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032-PROCEDURE FOR SHOP AND FIELD PAINTING WORK ON SITE.pdf

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Pearl GTL Project

LINDE ENGINEERING

Shell Project No: HP-3000-QAT Contractor Project No: 5887

Project Document Number: T- 4.250.916 Project Rev.: B Page 2 of 22

Purchase Order Number:

2MH127

Tag/Item Number(s): N/A

Unit(s): ASU

PCWBS: Z

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QATAR SHELL GTL PROJECT (PEARL) C2 AIR SEPARATION UNITS CONSTRUCTION

E B 05.10.08 Ready For Construction SK EO AG RFC

D A 24.04.08 Ready For Construction BR UA ZG RFC

C O 04.12.07 Issued for Company comments BR AU/MC ZG ICC

B 24.11.07 Issued for Review BR AU/MC ZG IFR

A 18.11.07 Issued for Internal Review BR AU/MC ZG IIR

GAMA Rev.

Project Rev Date Description Prepared

By Checked

By Approved

By

Status

No. No. ORIGINATOR

LINDEGINEERING AG

Document Title:

QUALITY CONTROL PROCEDURE FOR SHOP AND FIELD PAINTING WORK ON SITE

Contractor

Gama Qatar Co. W. L. L.

Document No. LOC470

GAM PRO QAC GTL 032 E

Org. Code

Doc. Type

Disc. Code

Geogr. Area

Seq. No

Rev. No Vendor Code

Project Document Number: T-4.250. 916

Rev No: B

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Doc. Title : PROCEDURE FOR SHOP AND FIELD PAINTING WORK ON SITE

Doc No : GAM-QCP-QAC-GTL-032, REV-E

DATE: 06.10.08

T-4.250.916 Rev. B Page 4 of 22

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TABLE OF CONTENTS

1. SCOPE _____________________________________________________________________________ 5

2. PURPOSE __________________________________________________________________________ 5

3. HSSE ______________________________________________________________________________ 5

4. REFERENCE _______________________________________________________________________ 5

5. DEFINITIONS ______________________________________________________________________ 6

6. RESPONSIBILITIES _________________________________________________________________ 6

7. PROCEDURE _______________________________________________________________________ 7

7.1. Safety _________________________________________________________________________________ 7

7.2. Qualification ___________________________________________________________________________ 7

7.3. Pre – blast ( shop and field ) ______________________________________________________________ 7

7.4. Surface preparation ( shop and field ) above ground __________________________________________ 7

7.5. Surface preparation ( shop and field ) underground __________________________________________ 8

7.6. Paint storage ___________________________________________________________________________ 9

7.7. Painting mixing _________________________________________________________________________ 9

7.8. Weather conditions _____________________________________________________________________ 10

7.9. Masking ______________________________________________________________________________ 11

7.10. Pre – coating cleaning ________________________________________________________________ 11

7.11. Priming (shop and field) ______________________________________________________________ 12

7.12. Painting ____________________________________________________________________________ 12

7.13. Repair of damage coating _____________________________________________________________ 13

7.14. Identification marking – job stencil _____________________________________________________ 14

8. QUALITY CONTROL ________________________________________________________________ 14

9. INSPECTION RECORD ______________________________________________________________ 15

9.1. SHOP BLASTING AND PRIMING _______________________________________________________ 15

9.2. SHOP PAINTING _____________________________________________________________________ 15

9.3. FIELD PAINTING OF ABOVE GROUND PIPING _________________________________________ 16

9.4. FIELD PAINTING OF UNDERGROUND PIPING __________________________________________ 16

10. STORAGE AND TRANSPORTATION OF PAINTED PIPES / SPOOLS ____________________ 16

11. ATTACHMENTS __________________________________________________________________ 17

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DATE: 06.10.08

T-4.250.916 Rev. B Page 5 of 22

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1. SCOPE

This procedure covers the Quality Control activity for Painting work by either GAMA Qatar and/or GAMA Qatar’s subcontractor and is applicable to underground and above ground shop and field painting at C2 ASU PEARL GTL PROJECT.

2. PURPOSE

The purpose of this procedure is to define the painting application methods, inspection and documentation of underground and above ground shop and field painting. This procedure provides general guidelines. The painting application is governed by specifications and paint manufacture recommendations.

3. HSSE

All works shall be in compliance with the State of Qatar laws and regulations, Ras Laffan Industrial City and International standards, codes, LINDE ENGINEERING AG and QSGTL and/or its PMC requirements and instructions. In addition all employees and GAMA subcontractor employees on site will have through LINDE ENGINEERING AG Site Safety Induction and GAMA Qatar Safety induction for site safety, health, environmental and security prior to work activities. Other training courses will be attended as required by LINDE ENGINEERING AG or QSGTL and/or its PMC as required.

4. REFERENCE

T-13.376.799: Rev.L; Amendments and supplements to DEP 30.48.00.31 Gen (December

1995) incorporating DEP circular 80/03, painting and coating of new equipments.

DEP 30.48.00.31: Gen December 1995; Painting & Coating of new Equipment

T.4.096.672: Specification for corrosion protection painting

T.4.250 .919: ITP –Painting & coating

T-4.250.900 Method Statement for Painting and repair works

SSPC-SP1: Surface Preparation Specification No.1 –Solvent Cleaning

SSPC-PA2: Paint Application Specification No.2

ISO 8502-6: Bresle Test Method

ISO 8501-1: Sa 1 - Light blast-cleaning Sa 2 - Thorough blast-cleaning

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Sa 2½ -Very thorough blast-cleaning Sa 3 - Blast cleaning to visually clean steel

5. DEFINITIONS

Company : QSGTL/or its PMC Contractor : LINDE ENGINEERING AG Sub Contractor : GAMA QATAR Contract : QSGTL Pearl Plant - C2 ASU Project QA/QC : Quality Assurance / Quality Control TPI : Third Party Inspection DFT : Dry Film Thickness

WFT : Wet Film Thickness

MSDS : Material Safety Data Sheet

MDS : Manufacturing Data Sheet

DBT : Dry Bulb Temperature

WBT : Wet Bulb Temperature

6. RESPONSIBILITIES

The Painting Engineer is responsible for application of paint in accordance with the Project

Specifications T.13.376.799-Painting & coating of New Equipment (Amendments) 30.48.00.31-Painting & coating of New Equipment and this procedure, appropriate method statements (T-4.250.900) and the Paint manufacturer's recommendations.

The Painting Supervisor shall complete the painting forms and ensure that they are endorsed

by the responsible party / QC Paint Inspector at the appropriate of the in process paint inspection activity.

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GAMA Qatar shall make sure that painting works have been inspected and painting works are executed in accordance with the Project specifications and approved Inspection Test Plan.

7. PROCEDURE

7.1. SAFETY

All works shall be carried out in accordance with manufacturer(s) recommendations site requirements.

Personal Protective Equipment (PPE) shall be worn all the time and in accordance

with site safety regulations.

All construction activities shall follow Project Safety Procedure. Discarded paint, empty paint buckets, thinners, or any rags, cloths etc., shall be

discarded into containers and hauled off to an approved dumping site.

7.2. QUALIFICATION

Painting personnel must have previous experience in the use of the specified surface preparation and coating systems or similar systems. Only skilled painters shall be used.

For underground coating, the manufacturer’s technical representative shall witness

the demonstration application of each coating system at the start of the production.

7.3. PRE – BLAST ( SHOP AND FIELD )

The Painting Supervisor shall ensure that pre-blast cleaning is carried out according to

Paint Manufacturer's recommendation and Project Specifications. The surface of steelwork for new construction shall be blast-cleaned to the visual standard of Sa 2½ in accordance with ISO 8501-1, and shall retain this standard of cleanliness at the time of coating.

Abrasive material Shall be approved By LINDE using GAM-QCR-QAC-GTL-051

7.4. SURFACE PREPARATION ( SHOP AND FIELD ) ABOVE GROUND

Prior to start blasting, the GAMA shall demonstrate to the satisfaction of LINDE and SHELL/PMC that the selected abrasive provides the specified anchor profile and surface cleanliness. This shall be done by blasting representative piece of steel and measuring the anchor profile, in accordance with ISO 8504-3 and/or comparing the surface cleanliness to the appropriate visual standard. Any changes in the abrasives or mesh size shall qualify in the same way prior to be used.

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Visible oil, grease and soil shall be removed by solvent cleaning, area shall be washed in

clean fresh water and allowed to dry before conventional (air blast) cleaning, automatic (wheel blast) or hand/power cleaning. GAMA Qatar Quality Department shall perform surveillance to ensure cleaning is performed adequately, where applicable.

The surface shall be prepared prior to application of primer or paint by abrasive blasting (paint shop application) or by hand tool/abrasive blasting (field application).The method of surface preparation shall be recorded on form GAM-QCR-QAC-GTL-055.

Only blasting material that is approved and that conforms to the requirements of project specification may be used for surface preparation. Test results shall be obtained by the Painting Supervisor and handed over to GAMA Qatar Quality Department.

The type of abrasive is determined in compliance with the Project Specification requirements by the profile required and the type of material to be blasted. The use of steel shot or steel grit is not permitted for blasting of stainless steel. The type of blasting abrasive used, and the required profile shall be recorded on GAM-QCR-QAC-GTL-055 by the Painting Supervisor for the Paint Shop and field application.

All blasting materials shall be kept dry. With the exception of expendable abrasives, blasting abrasives may be reclaimed and used as per the manufacturer procedure.

The GAMA Qatar Quality Department shall perform surveillance of pre-blast blasting operations. Once the blasting is complete for one batch QCI, shall use testex tape and measure the profile and shall be witness by LINDE and SHELL/PMC. The result and testex tape shall be recorded and taped to form GAM-QCR-QAC-GTL-055.

After cleaning, the surfaces shall be kept free from oil, grease, dirt, etc. until the coating has been applied. Surfaces shall be coated within 4 hours or before any visible deterioration of the blasted surface has occurred and this will be recorded in GAM-QCR-QAC-GTL-055. Surfaces not meeting the blasting profile shall be re-blasted prior to coating.

Used abrasive shall be removed from external surfaces using a dry brush and blowing down with clean dry compressed air.

Steel defects revealed during abrasive blasting (silvers, laminations, cracks, pitting etc.,)

shall be reported to the LINDE /SHELL/PMC for evaluation. Defects will be repaired as directed by the LINDE /SHELL/PMC Representative.

7.5. SURFACE PREPARATION ( SHOP AND FIELD ) UNDERGROUND

Identification Marking shall be transferred to inside the pipes before commencing the blasting and painting operation. Transfer of markings shall be witness by the LINDE

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authorized inspectors as per T-13.377.437-specification for certification and marking of materials.

Proper surface preparation shall be maintained and checked prior to applying any primer in

accordance with the applicable sections of this procedure and Project specifications.

Pipe ends and fitting ends shall be left uncoated for a distance of 50mm at shop

. Field welds and damaged coating shall be made ready for painting application using

hand or power tools and then fully coated as applicable.

All blast cleaned surfaces shall be inspected for proper cleaning and anchor profile in accordance with SSPC Specification and as per Project specification.

7.6. PAINT STORAGE

The date of manufacture shall be clearly marked on each paint container, and paints that

have exceeded their shelf life shall be discarded. The same will be monitored on a regular basis by GAMA Qatar, in conjunction with the paint manufacturer.

Paints and thinners shall be stored in areas that are well ventilated, and as specified by

the paint manufacturer (or) MSDS.

Coating materials shall be used on "First in-First out Basis"; no coating materials shall be used beyond shelf life of 12 months. The maximum shelf life for zinc silicates shall be 6 months

Paints that show signs of leakage or have gelled shall be discarded and any skins that

have formed shall be cut and removed prior to application

Each batch of paint or thinner used shall be accompanied by a MDS from the respective manufacturer. Any paint or thinner arriving on site without MDS shall not be used until such time certification has been obtained.

7.7. PAINTING MIXING

Paint shall be mixed thoroughly immediately prior to application.

Paint shall be properly mixed with recommended mixers such as, mechanical stirrers,

paddle mixers and can vibrators or shakers.

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Metallic zinc or other dense pigment filled coatings shall be mechanically mixed

thoroughly prior to and during paint application. In field application, applicators must constantly agitate the paint to obtain homogeneous mix.

Multi-component material shall be mixed in the volumes provided by the coating

manufacturer as "kits". Kits will not be "broken or split" without the written approval of LINDE and SHELL/PMC.

Approved coating thinners shall be used as directed by the paint manufacturer.

Mixing shall be performed using mechanical mixers, designed to mix paint materials, in

clean containers. Containers shall be kept covered at all times except during opening/closing and mixing operations.

Manufacturer's pot life, as stated in product data sheets, shall not be exceeded. When

the pot life limit is reached, the equipment must be emptied, material properly disposed of and new material mixed.

If the paint cannot be mixed uniformly (thick sediments at the bottom etc.), it shall not be

used.

7.8. WEATHER CONDITIONS

The Painting Supervisor shall monitor the weather conditions and take measurements

for wet bulb temperature, surface temperature, dew point temperature (For Dew Point Calculation Chart). These, including weather conditions (windy, wet, dry, and cloudy) shall be recorded on form GAM-QCR-QAC-GTL-055 by the Painting Supervisor at the start, during and at end of work. Where applicable, all measuring devices shall be calibrated and shall bear valid calibration stickers.

Any significant changes to weather conditions which may adversely affect the quality of

the paint warrants additional readings as per above.

Blasting operations shall not take place when the metal surface temperature is less than 3°C above the ambient dew point temperature (or) the Relative humidity is greater than 85%. Priming / Painting shall not be applied when the surface temperature is greater than 40°C (unless higher temperature is agreed by the paint manufacturer). An ELCOMETER disc type calculator or equivalent means should be used to determine the relative humidity and dew point.

The GAMA Qatar Quality Department shall perform surveillance inspection to ensure the

data is collected and recorded and to ensure blasting and painting operations are only performed within the requirements of the project specifications.

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7.9. MASKING

The bevel of each spool shall be masked to a distance of 50 mm from the bevel prior to

painting. This also applies to bevels in the field where the piping is painted prior to completion of the welding. The masking of stainless steel requires special chloride free tape which will be approved by Linde/PMC.

The Painting Supervisor shall also ensure that the piping identification is maintained

prior to and after painting. This also applies to the straight run pipes.

The Painting Supervisor shall ensure that there is no overspray onto previously painted surfaces or beyond the application area. If there is danger of inorganic zinc primer overspray contaminating stainless steel then the stainless steel shall be protected by suitable means i.e. masking, covering with polythene etc.

After completion of painting all masking shall be removed and any overspray, dry spray

etc.

The GAMA Qatar Quality department shall perform surveillance inspection to ensure proper masking protection is applied.

Masking shall be applied before blasting and coating operations to protect the gasket

surfaces (except plain face) and the pipe or nozzle interior. Surfaces that will be inaccessible after assembly including the surfaces of lap joint, flanges, nozzle necks, bolt holes shall receive the complete painting system before being assembled, steel structure bolted connections shall be primed only unless otherwise noted.

The outer edge of ring groove flanges and raised face flanges will be blasted and coated

to the upper (outer) edge of the ring groove or the outside edge of the raised portion of the flange. The entire groove area shall be protected.

In addition to the above, areas to be masked not blasted and painted are -

nameplates, valve spindles, level gauge glasses, small instruments, etc.

7.10. PRE – COATING CLEANING

After the surface has been blasted and prior to application of any coating, the surface shall

be cleaned either by brushing or by air blowing. Used blasting material shall be removed from external surfaces using a dry brush or by air blowing. Under no circumstances shall surfaces that have been contaminated be coated before the surface has been adequately cleaned.

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All visible oil, grease and soil shall be removed with an approved solvent prior to coating. Solvent, cleaning solutions, acid washes, inhibitors must be approved by Material Approval Request (MAR) prior to use. The cleaned area shall then be washed in clean, potable water and allowed to dry.

The compressed air supply shall be checked by the Painting Supervisor to ensure the air

is moisture and oil free. These checks are to be carried out at the start of each shift and again after lunch. If necessary, a cooler shall be installed in the compressed air line to ensure that compressed air is supplied at a temperature less than 110°C. A Digital thermometer also may be used to check the air temperature at the hose tip and will be recorded in GAM-QCR-QAC-GTL-055.

7.11. PRIMING (SHOP AND FIELD)

Primers, Intermediate coats and Topcoats shall be as per Project specification and

manufacturer’s product recommendation /MDS

Prior to application of primer, all difficult to coat areas such as corners edges, and welds shall be stripe coated with the specified primer.

When inorganic zinc primer is used, checks for surface zinc oxide formation shall be

made immediately prior to applying an epoxy topcoat. Any oxide formation shall be removed either by high pressure cleaning with potable water, or hosing with potable water and then scrubbing with a soft brush to remove all the zinc salts. The surface shall be thoroughly dried before applying the top coat.

Dry film thickness readings will be taken and calculated as per Project specification,

T-13.376.799 and ISO 2808 shall be recorded on GAM-QCR-QAC-GTL-055 by the Painting inspector. This applies to each individual coat .DFT gauges Shall be calibrated in accordance with section 2 of SSPC-PA-2

To control the final thickness of the coats the painting Inspector may use WFT (Wet Film

Thickness) measurements as an indicator for final thickness.

7.12. PAINTING

The representative of the paint manufacturer shall visit the site at regular intervals to provide technical support and he shall submit a periodic report to GAMA Qatar and LINDE confirming that painting is being carried out in accordance with the requirements and quality of work is acceptable.

The specific paint systems to be used are identified in Project

Specifications T-4.096.672/0100 W-SP 2301, T.13.376.799-Painting & coating of New Equipment (Amendments) and DEP 30.48.00.31-Painting & coating of New Equipment.

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The paint coats shall be applied in the limits specified by Project specification

T-4.096.672/0100 W-SP 2301, DEP 30.48.00.31-Painting & coating of New Equipment and MDS.

Each coat shall be checked for correct average DFT by GAMA Qatar QCI or Painting

Subcontractor QCI prior to application of subsequent coat.

The Painting Supervisor shall apply all coats in the paint shop or in the field including final coat as specified in Project specification, DEP 30.48.00.31-Painting & coating of New Equipment

All paint shall be applied either by air spray or airless spray as specified by paint

manufacturers. The use of brushes is only allowed in the case of repairs or in difficult areas where spray technique is not practical.

After the completion of painting in the shop, all spools shall be cleaned to ensure that

spent abrasives are not present inside the pipe. Both ends shall be covered to avoid ingress of sand after cleaning.

All welds, edges, etc. shall be stripe coated to ensure full DFT in those areas. This

includes nuts and bolts heads.

7.13. REPAIR OF DAMAGE COATING

The damaged area shall be re-cleaned as originally specified for that item and the full

coating system re-applied in accordance with the manufacturers application data’s.

Any repair of damaged coating shall be cleaned by hand tools or power tools in accordance with ISO 8501-1 grade st 3 and documented on form GAM-QCR-QAC-GTL-056

Any repair areas shall be feathered into the undamaged coating a minimum of 50 mm.

Repair shall be performed prior to the subsequent coat.

Any damage or repair shall be performed prior to the next coat application. Coating of weld joints shall be in accordance with original paint application as specified in Project specification.

For item such as equipment already painted by a supplier, GAMA Qatar shall use the

same paint or an equivalent and compatible paint approved by the supplier.

Repair of damaged surfaces of zinc silicate primer shall be performed as detailed in the Project specification.

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Any holidays, defects and unacceptable work shall be repaired in accordance with manufacturer's recommendations. Holidays should be generally ground to bare metal feathering the adjacent sound coating back a minimum of 25mm.

7.14. IDENTIFICATION MARKING – JOB STENCIL

All spools and straight run pipe shall be identified clearly as per T-4.250.928 Material

Traceability & Marking.

A job stencil shall be applied in the field in letters in a color which is in accordance with Project specification, T-.13.377.437-certification ad marking of materials. This shall only be applied on the final coat.

The job stencil shall contain information as per T-4.250.928 Material Traceability &

Marking. and Project specification T-.13.377.437-certification ad marking of materials

8. QUALITY CONTROL

The GAMA Qatar QCI shall perform inspection as per DEP -30.48.00.31 and relevant ITP on all painting activities, in addition to profile measurements and DFT checks carried out by the Painting Subcontractor's QCI as perform GAM-QCR-QAC-GTL-055.The Painting subcontractor's QCI shall perform inspections on each batch and each coat and the checks shall include but not limited to the following: Pinholes - Dry Film Thickness Blisters - Orange peel Bubbling - Mud cracking Fisheyes - Dry Spray Unmatched colors - Runs and sags Uniformity - Mechanical damage Curing properties - Holidays, missed areas

The inspection shall be witnessed and signed off by the GAMA Qatar QC Inspector,

LINDE and SHELL/PMC as per relevant ITP on the painting activity on form GAM-QCR-QAC-GTL-055

When a painting manufacturer is different between shop coating and field coating,

adhesion testing shall be done at randomly selected areas by grinding (Crosshatch), following the procedures of ASTM D4541 & ISO 2409. Adhesion testing shall be carried out at least once per equipment item or 100 m² of coated surface, and on properly cured coating.

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Adhesion of inorganic zinc coatings shall be tested by firmly scraping the coated surfaces with the edge of a coin. A zinc film, which is properly dried and hard, will polish to bright metal without powdering or loss of material.

For underground piping, the inspection on site shall be done by Holiday detector in

accordance with 30.48.00.31-Painting & coating of New Equipment and Project Specification ASTM D 5162. Form No. GAM-QCR-QAC-GTL-053 shall be used for the Inspection of underground piping.

9. INSPECTION RECORD

9.1. SHOP BLASTING AND PRIMING

The shop blasting and priming shall be documented on form GAM-QCR-QAC-GTL-055. This form shall be completed by the Painting Supervisor and QCI as indicated. The form shall list all the items which were blasted and primed in one batch. If one batch contains more than one priming system then separate forms shall be generated for each primer type. Should there be items that are not released for further painting these items shall be listed in the section on the form specified as "Items on hold and release after repair". These items shall be signed off by GAMA Qatar QCI upon repair. The final signature on this form, releases all items for next coat application with the exceptions as listed.

9.2. SHOP PAINTING

The shop painting shall be documented on form GAM-QCR-QAC-GTL-055 this form shall

be completed by the Painting Supervisor and QCI as indicated. This form shall list all the items which were painted in one batch and these shall reference the report numbers for the blasting and priming. If one batch contains more than one painting system then separate forms shall be generated for each paint type.

Should there be items that are not released for further painting these items shall be listed in

the section on the form specified as "Items on hold and release after repair. These items shall be signed off by GAMA Qatar QCI upon repair. The final signature on this form, releases all items for next coat application with the exceptions as listed. Signature by GAMA Qatar QCI / LINDE on form GAM-QCR-QAC-GTL-055 signifies that the painting is complete and the items are released for transport or storage.

LINDE or SHELL/PMC acceptance of the shop painting work shall be obtained on the

30.48.00.31-Painting & coating of New Equipment .The main function of this Procedure to compile and handover the completed and signed-off forms GAM-QCR-QAC-GTL-055 pertaining to a certain period of shop production specified under ITP scope. Consequently,

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this ITP shall include in-process Inspection activities. The acceptance of work shall be the relevant section of the form GAM-QCR-QAC-GTL-055

9.3. FIELD PAINTING OF ABOVE GROUND PIPING

Date to date production and QC inspections for field painting shall be documented by GAM-

QCR-QAC-GTL-055. This form shall be generated for each type of paint, and may include more than one isometric. The completed GAM-QCR-QAC-GTL-055 shall be filed per unit or area

LINDE or SHELL/PMC acceptance of the field painting work shall be obtained on the

30.48.00.31-Painting & coating of New Equipment. The main function of this procedure to compile and handover the completed and signed-off form GAM-QCR-QAC-GTL-055 pertaining to the individual ITP scope. Consequently, this ITP shall include in-process Inspection activities and there are no sign-off acceptances of the painting works. The acceptance of work shall be the relevant section of the form GAM-QCR-QAC-GTL-055, as applicable.

9.4. FIELD PAINTING OF UNDERGROUND PIPING

Field painting of underground piping inspection shall be carried after tape wrapping of

welded joints by Holiday detection in accordance with 30.48.00.31-Painting & coating of New Equipment and ASTM D 5162. The inspection report # GAM-QCR-QAC-GTL-056 should be filled and signed by GAMA Qatar, LINDE, and SHELL/PMC before backfilling operations start.

10. STORAGE AND TRANSPORTATION OF PAINTED PIPES / SPOOLS

All painted pipes/spools should be properly stored, dunned and clear from the ground. Pipes with end caps are supplied, end caps should be reinstated and wherever end caps were not provided, pipes shall be protected both ends.

Method of storage shall protect coated pipes/spools from standing water, direct soil

contact, and sharp or hard objects.

Coated / Painted pipes and spools shall be transferred by lifting and placement without the use of hooks, ropes, cables, or other sharp handling devices.

If coated/painted underground pipes are to be stored, it should follow the Material

Handling Procedure.

Page 21: 032-PROCEDURE FOR SHOP AND FIELD PAINTING WORK ON SITE.pdf

Doc. Title : PROCEDURE FOR SHOP AND FIELD PAINTING WORK ON SITE

Doc No : GAM-QCP-QAC-GTL-032, REV-E

DATE: 06.10.08

T-4.250.916 Rev. B Page 17 of 22

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11. ATTACHMENTS

Dew Point Calculation Chart GAM-QCR-QAC-GTL-051 GAM-QCR-QAC-GTL-053 GAM-QCR-QAC-GTL-055 GAM-QCR-QAC-GTL-056

Page 22: 032-PROCEDURE FOR SHOP AND FIELD PAINTING WORK ON SITE.pdf

Doc. Title : PROCEDURE FOR SHOP AND FIELD PAINTING WORK ON SITE

Doc No : GAM-QCP-QAC-GTL-032, REV-E

DATE: 06.10.08

T-4.250.916 Rev. B Page 18 of 22

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DEW POINT CALCULATION CHART

AMBIENT AIR TEMPERATURE

(DEGREES CENTIGRADE)

%

Relative

humidity

Temperature

-7 C -1 C 4 C 10 C 16 C 21 C 27 C 32 38 C

43 C 49 C

90

85

80

75

70

65

60

55

50

45

40

38

30

-8

-8

-9

-9

-11

-11

-12

-13

-14

-16

-17

-19

-21

-2

-3

-4

-4

-6

-7

-7

-8

-9

-11

-12

-13

-16

3

2

1

1

-1

-2

-3

-4

-5

-6

-8

-9

-11

8

7

7

6

4

3

2

1

-1

-2

-3

-5

-7

14

13

12

11

10

8

7

6

4

3

2

-1

-2

19

18

17

17

16

14

13

12

10

8

7

4

2

25

24

23

22

20

19

18

16

15

13

11

9

7

31

29

28

27

26

24

23

21

19

18

16

14

11

36

35

34

33

31

29

28

27

25

23

21

18

16

42

40

39

38

36

34

33

32

30

28

26

23

21

47

45

43

42

41

39

38

37

34

33

31

28

25

Example: If the air temperature is 21 C and the relative humidity is 70%, the dew point is 16.

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Page 23: 032-PROCEDURE FOR SHOP AND FIELD PAINTING WORK ON SITE.pdf

GAM-QCR-QAC-GTL-051

C2 ASU PEARL GTL PROJECT

RAS LAFFAN INUSTRIAL CITY

MAR

(Material Acceptance Report)

Project: QSGTL –PEARL GTL PROJECT MAR No.: Date:

Manufacturer:

PO/Subcontract Number :

Description of the Proposed Material:

QTY: No’s:

Note:

Involved Discipline:

Civil □ Mechanical □ Welding □ Instrumental □

Civil / Buildings □ Mech. / Piping □ Electrical □ Others □ …………………..

Location & Usage of the Delivered Material:

Applicable Specifications & Technical Details:

Proposed material complies with applicable project specification Yes □ No □

Attachments: Inspection Report □ Mill Certificates □ Others □

Release Note □ Data Sheets □

Comments:

Carried out By DATE NAME SIGNATURE

Acce

pted

By

GAMA REP.

VENDOR REP.

LINDE REP.

QSGTL REP.

Page 24: 032-PROCEDURE FOR SHOP AND FIELD PAINTING WORK ON SITE.pdf

C2 ASU PEARL GTL PROJECT RAS LAFFAN INDUSTRIAL CITY

PINHOLE & HOLIDAY TESTING REPORT

Subcontract Ref.: Report No.

Item Description: Inspection Date:

Item Location / Area: Test Code No.:

System: ITP No.:

Subsystem: Ref.Drg./Doc.

Used Measuring and test equipment ref. (if applicable): HOLIDAY DETECTOR

DETAILS

Make: _________ Identification No.: K.V.Range:

Date Pipe T.D.F.T KV H.D Result Remarks

Ident. No. Dia (inch) Microns Settings Damages Pinholes

Remarks:

ORGANIZATIONS DATE NAME SIGNATURE

Acce

pted

By

THIRD PARTY REP.

GAMA REP.

LINDE REP.

QSGTL or its PMC REP.

GAM-QCR-QAC-GTL-053

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Page 25: 032-PROCEDURE FOR SHOP AND FIELD PAINTING WORK ON SITE.pdf

GAM-QCR-QAC-GTL-055, Rev-1

C2 ASU PEARL GT PROJECT

RAS LAFFAN INDUSTRIAL CITY PAINTING INSPECTION REPORT

Report No.: Inspection Date:

Item Description: Test Code No.: System: Subsystem: Item Location / Area: ITP No.: Ref. DWG / Documents: Paint Spec: Used Measuring and test equipment ref. (if applicable): Working Conditions Internal / External Insp. Equipment Used Identification #

Compr. Air Temp. 1. Hygrometer

Time (hrs.) 2. DP / RH Calculator Air Temp

WB 3. Temperature Gauge (O C) DB 4. Hypodermic Needle

Gauge

Dew Point (O C) 5. Surface Profile Gauge Relative Humidity % 6. WFT Gauge Metal Temp. (O C) 7. DFT Gauge Surface Cleaning with fresh water

SURFACE PREPARATION

From: ________________hrs.

To: ________________hrs.

PROFILE MEASUREMENT TAPE

Grit Blasting Manual / Auto Wire Brushing Manual / Power Machine Sl.No. Grade mm Nozzle Pressure PSIG Surface Finish Grit Type Surface Profile Microns

*PAINT APPLICATION

From: ______________ hrs. To: _______________ hrs.

Coating Manufacturer: Airless Spray Machine Sl. No. Paint: Product/Coat

Batch No. Mix Ratio

Application Methods

Colour WFT DFT Total

DFT

Overcoat

Time

Primer A. B.

Intermediate Coat

A. B.

Top Coat A. B.

Further Inspection Required: Conducted :

Corrective action if necessary:

ORGANIZATIONS DATE NAME SIGNATURE

Acce

pted

By THIRD PARTY REP.

GAMA REP.

LINDE REP.

QSGTL or its PMC REP.

*Priming application will be done within 4 hrs after surface preparation.

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Page 26: 032-PROCEDURE FOR SHOP AND FIELD PAINTING WORK ON SITE.pdf

GAM-QCR-QAC-GTL-056, Rev-1

C2 ASU PEARL GT PROJECT RAS LAFFAN INDUSTRIAL CITY REPAIR & TOUCHUP PAINTING INSPECTION REPORT

System: Report No.:

Item Description: Inspection Date: Item Location / Area: Test Code No.: Subsystem: ITP No.: Ref. DWG / Documents: Paint Spec: Used Measuring and test equipment ref. (if applicable): Working Conditions Internal / External Insp. Equipment Used Identification #

1. Whirling Hygrometer

Time (hrs.) 2. DP / RH Calculator Air Temp

WB 3. Temperature Gauge (O C) DB 4. WFT Gauge

Dew Point (O C) 5. DFT Gauge Relative Humidity %

Metal Temp. (O C)

SURFACE PREPARATION

From: ________________

To: ________________

Method of Cleaning

PAINT APPLICATION

From: ______________ hrs. To: _______________ hrs.

Coating Manufacturer: Airless Spray Machine Sl. No. Paint: Product/Coat

Batch No. Mix Ratio

Application Methods

Colour WFT DFT Total

DFT

Overcoat

Time

Primer A. B.

Intermediate A. B.

Top coat A. B.

Remarks:

ORGANIZATIONS DATE NAME SIGNATURE

Acce

pted

By THIRD PARTY REP.

GAMA REP.

LINDE REP.

QSGTL or its PMC REP.

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