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SIDMA SIDMAR R N.V. N.V. JOHN KENNEDYLAAN 51 9042 GHENT

TEL. 09/347.31.11

REF. JCOE/MRCA

FAX 09/347.49.06

FILE

TELEX 11491

DATE OCTOBER 2004

SUBJECT:

GENERAL SPECIFICATION FOR PAINTING WORK =========================================

ABE-019 C

This specification specification annuls and supersedes supersedes specification ABE-019B ABE-019B of April 1996 and Var 057, ref. MRCA/LBOND/00, in its most recent version.

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

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CONTENTS =================== Page

1.

INTRODUC INTRODUCTION........................... TION........................................... ................................. ................................. ................................. ................................. ................4

2.

GENERAL GENERAL PROVISION PROVISIONS S ................................. .................................................. ................................. ................................. .............................. .............4

3.

PERFOR PERFORMAN MANCE CE TERMS TERMS AND AND CONDIT CONDITION IONS S ON PLACE PLACEMEN MENT T OF THE ORDER ORDER ....... .......9 9 3.1. Paint Paint .................................. ................................................... ................................. ................................. ................................. ................................. ................... ..9 3.2. Personnel............................. Personnel............................................. ................................. .................................. ................................. .............................. ..............10 10 3.3. Use of scaffoldi scaffolding............................ ng............................................ ................................. .................................. .................................. ................... ..10 10

4.

TECHNICA TECHNICAL L REQUIREME REQUIREMENTS....... NTS........................ .................................. .................................. ................................. ........................... ...........11 11 4.1. General General ................................. .................................................. ................................. ................................. .................................. ............................ ...........11 11 4.2. Surface Surface preparati preparation............................... on............................................... ................................. ................................. .............................. ..............12 12 4.2.1. 4.2.1. Unpainte Unpainted d material............................. material............................................. ................................. ................................. ...................... ......12 12 4.2.2. 4.2.2. Painted Painted material material................ ................................ ................................. ................................. ................................. ....................... ......15 15 4.3. Performin Performing g the painting painting work................ work ................................. .................................. ................................. .............................. ..............16 16 4.4. Film thickness thickness................. .................................. ................................. ................................. .................................. ................................. ................... ...18 18 4.5. Special Special cases cases .................................. .................................................. ................................. .................................. ................................. ................... ...19 19 4.5.1. 4.5.1. 4.5.2. 4.5.2. 4.5.3. 4.5.3. 4.5.4. 4.5.4.

Touching Touching up ................................. .................................................. ................................. ................................. ............................ ...........19 19 Filling Filling joints joints and and gaps................... gaps................................... ................................. .................................. ............................ ...........19 19 Walkway Walkway grating gratings s and struct structural ural elements elements ................................ ................................................ ................20 20 Thermally Thermally galvan galvanised ised materi material al and zinc-ri zinc-rich ch primer primer coats coats ......................... .........................20 20

5.

SCHEDUL SCHEDULE.............................. E.............................................. ................................. ................................. ................................. ................................. ................... ...20 20

6.

PREPARIN PREPARING G REFERENC REFERENCE E SURFACES SURFACES .................................. ................................................... ................................. ................... ...21 21

7.

PENAL PENAL PROVISION PROVISIONS S ................................ ................................................. ................................. ................................. .................................. .................22 22

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

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1.

INTRODUC INTRODUCTION........................... TION........................................... ................................. ................................. ................................. ................................. ................4

2.

GENERAL GENERAL PROVISION PROVISIONS S ................................. .................................................. ................................. ................................. .............................. .............4

3.

PERFOR PERFORMAN MANCE CE TERMS TERMS AND AND CONDIT CONDITION IONS S ON PLACE PLACEMEN MENT T OF THE ORDER ORDER ....... .......9 9 3.1. Paint Paint .................................. ................................................... ................................. ................................. ................................. ................................. ................... ..9 3.2. Personnel............................. Personnel............................................. ................................. .................................. ................................. .............................. ..............10 10 3.3. Use of scaffoldi scaffolding............................ ng............................................ ................................. .................................. .................................. ................... ..10 10

4.

TECHNICA TECHNICAL L REQUIREME REQUIREMENTS....... NTS........................ .................................. .................................. ................................. ........................... ...........11 11 4.1. General General ................................. .................................................. ................................. ................................. .................................. ............................ ...........11 11 4.2. Surface Surface preparati preparation............................... on............................................... ................................. ................................. .............................. ..............12 12 4.2.1. 4.2.1. Unpainte Unpainted d material............................. material............................................. ................................. ................................. ...................... ......12 12 4.2.2. 4.2.2. Painted Painted material material................ ................................ ................................. ................................. ................................. ....................... ......15 15 4.3. Performin Performing g the painting painting work................ work ................................. .................................. ................................. .............................. ..............16 16 4.4. Film thickness thickness................. .................................. ................................. ................................. .................................. ................................. ................... ...18 18 4.5. Special Special cases cases .................................. .................................................. ................................. .................................. ................................. ................... ...19 19 4.5.1. 4.5.1. 4.5.2. 4.5.2. 4.5.3. 4.5.3. 4.5.4. 4.5.4.

Touching Touching up ................................. .................................................. ................................. ................................. ............................ ...........19 19 Filling Filling joints joints and and gaps................... gaps................................... ................................. .................................. ............................ ...........19 19 Walkway Walkway grating gratings s and struct structural ural elements elements ................................ ................................................ ................20 20 Thermally Thermally galvan galvanised ised materi material al and zinc-ri zinc-rich ch primer primer coats coats ......................... .........................20 20

5.

SCHEDUL SCHEDULE.............................. E.............................................. ................................. ................................. ................................. ................................. ................... ...20 20

6.

PREPARIN PREPARING G REFERENC REFERENCE E SURFACES SURFACES .................................. ................................................... ................................. ................... ...21 21

7.

PENAL PENAL PROVISION PROVISIONS S ................................ ................................................. ................................. ................................. .................................. .................22 22

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COMPENSA COMPENSATION TION & ADDITIONA ADDITIONAL L WORK.............................. WORK.............................................. ................................. ...................... .....22 22 8.1. Compensa Compensation tion ................................ ................................................. .................................. .................................. ................................. ................... ...22 22 8.2. Restrictio Restrictions ns on on compen compensati sation............. on.............................. ................................. ................................. ................................. ................23 23 8.3. Addition Additional al work............................. work.............................................. .................................. ................................. ................................. ...................... .....23 23 8.4. Daily Daily working working hours................. hours ................................. ................................. ................................. ................................. ............................ ...........23 23

9.

AWARDING AWARDING OF THE ORDER ORDER ................................ ................................................ ................................ ................................. ....................... ......23 23

10. USE OF HEAT-R HEAT-RESIST ESISTANT ANT PAINT PAINT SYSTEMS SYSTEMS ON STEEL STRUCTURES AND PIPES..............................................................................23 PIPES..............................................................................23

 Annex 1  Annex 2  Annex 3  Annex 4  Annex 5  Annex 6  Annex 7  Annex 8

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

Guarantee Certificate Certificate .................. ......... .................. ................... ................... ................... ................... ................... ............... .....25 25 Reference surface surface report............. ................... ......... ................... ................... ................... ................... ............... .....26 26 Certificate of performance performance of the work.................... work.......... ................... ................... ................... ................ .......27 27 Summary sheet..... ................... .......... ................... ................... .................. .................. ................... ................... .................. .........28 28 Daily log........ log .................. ................... ................... ................... .................. ................... ................... ................... ................... ................ .......30 30 Notification sheet sheet .................. ......... .................. ................... ................... .................. ................... ................... ................... ............ ..33 33 Non-conformity report report ................... ......... ................... ................... ................... .................. ................... ................... ............. ....34 34 Paint system data sheets sheets ................... .......... .................. ................... ................... .................. ................... ................. .......35 35 ====================

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INTRODUCTION 1.1. This specification is applicable to all contracts for painting work performed at the expense of SIDMAR. 1.2. This specification is applicable to all painting work that must be performed on SIDMAR installations, both inside and outside their boundaries, by non-SIDMAR companies or persons who are not SIDMAR employees. This specification is to be regarded as an extension to general specifications ( Algemeen ( Algemeen Bestek ) ABE-001 and ABE-003 (in the versions stated on the order sheet). 1.3. This specification constitutes an entity, and in general it specifies directions that are to be strictly observed. observed. This does not not affect the fact that painters painters must respect respect the generally accepted and known rules of the art. The technical description appended to the request for quotation and/or order is based on this specification and shall refer to this specification. 1.4. The attention of the contractor is in particular drawn to the need for strict compliance with the general provisions of the work regulations (standing employment conditions) and the ARAB (general regulations for industrial safety, hygiene and health), as well as the SIDMAR safety regulations and terms and conditions of operation. If despite having received written warning a contractor does not immediately take the necessary actions to comply with the safety regulations, the principal reserves the right, on his own initiative, to perform such work as may be necessary to ensure the safety of the personnel and installations, at the cost and risk of the contractor. If the contractor fails to comply with these provisions and remarks in this regard are made by safety agents or representatives of SIDMAR, the contractor must do everything possible to comply with these provisions; otherwise the work will be suspended, with all resulting additional costs to be borne by the contractor. 1.5. No painting work may be performed on Saturdays, Sundays or public holidays unless prior permission for this is explicitly given on the order sheet. 1.6. This specification is not restrictive in its description; rather, it always demands of the contractor that the work be done according to the ‘rules of the art’ in order to obtain the best results.

2.

GENE GENER RAL PROV PROVIS ISIO ION NS 2.1. The contractor is considered to be acquainted with the material to be painted, including its condition and intended use, use, the condition of the surface in all of its parts, the operational circumstances, the environment, etc. In short, the contractor is considered to be acquainted with all factors necessary to prepare a knowledgeable offer.

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2.2. The contractor shall prepare his bid in accordance with the request issued by the principal, based on the directions described below and those specified in the special provisions. A coating system differing from the proposed system may optionally be submitted for consideration. consideration. 2.3.  A contractor who accepts an order undertakes to fully and unconditionally unconditionally respect the general and technical provisions governing performance performance of the work. 2.4. For certain methods of work regarding preparation or painting of the surface that are left to the initiative of the contractor, the contractor must submit such methods to the principal for prior approval. 2.5. It is the duty of the contractor to advise the principal in writing of every circumstance in conflict conflict with the provisions provisions of the technical regulations regulations if any such circumstance exists when the offer is tendered or arises while the work is being performed, or if compliance with any provision or regulation of any sort is impaired by such circumstance. If the contractor has failed to act in accordance with this responsibility, such circumstances may not be used as arguments for accepting deficient work. 2.6. The contractor shall at all times allow the performance of his work to be inspected by technical representatives of SIDMAR and the specified suppliers of coating materials, as well as by inspectors of inspection bodies designated by SIDMAR, without such inspections thereby reducing the responsibility of the contractor. The inspection body shall have full say in the work of the painting contractor and shall be able to intervene directly in this work. If the work is found to be unsatisfactory as the result of such inspections, the contractor shall make the necessary repairs at his own expense. Following this, the principal shall shall request a new new inspection by the inspection body. body. The costs of this re-inspection shall be borne by the contractor. 2.7.  All remarks, recommendations recommendations and desiderata shall be submitted directly to the contractor or his site manager in writing, and they shall be acted upon precisely and immediately. 2.8. The contractor shall inform the SIDMAR representative or his deputy: a)

when when start startin ing g new new work work or or resum resumin ing g work; work;

b)

each time time before before starting starting to apply apply a new new coat, coat, so that that a daily daily inspection inspection can can be made;

c)

when when the the wor work k is is fin finis ishe hed; d;

d)

in this this regard, regard, refer refer also also to the detai detailed led descri descriptio ption n of how the the work work is to be started.

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2.9.  An independent body acting on the orders of both parties is to be designated by the parties to act as sole adjudicator for settling all disputes or questions of interpretation with regard to the present contract, its annexes and the purchase orders. In the event of failure to comply with the directions stipulated by the inspection body within the specified period, the agreement shall be dissolved in part or in its entirety by action of law and at the expense of the contractor, without such action in any way restricting the right of the principal to claim compensation for damage. This explicitly binding stipulation does not deprive the principal of his right to choose between compulsory performance and dissolving the agreement, which shall be communicated by means of a registered letter. 2.10. If after placement of the order the contractor has begun the work later than what was planned and/or has not begun the work, and/or there is not sufficient time to perform the work in accordance with the agreement, and/or the requested date has passed and operational demands make it impossible to perform the assigned work, the agreement shall be dissolved by SIDMAR by action of law at the expense and cost of the contractor, who shall thus no longer be entitled to possibly perform the assigned work at a later date. 2.11. The contractor shall submit evidence of adequate insurance for paint damage suffered by third parties, without thereby relieving the contractor of his contractual liability with respect to SIDMAR as regards possible damage to the property of SIDMAR. The term ‘third parties’ is understood to include SIDMAR employees. 2.12. The contractor shall take the necessary measures to prevent damage to or contamination of surrounding installations and the property of third parties and SIDMAR, especially when performing spray-painting and sandblasting work. These measures include, among others, checking the wind direction, rinsing the spraying equipment in a closed circuit, covering the working area with drop cloths, etc. 2.13. All damage to installations resulting from painting work must be repaired or compensated at the expense of the contractor. 2.14. Damage to neighbouring installations resulting from abrasive blasting shall be repaired as promptly as possible, taking the coating system used into account. 2.15. Damage to neighbouring installations, measurement equipment, any sort of display or indicator, pump shutoff valves, piping, light fixtures, insulation, thermal insulation material, etc. due to paint splashes, drips or the like must be repaired immediately, and certainly before the paint has dried. The degreaser approved by the agreement shall be used for this purpose. Nothing prevents the contractor from adequately protecting all of these objects before commencing the work. 2.16. Identification plates of accessories, as well as all moveable parts and guideway surfaces, shall not be allowed to be covered by paint or damaged by abrasive blasting work. 2.17. Remarks made by the SIDMAR supervisor are to be acted upon without further comment; otherwise the work will be suspended immediately.

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2.18. SIDMAR reserves the right to demand immediate withdrawal of a worker or site manager employed by the contractor if such person shows himself incompetent to perform the work, does not comply with remarks or advice, or does not comply with the provisions of the ABE-003 specification in the version stated on the order sheet. The contractor shall promptly replace any such person without thereby imposing any costs on SIDMAR. 2.19. Cleaning up abrasive media a.

Roadways and pathways must be cleaned up daily by the painting contractor.

b.

On completion of the work and preferably while the work is in progress, the contractor shall clean up the installations and any surrounding installations. This must be done at all times on the simple request of SIDMAR.

c.

SIDMAR shall be responsible for cleaning up accumulated abrasive media on the ground, flat roofs and/or large work floors.

d.

On completion of the work, the contractor shall leave the site in a fully cleaned-up state (including removing sand and other rubbish), without leaving behind any items belonging to him (such as paint pots, brushes, ropes, etc.). This also applies to instances of prolonged interruption of the work. If this provision is not satisfied within one week of completion of the work, the painter shall be given written notice of default and SIDMAR shall order a clean-up at the expense of the contractor found to be in default.

2.20. Damage – Responsibilities Before starting the work, the contractor is obliged by the Principal to prepare a detailed written description of the condition of the installation and have it confirmed by a responsible person from the requesting department. If this is not done and costs arising from damage to the installations must be borne by the Principal after the work is done, such costs will be charged directly to the contractor without any form of recourse. 2.21. Directions to be followed when starting a job Note: In the event of negligence or failure to comply with the following directions, the planned work will not be allowed to start, and should it nevertheless be started, it will be stopped immediately and without recourse, with all associated consequences to be borne by the contractor. Directions a)

The painter must meet with the requesting department and the site compliance office at least five days before the start of blasting or painting work. The following items will be discussed at this meeting: 1. - site layout - work distribution, planning, and schedule - classification of work zones

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- working methods - maintaining a daily log 2a.On this occasion, the work permit will also be prepared by the requesting department and issued to the contractor, who must additionally comply with the directions of ABE-003 in the version stated on the order sheet. 2b.The following directions apply to maintaining a daily log: The contractor shall at all times personally monitor and measure the following parameters and record them in the daily log: · · · ·

relative humidity (before starting work and when the work is started) dew point (as above) metal temperature (as above) the film thicknesses of the applied coatings (wet and dry film thickness)

Note that it is essential to have good meteorological conditions before starting the work, and these conditions must be recorded in the daily log, along with the time when they were measured, before the work is actually started. 3. Defining and discussing demarcation of the hazard zone and any re-routing of roadways that may be necessary. The official painting work (Schilderwerken ) notice will also be prepared by the requesting department at this time. 4. Defining restrictions with regard to abrasive blasting work. b)

Practical implementation of the previously discussed items when starting the work. 1. With regard to the above-mentioned items a.1 and a.2, refer to the provisions of specification ABE-003 (in the version stated on the order sheet). 2. For item a.3: The contractor shall place traffic signs, barricades, and marker ribbons (red/white striped) as necessary to block off: - car parks, - and/or the discussed roadway detours, as stated on the official notice. The necessary material is available from the GBD - Maintenance department (tel. 3790-3792) and is to be obtained there on site by the contractor.  After the areas to be blocked off, as previously agreed and marked on the official notice, have been properly barricaded or marked and the necessary notices have been placed on signs (with regard to duration, alternate parking locations, etc.), the contractor shall inform the plant security office (Post 1, tel. 3691). The plant security office shall immediately conduct a tour with the contractor to confirm compliance with blocking off the areas specified on the official notice and posting the traffic regulations.

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 After inspection and approval of the above, the contractor shall present the work permit to the plant security office for signature. 3. Temporary removal of barriers for reasons other than nights and weekends. If the work is interrupted (due to rain, for example), the contractor must remove the barriers from the blocked-off areas and render the posted traffic signs ineffective. When resuming work, the contractor must again restore the barriers or markings after consultation with the requesting department.

3.

c)

All machinery used by the contractor that can impair traffic in any manner whatsoever must be readily visible during and after work and must be clearly marked.

d)

If abrasive media that ends up on the road surface can cause any sort of traffic hazard, the contractor must on his own initiative place ‘slip hazard’ and ’10 km/h max.’ road signs (available from the GBD - Maintenance department) for traffic in both directions.

e)

Before the work is started, a list containing the following information must be submitted to Security Post 1: - company name - products being used - correct location - paint supplier 

f)

Fire-fighting materials must be present close to where the painting work is being performed. SIDMAR resources may possibly be used for this purpose (but only after consultation with the responsible person).

g)

The technical specifications and material safety data sheets for the products being used by the contractor must be available and must remain on the work site as long as the work is in progress.

PERFORMANCE TERMS AND CONDITIONS ON PLACEMENT OF THE ORDER 3.1. Paint The contractor for the painting work shall purchase and store the necessary quantities of paint (stored in a dry, frost-free, cool and well ventilated location). When delivering the paint to the site, the contractor shall first have the delivered paints inspected by the Sidmar supervisor with regard to quantity and proper condition of the packages and labels. Containers must not be opened before actual use. All containers must be sealed when they are delivered to the site. Paint containers must be clearly marked by the supplier, and the markings must remain legible until after the containers have been used. When they are delivered, these packages must be labelled in conformance with the applicable statutory provisions. The individual components of multi-component paints are to be stored separately.

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 After each job has been completed, the SIDMAR supervisor and the contractor will  jointly check whether any paint is left over. 3.2. Personnel On confirmation of the order, the contractor shall submit for approval the names of the site supervisor and painters he intends to employ to perform the work. SIDMAR shall provide the contractor with an access card in the form of a badge for each employee assigned to perform the work. The employees employed to do the work must leave the SIDMAR site no later than 30 minutes after the end of normal working hours. In the event of failure to comply with these provisions, the contractor shall on his own initiative provide a written explanation of the reason; otherwise the employees in question will be denied access to SIDMAR for an indefinite time. SIDMAR reserves the right to question the contractor’s site supervisor with regard to the requirements imposed on performing the assigned work. If this does not yield a satisfactory result, the contractor shall be notified that he is in default in this regard, and consideration may be given to the option of suspending the work until the supervisor is question is replaced. 3.3. Use of scaffolding Use of scaffolding is subject to the provisions of General Specification ABE-007 (in the most recent version).

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TECHNICAL REQUIREMENTS 4.1. General 4.1.1.For the best possible quality, careful preparation of the surfaces to be painted is essential. These surfaces must always be completely dry and free of welding spatter, rust, dust, grease, oil, and other contamination before the paint coats are applied. To this end, the surface shall always be cleaned using a suitable solvent in accordance with the SSPC-XP1 standard, a high-pressure water stream (60 bar minimum), or steam. 4.1.2.If the surface of the steel is exposed to a polluted environment, such as an atmosphere containing a high concentration of salts, it shall first be cleaned with pure water before any other surface preparation is performed, such as de-rusting or abrasive blasting. 4.1.3.After pre-treatment of the surface of the steel, the blasting grit, dust and the like must be thoroughly removed, after which a primer coat is to be applied no later than three hours after de-rusting and before any noticeable rust or contamination has again formed on the surface of the steel. 4.1.4.In specifically identified zones where there is a risk of gas explosion or dust explosion, only non-sparking mechanical tools are be used. As the derusting grade can never be expected to be ST3 in such areas, ST2 is designated as the standard to be attained. The primer coat is to be chosen to match the pre-treatment, rather than selecting the pre-treatment to correspond to the capabilities of the primer. 4.1.5.Work performed on the construction site: each coat must be applied separately using a brush and/or roller, unless otherwise directed or agreed in consultation with the department manager. Primer coat: the primer coat must be applied using a brush. The remainder of the structure of the coating system can be applied using a roller and/or brush. Work performed in workshops: spraying can always be used, but only after all welds, sharp edges, edges, corners, etc. have first been painted. This applies to all coats. 4.1.6.It is essential to avoid condensation of water on the abrasive-blasted surface. 4.1.7. If existing paint coatings are not abrasive blasted, they must be thoroughly scoured and/or brush-off blasted, with deep blasting on already corroded areas. 4.1.8. All new welds must be abrasive blasted and then coated using the full coating system as specified (vacublast is to be used on pipes.) Deviation from manual de-rusting to ST 3 is only possible if written approval by the order administrator is granted before the order is awarded.

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4.1.9. If abrasive blasting is not possible, the surface must be thoroughly derusted by hand to ST 3 cleanliness grade and the specified surface roughness, with a minimum of 50 microns or otherwise as described in the technical specifications of the paint supplier (on condition that written approval has been granted by the order administrator). 4.1.10. All black-iron bolts must be abrasive blasted and coated using the specified paint system (galvanised bolts are thus excepted from this rule). 4.1.11. All worn areas must be thoroughly dusted before any paint is applied. 4.1.12. Sharp edges must be rounded off (according to ISO 12944-3, pp. 12–13: 2-mm radius for all cut and welded edges, drilled holes, etc.). 4.2. Surface preparation 4.2.1

Unpainted material Various types of surface preparation are possible, such as manual derusting, dry blasting, grit blasting, wet blasting, etc. We generally prefer grit blasting unless otherwise specified in the technical requirements specification of the request for quotation, in which case the method specified there is to be used. Note: The contractor must thoroughly wash and degrease the surface before performing any sort of de-rusting treatment. This is to be done using water under high pressure (p = 60–80 bar, T = 60 °C) and a detergent, following which the treated area is to be thoroughly rinsed with clean water. a)

Thorough manual de-rusting and removal of mill scale Practically all rust, mill scale and gross contamination must be removed from the surface using manual or machine de-rusting. The treatment consists of: -

Thoroughly chipping off oxides, gross contamination and loose mill scale using all suitable means, whether manual or mechanical, including rotary brushes, sanding sponges, sandpaper, scaling hammers with needles, etc. The use of putty knives is prohibited. This treatment must never cause the treated areas to become polished; in other words, a certain amount of surface roughness must always be retained, in particular with a value of least 50 microns (Rz), with a maximum of 80 microns (Rz).

-

Dust off the surface under vacuum using dry compressed air.

-

The end result must correspond to the Swedish St 3 cleanliness grade (in accordance with ISO 8501-1:1988), and the de-rusted areas are to show a distinct metallic sheen.

The paint must be applied as quickly as possible, and in particular within three hours after de-rusting of the surface to be treated.

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b)

Thorough de-rusting using dry sandblasting with materials such as sand, cork, pits, or sponge The surface of the steel must be thoroughly de-rusted using a clean and completely dry abrasive media projected by compressed air that is free of water and oil. To obtain dry compressed air, the compressed air system must be fitted with an aftercooler with adequate capacity relative to the size of the system. (Refer to the technical specifications of the compressor and aftercooler.) The abrasive media is to be selected to obtain a surface roughness compliant with the paint system to be applied and in accordance with the technical specifications of the paint suppliers. The treatment consists of: -

Grinding off surface irregularities such as folds, burrs, cutting marks, welding splash, welding beads, etc.

-

Abrasive blasting using compressed air to achieve complete derusting, removal of mill scale and other contamination.

-

Dust off the surface using vacuum or compressed air free of water and oil. The final result obtained in this manner is comparable to a de-rusting grade of SA 2.5 according to the Swedish SIS standards (in accordance with ISO 8501-1:1988), with a minimum surface roughness of 50 microns (Rz) and a maximum of 80 microns (or as otherwise specified in the technical specifications of the paint supplier).

Check for the presence of mill scale by moistening the surface with white spirit or using the Cu SO 4 test. The paint must be applied within a short period, and no later than three hours after de-rusting. c)

White blasting using grit blasting This method is always to be used by preference unless otherwise stated in the request for quotation or the order. The surface of the steel must be made completely white using a clean and completely dry abrasive media. The compressed air system must be fitted with an aftercooler with adequate capacity relative to the size of the system, and the compressor must be a screw-type compressor. (Refer to the technical specifications for the compressor and aftercooler.)

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The abrasive media is to be selected to obtain a surface roughness compliant with the paint system to be applied. The treatment consists of: -

Grinding off surface irregularities such as folds, burrs, cutting marks, welding splash, etc.

-

Grit blasting using compressed air free of water and oil such that inspection of the surface using a magnifying glass or CuSO 4 test does not reveal the slightest trace of rust, mill scale or other contamination after it has been treated.

-

Dusting off the surface using vacuum or compressed air free of water and oil.

Vacuum dusting is mandatory for flat horizontal surfaces larger than 50 m². The final result obtained in this manner corresponds to the SA 2.5 cleanliness grade (in accordance with ISO 8501-1:1988) as specified in the Swedish SIS standards, with a minimum surface roughness between 50 and 80 microns (Rz). The paint must be applied within a short period, and no later than three hours after de-rusting. d)

White blasting using wet sandblasting (hydro-jet) The surface of the steel must be completely whitened using an abrasive media projected by pressurised water. The treatment consists of: -

Grinding off surface irregularities such as folds, burrs, cutting marks, welding splash, etc.

-

Projecting the abrasive media using passivated water (water treated by adding a rust inhibitor) under pressure, such that inspection of the surface using a magnifying glass or CuSO4 testing does not reveal the slightest trace of rust, mill scale or other contamination after the surface has been treated.

-

Rinsing with passivated water.

-

Inspection of the white-blasted surface, followed by touch-up work as necessary and re-rinsing. The final result obtained in this manner corresponds to the SA 3 de-rusting grade as specified in the Swedish SIS standards and a surface roughness in accordance with the product to be used.

The paint is applied to the surface when it is completely dry, but at most 24 hours after it has been whitened.  At the time when the paint is applied, the condition of he surface must still meet the requirements of the SA 2.5 standard.

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4.2.2. Previously painted material Here again various types of pre-treatment are possible. Our preference is for thorough manual de-rusting and/or brush-off blasting, or as otherwise stated in the requirements specification of the request for quotation. Note: The contractor must thoroughly wash and degrease the surface before starting manual or mechanical de-rusting. This is to be done using water under high pressure (p = 60–80 bar, T = 60 °C) and a detergent, following which the treated area is to be thoroughly rinsed with clean water. a)

Thorough manual de-rusting The surface of the material must be cleaned down to solid metal by fully removing all corrosion products (powdery, scabby and scaly rust, loosely bonded mill scale, etc), old paint in poor condition (poorly attached, flaking, blistered, cracked, etc.) and the various sorts of contamination. The treatment consists of: -

Whitening the steel to grade St 3 at all eroded and heavily damaged locations using all suitable means, whether manual or mechanical, including scrapers, hammers with rotary brushes, sanding sponges, scaling hammers with needles, etc. These treatments can be replaced by brush-off blasting the surface to be painted, with deep blasting to SA 2.5 on corroded areas.

 Always use items 2 and 4 after manual de-rusting and brush-off blasting (see lists in Annex 8). -

Putty knives are prohibited.

-

Lightly smooth the entire surface using sandpaper or steel wool.

-

Remove the dust using vacuum or dry compressed air.

The paint is to be applied, either in the form of touching up or coating the entire surface, within a short period but always within the same day on which the de-rusting is done. All areas that are manually de-rusted must be fully coated with paint on the same day. b)

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

For other types of preparation: see Section 4.2.1 (new, unpainted material).

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4.3. Performing the painting work 4.3.1.1.Paint can only be applied to completely clean, dry, degreased and dustfree surfaces. This applies to the application of each layer. This must be achieved as follows: .

Degrease using warm water under pressure with added detergent.

.

Thoroughly rinse using clean water.

.

Remove any contamination that may be present, even if this requires scraping off the contaminated area and touching it up.

.

Touch up any damaged areas using all previously applied paint layers.

4.3.1.2.All preservation activities (including surface preparation work) shall always be performed with a steel surface temperature at least 3 °C above the dew point . 4.3.1.3.In addition, the relative humidity shall not exceed 85% unless products are used that can tolerate values greater than this according to their technical specifications. The work shall always be postponed if one or more of these conditions is not met, unless explicit written permission is granted by the responsible Sidmar manager (as recorded in the daily log). 4.3.1.4.Preparatory surface treatment (pre-blasting) is allowed under non-compliant meteorological conditions, but it must always be followed by final reworking under good conditions. 4.3.1.5.During the performance of the work, the contractor shall always ascertain that good meteorological conditions are present. The following calibrated measurement equipment is required for this purpose: · relative humidity gauge · dew point gauge · surface thermometer  4.3.2. Preparation of the surface and application of the first coat of paint must occur in regular sequence within a short period, and as a matter of principle on the same day. 4.3.3. The necessary precautions must be taken to avoid contamination of the freshly applied paint by dust or grit arising from de-rusting. 4.3.4. Unless otherwise specified in connection with the order, all coats of paint must be applied using paintbrushes in good condition that are compatible with the type of paint used and the shape of the material to be painted, and which have very short handles (50 cm max.). 4.3.5. To obtain good filling of surface irregularities, the primer coats must always be applied using a brush. Rollers can only be used for the second coat and following coats. Spray painting is also prohibited at SIDMAR as a matter of

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principle, although it can be used with the approval of the order administrator. 4.3.6. Any deviation from these provisions must be documented in an explicit written approval issued by the principal. 4.3.7. The paint is to be mixed mechanically with full dispersion of the pigments until the composition of the paint is fully homogeneous. 4.3.8. It is prohibited to pour paints before the pigments have been thoroughly mixed with the binder. 4.3.9. When mixing two-component paints, the ratio shall be very strictly observed. Only the amounts that can be used on the same day are to be mixed. Inspections shall be made to verify this. 4.3.10. Paints shall be used and applied according to the directions of the paint supplier. If it is found that the ratio is incorrect or too much paint has been prepared, the contractor shall provide an additional amount of paint to replace the amount squandered in that manner. 4.3.11. If necessary, the paint shall be poured through a sieve to remove oxidation skins. 4.3.12. The contractor is personally responsible for providing the necessary compressed air. In no case may compressed air be tapped off from SIDMAR installations without prior agreement confirmed at the time of order and under the conditions set by SIDMAR. 4.3.13. Thinning the paint with white spirit or any other thinner of any sort is strictly prohibited, except following formal approval by the principal and the paint supplier. 4.3.14. The various successive paint coats of a coating system must come from the same paint supplier. 4.3.15. The paint must be applied in accordance with the instructions of the paint supplier, in such a manner that a homogeneous and coherent film is achieved.  Any paint coat that has an inferior or deficient appearance due to poor performance of the work or negligence must be removed at the expense of the contractor. 4.3.16. Approval of the Principal must be obtained before starting to apply any coat of paint, for each stage of the selected coating system. 4.3.17. All parts to which paint is applied without prior permission shall be restored to their original condition by removing the paint, at the cost of the contractor. 4.3.18. Paint is always to be applied starting from the highest point and working downward to the lowest point.

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4.3.19. Every special or abnormal condition that could impede compliance with any sort of regulation or instruction must be reported immediately to the principal. 4.3.20. All  joints, welds, edges, signs, bolts, pits and sharp corners (inside and outside corners) must first be painted using a brush before starting to paint parts of an installation using spray-painting or roller painting. This applies to all coats of the paint system. 4.3.21. For painting work in closed spaces (tanks, cellars, etc.), the contractor shall provide forced ventilation as necessary to remove solvent vapours. For painting work in areas with explosion hazards (such as the extractor hall KF and benzol factory KF), it is mandatory to use wet sandblasting instead of dry sandblasting, and non-sparking techniques must be used for manual de-rusting. 4.4. Film thickness a)

Before each coat of the various paint coats of a system is applied, the necessary thickness measurements shall be made on the previous coat by the inspector of the party performing the work. The next coat can only be applied following approval by the order administrator and optionally the inspection body. Before starting the painting work, the painting contractor shall provide his site manager with the following items: -

wet-film thickness gauge dry-film thickness gauge relative humidity gauge contact thermometer for coatings

This equipment is mandatory and must be shown before starting the work. Before applying the next coat, the contractor shall ascertain that the specified film thickness has been adequately achieved and shall record this thickness in the daily log. b)

Dry-film thickness measurement 1.

The specified coating thicknesses are to be regarded as minimum coating thicknesses, with the 80–20 rule being applicable as the criterion for acceptance of the dry-film thickness. The work shall be approved only if 80% of the measurements are in the range equal to or greater than the thickness stated in the requirements specification document. The remaining 20% of the measurements must not be less than the absolute minimum value, which is 80% of the specified coating thickness. The maximum thickness must not exceed the value specified in the technical specifications of the paint supplier. Any excess thickness must be taken into account by adjusting the recoat time.

2.

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

‘Alligator skin’ and wrinkles due to excess thickness shall not be tolerated, nor shall skins resulting from oxidation of the paint (if the paint is not filtered after mixing and comes from a previously used container) be

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tolerated. If air bubbles are enclosed in a dry film of paint, the affected areas shall be sanded and recoated. c). The contractor is to have the wet film measured in order to monitor the film thickness while the paint is being applied.

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4.5. Special cases 4.5.1. Touching up Touching up a paint coat or a paint system consists of repairing the paint coat or system in question, such that the full integrity of the coat or system is achieved. If the order includes touching-up, execution of the work must satisfy the following conditions: a)

Touching-up is only allowed if its extent is less than 40% of the surface area to be restored; otherwise the entire surface must be painted.

b)

Regardless of the condition of the paint, all edges and strapping must be touched up.

c)

The touch-up coat must overlap the intact portion of the old paint by several centimetres, or in other words, up to 5 cm past the edges of the de-rusted areas, which are to be prepared using sandpaper before the paint is applied. The painter shall always ensure that the touched-up areas have neat borders. If loose edges of residues of the old paint are present, they must be completely removed and then repainted with an overlapping coat.

d)

A paint coat that has been restored by touching up must no longer show the least sign of corrosion. Before the intermediate and/or final coats are applied, the already painted surfaces are to be cleaned if contamination is present, such as dust, sand, etc. This can be done using compressed air, possibly by wiping clean with solvents, or by light sanding. Old paint coatings must always be lightly sanded before being painted.

Note:  A zinc-rich primer coat shall never be applied to brush-off blasted or manually de-rusted surfaces or to existing paint coatings, but only to white abrasive-blasted material (SA 2.5). Suitable primers are available for manually de-rusted and brush-off blasted surfaces (see the lists in Annex 8 of this document). 4.5.2. Filling joints and gaps Special attention is to be given to joints, gaps and strapping. Following thorough de-rusting and inspection to verify that they are completely dry, they are to be coated with the primer coats using brushes specially designed for this purpose as necessary. Narrow joints and gaps where the paint cannot be properly applied shall be filled using a filling compound, sealing caulk or adhesive putty that is compatible with the paint system, and whose composition must always be reported to the principal. The filling must be uninterrupted and regular, and the filling compound or putty shall have a smooth surface such that no seepage of water is possible. The filling compound or putty applied to the corners of the strapping joints shall be ground to a bevel. After filling has been completed, the paint system can be further applied.

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4.5.3. Walkway gratings and structural elements  All structural elements that must be removed or loosened before painting shall always be replaced and securely fastened by the contractor at the end of each day’s work and on completion of the work. Loose parts shall be clearly marked in a highly visible manner in order to prevent accidents. 4.5.4. Thermally galvanised material and zinc-rich primer coats Before any paint is applied, the surface must be fully and thoroughly washed and degreased using warm water under high pressure and a detergent, following which it is to be thoroughly rinsed with clean water. This is also understood to mean that all ‘white rust’ (zinc salts) and other contamination on these surfaces are to be carefully removed.

5.

SCHEDULING a)

Sidmar determines when the various activities of the work are to be performed, taking into account the general coordination of the plant.

b)

In order to permit regular monitoring of the work and the progress of the activities, the contractor shall state the presumed duration of the work and the anticipated crew composition (number of persons) for each process, taking into account contingency for weather conditions. Exception:

For application of PU-1 composite coating systems, it is possible to work at temperatures down to –5 °C and relative humidity up to 98%, so this restriction is naturally not applicable in such case.

This schedule must be in the possession of the requesting Sidmar department before the work is started. The various successive processes must follow each other without extended interruptions (not more than 72 hours for paint coats); otherwise it must be decided in joint consultation with the principal how the further course of the activities will proceed. If there are interruptions that are longer than what is provided above for reasons not attributable to the principal, or in case of force majeure, any additional costs that may arise shall be borne entirely by the contractor. This refers to any additional preparation of the surface that may be necessary to restore it to the proper condition, washing with warm water under pressure, sanding previous layers, etc. In case of work performed on a cost-plus basis, daily reports shall be prepared using SIDMAR document no. 560-002/02-9 (Daily Report) as stipulated in Article 7, Section 3.4 of ABE-001 (in the version stated on the order sheet).

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PREPARING REFERENCE SURFACES The signed guarantee certificate (Annex 1) is based on comparison of reference surfaces with the remainder of the installation. For this purpose, a portion of the prepared surface (covered with a coat of clear varnish) shall be retained as a reference with regard to the degree of de-rusting for the entire lifetime of the work. It is assumed that the work on the rest of the installation is performed in the same manner as on the reference surface. One or more reference surfaces will be specified by the Principal. One of these surfaces must be prepared immediately when the work is started. For this purpose, the painting contractor shall generate a written report signed by the following three parties: - the contractor  - the paint supplier  - the principal and/or the inspection body The various reference surfaces are to be prepared using the paint system described on the order sheet, in the presence of technical representatives of the three or four parties listed above. The painting contractor is to inform the parties in a timely manner of the dates when the reference surfaces are to be prepared. Following completion of the work, these surfaces are to be outlined and the date, order number and name of the painter are to be noted. None of these activities prevents the painter from continuing to perform the work on the installation as specified. Provisional completion shall be declared during the month after the work has been completely finished, all material has been removed from the site, and a joint inspection of this has been carried out by the technical representatives of: -

the painting contractor  the paint supplier  the principal the inspection body

For this purpose, the painting contractor shall submit an official request t o the requesting department of Sidmar for provisional completion in accordance with Article 9.7 of  ABE-001. Definitive completion shall take place one year after provisional completion, as stipulated in specification ABE-001 (in the version stated on the order sheet). The paint supplier and the painting contractor are held jointly responsible for proper maintenance of the system. To this end, both parties shall sign a guarantee certificate. Should a problem nevertheless arise during the above-mentioned period, the painter will be so informed by SIDMAR by means of a registered letter. If notice of the complaint is given during the course of the first half of the painting season (until the end of July), the repair work must without fail be performed during the second half. If the complaint arises during the second half of the painting season, the repair work is to be performed in the following painting season, with its duration not to exceed one third of the original duration for the entire installation.

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The repairs to be performed shall first be jointly discussed with the paint supplier, SIDMAR and the inspection body. If the painting contractor does not comply with the above provisions, SIDMAR reserves the right to have the repair work performed by a different painting contractor with the entire cost to be borne by the contractor in default, provided that the latter is first notified that he is in default. The repairs are to be conceived such that they are fully equivalent to the system in place and have the same appearance after the end of the guarantee period as that of the reference surfaces.

7.

PENAL PROVISIONS Each instance of any violation of the provisions stated above shall be penalised by deduction of at most 10% of the total amount to be paid. The following activities are subject to being penalised under the terms of this provision (note that these are cited as examples and do not constitute an exhaustive list):

8.

-

painting without the prior agreement of the SIDMAR supervisor 

-

using solvents or improper solvents (more than 3% of the amount permitted by the paint supplier as indicated in the technical specifications)

-

using paints other than the specified paints

-

using solvents from suppliers other than the supplier of the paint products

-

failure to used the specified application method

COMPENSATION & ADDITIONAL WORK 8.1. Compensation Work interruption imposed by the Principal a)

Personnel - If the contractor is informed in advance (by at least 24 hours), no compensation of any sort shall be granted by Sidmar. - If notice is given on the same day, Sidmar will pay the number of lost hours for the day in question, to the extent that the employees of the contractor cannot be assigned to a different job. In such case, the personnel will remain at the disposition of Sidmar, who can assign them specific tasks.

b)

Machinery and material If the down time amounts to more than 5% of the number of working days planned for the work by the contractor, the latter can claim the additional costs for the lost days for each elapsed day.

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8.2. Restrictions on compensation a)

If the contractor does not comply with the planned schedule (scheduled working days and the provisions of Section 5), no compensation will be paid.

b)

This restriction is also applicable if the contractor remains in default with regard to measures to be taken.

8.3. Additional work If supplementary work is requested by the Principal during the course of the activities, it shall be charged based a refutable rate for the activities in question, and the price shall be calculated based on the fixed value of the contract. 8.4. Daily working hours If for certain reasons the working hours must be shifted (always in eight-hour blocks), no additional payment for overtime will be made if the shifted hours lie with the range of 06.00 hours to 20.00 hours.

9.

AWARDING OF THE ORDER The order shall be awarded by price comparison, taking into consideration conformity with the request for quotation as well as the restrictive and supplementary terms and conditions set by the contractor.  All necessary information is to be provided by the contractor by means of the forms shown in the Annex section, which form an integral part of the quotation.

10. USE OF HEAT-RESISTANT PAINT SYSTEMS ON STEEL STRUCTURES AND PIPES Procedure for use of heat-resistant paint systems on steel structures Surface preparation - Remove oil and grease using a suitable detergent. - Break sharp edges using mechanical tools. - Blast to SA 2.5 with a minimum surface roughness corresponding to Rugotest No. 3,

BN10a. This corresponds to a Ry roughness of 80 microns and an Rz of at least 50 microns.

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Applying the paint system -  Apply a suitable paint system according to the temperature.

System 1: 80 °C to 200 °C  Apply one coat of zinc silicate (75 micron DFT) followed by a silicone acrylate paint applied in one or two 25-micron coats. Colour: aluminium System 2: 200 °C to 450 °C  Apply one coat of zinc silicate (75 micron DFT) followed by a silicone paint applied in two 30-micron coats. Colour: aluminium System 3: 80 °C to 450 °C  Apply one coat of zinc silicate (75 micron DFT) followed by one coat of a one- or twocomponent inorganic silicate paint with a dry-film thickness of 75 microns. Colour: grey; tints depending on paint supplier. Note: the stated temperature values are average values, not peak values. Remarks and items to note -  Abrasive blasting must always be used, including touch-up work on construction sites. - For tubing and pipes, projection vacuum blasting shall be used with a cleanliness -

-

grade of SA 2.5 and a minimum surface roughness of 50 microns (Rz value). Structural sections shall always be blasted using sharp grit (screening essential) to obtain the above values with regard to cleanliness and roughness. The paint coats shall always be applied using spray-painting methods. Deviations from this rule are only possible with the approval of the order administrator, in consultation with the paint supplier and possibly with the inspection agency. The zinc silicate coat must always be fully cured before the painted item is overcoated or transported. Curing must be verified using the MEK test, which involves rubbing the painted surface with a saturated wad (40 ´). The paint must not dissolve. The mixing ratio specified by the paint supplier must always be observed. The specified film thickness must always be maintained, since excessive thickness creates a risk of cracking (breaking of the paint film). None of the measured values may be greater than the value stated in the requirements specification plus 20% (e.g., for 75 microns the largest allowable value is 90 microns). Surface preparation is very important with regard to both cleanliness and roughness. The atmospheric humidity must be at least 75% when zinc silicate is applied, since this coating cures by reacting with moisture. Elevated humidity accelerates curing. It may be necessary to spray the painted surface with water to obtain full curing. The zinc dust must be added to the liquid portion, rather than the other way around. Continuous mechanical stirring is necessary. Poorly accessible locations, corners and welds must always be pre-painted (25 micron DFT). This thickness must be taken into account when overspraying. It is very important for trapped gasses, air bubbles and solvents to be able to escape from the paint film, since otherwise blistering of the paint film will occur.

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- The silicone top coat must be held at a temperature of 200 °C for five days to achieve

full curing.

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 Annex 1

FIVE YEAR GUARANTEE CERTIFICATE

Order sheet no.

In accordance with the conditions of General Specification ABE-019 and the general provisions of Sections 8.1.2 and 9.3.1, General Specification ABE-001, the undersigned,

Mr

, from the company  – paint manufacturer,

Mr

- – painting contractor,

declare that they jointly and severally bear responsibility for the proper execution and maintenance of the painting work entrusted to them. The condition is stated to be corrosion grade Re O of the European standards (0% corrosion formation on completion of the guarantee period) for the entire installation. The reference area as defined in Section 6 of requirements specification ABE-19 shall serve as the basis for comparison.

Paint manufacturer:

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

Painting contractor:

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 Annex 2

REFERENCE SURFACE REPORT

Order sheet no.: Description of the work:

The undersigned, Mr

,

of the company hereby declares that all of the conditions stipulated in Section 6 of General Specification  ABE-019 (in the version stated on the order sheet) have been satisfied and that he has appended the Guarantee Certificate form, signed by him and the paint manufacturer, to the confirmation of the order sheet.

Signed in agreement: SIDMAR representative:

Painting contractor:

Paint manufacturer:

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 Annex 3

CERTIFICATE OF PERFORMANCE OF THE WORK

Order sheet no.: Description of the work:

The undersigned, Mr of the company hereby declares that the work described above has been finished to complete satisfaction in accordance with the entire specified system.

Signed in agreement: SIDMAR representative:

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

Painting contractor:

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SIDMAR N.V.

Annex 4

OUR REQUEST FOR QUOTATION No. A …

SUMMARY SHEET FOR PAINTWORK OFFERS FOR WORK WITH A VALUE GREATER THAN 50,000 EUROS

NAME OF CONTRACTOR:

I.

DATE:

DESCRIPTION OF THE INSTALLATION WITH BOUNDARIES

Measured surface area 1)

m²

Actual execution: * Preparation:

-

blasting grade Sa.

-

de-rusting grade St.

* System: a)

Paint quality: system * primer coat: Total anticipated weight of paint

kg

* other coats: Total weight of paint per coat

kg

b)

Paint supplier 

c)

Guarantee certificate (annex to ABE-019)  A certificate is required for each supplier if there is more than one supplier. Certificate(s) must be attached.

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* Application of the system -

only brush and/or roller  spray-painting a) Spray nozzle diameter  b) Type of spraying equipment c) d)

2)

3)

Required blocking-off radius m Indicate the area to be blocked off on an attached ground plan in the annex.

Material required for performing the work a)

Compressor(s) :

- capacity - quantity

b)

Aftercooler(s) :

- capacity - quantity

c)

Air conditioning equipment Specifications Power supply

d)

Scaffolding: add sketch as attachment.

e)

Drop sheets: anticipated surface area

f)

Lighting: -

fixed placement

. .

voltage power

V W

-

moveable

. .

voltage power

V W

Required personnel - Quantity . .

painters foremen

- Company working hours Daily work: from hrs to

4)

m²

hrs

Performance schedule in normal working days (see ABE-019 with regard to rain days)

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

d

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 Annex 5

SIDMAR N.V.: Painting Work

Order sheet ref. no.

:

DAILY LOG

Plant Location RFQ ref. no.

: Sidmar N.V. Ghent : :

Date: ...../...../.....

SPECIFICATIONS Paint supplier: st Criterion 1 coat: nd Sa ..... 2 coat:

Surface preparation Old coating Corrosion  Abrasive  Abrasive blasting blasting Scouring Manual de-rusting Brush-off  Abrasive blasting blasting

 Arrival

System no.: ...../.....

rd

St .....

3 coat:

Sa .....

4 coat:

th

Meteorological conditions .... : .... .... : .... .... : .... .... : ....

Departure

 Air temperature (dry bulb)  Air temperature (wet bulb) Surface temperature Dew point

Weather conditions Sunny Changeable Heavy clouded Misty or foggy 3 °C minimum 85% maximum

Tsurf  – Tdew point (DT) Relative humidity Preparation Start: Dusting Degreasing

.......... : .......... hours Yes / No OK / NOK Yes / No OK / NOK

Solvent cleaning HP cleaning

Yes / No Yes / No

Start ... / ... hrs ... : ... hrs

Coat

Batch no. – A comp.

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

HPWJ / UHPWJ Manual & mechanical de-rusting Abrasive blasting Other  

.......... : .......... hours WJ ... St .....

OK / NOK OK / NOK

Sa .....

OK / NOK

Execution of painting work Location and object

Coat

Curing: OK / NOK

OK / NOK OK / NOK

Finish:

Batch no. – B comp.

MEK test: OK / NOK (zinc silicate)

Brush / Roller / Airless

Ratio: OK / NOK

Finish ... : ... hrs ... : ... hrs Wet film thickness ( mm)

Visual appearance: OK / NOK

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Remarks

Film thickness measurements Coat / / /

Location & object

Coat / / /

Min. DFT

Adhesion Location & object

Remarks

SKETCH OF THE ITEMS:

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

Avg. DFT

Max. DFT

OK / NOK

Result

OK / NOK

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Supplementary directions for completing the daily log 1. A daily log sheet must be completed in full for each working day. 2. The meteorological conditions are to be measured immediately on arrival at the work site and recorded in the daily log. 3. The meteorological conditions are to be measured at least twice for each full working day: (1) when the surface preparation or painting is started, and (2) after the midday break. 4. In case of doubtful meteorological conditions (changeable or rainy weather, etc.), measurements are to be made more often. 5. The daily logbook, with all of the daily log sheets, must always be present on the work site.

Applicator Company: Name: Signature: Date:

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

Inspection agency

Paint supplier

Principal SIDMAR N.V.

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 Annex 6

SIDMAR 

TO: Sidmar N.V.

Order administrator  Mr

I NSP E CTI ON AG ENCY

FAX NUMBER 09/347.**.**

Date:

REASON: COM P ANY

TELEPHONE: MOBILE: FAX:

PROJECT MANAGER:

PROJECT NOTIFICATION PROJECT SIDMAR ORDER (NO.) DEPARTMENT: LOCATION: OBJECT: SIDMAR PROJECT MANAGER:

Telephone:

SCHEDULE START OF WORK:  ANTICIPATED DURATION: ONLY IN CASE OF DOWN TIME: Down-time date: Down-time date: Down-time date: PAINT SYSTEM SIDMAR SYSTEM (SEE TECHNICAL SPECIFICATION MRCA/LBON/99) SYSTEM:  A B C D E F G H CODE: 1 2 3 NON-SIDMAR SYSTEM – TECHNICAL SPECIFICATIONS APPENDED SUPPLIER: Surface preparation: Primer coat: Intermediate coat 1: Intermediate coat 2: Intermediate coat 3: Top coat 1: Top coat 2: Misc. (caulking, etc.)

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

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PLANNED COLOURS FOR EACH COAT:  Arcelor / Sidmar  Attn Mr Marc Carnoy John Kennedylaan, 51 B-9042 GHENT

 Annex 7 Date:

...../...../.....

Copy

· --------------------------------------------------------------· --------------------------------------------------------------· ---------------------------------------------------------------

NON-CONFORMITY REPORT Project: Contractor: Non-conformity:

Corrective action:

Response / Solution:

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

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Prepared by:

Signature:

 ANNEX 8

ZONE

Aggressive

Non- aggressive

· ·

PRE-TREATMENT SA 2.5

PRE-TREATMENT ST3

1

2

3

4

Pre-treatment SA 2.5: white blasting Pre-treatment ST2 or ST3: ST2: manual de-rusting in gas zones only using non-sparking tools and equipment ST3: mechanical de-rusting and scouring Note: This St 3 treatment may possibly be replaced by brush-off blasting, with deep blasting to SA 2.5 on corroded areas.

System: · · · ·

Pre-treatment SA 2.5  Apply one coat of zinc-rich primer (min. 90% Zn in dr y film thickness) using twocomponent epoxy paint  Apply one or two micaceous iron oxide intermediate coats using two-component micaceous iron oxide epoxy paint (min. 40% micaceous iron oxide in dry film thickness)  Apply one top coat using one- or two-component polyurethane paint.

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

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PRE-TREATMENT SA 2.5

ZONE

Aggressive

·

·

·

Non-aggressive

·

·

·

PRE-TREATMENT ST2–ST3

1 coat Reacor 2K EP 50ZN with 40 micron DFT 2 coats Reacor 2K EP 57EG with 80 micron DFT each coat 1 coat Lacor 2K PUR 6700 SGL with 40 micron DFT

·

1 coat Reacor 2K EP 50ZN with 40 micron DFT 1 coat Reacor 2K EP 57EG with 80 micron DFT 1 coat Lacor 2K PUR 6700 SGL with 40 micron DFT

·

·

·

·

·

1 coat Reasolid HS 2K EP 501 ZP with 40 micron DFT 2 coats Reacor 2K EP 57 EG with 80 micron DFT each coat 1 coat Lacor 2K PUR 6700 SGL with 40 micron DFT

1 coat Reasolid HS 2K EP 501 ZP with 40 micron DFT 1 coat Reacor 2K EP 57 EG with 80 micron DFT 1 coat Lacor 2K PUR 6700 SGL with 40 micron DFT

Supplier for Germany, Poland, Rumania and the Czech Republic: Lacor Lackfabrik Wersig&Schatt KG In der Bruchwies 3 66663 Merzig Germany Monday–Thursday: Friday:

8.00–16.30 hours 8.00–14.00 hours

Mr Port: Phone: +49 / 6861-700433 Fax: +49 / 6861-700410 E-mail: [email protected]  At other times: Mr Luipers Mobile: +49 / 170 2808138

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

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PRE-TREATMENT SA 2.5

ZONE

·

Aggressive

·

·

·

Non- aggressive ·

·

PRE-TREATMENT ST3

1 coat APECOAT ZINC RICH PRIMER E8 with 40 micron DFT 2 coats APECOAT MIO E93 with 80 micron DFT each coat 1 coat ACRYDUR FINISH A5456 with 40 micron DFT

·

1 coat APECOAT ZINC RICH PRIMER E8 with 40 micron DFT 1 coat APECOAT MIO E93 with 80 micron DFT 1 coat ACRYDUR FINISH A5456 with 40 micron DFT

·

DFT: dry film thickness of each coat

·

·

1 coat APECOAT PRIMER E81 with 60 micron DFT 2 intermediate coats APECOAT MIO E93 with 70 micron DFT each coat 1 coat ACRYDUR FINISH A5456 with 40 micron DFT

1 coat APECOAT PRIMER E81 with 60 micron DFT · 1 coat APECOAT MIO E93 with 70 micron DFT · 1 coat ACRYDUR FINISH A5456 with 40 micron DFT

SYSTEM A 1 3

SUPPLIER: AALTERPAINT N.V. Venecolaan, 8 9880 AALTER  Attn Mr Franky Callens Tel. 09/374.17.65 Fax 09/374.56.43 Mobile 0486/40.01.94

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

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PRE-TREATMENT SA 2.5

ZONE

·

Aggressive

·

·

·

Non- aggressive ·

·

PRE-TREATMENT ST3

1 coat AMERCOAT 124 AS with 40 micron DFT 2 coats AMERCOAT 182 (different colours) with 80 micron DFT each coat 1 coat AMERCOAT 450 with 40 micron DFT

·

1 coat AMERCOAT 124 with 40 micron DFT 1 coat AMERCOAT 182 with 80 micron DFT 1 coat AMERCOAT 450 with 40 micron DFT

·

DFT: dry film thickness of each coat

·

·

1 coat AMERLOCK 400 ALU with 60 micron DFT 2 coats AMERLOCK 400 colour  with 70 micron DFT each coat 1 coat AMERCOAT 450 with 40 micron DFT

1 coat AMERLOCK 400 ALU with 60 micron DFT · 1 coat AMERLOCK 400 with 70 micron DFT · 1 coat AMERCOAT 450 with 40 micron DFT

SYSTEM B 1 3

SUPPLIER: AMERON B.V. J.F. Kennedylaan, 7 - P.O. BOX 6 NL 1190 GA GELDERMALSEN  Attn Mr Leslie Cairns Tel. 03/658.84.73 Fax 03/658.49.37 Mobile 0475/65.88.47

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

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PRE-TREATMENT SA 2.5

ZONE

·

Aggressive

·

·

·

·

Non- aggressive ·

·

PRE-TREATMENT ST3

1 coat HEMPADUR ZINC 1736 grey 1983 with 40 micron DFT 1 coat HEMPADUR 4720 grey 1243 with 80 micron DFT 1 coat HEMPADUR 4720 red 5063 with 80 micron DFT 1 coat HEMPATHANE TOPCOAT 5521 with 40 micron DFT

·

1 coat HEMPADUR ZINC 1736 grey 1983 with 40 micron DFT 1 coat HEMPADUR 4720 MIO 1243 with 80 micron DFT 1 coat HEMPATHANE TOPCOAT 5521 with 40 micron DFT

·

DFT: dry film thickness of each coat

·

·

·

1 coat HEMPADUR 4720 red 5063 with 60 micron DFT 1 coat HEMPADUR 4720 MIO 1243 with 70 micron DFT 1 coat HEMPADUR 4720 colour to suit top coat with 70 micron DFT 1 coat HEMPATHANE TOPCOAT 5521 with 40 micron DFT

1 coat HEMPADUR 4720 red 5063 with 60 micron DFT · 1 coat HEMPADUR 4720 MIO 1243 with 70 micron DFT · 1 coat HEMPATHANE TOPCOAT 5521 with 40 micron DFT

SYSTEM C 1 3

SUPPLIER: HEMPEL Belgium N.V. Sint Pietersvliet, 7 2000 ANTWERP  Attn Mr Van Delm Tel. 03/220.61.60 Fax 03/220.61.79 Mobile 0475/51.58.35

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

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PRE-TREATMENT SA 2.5

ZONE

·

Aggressive ·

·

·

Non- aggressive ·

·

PRE-TREATMENT ST3

1 coat GALVOXY FA 1101 with 40 micron DFT 2 coats OXYPAINT HB IJZERGLIMMER with 80 micron DFT each coat 1 coat CRYLTANE AC FINISH with 40 micron DFT

·

1 coat Galvoxy FA 1101 with 40 micron DFT 1 coat Oxypaint HB IJzerglimmer  with 80 micron DFT 1 coat Cryltane AC Finish with 40 micron DFT

·

DFT: dry film thickness of each coat

·

·

1 coat POLYSILCO with 60 micron DFT 2 coats OXYPAINT HB IJZERGLIMMER with 70 micron DFT each coat 1 coat CRYLTANE AC FINISH with 40 micron DFT

1 coat Polysilco with 60 micron DFT · 1 coat Oxypaint HB IJzerglimmer  with 70 micron DFT · 1 coat Cryltane AC Finish with 40 micron DFT

SYSTEM D 1 3

SUPPLIER: LIBERT PAINTS Nekkersputstraat, 189 9000 GHENT  Attn Mr R. Van De Veire Tel. 09/216.88.70 Fax 09/226.61.81 Mobile 0475/95.13.91

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

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PRE-TREATMENT SA 2.5

ZONE

·

Aggressive

·

·

·

Non- aggressive ·

·

PRE-TREATMENT ST3

1 coat PAULYCOTE ZINKSTOF 1214C with 40 micron DFT 2 coats PAULYCOTE SEALER 960 (colour of second coat to suit top coat) with 80 micron DFT each coat 1 coat PAULYTHANE FINISH AK with 40 micron DFT

·

1 coat PAULYCOTE ZINKSTOF 1214C with 40 micron DFT 1 coat PAULYCOTE SEALER 960 with 80 micron DFT

·

1 coat PAULYTHANE FINISH AK with 40 micron DFT

DFT: dry film thickness of each coat

·

·

1 coat PAULYCOTE HS PRIMER ALU with 60 micron DFT 2 coats PAULYCOTE SEALER 960 (colour of second coat to suit top coat) with 70 micron DFT each coat 1 coat PAULYTHANE FINISH AK with 40 micron DFT

1 coat PAULYCOTE HS PRIMER ALU with 60 micron DFT · 1 coat PAULYCOTE SEALER 960 (colour to suit top coat) with 70 micron DFT each coat · 1 coat PAULYTHANE FINISH AK with 40 micron DFT

SYSTEM E 1 3

SUPPLIER: PAULYPAINT N.V. Havenlaan, 8 3980 TESSENDERLO  Attn Mr I. Collyn Tel. 09/372.87.36 Fax 09/372.76.80 Mobile 0477/34.15.67

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

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PRE-TREATMENT SA 2.5

ZONE

·

Aggressive

·

·

·

·

Non- aggressive ·

·

PRE-TREATMENT ST3

1 coat SIGMARITE ZINC PRIMER 40 micron DFT 1 coat SIGMACOVER CM Miocoat 80 micron DFT 1 coat SIGMACOVER CM Miocoat 80 micron DFT 1 coat SIGMADUR HB Finish (520) 40 micron DFT

·

1 coat SIGMARITE ZINC PRIMER 40 micron DFT 1 coat SIGMACOVER CM Miocoat 80 micron DFT 1 coat SIGMADUR HB Finish (520) 80 micron DFT

·

DFT: dry film thickness of each coat

·

·

1 coat SIGMACOVER ALUPRIMER 70 micron DFT 2 coats SIGMACOVER CM Miocoat 70 micron DFT each coat 1 coat SIGMADUR HB Finish (520) 40 micron DFT

1 coat SIGMACOVER ALUPRIMER 70 micron DFT · 1 coat SIGMACOVER CM Miocoat 70 micron DFT · 1 coat SIGMADUR HB Finish (520) 40 micron DFT

SYSTEM F 1 3

SUPPLIER: SIGMAKALON N.V. Tweemontstraat, 104 2100 DEURNE  Attn Ms Diane De Groote Tel. 03/360.63.11 Fax 03/360.64.30 Mobile 0475/40.96.12

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

2 4

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PRE-TREATMENT SA 2.5

ZONE

·

Aggressive

·

·

·

Non- aggressive ·

·

PRE-TREATMENT ST3

1 coat BARRIER with 40 micron DFT 2 coats PENGUARD STAYER with 80 micron DFT each coat 1 coat HARDTOP HB with 40 micron DFT

·

1 coat BARRIER with 40 micron DFT 1 coats PENGUARD STAYER with 80 micron DFT each coat 1 coat HARDTOP HB with 40 micron DFT

·

·

·

1 coat JOTAMASTIC 87 with 80 micron DFT 2 coats PENGUARD STAYER with 80 micron DFT each coat 1 coat HARDTOP HB with 40 micron DFT

1 coat JOTAMASTIC 87 with 80 micron DFT · 1 coat PENGUARD STAYER with 70 micron DFT · 1 coat HARDTOP HB with 40 micron DFT

Note: The dry film thickness of JOTAMASTIC 87 must be at least 80 microns in order to obtain a closed paint film (different from our usual system).

DFT: dry film thickness of each coat

SYSTEM G 1 3

SUPPLIER: PINGUIN PAINTS BVBA Havenlaan, 62 9060 ZELZATE  Attn Mr F. Lammens Tel. 09/342.01.48 Fax 03/342.01.49 Mobile 0475/41.05.94

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

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[email protected]

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

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PRE-TREATMENT SA 2.5

ZONE

·

Aggressive

·

·

·

Non- aggressive ·

·

PRE-TREATMENT ST3

1 coat FLEXCOAT ZINC RICH PRIMER 016 with 40 micron DFT 2 coats FLEXCOAT MIO 017 with 80 micron DFT each coat 1 coat ACRYDUR FINISH A5456 with 40 micron DFT

·

1 coat FLEXCOAT ZINC RICH PRIMER 016 with 40 micron DFT 1 coat FLEXCOAT PUR MIO 017 with 80 micron DFT 1 coat ACRYDUR FINISH A5456 with 40 micron DFT

·

·

·

1 coat FLEXCOAT ALU PRIMER 016 with 60 micron DFT 2 coats FLEXCOAT MIO 017 with 70 micron DFT each coat 1 coat ACRYDUR FINISH A5456 with 40 micron DFT

1 coat FLEXCOAT ALU PRIMER 016 with 60 micron DFT · 1 coat FLEXCOAT PUR MIO 017 with 70 micron DFT · 1 coat  ACRYDUR FINISH A5456 with 40 micron DFT

This is a pure polyurethane system (one- and two-component).

DFT: dry film thickness of each coat

SYSTEM H 1 3

SUPPLIER: AALTERPAINT N.V. Venecolaan, 8 9880 AALTER  Attn Mr F. Callens Tel. 09/374.17.65 Fax 09/374.56.43

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

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PRE-TREATMENT SA 2.5

ZONE

·

Aggressive ·

·

·

Non- aggressive ·

·

PRE-TREATMENT ST3

1 coat POLYZINC with 40 micron DFT 2 coats POLYMICACE IJZERGLIMMER with 80 micron DFT each coat 1 coat POLYGLOSS* with 40 micron DFT

·

1 coat POLYZINC with 40 micron DFT 1 coat POLYMICACE IJZERGLIMMER with 80 micron DFT 1 coat POLYGLOSS* with 40 micron DFT

·

·

·

1 coat POLYSILCO with 60 micron DFT 2 coats POLYMICACE IJZERGLIMMER with 70 micron DFT each coat 1 coat POLYGLOSS* with 40 micron DFT

1 coat POLYSILCO with 60 micron DFT · 1 coat POLYMICACE IJZERGLIMMER with 70 micron DFT · 1 coat POLYGLOSS* with 40 micron DFT

* Depending on the roughness of the intermediate coat, an extra coat of Polygloss may be necessary for certain light colours.

This is a pure one-component polyurethane system. It is an alternative to Polyguard paints containing tar (single-component polyurethane).

DFT: dry film thickness of each coat

SYSTEM I 1 3

SUPPLIER: LIBERT PAINTS Nekkersputstraat, 189 9000 GHENT  Attn Mr R. Van De Veire Tel. 09/216.88.70 Fax 09/226.61.81

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

2 4

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Mobile 0475/95.13.91

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

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PRE-TREATMENT SA 2.5

ZONE

·

Aggressive

·

·

·

Non- aggressive ·

·

PRE-TREATMENT ST3

1 coat PAULYDUR PRIMER 7200 with 40 micron DFT 2 coats PAULYDUR SEALER (colour of second coat to suit top coat) with 80 micron DFT each coat 1 coat PAULYTHANE FINISH AK with 40 micron DFT

·

1 coat PAULYDUR PRIMER 7200 with 40 micron DFT 1 coat PAULYCOTE SEALER with 80 micron DFT 1 coat PAULYTHANE FINISH AK with 40 micron DFT

·

·

·

1 coat PAULYDUR PRIMER 8100 with 60 micron DFT 2 coats PAULYDUR SEALER (colour of second coat to suit top coat) with 70 micron DFT each coat 1 coat PAULYTHANE FINISH AK with 40 micron DFT

1 coat PAULYDUR PRIMER 8100 with 60 micron DFT · 1 coat PAULYDUR SEALER (colour to suit top coat) with 70 micron DFT · 1 coat PAULYTHANE FINISH AK with 40 micron DFT

This is a pure one-component polyurethane system.

DFT: dry film thickness of each coat

SYSTEM J 1 3

SUPPLIER: PAULYPAINT N.V. Havenlaan, 8 3980 TESSENDERLO  Attn Mr Y. Collyn Tel. 09/372.87.36 Fax 09/372.76.80 Mobile 0477/34.15.67

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

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PRE-TREATMENT SA 2.5

ZONE

·

Aggressive

·

·

·

·

Non- aggressive ·

·

PRE-TREATMENT ST3

1 coat AMERCOAT 460B with 40 micron DFT 1 coat AMERCOAT 461 with 80 micron DFT 1 coat AMERCOAT 462 mio with 80 micron DFT 1 coat AMERCOAT 450 with 40 micron DFT

·

1 coat AMERCOAT 460 B with 40 micron DFT 1 coat AMERCOAT 462 mio with 80 micron DFT 1 coat AMERCOAT 450 with 40 micron DFT

·

·

·

1 coat AMERCOAT 461 with 40 micron DFT 2 coats AMERCOAT 462 mio with 80 micron DFT each coat 1 coat AMERCOAT 450 with 40 micron DFT

1 coat AMERCOAT 461 with 40 micron DFT · 1 coat AMERCOAT 462 mio with 80 micron DFT · 1 coat AMERCOAT 450 with 40 micron DFT

Note: This is an entirely polyurethane system. The primer and intermediate coat are single-component paints, and the top coat is a two-component paint.

DFT: dry film thickness of each coat

SYSTEM K 1 3

SUPPLIER: AMERON B.V. J.F. Kennedylaan, 7 – P.O. BOX 6 NL 1190 GA GELDERMALSEN  Attn Mr Cairns Tel. 03/658.84.73 Fax 03/658.49.37 Mobile 0475/65.88.47

Auteur: Carnoy, Marc Goedkeurder: Coene, Jozef

2 4