ENGINEERING STANDARDS AND SPECIFICATIONS Rev. Rev. Date: Location: Page: 11 10-12-08 1 of 19 Section No.: Section Name: Sub-Section No.: Section Name: 3.0 Mechanical ESS 3.15 Coating and Colours
COATING AND COLOURS ENGINEERING STANDARDS AND SPECIFICATIONS Rev. Rev. Date: Location: Page: 11 10-12-08 2 of 19 Section No.: Section Name: Sub-Section No.: Section Name: 3.0 Mechanical ESS 3.15 Coating and Colours
Rev. Date Revision Description By Chk'd Appr.
1 02/09/17 Revised Max/Min/Avg Applied Thickness SS of DevMat 115 Coating
2 02/10/10 Added Enviroline 376 SS
3 03/10/07 Changed Logo & Formatting KAB
4 04/04/22 General Revision SS/JF/BT
5 07/05/10 General Revision and add pipeline marker post SS DK/AS SS colours
6 07/08/16 Table 1 – Surface Preparation & Approved JF SS SS Coatings
7 10-09-08 General Update LS
8 10-09-29 General Revision DCE
9 10-11-18 Revised as per Pembina’s mark-ups and DCE Issued as Final.
10 10-12-08 Revised as per Pembina’s mark-ups and re- DCE issued as Final.
11 7/20/11 Renamed spec, updated Table 1 RB
ENGINEERING STANDARDS AND SPECIFICATIONS Rev. Rev. Date: Location: Page: 11 10-12-08 3 of 19 Section No.: Section Name: Sub-Section No.: Section Name: 3.0 Mechanical ESS 3.15 Coating and Colours
TABLE OF CONTENTS
1.0 SCOPE...... 4 1.1 Definitions...... 4 1.2 Standards ...... 5
2.0 DESIGN INFORMATION - NEW CONSTRUCTION...... 5 2.1 Coating Specification - Shop Applied ...... 5 2.2 Coating Specifications - Field Applied...... 6 2.3 Painting of Machinery Items ...... 6
3.0 SURFACE PREPARATION SPECIFICATIONS ...... 6 3.1 Surface Preparation - General ...... 6 3.2 Steel Structures Painting Council (SSPC) Surface Preparation...... 8
4.0 MATERIAL APPLICATION SPECIFICATIONS...... 10 4.1 Application Instructions ...... 11
5.0 INSPECTION AND CORRECTION OF DEFECTS...... 12 5.1 Inspection ...... 12 5.2 Correction of Defects...... 13
6.0 APPROVED COATING MATERIALS BY SERVICE ...... 13
TABLE 1 – SURFACE PREPARATION AND APPROVED COATINGS...... 14
7.0 COLOUR POLICY...... 17 7.1 Purpose ...... 17 7.2 Procedure...... 17
8.0 FACILITY COLOUR DESIGNATIONS ...... 18 8.1 Transmission Piping Facilities ...... 18 8.2 Gathering Pipeline Facilities...... 19
ENGINEERING STANDARDS AND SPECIFICATIONS Rev. Rev. Date: Location: Page: 11 10-12-08 4 of 19 Section No.: Section Name: Sub-Section No.: Section Name: 3.0 Mechanical ESS 3.15 Coating and Colours
1.0 SCOPE
This Specification identifies painting and coating practices for general use in pump stations, compressor stations, processing facilities, storage facilities, tank terminals, pig traps, LACT stations, vessels, piping and other facilities designated by Pembina. Proper coating practises serves to protect surfaces from deterioration due to corrosive environments and enhance appearance. This specification has been written for coating facilities with an expected life of coatings of more than five years.
1.1 Definitions
The terms profile depth and anchor pattern are interchangeable and are used to define roughness of an abrasive, blast-cleaned surface.
The terms “Clemtex Anchor Pattern Standards”, and “Keane-Tator Surface Profile Comparator” are used to describe pieces of inspection equipment that are used to determine if the specified anchor pattern has been achieved during abrasive blast cleaning of the surface to be coated.
The term “automatic blasting equipment” as used in this Specification shall mean a cabinet with rapidly rotating wheels that hurls steel abrasive at the metal to remove all rust and mill scale to virgin metal.
The term “NACE” when used in this specification stands for National Association of Corrosion Engineers. The following will apply to this specification:
• NACE SP0178, Design, Fabrication and Surface Finish Practices for Tanks and Vessels to be Lined for Immersion Service • NACE MR-01-75/ISO-15156, Petroleum and Natural Gas Industries - Materials for Use in H2S-containing Environments in Oil and Gas Production
The term “SSPC” when used in this specification stands for Steel Structures Painting Council. The following will apply to this specification:
• ASTM E337, Standard Test Method for Measuring Humidity with a Psychrometer • ASTM D4285, Standard Test Method for Indication Oil & Water in Compressed Air.
The term “ASTM” when used in this specification stands for the American Society for Testing and Materials.
The term “Corporation” refers to Pembina Pipeline Corporation and its site representatives.
ENGINEERING STANDARDS AND SPECIFICATIONS Rev. Rev. Date: Location: Page: 11 10-12-08 5 of 19 Section No.: Section Name: Sub-Section No.: Section Name: 3.0 Mechanical ESS 3.15 Coating and Colours
1.2 Standards
The Painting and Coating Standard shall comply with the latest editions of the following:
• SSPC Guide: - SSPC-PA1, Shop, Field and Maintenance Painting - SSPC-PA2, Measurement of Dry Paint Thickness with Magnetic Gauges - SSPC-SP1, Solvent Cleaning - SSPC- SP2, Hand Tool Cleaning - SSPC- SP3, Power Tool Cleaning - SSPC- SP5, White Metal Blast Cleaning - SSPC- SP6/NACE No. 3, Commercial Blast Cleaning - SSPC-SP7/NACE No. 4, Brush off Blast Cleaning - SSPC-SP10/NACE No. 2, Near-White Metal Blast Cleaning - SSPC-SP14/NACE No. 8, Industrial Blast Cleaning - SSPC-VIS 1, Visual Standard for Abrasive Blast Cleaned Steel - SSPC-Guide15, Field Methods for Retrieval and Analysis of Soluble Salts on Steel and Other Nonporous Substrates • NACE Guides • Transportation of Hazardous Goods • Canadian Standards Association CSA Z662, Oil and Gas Pipeline Systems • Workplace Hazardous Materials Information System • Pembina Health Safety and Environment (HSE) Manual • Material Safety Data Sheets (MSDS) • Product Data Sheet • Product Handling & Application Procedures
2.0 DESIGN INFORMATION - NEW CONSTRUCTION
2.1 Coating Specification - Shop Applied
This section covers application of coatings to carbon steel at the fabricator’s shop.
Whenever feasible or as required by the Corporation, fabricated items, structural steel, and related equipment will be preblasted and preprimed in a shop in accordance with these specifications.
Required fabrication repairs, tests and retests shall be completed prior to commencing surface preparation and coating shop fabrications.
All equipment to be insulated shall be coated with a minimum of one primer coat prior to shipment in accordance with this Specification, Section 6, Table 1.
ENGINEERING STANDARDS AND SPECIFICATIONS Rev. Rev. Date: Location: Page: 11 10-12-08 6 of 19 Section No.: Section Name: Sub-Section No.: Section Name: 3.0 Mechanical ESS 3.15 Coating and Colours
2.2 Coating Specifications - Field Applied
Items and areas to be field coated shall be properly defined on the Corporations Mechanical Drawings or described in the Contract Documents.
Nameplates; identification numbers; valve stems; and rotating, sliding, or wearing surfaces of pumps, turbines, engines, motors, instrumentation, instrument glass, and similar surfaces shall be masked with durable materials that will protect against abrasive blast cleaning and coating. Contractor shall remove masking after coating.
Access for coating operations, including placement of equipment, scaffolding, manlifts, and supplies are subject to Corporation approval to avoid interference with project operations and the work of other crafts and to comply with the Corporations safety regulations.
No coating shall be applied to a wet surface or on any surface that may become wet before the previous coating is dry. Temperature of the substrate’s surface to be coated shall not be less than 4°C, or greater than 40°C, unless specified by the coating manufacturer. The ambient temperature shall be a minimum of 4°C above the dew point temperature, and relative humidity shall not be above 85%.
Welds, heat affected zones, and coating damaged after shop coating shall be touched-up in accordance with 3.1 and with the same primer and topcoat aerosol or brush as applied in the shop.
2.3 Painting of Machinery Items
Equipment is generally supplied with a factory finish. Normally these finishes are acceptable but may require touch-up refinishing by the contractor due to being marred in handling. Top finish coating may be required per the Contract Documents in accordance with this Specification.
3.0 SURFACE PREPARATION SPECIFICATIONS
3.1 Surface Preparation - General
No coatings shall be permitted to be applied over scale, rust, oil, grease, dirt, loose scale, salts, grit, moisture or other foreign materials. Care shall be exercised to assure that the clean surface is not contaminated with any foreign material or fingerprints prior to applying coatings.
Steel surfaces shall be cleaned by either abrasive blast cleaning or shot blasting.
All rough welds, burrs, and sharp surface projections shall be ground smooth and ENGINEERING STANDARDS AND SPECIFICATIONS Rev. Rev. Date: Location: Page: 11 10-12-08 7 of 19 Section No.: Section Name: Sub-Section No.: Section Name: 3.0 Mechanical ESS 3.15 Coating and Colours
all weld splatter will be removed prior to blasting operations.
Blast cleaning operations shall not be conducted on surfaces that will be wet after blasting and before coating, when the surfaces are less than 4°C above dew point, or when the relative humidity of the air is greater than 85%, without permission of the Corporation.
The blast cleaned surface shall be coated with one application of specified coating during the same day as blasted, prior to sundown of that day, and before any visible rust bloom occurs. Blast cleaned surfaces allowed to sit overnight shall be reblasted prior to priming.
Silica free sand is required and the Contractor shall provide a description of the blast media with proposals. The Corporation will confirm approval of media at the time of award. Blast media shall be of commercial grade and at a minimum shall be; freshwater washed, controlled particle size, with sharp angular surfaces and no soft particles, to insure fast, positive cleaning action with a minimum of dusting when used to blast clean metal surfaces. Under no circumstances shall it contain clay particles, concentrations of chlorides greater than 5 ppm or any other extraneous matter. Blast media must comply with local regulations.
Profile depth of the external abrasive blast cleaned surface shall not be less than 25 or greater than 40 micrometers. This profile can be obtained with a 20-40 mesh sand.
Profile depth of the internal abrasive blast cleaned surface shall not be less than 50 or greater than 85 micrometers. This profile can be obtained with a 2-3 mil sand.
The compressed air for blasting shall be free of water and oil. Adequate separators and traps shall be provided. (ASTM D4285 Standard Test Method for Indication Oil & Water in Compressed Air.)
For steel shot blasting, the steel shot and steel grit mix will be applied by automatic blasting equipment approved by the Corporation. The external coating profile should be sharp and jagged, not peaned. The size of steel shot and steel grit used and the steel shot to grit ratio will be maintained to provide a 25 to 40 micrometers profile on the steel being blasted. The profile will be checked periodically by the Corporation to assure that the profile is within the desired range.
The steel shot-grit mix for blasting shall be free of contaminants. Adequate shot cleaning equipment, to be approved by the Corporation, shall be provided.
Surface preparation of shop fabricated items to be coated in the shop will be done in an area free of dust and contaminants from other shop work. Blast- cleaned steel shall be supported on clean surfaces, lugs or legs. Dirty surfaces, ENGINEERING STANDARDS AND SPECIFICATIONS Rev. Rev. Date: Location: Page: 11 10-12-08 8 of 19 Section No.: Section Name: Sub-Section No.: Section Name: 3.0 Mechanical ESS 3.15 Coating and Colours
lugs or legs shall be covered with a clean suitable material such as masking tape, etc.
Repairs to small or localized areas of previously coated items shall be hand or disc sanded with a course wet or dry sandpaper. Repairs to larger areas, greater than 100 mm in the longest dimension, of previously coated items shall be feathered at least 75 - 100 mm back from the periphery of the blasted area onto the tightly adhered coating.
When coating is to be applied over previously coated surfaces, the Contractor shall feather a minimum of 100 mm over the existing coating to provide a surface for the new coating to bond to. Prior to patching, remove all loose particles and dust with dry compressed air or a clean cloth. The repair shall be holiday free and holiday tested.
3.2 Steel Structures Painting Council (SSPC) Surface Preparation
The different degrees of surface preparation as defined by SSPC are as follows:
• SSPC-SP 1 “Solvent Cleaning” Solvent Cleaning is a procedure for removing detrimental foreign matters such as oil, grease, soil, drawing and cutting compounds, and other contaminants from steel surfaces by the use of solvents, emulsions, cleaning compounds, steam cleaning, or similar materials and methods which involve a solvent or cleaning action.
It is intended that Solvent Cleaning, if specified, shall be used prior to the application of paint and with other specified surface preparations for the removal of soluble contaminants.
• SSPC-SP 2 “Hand Tool Cleaning” Hand Tool Cleaning is a method of preparing metal surfaces for painting by removing loose mill scale, loose rust, and loose paint by hand brushing, hand sanding, hand scraping, hand chipping, or other hand impact tools, or by a combination of these methods.
It is not intended that all mill scale, rust, and paint be removed by this process, but loose mill scale, loose rust, loose paint, and other detrimental foreign matter present shall be removed.
• SSPC-SP 3 “Power Tool Cleaning” Power Tool Cleaning is a method of preparing metal surfaces for painting by removing loose mill scale, loose rust, and loose paint with power wire brushes, power impact tools, power grinders, power sanders, or by a combination of these methods.
It is not intended that all mill scale, rust, and paint be removed by this ENGINEERING STANDARDS AND SPECIFICATIONS Rev. Rev. Date: Location: Page: 11 10-12-08 9 of 19 Section No.: Section Name: Sub-Section No.: Section Name: 3.0 Mechanical ESS 3.15 Coating and Colours
process; but loose mill scale, loose rust, loose paint and other detrimental foreign matter present shall be removed.
• SSPC-SP 5 “White Metal Blast Cleaning” White Metal Blast Cleaning is a method of preparing metal surfaces for painting or coating by removing all mill scale, rust, rust-scale, paint, or foreign matter by the use of abrasives propelled through nozzles or by centrifugal wheels.
A White Metal Blast Cleaned Surface Finish is defined as a surface with a grey-white, uniform metallic colour, slightly roughened to form a suitable anchor pattern for coating. The surface, when viewed without magnification, shall be free of all oil, grease, dirt, visible mill scale, rust, corrosion products, oxides, paint, or any other foreign matter. The colour of the clean surface may be affected by the Particular abrasive medium used.
• SSPC-SP 6/NACE No. 3 “Commercial Blast Cleaning” Commercial Blast Cleaning is a method of preparing metal surfaces for painting or coating by removing mill scale, rust, rust scale, paint, or foreign matter by the use of abrasives propelled through nozzles or by centrifugal wheels, to the degree hereafter specified.
A Commercial Blast Cleaned Surface Finish is defined as one from which all oil, grease dirt, rust-scale, and foreign matter have been removed from the surface and all rust, mill scale, and old paint have been completely removed except for slight shadows, streaks, or discolourations caused by rust stain, mill scale oxides, or slight, tight residues of paint or coating that may remain; if the surface is pitted, slight residues of rust or paint may be found in the bottom of pits; at least two-thirds of each cm 2 (sq. in.) of surface area shall be free of all visible residues and the remainder shall be limited to the light discolouration, slight staining, or light residues mentioned above.
• SSPC-SP 7/NACE No. 4 “Brush-Off Blast Cleaning” Brush-Off Blast Cleaning is a method of preparing metal surfaces for painting or coating by rapidly removing loose mill scale, loose rust and loose paint to the degree hereafter specified, by the impact of abrasives propelled through nozzles or by centrifugal wheels.
It is not intended that the surface shall be free of all mill scale, rust and paint. The remaining mill scale, rust and paint should be tight, and the surface should be sufficiently abraded to provide good adhesion and bonding of paint.
A Brush-Off Blast Cleaned Surface Finish is defined as one from which all oil, grease, dirt, rust-scale, loose mill scale, loose rust, and loose paint or coatings are removed completely, but tight mill scale and tightly-adhered rust, paint and coatings are permitted to remain provided that all mill scale and ENGINEERING STANDARDS AND SPECIFICATIONS Rev. Rev. Date: Location: Page: 11 10-12-08 10 of 19 Section No.: Section Name: Sub-Section No.: Section Name: 3.0 Mechanical ESS 3.15 Coating and Colours
rust have been exposed to the abrasive blast pattern sufficiently to expose numerous flecks of the underlying metal fairly uniformly distributed over the entire surface.
• SSPC-SP 10/NACE No. 2 “Near-White Blast Cleaning” Near-White Blast Cleaning is a method of preparing metal surfaces for painting or coating by removing nearly all mill scale, rust, rust-scale, paint or foreign matter by the use of abrasives propelled through nozzles or by centrifugal wheels, to the degree hereafter specified.
A Near-White Blast Cleaned Surface Finish is defined as one from which all oil, grease dirt, mill scale, rust, corrosion products, oxides, paint or other foreign matter have been completely removed from the surface except for very light shadows, very slight streaks, or slight discolourations caused by rust stain, mill scale, oxides, or slight tight residues of paint or coating that may remain. At least 95 percent of each 7 cm 2 of surface area shall be free of all visible residues, and the remainder shall be limited to the light discolouration mentioned above.
Near white and white metal blasting are costly and time consuming. However, they typically give the cleanliness and surface anchor profile for proper long service coating/paint applications. The other classifications of cleaning will yield only short term coating/painting lives due to the contaminants left in the metal substrate disbanding and causing coating failure.
• SSPC-SP 14/NACE No. 8 “Industrial Blast Cleaning” This joint standard covers the requirement for industrial blast cleaning of uncoated or coated steel surfaces by the use of the abrasives. These requirements include the end conditions of the surface and materials and procedures necessary to achieve and verify the end conditions.
An industrial blast cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dust, and dirt. Traces of tightly adherent mill scale, rust, and coating residues are permitted to remain on 10% of each unit area of the surface if they are evenly distributed. The traces of mill scale, rust, and coating are considered to be tightly adherent if they cannot be lifted with a dull putty knife. Shadows, streaks, and discolorations caused by stains of rust, stains of mill scale, and stains of previously applied coating may be present on the remainder of the surface.
4.0 MATERIAL APPLICATION SPECIFICATIONS ENGINEERING STANDARDS AND SPECIFICATIONS Rev. Rev. Date: Location: Page: 11 10-12-08 11 of 19 Section No.: Section Name: Sub-Section No.: Section Name: 3.0 Mechanical ESS 3.15 Coating and Colours
4.1 Application Instructions
Contractor’s workmanship shall, as a minimum, meet the following application Specifications.
The Coating manufacturers instructions for mixing, thinning, pot life, application procedure, equipment, coverage, curing, recoating, dry film thickness, storage, and number of coats shall be considered a part of this Specification and shall be followed by the Contractor.
Subsequent to blast cleaning, the Contractor shall test a minimum of three separate surfaces with a SCAT (Surface Contamination Analysis Test Kit) or equivalent tester to determine the presence of chlorides, soluble ferrous salts and alkaline / acidic contaminants. If the presence of chlorides is above the Vendors recommended tolerances the Contractor shall replace the blast media or use a different coating product more tolerant to the presence of chlorides.
The contaminated area is to be cleaned, to remove chlorides (floor, shell, etc.)
Contaminated abrasives are to be replaced.
The Contractor shall avoid degradation and contamination of blasted surface and also avoid between coat contamination. Surfaces contaminated shall be cleaned to the Corporations satisfaction before applying the next coat. Contractor to record times and substrate temperature between blasting and coating.
Contractor to note coating temperature prior to application, induction time, coating ratio and percentage of thinner used.
Contractor to supply a complete cure including the provision of insulated tarps and indirect fired heaters.
Where welding at a later date of substrates that are shop blasted and shop primed, a 50 mm perimeter shall be left around the weld area when the shop priming is done.
All items shall have dust and loose residue removed from the cleaned surface by using a clean brush or dry, oil-free, compressed air just prior to painting surface.
Each application of coating material shall be worked into corners, crevices, joints, etc., and distributed evenly over flat surface.
The Contractor shall record wet and dry film thickness.
When the coating is applied in the shop, all accessible areas shall be coated and allowed to dry as recommended by manufacturer prior to items being moved for painting of the remaining areas. The coating system shall be allowed to dry hard ENGINEERING STANDARDS AND SPECIFICATIONS Rev. Rev. Date: Location: Page: 11 10-12-08 12 of 19 Section No.: Section Name: Sub-Section No.: Section Name: 3.0 Mechanical ESS 3.15 Coating and Colours
or to the Vendors minimum hardness prior to item being handled for shipping or yard storage.
Coated surfaces shall be allowed to fully cure, as determined by the Corporation, prior to allowing traffic or other work to proceed, which might damage the coating.
All surfaces which will be inaccessible after assembly shall be coated with a complete system before -assembly.
Contact surfaces of steel members to be joined by high tensile bolting shall be left unpainted or painted a zinc-rich primer approved by the Corporation.
5.0 INSPECTION AND CORRECTION OF DEFECTS
5.1 Inspection
The Corporation (or its designated inspector) shall have access to all work while work is being performed.
Where deemed necessary, the Corporation may require the supply of test coupons for coating.
All equipment shall be recorded for make, model and capacities used in the coating application.
All prepared surfaces shall be inspected by the Corporation, recorded and approved before primer or coatings are applied.
Measurement of coating dry film thickness will be made with a Mikrotest, ElektroPhysik gauge or equal. Failure to meet specified thickness requirement shall cause work to be rejected.
Measurement of coating hardness will be made. Failure to meet the coating manufactures specified hardness in a reasonable time period shall cause work to be rejected. Hardness must be met prior to placing into service. Shore D or Barcol 935 compatible equipment will be used to measure hardness.
The Corporation shall reject poor workmanship. Poor workmanship is defined as inadequate drying or curing, dirt and dust inclusions, sags, runs, blisters, pinholes, air-entrainment, fish-eyes, over spray, inadequate film build-up, colouration variance and finish texture.
Acceptable finished work must be free of abrasions and must be uniform in colour and appearance. ENGINEERING STANDARDS AND SPECIFICATIONS Rev. Rev. Date: Location: Page: 11 10-12-08 13 of 19 Section No.: Section Name: Sub-Section No.: Section Name: 3.0 Mechanical ESS 3.15 Coating and Colours
5.2 Correction of Defects
The Contractor will be notified of unacceptable work as soon as possible so that corrections may be made.
Inadequate surface preparation and rejected painting shall be corrected as agreed upon by the Corporation and the Contractor.
6.0 APPROVED COATING MATERIALS BY SERVICE
The following tables list surface preparation and coating materials which are acceptable by the Corporation for the intended service. Materials other than those shown require prior approval by the Corporation. ENGINEERING STANDARDS AND SPECIFICATIONS Rev. Rev. Date: Location: Page: 11 10-12-08 14 of 19 Section No.: Section Name: Sub-Section No.: Section Name: 3.0 Mechanical ESS 3.15 Coating and Colours
TABLE 1 – SURFACE PREPARATION AND APPROVED COATINGS
Surface Coating Primer Coating Top Coat Dry Film Thickness Colour Code by Manufacturer Colour Guide Preparation Manufacturer Coating Min/Max/Average (A) denote Aerosol Cans Standard Mils PIPING, EQUIPMENT AND STRUCTURAL STEEL Piping and Painted SSPC SP-10 Devoe-ICI BAR-RUST 235 Devran 229 Primer: 4-6 White White 3501 Equipment or Devran 389 Dark Green Forest Green 1282 Devguard 4160 Devguard 4338 Top Coat: 2-4 Red Pembina Red 7840 Per Section 8 or of this spec. Devguard 4308
Rust-Oleum Primer White 7780 Professional White Gloss White 7792 Gray Primer 7582 Gloss White 7592 (A) (Note 1) Dark Green Hunter Green Gloss 7738 Hunter Green 7538 (A) Red Safety Red 7764 Safety Red 7564 (A)
International 670 HS 990 HS Primer: 4-8 White Devoe White 3501 Devoe Top Coat: 2-3 Dark Green Equivalent Red Devoe Forest Green 1282 Equivalent Devoe Pembina Red 7840 Equivalent
Structural Steel SSPC SP-6 Devoe-ICI BAR-RUST 235 Devran 229 Black Black 9903 DEVTAR 5A Black Per Section 8 Rust-Oleum Gray Primer 7582 Professional Black Gloss Black 7779 of this spec. Gloss Black 7579 (A) CRUDE OIL AND CONDENSATE STORAGE TANKS Interior Bottom Shell (floor and SSPC SP 10 Devoe-ICI Devmat 100 Taupe bottom 1 meter of wall) BAR-RUST 236 Buff/Grey and Interior Components SSPC SP-5 Devmat 115 Floor Blue Shell SSPC SP-5 Enviroline EC 376 Floor Shell Exterior Shell & Fixed Roof SSPC SP 6 Devoe-ICI BAR-RUST 235 Buff Buff White 1642 Buff/White ENGINEERING STANDARDS AND SPECIFICATIONS Rev. Rev. Date: Location: Page: 11 10-12-08 15 of 19 Section No.: Section Name: Sub-Section No.: Section Name: 3.0 Mechanical ESS 3.15 Coating and Colours
Surface Coating Primer Coating Top Coat Dry Film Thickness Colour Code by Manufacturer Colour Guide Preparation Manufacturer Coating Min/Max/Average (A) denote Aerosol Cans Standard Mils (Note 1) Devran 229 White White 3501 White or Devran 389 Red Pembina Red 7840 Band Black Black 9903 Band Grey Pembina Grey 2465 Band
Misc. Attachments & SSPC SF 6 Devoe-ICI Pre Prime 167 and Buff/White Re-Pads BAR-RUST 235 Devran 229 White or Devran 389 PONTOON ROOFS Roof Plate & Pontoon SSPC SP 6 BAR-RUST 235 Devoe-ICI or Buff/White BAR-RUST 236 Pontoon Outer Rim SSPC SP 10 Devoe-ICI BAR-RUST 236 Buff Buff Plate FABRICATED SUMP TANK Interior Bottom. Shell & SSPC SP 10 Two coats 5 – 8 mils / Devoe-ICI BAR-RUST 236 Buff Interior Components coat Exterior Shell, Heads, Nozzles SSPC SP 6 Two coats 6 – 8 mils / Devoe-ICI DEVTAR 5A Black & Supports coat Potable Water Tank Exterior SSPC SP 6 BAR-RUST 236 Buff Devoe-ICI DEVTAR 5A Black Interior (ANSI 61) SSPC SP 6 Devoe-ICI BAR-RUST 233H Buff
Sewage Effluent Tank Exterior SSPC SP 6 BAR-RUST 236 Buff Devoe-ICI DEVTAR 5A Black Pressure Vessels and Bridle Piping, including flanges associated with Vessel Exterior SSPC SP 6 Devoe-ICI BAR-RUST 235 Buff Buff White 1642 Buff/White
Devoe-ICI (Note 1) Devran 229 White White 3501 White Red Pembina Red 7840 Band Black Black 9903 Band Grey Pembina Grey 2465 Band R.O.W. Posts Painted Posts Orange 74000 Orange Bottom SSPC SP 2 Cloverdale N/A Enamel National Blue 74108 Blue Top ENGINEERING STANDARDS AND SPECIFICATIONS Rev. Rev. Date: Location: Page: 11 10-12-08 16 of 19 Section No.: Section Name: Sub-Section No.: Section Name: 3.0 Mechanical ESS 3.15 Coating and Colours
Surface Coating Primer Coating Top Coat Dry Film Thickness Colour Code by Manufacturer Colour Guide Preparation Manufacturer Coating Min/Max/Average (A) denote Aerosol Cans Standard Mils Pressure Treated Orange 74000 Orange Bottom N/A Cloverdale Required Enamel National Blue 74108 Blue Top Note 1: Primer coat may affect the appearance of the top coat. Confirm prior to use.
ENGINEERING STANDARDS AND SPECIFICATIONS Rev. Rev. Date: Location: Page: 11 10-12-08 17 of 19 Section No.: Section Name: Sub-Section No.: Section Name: 3.0 Mechanical ESS 3.15 Coating and Colours
7.0 COLOUR POLICY
7.1 Purpose
The corporate logo and the corporate colours of Pembina Pipeline Corporation and its subsidiaries are key visual elements representing these corporate entities. Therefore it is imperative to guide and control their use in all situations.
7.2 Procedure
All pipeline site facilities shall be finished or painted in accordance with the Tables 8.1 and 8.2 of this specification.
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8.0 FACILITY COLOUR DESIGNATIONS
8.1 Transmission Piping Facilities
Table 8.1 Transmission Piping Facilities
Product Equipment Pembina Pipeline OSBU Crude Only Piping, Valves, Motors, Electrical Fittings, Operations White White Horizontal Pumps White White Vertical Pumps (Heads) Black Black Trim (Hand wheels) Red Red Gas Plant Piping, Valves, Motors, Electrical White N/A Liquids Fittings, Operators Horizontal Pumps White N/A Batched Vertical Pumps (Heads) Black N/A Pipelines Trim (Hand wheels) Red N/A Structural Steel, Supports, Stairways, Catwalks, Black N/A Handrails Exterior Concrete Not Painted Not Painted Storage Tanks White White Logo as determined by Logo as determined by the Corporation the Corporation Buildings (All) Exterior & Interior Wall Panels Bone White Mist Green Roof Panels Metro Brown Mist Green Door Trim Metro Brown White
Site Facilities, Pump Stations, Terminals Terminals Stations, Pump Facilities, Site Interior Concrete & Floors Grey Grey Fire Equipment Red Red Direction Signs White Back-Ground, White Back-Ground, Red Lettering Red Lettering Site Identification Signs Per Standard Design & Per Standard Design & (Company Logo) Colour Specs. Refer Colour Specs. Refer to to Eng. Drafting Eng. Drafting Above Ground Pipeline, Valves, Valve Operators, White White Electrical Fittings, Scraper Traps & Misc. Equipment Support & Miscellaneous Structural Steel Black Black R.O.W. R.O.W. Pipeline Pipeline Facilities Trim (Hand wheels) Red Red R.O.W. Posts (Ref. Dwg. E1.01-8 Sht. 150A Rev. 5 Orange with Blue top Orange with Blue top
ENGINEERING STANDARDS AND SPECIFICATIONS Rev. Rev. Date: Location: Page: 11 10-12-08 19 of 19 Section No.: Section Name: Sub-Section No.: Section Name: 3.0 Mechanical ESS 3.15 Coating and Colours
8.2 Gathering Pipeline Facilities
Table 8.2 Gathering Pipeline Facilities
Product LACT Equipment Pembina Pipeline OSBU Crude Oil Piping, Valves, Motors, LACT Dark Green N/A Facilities Units, Electrical Fittings Pumps Dark Green N/A Trim Red N/A (Hand wheels) Gas Plant Piping, Valves, Motors, LACT White N/A Liquids Units, Electrical Fittings Facilities Pumps White N/A Vertical Pump Heads Black N/A Trim Red N/A (Hand wheels) Structural Steel, Supports, Etc. Black N/A Buildings (All) Exterior & Interior Wall Panels Bone White N/A Roof Panels, Door Trim Metro Brown N/A Interior Concrete and Floors Grey N/A Battery Facilities Truck Loading Loading Truck Facilities Battery Direct Signs White Back Ground, N/A Red Lettering Site Identification Signs Per Standard Design & N/A (Company Logo) Colour Spec. Refer to Eng. Drafting Crude Oil Only Above Ground Pipe Line, Dark Green N/A Valves, Elect. Fittings, Scraper Trap & Misc. Equipment Trim (Hand wheels) Red N/A Supports & Misc. Structural Black N/A Steel
Gas Liquids Above Ground Pipe Line Valves, White N/A Electrical Fittings, Scraper Trap & Misc. Equipment Trim (Hand wheels) Red N/A Supports & Misc. Structural Black N/A Steel All Pipelines R.O.W. Posts, Dwg. E1.01-8, Orange with Blue top N/A
Gathering Pipeline R.O.W. R.O.W. Pipeline Gathering Facilities Facilities Batched Sht. 150A, Rev. 5