represent part of this Standard. Designation

Title ADMA-OPCO

Procedure for hazardous waste management.

HSE-310 SL-001

Status List For ADMA-OPCO Standard Engineering Documents

PRO-00

Establishment, Development, Control & Application of ADMA-OPCO Standard Engineering Documents. ANSI- American National Society Institute

Exhaust Systems - Open-Surface Tanks - Ventilation and Operation

Z9.1

British Standards Institution BS 4800

Paint Colours for Building Purposes

BS 4275

Guide to Implementing an Effective Respiratory Protective Device Program

BS 5493

Code of Practice for Protective Coating of Iron and Steel Structures Against Corrosion

BS 12944

Paints and Varnishes - Corrosion Protection of Steel Structures by Protective Paint Systems

BS 14713

Protection Against Corrosion of Iron and Steel in Structures - Zinc and Aluminium Coatings - Guidelines

BS 7773

Code of Practice for Cleaning and Preparation of Metal Surfaces.

ISO- International Standardization Organization

ISO 8501-1

Preparation of Steel Substrates before Application of Paints and Related Products – Visual Assessment of Surface Cleanliness- Part 1: Rust Grades and Preparation Grades of Uncoated Steel Substrates and of Steel Substrates After Overall Removal of Previous Coatings

ISO 8501-2

Preparation of Steel Substrates before Application of Paints and Related Products – Visual Assessment of Surface Cleanliness- Part 2: Preparation Grades of Previously Coated Steel Substrates After Localized Removal of Previous Coatings First Edition

ISO 8501-3

Preparation of Steel Substrates before Application of Paints and Related Products – Visual Assessment of Surface Cleanliness- Part 3: Preparation Grades of Welds, Cut Edges and Other Areas with Surface Imperfections

ISO TR 8502-1

Preparation of Steel Substrates before Application of Paints and Related Products -Tests for the Assessment of Surface Cleanliness - Part 1- Field Test for Soluble Iron Corrosion Products.

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APPENDIX-F: REFERENCED DOCUMENTS (Cont.’d) Designation

Title ISO- International Standardization Organization

ISO 8502-6

Preparation of Steel Substrates before Application of Paints and Related Products – Tests for the Assessment of Surface Cleanliness - Part 6: Extraction of Soluble Contaminants for Analysis - the Bresle Method

ISO 8502-9

Preparation of Steel Substrates before Application of Paints and Related Products - Tests for the Assessment of Surface Cleanliness - Part 9- Field Method for the Conduct metric Determination of Water-Soluble Salts

Quality Management Systems - Requirements.

ISO 9001 ISO 2409

Paints and Varnishes – Cross – Cut Test.

ISO 4624

Paints and Varnishes – Pull- off Test for Adhesion.

ISO 10819

Mechanical Vibration and Shock - Hand-Arm Vibration - Method for the Measurement and Evaluation of the Vibration Transmissibility of Gloves at the Palm of the Hand

NACE - National Association of Corrosion Engineers

Discontinuity (Holiday) Testing of Protective Coatings

RP 0188 No. 10

Fiberglass-Reinforced Plastic (FRP) Linings Applied to Bottoms of Carbon Steel Aboveground Storage Tanks SSPC-PA 6

6A192

Dehumidification and Temperature Control During Surface Preparation, Application, and Curing for Coatings/Linings of Steel Tanks, Vessels, and Other Enclosed Areas SSPC – Steel Structure Painting Council

Solvent Cleaning (Steel Structures Painting Manual, Ch 2 - Surface Preparation Specification)

SP 1 Guide No. 12

Guide for Illumination of Industrial Painting Projects

PA.6

Fiberglass-Reinforced Plastic (FRP) Linings Applied to Bottoms of Carbon Steel Aboveground Storage Tanks NACE NO. 10

TR-3

Dehumudification and Temperature Control During Surface P reparation, Application, and Curing for Coatings/Linings of Steel Tanks, Vessels, and Other Enclosed Areas Others

American Conference of Government Industrial Hygienists

ACGIH

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Coating specification

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