REAL Painting Specification

(1)

SPECIFICATION

G – GS – 005

Shop and Field Painting

0 24/10/02 Issued as Specification TKH MGC SVKR

(2)

.

Coating System

………..

12 9. Coating Schedule ……… 12 10. Colour Schedule ……… 13 11. Appendices i) Appendix A : Coating System ……… 15

ii) Appendix B : Coating Colour Schedule ……… 21

iii) Appendix C : Identification of Services ……….. 22

iv) Appendix D : Coating Schedule (Other than Marine environment) ………. 30

(3)

1. Scope

1.1 This specification covers the surface preparation , method of application and material to be used for all coating of equipment, vessels, machinery, steel structures and piping.

1.2 Buildings shall not be painted under this specification. For building painting requirements, see building drawing and specifications.

1.3 The painting of topside facilities of marine structures are addressed under this specifications. For splash and submerged zone coating refer to marine structure specifications.

1.4 In general, shop fabricated equipment will be delivered to the job site coated with a shop applied system or manufacture’s standard finish in accordance with the requirements of this specification.

1.5 Identification of colour bands on all piping as required including insulated aluminium clad, galvanised, SS and non-ferrous piping are included.

2. Applicable Standards, Codes and Regulations

2.1 Work shall be performed in accordance with the following Codes and Standards.

Equivalent Indian Standards may be used subject to Reliance’s Approval. Works shall be in accordance with the Painting manufacture’s recommendations.

2.2 US Specifications of Steel Structures Painting Council, SSPC Volumes I and II

Swedish Standard SIS 05 59 00 Surface preparation Standards for Painting Steel Surface

British Standard 381C 1980 Colour for Identification, Coding and Special Purposes

British Standard 729 1981 Hot dip Galvanised Coatings on Iron and Steel Articles

British Standard 4232 1967 Surface finish Blast Cleaned Steel for Painting

British Standard 1710 1975 Identification of Pipeline

British Standard 4800 1981 Paint Colours for Building Purposes

British Standard 5493 1977

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

NACE National Association of corrosion

(4)

2.3 If conflicts occur between this specification, the Painting manufacturer’s recommendations and the referenced standards, Reliance’s Specialist shall be contacted for clarification.

3. General

3.1 References to SSPC shall be understood to refer to Steel Structures Painting Council Standards.

3.2 Work described shall be performed by the Painting Contractor and all tools, equipment, Paints, solvents, etc., necessary to complete the work shall be furnished by him.

3.3 The Painting Contractor shall comply with all applicable laws, regulations, ordinances, etc., of the city, country, state, province or nation pertaining to his work and painting materials. It is mandatory requirement that all operatives working to this procedure take full cognisance and implement necessary safety precautions.

3.4 Reliance’s Inspector shall have free access at all times to the work being performed by the Contractor.

3.5 Painting Manufacturer’s latest approved published instructions for application and system combinations of coatings shall be followed. Superimposed primers and coatings shall be compatible. In the event of conflicts, differences shall be brought to the Contractor’s painting specialist for resolution.

3.6 For equipment that has received shop prime coat, the Field Painting Contractor shall touch-up prime coat and apply additional coats in accordance with the Painting Schedule. It is the Contractor’s responsibility to ensure compatibility between shop and field applied paint systems.

3.7 Proper precautions shall be taken to protect other surfaces from abrasive blasting, coating over spray and spatter. Damage to other surfaces or equipment shall be repaired by the Field Painting Contractor at his expense (see paragraph 10.6).

3.8 The Field Painting contractor shall submit surface preparation and application procedures for review and acceptance by the Reliance.

3.9 Stainless steel, Aluminium and other high-alloy materials shall not be coated unless otherwise specified.

Austenitic stainless steels operating between 50oC and 200oC are at risk under certain common conditions to pitting corrosion or even stress corrosion cracking. For this reason these substrates will be protected as indicated in Appendix ‘B’.

3.10 Painting Manufacturer’s instructions shall be followed as far as practicable at all times for proper storage to avoid exposure as well as extremes of temperature.

4. Surface Preparation

(5)

4.1.1 Adhesion of the paint film to surface depends largely on the degree of cleanliness of the metal surface. Proper surface preparation contributes more to the success of the paint protective system.

4.1.2 Weld spatter shall be removed and sharp or rough welds rounded and contoured. Sharp edges shall be removed, chamfered or broken.

4.1.3 Surfaces to be painted shall be free of all grease, oil, loose rust and loose mill scale. Oil and grease shall be removed by solvent cleaning method as in SSPC-SP-1.

4.1.4 Rust, mill scale, weld spatter, flux shall be removed by methods indicated in the Painting Schedule.

4.1.5 The surface profile depth indicated under Appendix ‘A’ shall be achieved by using a medium that has good angularity of form, sharp cutting edges and is substantially free from “half rounds”.

4.1.6 If sand is used as the blasting medium it shall be delivered to site in trucks. Each truck load shall be identified with a batch number and each batch shall be tested for Chloride content (maximum allowable chloride level 0.03%) and pH value (the value should be nearly neutral i.e., pH 6 to pH 8). The tests shall be carried by owner, or by supplier with third party test certificate. The third party shall be an approved agent approved by owner.

4.1.7 Profile measurements of abrasive blast cleaned surface shall be made with a Keane Tator profile comparator, Clemtec anchor profile chips, Testex Press-O-Film or other contractor accepted method suitable for the abrasive being used.

4.1.8 Prior to any coating application the substrate shall be checked for soluble salt contamination using a suitable salt contamination meter (SCM 400). The maximum allowable level of contamination shall be 5µ gm/cm2. Surfaces that do not meet this criteria shall be reprocessed.

Should this problem occur on a frequent basis the abrasive medium shall be examined for quality and if necessary changed.

4.1.9 Surfaces prepared for coating shall be coated the same day and before any visible rusting occurs. (The time elapsed between blast cleaning and commencement of painting shall under no circumstances exceed 4 hours, but in any case must commence before signs of degradation occur).

4.2.0 The coating usually has a specific adhesion requirement and proper selection of abrasive is most important. Generally, an abrasive is classified according to the following characteristics:

a) Size - Usually by US sieve sizes (i.e., 16x40 mesh or 1.19 mm x 0.42 mm)

b) Shape - Irregular, round. Sharp

c) Hardness - Usually by Mohr’s Hardness scale of the present element

d) Colour - Light or dark

(6)

would remain on surface being cleaned.

f) Specific Gravity or Weight - Heavy abrasives clean faster and impact much better while light weight abrasives are primarily used for polishing.

g) pH of Abrasive - A neutral pH within the range of 7.0 ± 1 is desirable. Salt water washed abrasives are not recommended.

h) Availability and Cost

4.2.1 Metal etching will remove mill scale, rust and other containment from metal to produce a white metal surface condition with an etch (anchor pattern) on the surface. Light cleaning removes only old paint and loose rust.

4.2.2 Criteria for selection of abrasives are certain key physical and chemical properties of the abrasives. Not all abrasives provide the same surface cleanliness. An abrasive effective for a commercial blast may not provide a near white or white – metal blast cleaned surface. The coating system will therefore also influence the choice of abrasive for surface preparation.

4.2.3 A consistent range of abrasive particle sizes must be maintained to produce a consistent surface and cleaning rate.

4.2.4 The cleaning rate is affected with abrasive breakdown value. The greater the particle breakdown the poorer the cleaning rate. Manufacturer’s certificate should contain the breakdown value.

4.2.5 If the abrasive source is near seawater, routine checking for soluble chlorides is a must.

4.2.6 Visual inspection shall be carried-out to detect any sharp edges, weld spatter or visible laminations. Where these are discovered they shall be ground smooth prior to coating.

TABLE 2 : ABRASIVE CHART

Abrasive Type Major

Component Shape

Hardness

(*) Sp. Gravity

Steel Shot Metallic Iron Round Hard ** 7.2

Steel Grit Metallic Iron Angular Hard ** 7.6

Iron Grit Metallic Iron Angular Hard 7.4

Alum.Oxide Oxide Alumina Angular Hard 3.8

Silicon Carbide Oxide Silicon Carbide Angular Hard 3.8

Garnet Oxide Iron-Silica Irregular Hard 4.0

Slag-Coal Conglomerate Iron-Alum

Silica Irregular Hard 2.8

Slag-Nickel Conglomerate Iron-Alum

Silica Irregular Hard 3.2

Slag-Copper Conglomerate Iron-Alum

Silica Irregular Very Hard 3.3

Flint Silica Silica Sharp Medium 2.7

Sand Silica Silica Irregular Medium 2.7

Limestone Oxide CaCO2 Irregular Soft 2.4

Zirconium Mineral Silica Round Hard 4.5

Glass beads Oxide Silica Round Medium 2.7

Plastic beads Organic Polymer resin Round / Irregular

Soft/

Medium 1.0

* Soft materials are < 4 on Mohr’s hardness scale; Medium 4 ≤ 6; Hard ≥ 6 ** Various Hardness available

(7)

TABLE 3 : CLEANING RATES WITH TYPICAL ABRASIVES Abrasive Abrasive Consumption (lbs / Sq Ft) Production rate (Sg Ft / Min.) Remarks Silica Sand 16/40 Mesh 2.6 4.75 1.5 Mil Etch Dusty

Garnet 36 Grit 3.6 3.55 1.5 Mil Etch

Very little dusty Aluminium Oxide

36 Grit 3.1 4.58

1.5 Mil Etch Very little dusty

Steel Grit G-40 5.5 3.06 2.5 Mil Etch

No Dust Crushed Flint

12/30 Mesh 3.6 2.69 3 Mils

Copper Slag

16/40 Mesh 3.2 3.83 2 Mil Etch

TABLE 4 : International Standards of Blast Cleaning

Cleaning Method Swedish Std ISO Std SSPC Std NACE Std

Hand tool cleaning ST2 - SSPC – SP2

-Power tool cleaning ST3 - SSPC – SP3

-White metal SA3 SA3 SSPC – SP5 NACE = 1

Near white metal SA 2 1/2 SA 2 1/2 SSPC – SP10 NACE = 2

Commercial blast SA2 SA2 SSPC – SP6 NACE = 3

Brush-off blast SA1 SA1 SSPC – SP7 NACE = 4

TABLE 5 : Surface profiles with various Abrasives

Abrasive Mesh Size Max. height of Profile

Very Fine Sand 80 37 microns (1.5 Mils)

Coarse Sand 12 70 microns (2.8 Mils)

Iron Shot 14 90 microns (3.6 Mils)

Iron grit No.G16 12 200 microns (8.0 Mils)

Copper slag

(8)

5 Coating Preparation and Application

5.1 Coatings and primers shall be delivered to the job site in the original containers bearing the manufacturer’s name , product designation, batch number, shelf life and date of manufacture. Before application, they shall be stirred or agitated until the ingredients are completely mixed. Material which have exceeded the manufacturer’s

recommended shelf life shall not be used. Materials shall not be used or mixed into a new batch after its recommended pot life has been exceeded. Material shall be used on a first-in, first-out basis.

5.2 To facilitate proper stirring, the paint containers shall have mouth at the top centre.

5.3 Field application shall be by brush, roller or spray gun. Local regulations regarding spray and roller coating shall be observed. A smooth uniform film shall be applied to the surfaces to be coated.

5.4 The temperature of the substrate must be a minimum of 3oC above the dew point during abrasive blast cleaning and coating. The substrate temperature shall be a minimum of 5oC and a maximum of 60oC during coating application.

5.5 Painting shall be applied in strict accordance with the painting manufacturer’s latest published instructions. In particular, the manufacturer’s recommended curing or drying time shall be allowed between coats of primer and finish. Thickness of the painting shall be in accordance with the Painting schedule or the manufacturer’s latest published instructions. In the event of conflict, differences shall be brought to the attention of the Reliance’s painting specialist for resolution.

5.6 Paints, catalysts and thinners shall be stored in well ventilated buildings free from excessive heat, sparks, flames and direct sunlight. Paints stored for short times on the job site shall be protected from direct sunlight during the summer months.

5.7 For Field joint coating where blast cleaning is not possible, minimum ST2 surface preparation to be achieved. The field paint shall be compatible to ST2 surface finish as well as to existing paint at the adjoining area.

5.8 The life time of any protective system is determined by the dry film thickness of the paint system present on weld seams and sharp edges. Special attention should be given to sharp edges to ensure that they are covered with an adequate coating thickness.

5.9 Two component (base and hardener) coatings like Air drying epoxy, Polyurethane coatings etc shall be mixed in the ratio recommended by manufacturer to ensure proper and complete curing of the coatings. Improper ratio leads to problems like soft / non-dried film, poor performance, etc. The base and hardener are to be separately mixed first to obtain a homogenous mixture. The hardener is to be added to the base slowly, with continuous mixing / agitation and not the reverse. Power agitation is preferred over hand mixing.

5.10 Any addition of thinner to achieve the application viscosity should be made only after the components are thoroughly mixed. Avoid using excess thinner than the recommended volumes, since this will lead to lower DFT build up, sagging, longer curing time, etc.

(9)

5.11 Painting should not be undertaken during fog or mist conditions or when rain or snow is imminent, when the surface to be painted is wet with condensation or when condensation can occur during the initial drying period of the paint.

5.12 The volume solids figure given in the product data sheets of paints is the percentage of the film obtained from a given wet film thickness under specified application and conditions. The theoretical coverage can be determined from the formula below:

Theoretical coverage (m2 / Litr) = Volume solids (%) x 10

Measured dft (in microns)

5.13 Pump pressure and correct tip sizes will be used to produce the most desirable spray size pattern and thickness on airless spray equipment.

5.14 When using conventional spray equipment, the operator will ensure that the gun parts and outlets are maintained in a clean and working order to ensure the best of cosmetic

appearance upon application.

5.15 Coating containing heavy or metallic pigments that have a tendency to settle shall be kept in suspension by continuous use of a mechanical agitator whilst being applied, to ensure uniformity over the surface area (e.g., zinc MIO’s pigmented materials).

5.16 All edges, corners, webs and inaccessible areas, shall be strip coated prior to full application. To ensure integrity of WFT/DFT over surface areas.

6 Inspection

6.1 Inspection will be performed by an inspector authorised by Reliance.

6.2 Prime coats shall be inspected and cleaned when required by Reliance’s Inspector, before applying finish coats.

6.3 Dry film thickness shall be measured after each coat by Reliance’s Inspector using a Mikrotest, Elcometer, or Reliance accepted equal.

6.4 The Painting Contarctor’s supervisor shall have in his possession at all times a wet film thickness gauge for continuous check of the wet film as applied.

6.5 Defective work shall be corrected by the Painting Contractor at his sole expense.

6.6 When more than one prime coat or finish coat is specified, use a contrasting colour in the first coat to distinguish between the first and second coats.

6.7 The average value of thickness readings taken over any square meter of a scheduled area should be equal or exceed the nominal thickness specified and in no case should any reading be less than 75% of the nominal thickness.

(10)

6.8 Areas where coating thickness either thin or too thick are to be marked and Paint contractor to carry-out repair at such areas. The surface areas shall be inspected to find holidays, runs, sags etc. Holidays, if detected shall be coated before full drying taking place. Runs and sags will be brushed out.

6.9 Determination of the thickness of each coat in a multi-coat system should be an inspection hold-point. When using magnetic gages to measure multi-coat systems, the average of the first coat must be determined prior to application of second coat. Readings taken after the second coat is applied will obviously be the total thickness of the two coats combined, and the specific thickness of the second coat can only be determined by subtracting the average thickness obtained from the first coat reading.

6.10 Holiday or spark testing shall be done for immersion service to find the nicks, scrapes, and pin holes in the coating film. Holiday testing shall be done after application of either the next to last, or last coat of paint.

6.11 After all the coats of paint have been applied, the inspector should verify that the appropriate clean-up is done, and that any abrasions, nicks, or scrapes are repaired as required. If the coating is within the specification the item will be offered to the client or representative inspector where required.

6.12 Occasionally, there is a need to test the adhesion of the coatings after application. “ Measuring adhesion by Tape Test” as described in ASTM D – 3359 shall be used for adhesion test.

6.13 Surface preparation and coating shall be documented using the Format No. 1 (Surface preparation and Coatings Inspection Form).

(11)

FORMAT No. 1 :SURFACE PREPARATION AND COATING INSPECTION FORM

PAGE _____ OF ______

REPORT No. : _____________________ DATE : __________________________ PROJECT : _____________________ DAY : __________________________ CONTRACTOR : _____________________ SHIFT : __________________________

COMPLEX : _____________________ INSPECTOR : ____________________ UNIT No. : __________ COATING SPEC No. / REV : ________ EQUIPMENT No. : ___________________ ________________________________ LINE No. : ___________________________

SUBSTRATE : STEEL / CONCRETE / OTHER

ENVIRONMENTAL CONDITIONS

COATING WORK ACTIVITY

TIME

DRY BULB TEMP o_C

WET BULB TEMP oC RELATIVE HUMIDITY % DEW POINT o_C SURFACE TEMP o_C BLOTTER TEST PRE-SURFACE PREPARATION SP – 1 : _____________________________________________ MASKING / PROTECTION : ____________________ SURFACE DEFECTS : _______________________________________________________________________________________ ___________________________________________________________________________________________________________ SURFACE PREPARATION METHOD : ________________________________________________________________________________________________ ABRASIVE TYPE / SIZE / STORAGE : _________________________________________________________________________ CLEANLINESS SPEC : ________________________________ ACTUAL : ___________________________________ PROFILE SPEC : _____________________________________ ACTUAL : ___________________________________ EQUIPMENT : ______________________________________________________________________________________________

COATING MATERIALS AND MIXING:

PRODUCT (S) : _____________________________________________________________________________________________ BATCH No(s) / QUANTITIES / EXPIRATION DATE : _____________________________________________________________ THINNERS / BATCH No(s) / THINNING RATIO : --_______________________________________________________________ STORAGE : _________________________________________ MIXING : ___________________________________ INDUCTION TIME : __________________________________ POT LIFE EXPIRATION TIME : ________________ MATERIAL TEMPERATURE : _________________________

COATING / LINING APPLICATION : START TIME : _____________ FIISH TIME : ________________ COAT : PRIMER / PRIMER T.U. / SECOND / SECOND T.U. / THIRD / THIRD T.U. / OTHER___________________________ METHOD : _________________________________________ WFT : ______________________________________ RECOAT TIME / TEMP : ______________________________ CURE TIME / TEMP: _________________________ EQUIPMENT : ______________________________________________________________________________________________

APPLIED COATING

VISUAL INSPECTION (FILM IMPERFECTIONS) : ______________________________________________________________ DRY FILM THICKNESS : SPEC _______________ ACTUAL ________________ METHOD ____________________ HOLIDAY TEST : ____________________________________________________ METHOD ____________________________ OTHER TESTING : ____________________________________________________ METHOD ____________________________ TOUCH UP AND REPAIR : ____________________________________________ METHOD : ___________________________

COMMENTS : (USE REVERSE SIDE)

(12)

7. Work to be Performed

7.1 Work to be performed by the Field Painting Contractor includes the furnishing of materials and applying the painting in accordance with this specification.

7.2 Loading/Unloading and handling of materials, equipment and tools shall be performed by the Field Painting Contractor.

7.3 Field cleaning of pipe and equipment that is required prior to painting shall be performed by the Field Painting Contractor. This includes removal of dirt and dust which normally accumulates during storage and construction.

7.4 Work shall be protected against damage during all stages of application by the Field Painting Contractor.

7.5 The Field Painting Contractor shall be responsible for damage caused by wind blown overspray or spatter. The Field Painting Contractor shall take adequate precautions to prevent spattering and over spray of adjacent equipment, paving, structures, vessels, etc., by the use of drop cloths and shields.

7.6 The Field Painting Contractor shall protect name plates, name tags, glasses on temperature indicators, pressure gauges, level instruments, etc., by masking or applying a heavy coat of lubricant. Operating mechanisms such as valve stems and valve positioners must also be protected. Masking and lubricant applied by the Field Painting Contractor shall be removed by him after completion of all work.

7.7 The Filed Painting Contractor shall clean all spatter and over spray from equipment, vessels, tanks, piping, insulation, structures. A daily clean-up of the work area shall be made by the Field Painting Contractor to remove cartons, cans and other discarded containers or equipment.

8. Coating System

Coating systems are listed in Appendix ‘A’. Only those products listed shall be used unless alternate products are approved by Reliance.

9. Coating Schedule

9.1 Surface preparation, priming and finish coating for all vendor supplied equipment, vessels, exchangers, pumps, instrument panels etc. shall be in accordance with the schedule shown in Appendix ‘D’.

9.2 The paint system shall be applicable to carbon steel and low alloy (9% chrome or less)

9.3 All vendor supplied items like equipments,vessels, exchangers, pumps, instrument panels etc shall conform to Appendix ‘D’.

9.4 Regardless of insulation requirements, stainless steel including “austenitic” shall not be painted. All stainless steel shall be unprotected.

(13)

9.5 Insulated Tanks shall not be painted. All other Tankages shall be painted in accordance with the Appendix ‘D’ (other than Marine environment) or Appendix ‘E’ (Marine environment).

9.6 All Piping will be painted in accordance with the Appendix ‘D’ or ‘E’.

9.7 Galvanising shall only be used on stair treads, open grid flooring and steel gratings. All other structural parts to be painted in accordance with Appendix ‘D’ or Appendix ‘E’.

10. Colour Schedule

10.1 In order to identify the contents of pipelines, colour code painting is required to be carried-out. The system of colour coding consists of basic identification colour together with colour bands.

10.2 The basic identification colour can be applied either on the entire length of the pipe or over a small length, minimum of 300 mm, and vary distinct from Primary and Secondary colour bands as shown in Appendix ‘C’.

10.3 The ground colour shall be as given in Appendix ‘B’. Ground colour will be applied to the entire surface of equipment except on precision machined surfaces, non-ferrous and threaded parts. On the pipes, the ground colour will be applied over the outer surface of uninsulated pipes. Valves on the pipelines shall be painted with the same ground colour.

10.4 The Service identification colour bands shall be in accordance with Appendix ‘C’. The colour band system is based on BS 1710. Colour bands as shown in ‘Figure 1’ are used over uninsulated as well as insulated piping (on cladding).

10.5 The colour bands serve the purpose of identification as well as flow direction.

10.6 Identification colour bands to be provided for Uninsulated and Insulated Process and Utility Piping.

10.7 Aluminium colour (ground colour as mentioned in Appendix B) shall be “Non Leafing” grade

(14)

11. Appendices

Appendix A : Coating Systems

Appendix B : Coating Colour Schedule

Appendix C : Identification of Services – Colour Coding of Piping

Appendix D : Coating Schedule (Other than Marine Environment)

(15)

Appendix A

Coating Systems

TYPE DESCRIPTION

01 Inorganic Zinc Silicate Primer

Dry film thickness 75 microns

Required surface profile: 50 microns

Maximum temperature resistance: 400oC

Minimum Volume solids 58 ASTM D2697

02 High Temperature Silicone Acrylic

Dry film thickness : 50 microns

Required surface preparation: Clean,dry inorganic zinc primer (type 01)

Maximum temperature resistance 200oC

03 High Temperature Silicone Aluminium

Dry film thickness: 25 microns

Required surface preparation: Clean,dry inorganic zinc primer (type 01)

Maximum temperature resistance 600oC (1)

These materials must generally be exposed to 175 o C or higher to fully cure. Coating must be capable of “curing” to handle at ambient temperature.

(16)

TYPE DESCRIPTION

04 Zinc Rich Epoxy Primer

Required surface preparation: 25-35 microns

Maximum temperature resistance: 120oC

Minimum Volume Solids : 59 ASTM D2697

05 High Build MIO Epoxy Intermediate

Required surface preparation : Clean, dry epoxy primer (type 04)

Maximum temperature resistance : 120oC

The quantity of MIO in the main pigment shall be 80% by weight

06 Aliphatic Urethane Finish

Required surface preparation : Clean. Dry epoxy intermediate (type 05)

07 “Zinc Free” High Temperature Air Curing Finish Coat

Required surface preparation : Clean, dry and salt free

08 High Build Epoxy for Stainless Steel

Dry Film thickness : 100 microns

Required surface profile : Sweep blast with aluminium oxide

(17)

09 Coal Tar Epoxy

10 Amine Adduct Cured Epoxy

11 Inorganic sealer top coat

Wet film thickness : 50 microns

Dry film thickness: 10 microns (mini.)

Maximum temperature resistance: 600 oC

Minimum volume solids: 6% ASTM D2697

12 Polysiloxane high heat coating

Maximum temperature resistance: 600 oC

13 Inorganic Zinc Pre-construction Primer

Dry film thickness: 15-20 microns Maximum temperature resistance: 400 o C

(18)

14 High Build Chlorinated Rubber Zinc Phosphate Primer

Single pack chlorinated rubber medium plasticised with unsaponifiable plasticiser pigmented with zinc phosphate

Maximum temperature resistance: 60 o C

Main pigment content shall be 40% by weight of total pigment (min.)

15 High Build Chlorinated Rubber MIO Paint

The quantity of MIO in the main pigment shall be 60% by weight.

16 Chlorinated Rubber Finish

Single pack plasticised chlorinated rubber medium with chemical and weather resistant pigments.

Main pigment content shall be 90% by weight of total pigment (Mini.).

17 Synthetic Enamel (Suitable for over-coating primer types 01 and finish coat type16)

(19)

18 Epoxy Finish Coat

Minimum volume solids: 45 ASTM D2697

19 High Build Epoxy Intermediate

Minimum Volume solids: 55 ASTM D2697

20 High Build Epoxy Intermediate

(20)

The products identified in the following table match with the Coating System in Appendix ‘A’

TYPE COMPANY (Note 7)

CARBOLINE INTERNATIONAL AMERON BERGER ASIAN

01 Carbozinc 12 Interzinc 12 Dimetcote 9 FT Zinc Anode 11 Apcosil-605 02 Carboline 1248 Intertherm 875 Amercoat 891 -

-03 Carboline 4674 Intertherm 50 Amercoat 878 -

-04 Carboline 658 Interzinc 72 Amercoat 68HS Epilux 4HB Zinc Rich Primer

Asian EZRP PC 1299 05 Carboline

190HB MIO Interguard 400 Amercoat 383 MIO

Epilux 155HB Ä (RPL MIO) Apcodur MIO (RPL MIO) 06 Carboline 133HB Interthane 799 Amercoat 450 SA Berger Thane 41 S/G Apcothane HBPU (PC 1303) 07 - Intertherm 50 or Intern. XGP 639 Amercoat 741 -Apcotherm HR finish

08 Carbomastic 15 Interplus 256 Amerlock 400 -

-09 Carbomastic 14 Á Intertuf 708 Amercoat SSPC.16 Epilux 555 Hb Apcodur CF655 10 Carboline 187_Â À Interline 944 Amercoat 90 Epilux 78HBTL_Ã Apcodur CF699

(Note 6)

11 - - Amercoat 710 -

-12 - Intertherm 601 Amercoat PSX 892

HS -

-13 Caroweld 11

HS Interplate 11 Dimetcote DSP - Apcocil-611

14 CDC

Multibond 2000 Interchlor HB Primer

-Linosol HB Red oxide ZP Primer Asiochlor EHB ZP (PC 1417) 15 CDC

Multibond 2001 Interchlor HB MIO - Linosol MIO

Asiochlor HB MIO (PC 1416)

16 - Interchlor Finish - Linosol Hi Build

CR Paint Asiochlor HB Coating (PC 1226) 17 - - - -18 - - - Asian Epoxy HB Coating (PC 1262) 19 - - - - Asian Epoxy HB Coating (PC 1262) 20 - - -

-NOTE

All vendor supplied items to conform to Appendix 'B'.

À

For potable water service Interline 925@400 microns DFT shall be used in lieu of Interline 944

Á

An alternative to Intertuf 708 is Intertuf JXA 727/720

Â

For potable water service, carboline 891 shall be used in lieu of carboline 187

Ã

After complete cure the coating shall be thoroughly rinsed with potable water prior to being placed in service

Ä

Epilux 155 HB MIO shall be "RIL" grade only. Standard material shall NOT be used

Å

Apcodur-CF699 is approved for all services except POTABLE WATER

Æ

Generally suitable for type of application , however Data Sheet should be checked to ensure compatibility for the operating temperature and other special features.

(21)

Appendix B : Coating Colour Schedule

CODE

LETTER DESCRIPTION COLOUR

BRITISH STD : 4800*

C Columns , Pressure Vessels, Exchangers Aluminium

-Tankages :

Heated (Except Acid, Caustic, Water) Black 00 - E - 53 Refrigerated, Tanks inside battery limits White

-F

All Tanks in Tank Farm Area Sand

-Rotating equipment :

Pumps, Compressors, Turbines, Fans, Motors Light Grey 10 - A - 03

G

Uncovered moving parts that could cause injury Orange 06 - E - 51

J Instrument Equipment Light Grey 10 - A – 03

Piping, Valves, Fittings etc :

AIR services, unless galvanised Light blue 20 - E - 51

Underground (Buried) Black 00 – E – 53

Above ground – Fire Water , Foam etc Fire Red 04 – E – 53 All other services except the above (Service identification

bands – Refer Appendix C ) Light Grey 10 – A – 03

L

Transition Flanges (between Above ground and Below

ground) Yellow 08 – E – 51

Structural Steel work (Unless Galvanised) and Concrete :

Framework, Columns, Beams and Pipe Supports Light Grey 10 - A - 03 Stairs, Platforms, Floor Plates, Kickplates Black 00 – E – 53

M

Ladders, Ladder Cages, Hand rails

Yellow 08 – E – 51

P Electrical Equipment Light Grey 10 – A – 03

Fire Protection Materials and Equipment :

Foamatic Hydrants, Water Hydrants, Extinguishers, Sprinkler Systems, Alarm Boxes, Fire doors, Connections and Cabinets for Fire Blankets and Hoses

Fire Red 04 – E – 53

Safety Equipment :

Safety Showers, Eyewash fountains, First Aid Equipments, etc.

Green 14 – C – 39 Note : * Corresponding Equivalent / Nearest IS colour shade is enclosed in cl. 6.0 of Appendix – C

(22)

Table 1 : Identification of Services

PIPE CONTENTS SYMBOLS

BASIC IDENTIFICATION BAND PRIMARY IDENTIFICATION BAND SECONDARY IDENTIFICATION BAND BOILER FEED WATER WB CRIMSON 04-D-45 -COOLING

WATER (FRESH) WC WHITE 00-E-55

-COOLING WATER (SEA WATER)

WC WHITE 00-E-55 YELLOW 10-C-33

DESALINATED

WATER WD SKY BLUE 18-E-49

-EFFLUENT

WATER WE BROWN 06-C-39 BLACK 00-E-53

WATER WITH

OIL WO BROWN 06-C-39

-POTABLE

WATER WP BLUE 18-E-53

-DEMINERALISED WATER WA RED PURPLE 02-C-33 -TREATED EFFLUENT WATER

WT BROWN 06-C-39 WHITE 00-E-55

UTILITY WATER WU PURPLE

BLUE 20-C-37

-SEA WATER WS YELLOW 10-C-33

-SOUR WATER WX VIOLET 22-D-45

-CONTAMINATED WATER WK BROWN 06-C-39 -PROCESS WATER WR GREEN (For -Water) 12-D-45 PURPLE 24-C-33 -FIRE WATER

(FRESH) WF RED 04-E-53 COMPLETE PIPE

FIRE WATER

(SEA WATER) WM RED 04-E-53 COMPLETE PIPE

DIESEL DL WHITE 00-E-55

-FUEL OIL FO CRIMSON 04-D-45

-LUBE OIL LO EMARALED

GREEN 14-E-53

-SEAL OR

GLAND OIL SO

SALMN

PINK 04-C-33

-FLUSHING OIL FL PURPLE 24-C-33

-FIRE FOAM FF

BROWN

(For Oils) 06-C-39

RED 04-E-53

-BREATHING AIR AB PALE

GREEN 14-C-31

LIGHT BLUE FOR COMPLETE PIPE INSTRUMENT

AIR AI CREAM 08-C-31

LIGHT BLUE FOR COMPLETE PIPE PLANT AIR AP LIGHT GREY (For Air) 10-A-03

BEIGE 10-B-17 LIGHT BLUE FOR

(23)

PIPE CONTENTS SYMBOLS BASIC IDENTIFICATION BAND PRIMARY IDENTIFICATION BAND SECONDARY IDENTIFICATION BAND FUEL GAS (SWEET) FG GREEN 14-C-39 PALE GREEN 14-C-31

FUEL GAS (SOUR) FS GREEN 14-C-39 VIOLET 22-C-37

FLUE GAS LG VIOLET 22-C-37

-OVERHEAD GAS FROM AMINE PLANT

AG PURPLE 24-C-39

-REFRIGERANT RT SEA GREEN 16-C-37

-GENERAL

HYDROCARBONS PA BROWN 06-C-39

-HYDROCARBONS

WITH SULPHUR PB YELLOW 10-E-49

-HYDROCARBONS

WITH HYDROGEN PC PURPLE 24-C-33

-HYDROCARBONS WITH HYDROGEN & H2S

PD PURPLE 24-C-33 YELLOW 10-E-49

HYDROCARBONS WITH SOUR WATER PE VIOLET 22-D-45 GREEN 12-D-45 PROCESS BLOWDOWN GENERAL HYDROCARBONS BA BROWN 06-C-39 -HYDROCARBONS

WITH SULPHUR BB YELLOW 10-E-49

-HYDROCARBONS

WITH HYDROGEN BC PURPLE 24-C-33

-HYDROCARBONS WITH HYDROGEN & H2S

BD PURPLE 24-C-33 YELLOW 10-E-49

HYDROCARBONS WITH SOUR WATER

BE VIOLET 22-D-45 GREEN 12-D-45

HYDROGEN HY CHARCOAL 00-A-13

-NITROGEN NI WHITE 00-E-55

-COKER MAZE

DRAIN MD BLACK 00-E-53

SKY

BLUE 18-E-49

CRACKED SLOPS SC BLACK 00-E-53 YELLOW 10-E-49

HEAVY SLOPS SH BLACK 00-E-53 GREEN

YELLOW 12-E-53 LIGHT SLOPS SL YELLOW OCHRE (For Gases either Gaseous or Liquefied) 08-C-35

BLACK 00-E-53 GREEN

(24)

PIPE CONTENTS SYMBOLS BASIC IDENTIFICATION BAND PRIMARY IDENTIFICATION BAND SECONDARY IDENTIFICATION BAND CATALYST CT PINK 04-C-33 -MOLTEN

SULPHUR SU YELLOW 10-E-49

-CHEMICALS CH LIGHT GREEN 12-C-33 -AMINES CA PALE GREEN 14-C-31 -HIGH STRENGTH CAUSTIC (25% OR GREATER) CB DARK GREEN 14-C-39 PALE GREEN 14-C-31

SULPHURIC ACID VA YELLOW 10-D-45

-HYDROCHLORIC ACID HA CREAM 10-B-15 -LOW STRENGTH CAUSTIC (LESS THAN 20% CONC.) CC VIOLET (For Chemical or Acid) 22-C-37 PALE GREEN 14-C-31 DARK GREEN 14-C-39 LOW LOW PRESSURE STEAM YS PALE GREEN 14-C-31 -LOW PRESSURE STEAM LS DARK GREEN 14-C-39 -MEDIUM

PRESSURE STEAM MS GREEN 14-E-51

-HIGH PRESSURE STEAM HS GREEN YELLOW 12-D-43 -HIGH -HIGH PRESSURE STEAM ZS GREEN YELLOW 12-E-51 -RELIEF & BLOWDOWN STEAM BS GREEN YELLOW 12-C-33 -LOW -LOW PRESSURE CONDENSATE YC PALE GREEN 14-C-31 -LOW PRESSURE CONDENSATE LC DARK GREEN 14-C-39 -MEDIUM PRESSURE CONDENSATE MC GREEN 14-E-51 -HIGH PRESSURE CONDENSATE HC GREEN YELLOW 12-D-43 -HIGH -HIGH PRESSURE CONDENSATE ZC CHARCOAL GREY (For Steam & Condensate) 00-A-13 GREEN YELLOW 12-E-51

(25)

-1.0 Flow Direction

Band markings and arrows shall be made at the unit battery limits and then on convenient location at the point of use. It is recommended to adopt one method for the entire plant.

1.1 Flow direction by bands

1.1.1 The coding shall be arranged as indicated in Figure – 1.

FIGURE 1

Basic Identification Colour Band Direction of Flow

Primary Colour Band

Dia PA

C A D A

Contents Code

B

1.1.2 For Dia > 4”, dimensions of ‘A’ and ‘D’ shall be 2 x Dia. (18” maximum) and dimensions of ‘B’ and ‘C’ shall be Dia / 2 (9” maximum).

1.1.3 For Dia < 4” , A = 100 mm, B = 50 mm, C = 25 mm and D = 100 mm.

1.1.4 Colour Band ‘C’ is located on down stream side of Basic Identification colour bands and indicates direction of flow. In case of double direction flow, the band ‘C’ will be located each side of band ‘A’.

1.2 Flow direction by Arrows

1.2.1 The arrows shall be situated in the proximity of the basic identification colour and painted White or Black in order to contrast clearly with the basic identification colour.

1.2.2 Arrow size :

- For pipes diameter 2” to 6”, arrow to fit in a 25 mm x 100 mm rectangular. - For pipes diameter 8” and above, arrow to fit in a 50 mm x 150 mm

rectangular.

1.2.3 Where flow of fluid is possible in either direction, the arrows will be indicated one above the other and the arrow heads in opposite directions. The colour of both the arrows will be same.

(26)

2.0 Identification with two colour bands (Primary and Secondary)

2.1. The procedure as indicated in Figure – 2 shall be used to identify services (such as for fuel gas, hydrocarbons etc) with two colour bands (Primary and Secondary) as described in Table – 1.

Figure- 2

Basic Identification Band Primary Band colour

D/3 D/3 D/3

Direction of Flow C B A A

D Secondary Band

2.2 The dimensions of ‘A’, ‘B’, ‘C’ and ‘D’ are same as per para 1.1.2 and 1.1.3.

3.0 Hazardous Mediums

Where the piping system carries a hazardous product, a panel of equal diagonal stripes (black and yellow colours) shall be superimposed on the pipe on both ends of the basic identification bands as detailed in Figure – 3.

Figure - 3

Direction of flow Basic Identification Bands

Equal Width Bands ** Primary Colour Band 45o

PA

A B C A D A B A

Contents Code

Hazard Marking Hazard Marking

Note : 1) ** Stripes of Black 00-E-33 & Yellow 08-E-51 2) All other dimensions are as per para 1.1.2 & 1.1.3

(27)

4.0 Details of Contents Code Indication

4.1 The contents code indications shall be painted either in White or in Black in order to contrast clearly with the colour of paint on the pipe or equipment. For insulated lines the code indications shall be painted over the cladding of the insulation.

4.2 The name of fluid flowing inside a pipeline shall be indicated. The line number shall also be painted on the pipelines. The pressure or temperature of the fluid inside the pipeline shall not be indicated.

4.3 The contents code indication as described above shall be painted at following locations or such other places where quick identification is deemed necessary.

Pipe lines : At all junctions, both sides of valves, both sides of service appliances and at intervals of 30 Mtr on straight pipe lengths

For long straight lengths of pipelines, e.g., transfer lines, the interval of 30Mtr for code indication may be varied at the discretion of the Reliance.

4.4 The size of lettering for code indication on the insulated as well as uninsulated pipes is as follows. These sizes are only indicative and may be varied by the Reliance Engineer.

For Pipes : Diameter 2” NB - 25 mm letters

For Pipes : Diameter 3” to 6” NB - 50 mm letters

For Pipes : Diameter 8”NB and above - 80 mm letters

5.0 Code Indication for Small Diameter Pipes

Code indication marking by paint may not be done for uninsulated pipelines of nominal diameter 1 ½” and below and for insulated lines less than 1” diameter.

For such pipes, the indication markings shall be punched on lead tags secured to the pipe. Such tags shall be provided at locations described in section 4.3 above. The size of the tag and the method of tying it with pipeline shall be as per advice of the Reliance Engineer.

(28)

6.0 Equivalent / Nearest IS Colour Shades

SL

No. SHADE NAME SHADE NAME

IS CODE / BERGER

1 CHARCOAL / CHAR. GREY 00-A-13 IS 671

2 BLACK 00-E-53

-3 WHITE 00-E-55

-4 RED PURPLE 02-C-33 BERGER-589

5 SALMON PINK / PINK 04-C-33 BERGER-435

6 CRIMSON 04-D-45 IS 540

7 FIRE RED 04-E-53 IS 536

8 BROWN 06-C-39 IS 415 9 ORANGE 06-E-51 IS 557 10 CREAM 08-C-31 IS 442 11 YELLOW 08-C-35 IS 361 12 YELLOW 08-E-51 IS 356 13 LT GREY 10-A-03 IS 631 14 CREAM 10-B-15 BERGER-095 15 BEIGE 10-B-17 IS 364 16 YELLOW 10-C-33 IS 352 17 YELLOW 10-D-45 IS 222 18 YELLOW 10-E-49 IS 365

19 GREEN YELLOW / LT GREEN 12-C-33 IS 216

20 GREEN YELLOW 12-D-43 IS 278

21 GREEN 12-D-45 IS 219

22 GREEN YELLOW 12-E-51 IS 354

23 GOLD.YELLOW 12-E-53 IS 218

24 PALE GREEN 14-C-31 IS 275

25 GREEN / DARK GREEN 14-C-39 IS 226

26 GREEN 14-E-51 IS 280

27 EMERALD GREEN 14-E-53 IS 299

28 SEA GREEN 16-C-37 IS 102

29 SKY BLUE 18-E-49 IS 177

30 BLUE 18-E-53 IS 176

31 PURPLE BLUE 20-C-37 IS 166

32 LT. BLUE 20-E-51 BERGER-134

(29)

Sl

No. SHADE NAME SHADE NAME

IS CODE / BERGER

34 VIOLET 22-D-45 IS 108

35 PURPLE 24-C-33 BERGER-728

(30)

(31)

“C’ Painting Schedule

Columns/Pressure Vessels/Exchangers/Heaters

SURFACE PREPARATION , PRIMING & COATING

SURFACE PREP FIRST COAT INTERMEDIATE

COAT FINISH COAT CODE DESCRIPTION TYPE WHERE DONE TYPE WHERE APPLIED TYPE WHERE APPLIED TYPE WHERE APPLIED MIN. TOTAL DFT MICRONS REMARKS Ca To be insulated fireproofed upto 400o C SA3 /

2 1/2 Shop 01 Shop - - 07 Shop 150

Cb

Uninsulated upto 120o C and nonfireproofed vessels skirts

SA2 1/2 Shop 04 Shop 05 Shop 06 Shop 245

Cc Uninsulated 121

o

C to 175o C

SA3 /

2 1/2 Shop 01 Shop - - 02 Shop 125

Primed surface to be free of zinc salts prior to finish coating Cd Uninsulated 176 o C to 400o C SA3 /

2 1/2 Shop 01 Shop - - 03 Field 100

As “Cc” above notes. Finish coat 03 may not fully cure until equipment is in service.

Ce

Ladders,platforms

including framing and steel supports other than vessel clips, handrails, stair treads, open grid flooring, toe boards, floor plates

SA2 1/2

Hot dip galvanise to BS 729. Min. Coating WT 610 grams/m2

Where not galvanised use systems “Cb” except as identified under code “Ch”

Cf

Austenitic stainless steel. Operating between 50oC and 120o C “See Remark” SA 2 1/2 Shop - - - - 08 at (100 DFT) Shop 100

Surface to be blast cleaned with “Vasilgrit” or other suitable Aluminium oxide abrasive.

Cg Austenitic stainless steel. Operating between 120oC and 200o C “See Remark” SA 2 1/2 Shop - - 02 at (30 DFT) 02 at (30 DFT)

Shop 60 Surface to be blast cleaned with “Vasilgrit” or other suitable Aluminium oxide abrasive

Ch Stair treads, open grid

flooring, steel gratings SA 2

Shop - 3 Coats Bituminous paint to BS:3416 Type 1 applied by dipping, DFT 40 microns per coat

(32)

“C’ Painting Schedule

Columns/Pressure Vessels/Exchangers/Heaters

COAT FINISH COAT

CODE DESCRIPTION TYPE WHERE DONE TYPE WHERE APPLIED TYPE WHERE APPLIED TYPE WHERE APPLIED MIN. TOTAL DFT MICRONS REMARKS

Ci Direct buried vessels upto 400o C SA 3 / 2 1/2 Shop 01 Shop 07 Note 3 Shop 11 Note 4 Shop or Field 200 Note 3 Note 4 Note 5

For this service the coating shall be Amercoat 741 applied @ 125 microns D.F.T. The coat (Amercoat 710 ) shall be applied after previous coat has fully cured only This system will only be used in tandem with cathodic protection.

Cj All vessels operating above

(33)

“F’ Painting Schedule Tankage

SURFACE PREPARATION, PRIMING & COATING

CODE DESCRIPTION TYPE WHERE DONE TYPE WHERE APPLIED TYPE WHERE APPLIED TYPE WHERE APPLIED MIN. TOTAL DFT MICRONS REMARKS Fa External Insulated - No Painting -Fb External Uninsulated upto 120oC

SA2 1/2 Field 01 Field 20 Field 18

(Note 1) Field 200

Where preparation is carried out in a shop or offsite it is mandatory that the first coat to be carried out at the same location

Fc

External

Uninsulated 121oC to 175oC

SA2 1/2 Field 01 Field - - 02 or

07 Field 125

Primed surface to be free of zinc salts prior to finish coating. Shop built tanks will be shop painted

Fd Internal

Potable water SA2 1/2 Field 10 Field 10 Field 10 Field 240

Drinking water grade, approved National Water Council Certificate required. Shop built tanks will be shop painted Fe Internal Industrial water, Ballast water, Slop Water, Demineralised Water

SA2 ½ Field 09 Field - - 09 Field 350 Shop built tanks will

be shop painted.

Ff Internal SA2 1/2 Field 10 Field 10 Field 10 Field 240

This system for corrosive service only.

Shop built tanks will be shop painted

(34)

“F’ Painting Schedule Tankage (Continued)

CODE DESCRIPTION TYPE WHERE DONE TYPE WHERE APPLIED TYPE WHERE APPLIED TYPE WHERE APPLIED MIN. TOTAL DFT MICRONS REMARKS Fg External

Underside of all Tanks

SA2 ½

(Note 2) Field 09 Field - 175

A strip 75 mm wide at plate edge shall be left bare to avoid welding

contamination Fh

External

Austenitic stainless steel operating between 50o C and 120o C

- No Painting

Fi

External

Austenitic stainless steel operating between 121o C and 200o C

- No Painting

Note 1: Tankage within the Tank Farms that are designated Code Fb shall be camouflaged, as such they shall be finish painted with 60 microns of paint Type 18 to ensure a dull appearance.

Note 2: Where carboline Carbomastic 14 or Apcodur CF 655 (Asian) is used as the primer for the underside of tank plate , a commercial blast to SA 2 is acceptable. ( This does not apply to any immersion services)

(35)

“G’ Painting Schedule

Rotating Equipment (Including Pumps, Compressors, Fans, Motors, etc.)

CODE DESCRIPTION TYPE WHERE DONE TYPE WHERE APPLIED TYPE WHERE APPLIED TYPE WHERE APPLIED MIN. TOTAL DFT MICRONS REMARKS Ga External

1. All except “Gb” as for codes Ca to Cg

2. Machinery and drivers, instruments and associated valves may be finish coated with manufacturer’s standard coating system.

Note: This standard will be subject to Reliance approval

Manufacturers should notify detauls of the proposed paints systems to facilitate repair and maintenance. This system must be capable of the withstanding the enviornmental conditions for a period 5 years to Re 3 on European scale of degree of rusting.

Total system to be shop applied

Gb Moving Parts As for the system Cb with the exception that surface preparation will be to Standard ST3 Total system to be shop applied

Gc Austenitic stainless steel

(36)

“J’ Painting Schedule

Instrumentation Equipment

CODE DESCRIPTION TYPE WHERE DONE TYPE WHERE APPLIED TYPE WHERE APPLIED TYPE WHERE APPLIED MIN. TOTAL DFT MICRONS REMARKS

Ja Housing and Equipment

Supports Shop 04 Shop 05

Shop or

Field 06

Shop or Field

245 Housing to be finished coated in seller works Jb Control panels This equipment shall have its surface prepared, primed and finished in accordance with manufacturers

standards.

Note: This standard will subject to Reliance approval. The system must be cable of withstanding the environmental conditions for a period of 5 years to ‘Re 3” on the European scale of degree of rusting.

All panels must display a smooth finish appearance. Hammered or stippled etc. Are not

acceptable. Jc Austenitic stainless steel Refer to Codes “Cf” and “Cg”.

(37)

“L” Painting Schedule

Piping, Valves and Fittings SURFACE PREPARATION, PRIMING & COATING

CODE DESCRIPTION TYPE WHERE DONE TYPE WHERE APPLIED TYPE WHERE APPLIED TYPE WHERE APPLIED MIN. TOTAL DFT MICRONS REMARKS La1

CS/AS Systems above 60oC but less than 120oC and not require steam out (Uninsulated)

SA2 1/2 Shop 01 Shop Note 4 - 06 Field 150

For PP insulated portion Type 01 to be applied.

La2

CS/AS Systems

(i) above 120oC but less than 200oC

(ii) Systems operating below 120oC but require steam out (Uninsulated)

For PP insulated portion, generally no paint is required but Type 01 may be applied.

La3

Systems above 200oC but less than 400o C

(Uninsulated)

SA2 1/2 Shop 01 Shop Note 4 - 07

(Note 7) Field 150

Lb Systems upto 120

o

C that require

Colour coating SA2 1/2 Shop 01 Shop Note 4 - 06 Field 150 e.g. Fire water piping

1) Piping upto 60oC but not require steam out

Lc

2)Flare(OSBL)

SA2 1/2 Shop 14 Shop 15 Shop or

Field

16 Field 200 Type 15 to be applied_{in shop within 28 days} of Primer application.

Lh1 Hot insulated piping 120o C SA2 1/2 Shop 01 Shop

This is also applicable for hot insulated piping upto 120o C which require steam out.

Lh2 Hot insulated piping > 120o C

-Note: The coating system for “Off the Shelf” valves could be manufactures standards subject to Reliance’s approval. The system must be capable of withstanding the environmental conditions for a period of 5 years to “Re 3” on the European scale of degree of rusting.

(38)

“L’ Painting Schedule

Piping, Valves and Fittings (Continued)

CODE DESCRIPTION TYPE WHERE DONE TYPE WHERE APPLIED TYPE WHERE APPLIED TYPE WHERE APPLIED MIN. TOTAL DFT MICRONS REMARKS

Le Austenitic stainless steel

operating 50oC and 120oC - - -

-Lf Austenitic stainless steel

operating 121oC and 200oC - - -

-Lg1

Closed drain buried piping

operating above 65oC SA2 1/2 Shop 01 Shop

07 (Note 1) Shop 11 (Note 2) Shop or Field 200 Cathodic Protection by sacrificial anode ( Note 3)

Lg2 Operating below 65o C SA2 1/2 Shop 09 Shop - - 75 Note 5

Note 1: For this service , the coating shall be Amercoat 741 applied at 125 microns DFT

Note 2: This coating ( Amercoat 710) is a low solids sealer coat that shall only be applied after previous coat has fully cured Note 3: It is mandatory that this system is protected by sacrificial anode cathodic protection

Note 4: Intermediate coat exempted

Note 5: External surface protection by coating and wrapping

Note 6: Field joint Coating – Temperature from 0oC to 204oC : CDC Paint HM 21 (Primer –75 microns) and HM1248 (Intermediate-75 microns) with ST 2 surface preparation.

(39)

“M” Painting Schedule

Structural Steelwork and Concrete

CODE DESCRIPTION TYPE WHERE DONE TYPE WHERE APPLIED TYPE WHERE APPLIED TYPE WHERE APPLIED MIN. TOTAL DFT MICRONS REMARKS

Ma General not concrete encased

SA3 /

2 1/2 Shop

14

(Note 1) Shop 15 Shop 16 Field 200

i) Primed surface to be free of zinc salts prior to finish coating ii) Intermediate coat to be applied within 28 days of primer application. Mb General concrete encased SA3 / 2 1/2 Shop 14 Shop - - 16 Field or Shop (Note 2) 125 Primed surface to be free of zinc salts prior to finish coating

Mc Stair Treads,

Open Grid Floor plates SA2 1/2 Hot dip galvanised to BS 729 Min. coating Wt. 610 grams/m

2

Where no galvanised, use system Cb except as identified under code Md (Note 3) Md Stair Treads, open grid

flooring, steel gratings SA2 1/2

3 Coats of Bituminous paints to BS 3416 Type 1 applied by dipping.

DFT 40 microns per coat 120

Me

Structural steel protection with light weight proofing

As per “Mb” above .

Mf

Ladder, Handrails. Toe boards, Platforms including framing and steel supports

SA2 1/2 Shop 14 Shop 15 Shop 16 Field 200

Refer remarks of Code Ma (Note 1) Note 1: Reliance Fabrication shop may apply “Pre-Construction”, based on requirement (but not mandatory) primer Type –13, DFT 15 to 20 microns. Note 2 : If fireproofing is applied away from job site, the finish paint coating over steelwork shall also be applied at the same location

Note 3 : Repair to Damaged Galvanised Surfaces - Damaged areas of galvanised structures shall be feathered back to sound coating and cleaned as per SSPC-SP3. The area shall be coated with a high zinc dust content galvanising repair coating such as METAL FLUX or approved equal.

(40)

“P” Painting Schedule

Electrical Equipment

CODE DESCRIPTION TYPE WHERE DONE TYPE WHERE APPLIED TYPE WHERE APPLIED TYPE WHERE APPLIED MIN. TOTAL DFT MICRONS REMARKS Pa Motors, Switchgears, Std Equipment Junction Boxes

This equipment shall be prepared, primed and finished in accordance with manufacturer’s Standards. The system must be capable of withstanding the environment conditions for period of 5 years to “Re 3” on the European scale of rusting

Manufacturer’s Standard will be subject to Reliance approval

Pb Equipment Supports,

Motor Control Stations SA2 1/2 Shop 04 Shop 05

Shop or Field 06 Shop or Field 245 .Shop fabricated supports will be painted in the shop.

Pc Austenitic stainless steel Refer to Codes “Cf” and “Cg”.

Pd Cabble tray and Ladder Rack SA2 1/2 Hot dip galvanised to BS 729 .

(41)

Appendix E : Coating Schedule (Marine Environment)

1) “C” Painting Schedule – Columns / Pressure Vessels / Exchangers / Heaters : Same as Appendix ‘D’ 2) “G” Painting Schedule – Rotating Equipment : Same as Appendix ‘D’ (Including Pumps, Compressors, Fans, Motor, etc)

3) “J” Painting Schedule – Instrumentation Equipment : Same as Appendix ‘D’ 4) “P” Painting Schedule – Electrical Equipment : Same as Appendix ‘D’

(42)

“F’ Painting Schedule Tankage

CODE DESCRIPTION TYPE WHERE DONE TYPE WHERE APPLIED TYPE WHERE APPLIED TYPE WHERE APPLIED MIN. TOTAL DFT MICRONS REMARKS Fa External Insulated No Painting Fb External Uninsulated upto 120oC SA2 1/2 Field 01

(60 microns) Field 19 Field

18

(Note 1) Field 220

Where preparation is carried out in a shop or offsite it is mandatory that the first coat to be carried out at the same location Fc External Uninsulated 121oC to 175oC SA2 1/2 Field 01 (60 microns) Field - -02 or 07 Field 110 Primed surface to be free of zinc salts prior to finish coating. Shop built tanks will be shop painted

Fd Internal

Potable water SA2 1/2 Field 10 Field 10 Field 10 Field 240

Drinking water grade, approved National Water Council Certificate required. Shop built tanks will be shop painted Fe Internal Industrial water, Ballast water, Slop Water, Demineralised Water

SA2 1/2 Field 09 Field - - 09 Field 350 Shop built tanks will

be shop painted.

Ff Internal SA2 1/2 Field 10 Field 10 Field 10 Field 240

This system for corrosive service only.

Shop built tanks will be shop painted

(43)

“F’ Painting Schedule Tankage (Continued)

CODE DESCRIPTION TYPE WHER E DONE TYPE WHERE APPLIED TYPE WHERE APPLIED TYPE WHERE APPLIED MIN. TOTAL DFT MICRONS REMARKS Fg External

Underside of all Tanks

SA2 1/2

(Note 2) Field 09 Field

-A strip 75 mm wide at plate edge shall be left bare to avoid welding

contamination Fh

External

Austenitic stainless steel operating between 50oC and 120oC

- No Painting

Fi

External

Austenitic stainless steel operating between 121oC and 200o C

- No Painting

Note 1: Tankage within the Tank Farms that are designated Code Fb shall be camouflaged, as such they shall be finish painted with 60 microns of paint Type 18 to ensure a dull appearance.

All other tanks shall be finish painted with 60 microns of paint Type 06

Note 2: Where carboline Carbomastic 14 or Apcodur CF 655 (Asian) is used as the primer for the underside of tank plate , a commercial blast to SA 2 is acceptable. ( This does not apply to any immersion services)

(44)

“L’ Painting Schedule Piping, Valves and Fittings

SURFACE PREPARATION ,PRIMING & COATING

CODE DESCRIPTION TYPE WHERE DONE TYPE WHERE APPLIED TYPE WHERE APPLIED TYPE WHERE APPLIED MIN. TOTAL DFT MICRONS REMARKS Lb1

CS/AS Systems above 60oC but less than 120oC and not require steam out

(Uninsulated)

For PP insulated portion Type 01 to be applied.

Lb2

CS/AS Systems

(i) above 120oC but less than 200oC

(ii) Systems operating below 120oC but require steam out (Uninsulated)

Lb3

Systems above 200oC (Uninsulated) but less than 400o C

SA2 1/2 Shop 01 Shop Note 4 - 07

( Note 7) Field 150

Lb CS Systems upto 120

o

C that

require Colour coating SA2 1/2 Shop 01 Shop Note 4 - 06 Field 150 e.g. Fire water piping

1)CS Piping upto 60oC but not require steam out

Lc 2)Flare System upto 60oC SA2 1/2 Shop 01 Shop 15

Shop or

Field 16 Field 200

Lh1 Hot insulated piping 120oC SA2 1/2 Shop 01 Shop 75

This is also applicable for hot insulated piping upto 120o C which require steam out.

Lh2 Hot insulated piping >120oC - - -

-Note: The coating system for “Off the Shelf” valves could be manufactures standards subject to Reliance’s approval. The system must be capable of withstanding the environmental conditions for a period of 5 years to “Re 3” on the European scale of degree of rusting.

(45)

“L’ Painting Schedule

Piping, Valves and Fittings (Continued)

CODE DESCRIPTION TYPE WHER E DONE TYPE WHERE APPLIED TYPE WHERE APPLIED TYPE WHERE APPLIED MIN. TOTAL DFT MICRONS REMARKS

Le Austenitic stainless steel

operating 50oC and 120oC - -

-Lf Austenitic stainless steel

operating 121oC and 200oC - -

-Lg1 Closed drain buried piping

operating above 65oC SA2 1/2 Shop 01 Shop

07 (Note 1) Shop 11 (Note 2) Shop or Field 200 Cathodic Protection by sacrificial anode ( Note 3)

Lg2 Operating below 65oC SA2 1/2 Shop 09 Shop - - 75 (Note 5)

Note 1: For this service , the coating shall be Amercoat 741 applied at 125 microns DFT

Note 2: This coating ( Amercoat 710) is a low solids sealer coat that shall only be applied after previous coat has fully cured Note 3: It is mandatory that this system is protected by sacrificial anode cathodic protection

Note 4: Intermediate coat exempted

Note 5: External surface protection by coating and wrapping

Note 6: Field joint Coating – Temperature from 0oC to 204oC : CDC Paint HM 21 (Primer –75 microns) and HM 1248 (Intermediate-75 microns) with ST 2 surface preparation.

(46)

“M” Painting Schedule ( MTF Area) Structural Steelwork and Concrete

CODE DESCRIPTION TYPE WHERE DONE TYPE WHERE APPLIED TYPE WHERE APPLIED TYPE WHERE APPLIED MIN. TOTAL DFT MICRONS REMARKS

Ma General not concrete encased SA3/ SA 2 1/2 Shop 01 (60 microns) Shop 15 Shop 16 (60 microns) Field 185 Primed surface to be free of zinc salts prior to finish coating Intermediate coat to be applied within 28 days of primer application. Mb General concrete encased SA3/

SA2 1/2 Shop 01 Shop - - 16

Field or Shop (Note 2)

125

Primed surface to be free of zinc salts prior to finish coating

Mc Stair treads, Open

Grid Floor plates SA2 1/2 Hot dip galvanised to BS 729 Min. coating Wt.610 grams/m

2

Where no galvanised, use system Cb except as identified under code Md (Note 3) Md Stair treads, open grid

flooring, steel gratings SA2 1/2

3 Coats of Bituminous paints to BS 3416 Type 1 applied by dipping.

DFT 40 microns per coat 120

Me

Structural steel protection with light weight proofing

As per “Mb” above

.

Mf

Ladder, Handrails. Toe boards, Platforms includiung framing and steel supports

SA2 1/2 Shop 01

(60 microns) Shop 15 Shop 16 Field 200

Refer remarks of Code Ma (Note 1)

Note 1: Reliance Fabrication shop may apply “Pre-Construction”, based on requirement (but not mandatory) primer Type –13, DFT 15 to 20 microns. Note 2 : If fireproofing is applied away from job site, the finish paint coating over steelwork shall also be applied at the same location

Note 3 : Repair to Damaged Galvanised Surfaces - Damaged areas of galvanised structures shall be feathered back to sound coating and cleaned as per SSPC-SP3. The area shall be coated with a high zinc dust content galvanising repair coating such as METAL FLUX or approved equal.