TALISMAN E N E R G y NAO ENGINEERING SPECIFICATIONS - PIPING FOR FACILITIES CSA FACILITY PIPING NAO-SPC-D-PF-004 CSA FACILITY PIPING Issue: 2011/01/01 Next Review Date: June 2011 Published by: HSE/OI Staff Responsible: Talisman Energy Inc. Mechanical Technical Authority Operational Integrity Department APPROVALS: Calgary Tech Auth: Copyright is owned by Talisman Energy Inc. All Eng. Auth: rights are hereby reserved. This document (in whole or in part) may not be reproduced, stored in VP-HSEOI: a retrieval system, or transmitted, in any form or means, without the prior written permission of Talisman, or as expressly permitted by law. Note: This is an existing specification currently being used by Talisman and has not been technically reviewed or signed off by the Technical Authority at this time. Over time, these specifications will be rebuilt and validated through a specification review process. Please ensure that you use the most current copy of the specs listed on the NAO Portal under Engineering Specifications. The Technical Authority identified on the cover sheet is the point of contact for this specification. Attention: Paper copies are uncontrolled. This copy is valid only at time of printing, 12/15/2010. The controlled document is available on the Talisman NAO Portal.
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TALISMANE N E R G y
NAO ENGINEERING SPECIFICATIONS - PIPING FOR FACILITIES
CSA FACILITY PIPINGNAO-SPC-D-PF-004
CSA FACILITY PIPING
Issue: 2011/01/01
Next Review Date:June 2011 Published by:
HSE/OI Staff Responsible: Talisman Energy Inc.Mechanical Technical Authority Operational Integrity Department
APPROVALS:Calgary
Tech Auth:Copyright is owned by Talisman Energy Inc. All
Eng. Auth: rights are hereby reserved. This document (inwhole or in part) may not be reproduced, stored in
VP-HSEOI: a retrieval system, or transmitted, in any form ormeans, without the prior written permission ofTalisman, or as expressly permitted by law.
Note: This is an existing specification currently being used by Talisman and has not beentechnically reviewed or signed off by the Technical Authority at this time. Over time, thesespecifications will be rebuilt and validated through a specification review process. Pleaseensure that you use the most current copy of the specs listed on the NAO Portal underEngineering Specifications. The Technical Authority identified on the cover sheet is the point ofcontact for this specification.
Attention: Paper copies are uncontrolled. This copy is valid only at time of printing, 12/15/2010.The controlled document is available on the Talisman NAO Portal.
WorleyParsons TALISMAN~J'tÏ!
ENE R G Yresources & energy
eSA FACILITY PIPING MATERIAL SPECIFICATION
EXECUTIVE SUMMARY
This CSA Piping Material Specification has been developed for wellsite, facilty and station piping andtherefore does not apply downstream of the pig launcher, upstream of the pig receiver or at riser locationscovered by the pipeline corrosion mitigation program.
i-----------ïI II ,,:;.----------~1---------t i~::7 i I~ I I..~' i l-----.-.--------.-------f:-,t:-_'tj¡ ---tl---------:: . "~..~.~ r/ : i ~,,~~ 1 ~----l '"/ ~___________I .~c:c:' ,----.'1--.---_.-1 -----'-r----l+ t + +
Design Methodology
The piping classes were developed to provide piping material specifications for the following CSA coldflange rated pressure classes: PN 20, PN 50, PN 100, PN 150, PN 250. For each pressure class, pipewall thicknesses were then calculated using the equation provided in CSA Z662-07 Clause 4.3.5.1. A
joint
factor of 1.00 corresponding to seamless and electric welded pipes, location factor of 0.625corresponding to Class 1/ocation and Station application, temperature factor or 1.00 corresponding totemperatures below 120°C, and a specified design factor of 0.8 were used throughout this specification inthe determination of the wall thickness.
CSA pipe grades chosen are reflective of material availability, cost and delivery.
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TABLE OF CONTENTS
EXECUTIVE SUMMARy..... .................. ......... ................................................ .................... ..... ......... ........... III
TABLE OF CONTENTS..............................,................................................................................................IV
LIST OF TABLES..........................................................................................................................................V
PIPING MATERIAL - GENERAL ......... ........ ...... ...... ............ .................... ........ .................. ...........11.
1.1
1.2
1.3
1.4
1.5
1.6
1.7
1.8
1.9
1.10
1 .11
1.12
1.13
1.14
1.15
1.16
1.17
1.18
1.19
1.20
1.21
2.
2.1
2.2
General Scope...............................................,...............................................................................1
General Requirements............................................,............,........... ..............................................1
PIPING MATERIAL - PIPING CLASSES.................................................................................... 13
Pipe Class Index..........................................................................................................................13
Notes Referenced in Line Classes .............................................................................................. 14
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LIST Of TABLESTable 1: Thread Compounds.................................................................................,....,........."...."...............9
Table 4: Pipe Class Index Table ............................................................................................................... 13
Incorporating Colt Engineenng
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1.
1.1
1.1 .1
1.1.2
1.1.3
1.1.4
1.1.5
1.1.6
1.1.7
1.1.8
1.2
1.2.1
1.2.2
PIPING MATERIAL m GENERAL
General Scope
This specification describes the basic requirements for tiie application ofthe Talisman/WorleyParsons Calgary Prime Alliance CSA Piping MaterialSpecifications and the minimum requirements of these specifications.
This specification does not replace engineering design and engineeringresponsibility of the designer in its use and application. It is intended thatthe user is familiar with the design requirements outlined in the Acts,Regulations and Codes described within this document.
This specification covers facility piping applications that are to be designedand built using the CSA Z662-07 design code.
This specification is to be used in conjunction with Section 3 of TalismanASME Piping Specification IBU-TLM-SPEC-EM-003.
The standard covers new construction and modifications to piping systemson and in Talisman Energy's facilities.
This piping specification requires review when new issues of theunderlining codes are issued and come into effect. If no reviews areperformed in a continuous 3 year period a review will be performed basedon general use and application only.
Designs that do not comply with this specification require a TechnicalDeviation Notice Form, to be completed and signed by the PrimeMechanical Lead.
This piping specification does not cover line classes with B31.3 or AP I
designations. For line classes with B31.3 designations, refer to IBU-TLM-SPEC-EM-003.
General Requirements
In the event of conflict within this specification or between thisspecification, the purchase order, the accompanying data sheets and anyother specifications, the contractor shall obtain a written resolution before
proceeding with the work.
Where City, Provincial and/or Federal Codes conflict with this specification,the responsible engineer shall be made aware of any such conflict.
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1.2.3
1.2.4
1.3
1.3.1
1.3.1.1
1.3.1.2
1.3.1.3
All standard drawings, codes and specifications referred to, directly orimplicitly, or listed throughout this specification shall form part of thisspecification.
Items specified or referenced by manufacturer and figure number are notintended to exclude equal items offered by other manufacturers. Productsof reputable manufacturers and of comparable type, quality andcharacteristics may be substituted with written approval of the responsible
engineer.
Codes, Standards and References
Unless otherwise noted in the individual line classes, this specification isbased on and is in accordance with the following codes and regulations.
Canadian Standards Association (CSA)
. CSA Z662 "Oil and Gas Pipeline Systems"
. CSA Z245.1 "Steel Pipe"
. CSA Z245.11 "Steel Fittngs"
. CSA Z245. 12 "Steel Flanges"
. CSA Z245.15 "Steel Valves"
Government of Alberta
. Safety Codes Act
. Pressure Equipment Safety Regulation
Government of British Columbia
. Safety Standard Act
. Power Engineers, Boiler, Pressure Vessel and Refrigeration SafetyRegulation
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1.3.1.4
1.3.1.5
1.3.1.6
1.3.2
1.3.3
1.3.4
1.3.5
1.3.6
1.3.7
Government of Saskatchewan
.. The Boiler and Pressure Vessel Act and Regulation
American Society of Mechanical Engineers (ASME)
.. ASME B 16.11 "Forged Steel Fittngs, Socket-Welding & Threaded"
.. ASME B16.5 "Pipe Flanges and Flanged Fittings"
.. ASME B 16. 9 "Factory Made Wrought Steel Bultweldirig Fittngs"
.. ASME 836.10M "Welded and Seamless Wrought Steel Pipe"
.. ASME 816.25 "8uttwelding Ends"
.. ASME 816.36 "Steel Orifice Flanges"
.. ASME 816.20 "Metallic Gaskets, Ring Joint Gaskets and Grooves forSteel Pipe Flanges"
.. ASME 816.48 "Line 8lanks"
.. ASME 816.34 "Valves - Flanged, Threaded, and Welding End"
"Piping Design and Layout Specification" COL T GS903-01
All standards, specification and codes will be latest edition as published onthe day of signing of the contract unless otherwise specified in thecontract.
Substitution of a material with a higher CSA grade material than that listedin this specification is permitted. However, all other material substitutionsare not permitted unless advance written approval is obtained from theresponsible engineer. It should be noted that different weld procedures maybe required when joining dissimilar grade material.
All materials shall be new, clean and unused and fabricated from newmaterials.
For brevity, the initials of the society to which the codes refer, are omittedin the piping classes. For example, Z662 refers to CSA Z662, A106 refersto ASTM A106, etc.
For brevity NACE shall refer to NACE MR0175/ISO 15156 latest edition
When the installation or use of materials specified in this document maypose safety or health problems, the manufacturer/supplier shall provide
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WorleyParsons Calgary with current information regarding any knownproblems associated with the use of the manufacturer/supplier's product.The manufacturer/supplier shall also recommend protective measures to beemployed in their safe utilization. Contractor shall establish appropriatesafety and health practices and determine the applicability of regulationsrequirements prior to use.
All materials shall be asbestos free.
Design and Operating Conditions
For definitions of design and operating conditions see Colt Pieing De,and Layout Specification GS903-01.
A service will be designated as sour if the design conditions match orexceed the criteria as set out in CSA Z662-07 Clause 16.2 or applicableprovincial governing body.
If a service is designated as sour, the systems must be designed inaccordance with all the requirements defined in CSA Z662 Section 16,latest edition. Refer to Talisman Sour Service Spec ES1.A408 for additionalsour service requirements.
All piping systems including supports shall have a MDMT (Minimum DesignMetal Temperature). The MDMT is defined as the minimum metal designtemperature at which components are subjected to internal or externalpressures or stresses. All required Cat II piping materials shall be impacttested according to CSA Z662 Cat Ii (_45°C) requirement.
Materials Identification
All materials not covered by the piping material specifications shall beclearly identified with an identification number on the P&ID's, the pipingdrawings and the isometrics. All items with an identification number shallbe recorded on a specialty item (SP) list as a part of the drawing package.The identification number shall be permanently attached to the item with astainless steel tag or nameplate.
All valves and piping components shall bear tlie normal identificationmarkings as required by CSA, ANSI, ASME, ASTM, MSS or other applicablestandards and specifications.
1.5.3 CE-Franklin shall hold mill test reports on behalf of Talisman-Energy and
shall provide the heat number for the QC package for all materials suppliedto Talisman-Energy by CE-Franklin. All materials purchased from suppliers
Incorporating Coil Engineering E(~:¥ N omicsPage 4SharePolntlPrime Operabng Manual\Standard Specifica,ions\IBU.TLM.SPEC.EM-003 Specificalion - Piping Material
1.5.4
1.5.5
1.5.6
1.5.7
1.5.8
1.5.9
1.5.1 D
1.5.11
other than CE Franklin shall be supplied with the mill test reports for theQC package.
Each individual length of pipe shall, as a minimum, be marked with theapplicable CSA grade or ASTM standard and wall thickness: i.e. CSAGR241 SCH8D. These markings shall be applied continuously throughouteach full length of pipe.
All markings on stainless steel and alloy piping shall be free of chloridesand metals.
Wall Thickness Calculations and Corrosion Allowance
ø Wall thickness calculations are based on CSA Z662-07 and AlbertaRegulation AR 9112005 (Clause 16) where design stress levels may notexceed 50% SMYS for all sour above ground piping.
ø A computerized calculation sheet for determining wall thicknesses isavailable on the Mechanical Engineering Computer Network andTalisman SharePoint Site.
ø Tiie corrosion allowance to be used is specified in the individual lineclasses.
Pressure and temperature limits indicated in the individual Line Classes arebased on the lesser of the maximum allowable flange rating as per CSAZ245.12 or ASME 816.5 for the particular material group. All pipingcomponent wall thicknesses specified in each Line Class are based on thelesser of either the allowable flange pressure rating or the allowable stressof the piping component found within the temperature limits of the LineClass. Allowance has been made for the stated corrosion allowance, depthof any threads, and manufacturer's mill tolerance.
Piping component wall thicknesses do not include any additional thicknessthat may be required to compensate for such design considerations asthermal loads, live loads, hydraulic shocks, or loads and forces from othercauses, all of which must be given consideration when designing pipingsystems.
Unless otherwise specified, all pressures specified in the individual LineClass are positive pressure. All piping subjected to a negative pressureshall be investigated on an individual basis since the engineering designspecified in the applicable Line Class mayor may not be suitable.
All CSA Material shall be low temperature (-45°C) category II materiaL.
1.6.1 Machine bolt length shall be measured from the bearing surface of the head
to the extreme point.
1.6.2 Stud-bolt length shall be the effective thread length (not including points).
1.6.3 Calculated bolt lengths shall be rounded up in increments of 1/4", to
commercially available lengths.
1.7 Joining of Pipe and Swages
1.7.1 Pipe-to-pipe joints shall be made as follows:
1.8
1.8.1
1.8.2
1.8.3
1.9
1.9.1
o Threaded end pipe: Use couplings with taper threads in accordance withASME B16.11. Unless otherwise specified, the threads shail conform toASME B1.20.1 (pipe threads, general purpose (inch).
o Plain end (cut square or beveled) pipe NPS 1 1/2" or smaller: Usesocket-welding couplings in accordance with ASME 816.11.
o Beveled end pipe NPS 2" and larger: Butt-weld in accordance with CSA2662, latest edition.
o The above shall also apply when joining swage nipples to pipe.
Pipe
Pipe sizes 3/8", 1 1/4",2 1/2", and 5" shall not be used, except whererequired to connect to equipment. Conversion from these non-standardsizes to standard piping shall be as near to the equipment as possible.
All carbon steel pipe dimensions must conform to CSA 2245.1 for CSApipes and ASME 830.1 OM for all otlier pipes
Design pressure for pipe made to a standard or specification other thanrecommended in CSA 2662-07 shall not exceed the pressure correspondingto 72% of SMYS of the pipe (Clause 4.3.5.4).
Fittings
Fittings shall be taper bored in accordance with CSA 2245.11 for CSAfittings and ASME 831.3 for all other fittings if the thickness exceeds thepipe wall thickness by more than 1.6 mm. When fittings of greater wallthickness than specified are supplied, approval in writing must be obtained
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1.9.2
1.9.3
1.9.4
1.9.5
1.9.6
1.10
1.10.1
1.10.2
1.11
1 .11 .1
¡"
from the responsible engineer. The Stress engineer must be immediatelyinformed of this substitution.
Miters shall not be used unless specified by the responsible engineer.Where specified, miters shall be as follows:
. 45° turns Two piece - one weldo 90° turns Three piece - two welds
o 1-1/2 diameter radius
Short-radius butt-welding elbows shall not be used unless specified by theresponsible engineer. When specified they shall be limited to 80% of themaximum allowable working pressure when subjected to pulsatingpressures.
CSA and ASME steel butt-welding fittings must be supplied in accordancewith CSA 2245.11 and ASME 816.9 respectively. The out of roundness offittings and elbows shall not exceed 4% of the nominal diameter of thefitting. The butt-weld connection and all other tolerances shall be inaccordance with 2245.11 for CSA fittings and 816.9 for ASME fittings.Sharp edges on the back of elbows are not acceptable.
Where a reducing weld tee, or weld reducer is joined to pipe of differentschedules, the fitting selection shall be based on the heaviest pipeschedule. The fitting end attached to the lighter wall pipe shall be taperbored to suit.
Reducing butt-welding fittings shall have ends specified to the sameschedule or weight. The schedule or weight shall not be less than thatrequired for any end of the reducing fitting.
Flanges
All CSA specified flanges shall conform to CSA 2245.12, All others shallconform to ASME 816.5.
Specified CSA Orifice flanges shall have the flange conform to CSAZ245.12 with the orifice machined to ASME 816.36. Weld neck orificeflanges shall be specified with bore to match the pipe inside diameter.
Valves
Valves shall conform to CSA Z245.15, Section 3 of IBU-TLM-SPEC-EM-003and any additional requirements listed in this specification.
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1.12
1.12.1
1.12.2
1.12.3
1.12.4
1.13
1.13.1
1.13.2
1.14
1.14.1
1.14.2
1.14.3
1.14.4
1.15
1.15.1
1.15.2
1.15.3
Line Reductions
When reducing to or from a screwed/socket weld fitting 1 1/2" NPS orsmaller, use a swage nipple for the small end.
When reducing in butt-welding construction 2" NPS and larger, use a butt-welding reducer for the small end. The reducer schedule sl1all match thepipe schedule at both ends.
Stub-in connections into weld-caps or heads are not permitted.
Connections into a flat surface require the use of flat-olet.
Branch Connections
All branch connections must be made in accordance with the applicablereferenced branch connection table in the individual piping material class.
If reinforcing pads are required. They shall be supplied with a 1/4" drilledand tapped tell-tale hole to allow pressure testing of the pad. After testingthe hole can be filled with grease.
Small Piping Subject to Vibration
All piping branches subject to vibration, and smaller than 1 1/2", shall bereviewed to determine the need for gussets.
All gussets shall be installed in accordance with Colt Standard DrawingsEP303-2505 and 2506.
Valves must be close-coupled to the take-off connections.
Close nipples and fully threaded nipples shall not be used.
Thread Compound
Thread compound shall be used for all threaded connections that are notseal welded.
Teflon tape shall not be used for any threaded connections.
Table 1 indicates thread compounds suitable for the various services listed.Other compounds suitable for service may be selected.
E(:~4Nomi(šIncorporating Colt Engineenng
Page 8SharePcin:\Prime Operatlng Manua/\Standard Speclfications\lBU-TLM-SPEC-EM-003 Specification - Piping Material
Table 1: Thread Compounds
Service Thread Type Temperature Range Thread Compound
Sour and sweet hydrocarbon service PipeTHRD -73cC to 260.C Jetlube TF-15(A)
Lube oil, Seal oil Pipe THRD -45cC to 200'C Locktite PST Pipe seal 567(A)
Sulphuric Acid Pipe THRD -73cC to 260'C Jetlube TF-15IA)
Utility Air with Potable Water Pipe THRD ,45cC to 260.C Jetlube V-2(A)
Thread anti seize lubricant External bolts -45.C to 400.C Locktite Nickel anti seize #771(A)
Sour and sweet hydrocarbon service Pipe THRD OCG to 650.C UCAR Grafoil GTS sealant paste(A)
NOTE: (A) or approved substitute, current venàor datasheets are available in Appendix B. .
1.16
See Appendix B of IBU-TLM-SPEC-EM-003 for the thread compound vendor specifications and datasheets.
Seal Welding
1.16.1
1.16.2
1.16.3
1.17
1.17.1
1.17.2
1.17.3
1.17.4
1.18
1.18,1
Seal welding is only permissible for threaded connections when approvedby the responsible engineer and specified on the isometric.
Seal welded joints shall be wrench tightened and then backed off one halfturn before welding.
Thread compound or tape shall not be used on joints to be seal welded. Donot seal weld plugs on valved process vents and drains.
Pipe Bends
Pipe bends shall be made according to Colt Standard 01.
Bending radius of metallic pipe shall be a minimum of five times thenominal diameter.
Heat treatment requirements shall be determined in accordance with CSA.
Short radius and field bends may only be used with written approval fromthe responsible engineer.
Postweld Heat Treatment Requirements
Postweld heat treatment per Code. Weld procedure qualification (WPS),with supporting procedure qualification record (POR), to be qualified byimpact testing as required by relevant Code (ASME 831.3 or CSA Z662). Allwelds in vibrating service shall be stress relieved.
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1.19
1.19.1
1.19.2
1.19.3
1.19.4
1.19.5
1.20
1.20.1
Inspection and Testing
All welds shall be radiographed in accordance with the requirements of CSAl662 as a minimum.
Acceptance criteria shall be those for the applicable Codes and Standards.
Ultrasonic testing shall be conducted on welds that can not beradiographically examined at Owner's option. Acceptance criteria shall beas per the applicable Codes and Standards.
Charpy Testing Impact testing shall be in accordance with CSA l662.
Hardness Testing
o If micro hardness testing is required it shall be performed in accordance with the
requirements of ASTM E384.
o All welding procedure specifications/welding procedure qualification records
(WPS/PQR's) shall contain hardness test results.
o PQR hardness testing shall be carried out by the Vickers Microhardness test method.
o Acceptance criteria for Vickers hardness testing shall be per CSA.
o Hardness testing shall be carried out on a sample cross section and shall include threereadings each in the HAl, weld, and base material, at 0.25t from each surface and atD.5t.
Pressure testing of piping shall be 1.5 times the MOP for each line class.
CSA Z662-07 Clause 8.6 stipulates that "where practical," pipe spoolsshould be tested to produce the same hoop stresses as would be producedin the absence of erosion and corrosion allowances; this would result inhydro test pressures in excess of 1.5 times the cold rated flange pressuretherefore creating hoop stresses in excess of 75% of SMYS of the material.It was deemed impractical in facility piping to resolve the above issue byderating the operating pressures or changing flanges for this reason 1.5times the MOP will be used as the test pressure.
Pipe Supports
Welded shoes can only be used when the calculated hoop stress is lessthan 50% of the SMYS of the materiaL.
Notes Referenced in Line ClassesPWHT per Code. Weld procedure qualification (WPS), with supporting procedure qualificationrecord (PQR), to be qualified by impact testing as required by relevant Code (ASME B31.3 orCSA Z662). All welds in vibrating service shall be stress relieved.
Design pressure for pipe made to a standard or specification other than recommended in CSAZ662-07 shall not exceed the pressure corresponding to 72% of SMYS of the pipe (Clause4.3.5.4).
Bore to match pipe.
Specify olets as branch schedule and size by header size. Refer to Branch Connection Chart#1. Use Branch Connection Chart #2 for Sour Vibration Service.
Small bore flanged valve shall be used for instrument connections, vents and drains only.
Install in horizontal position with cover up only.
Install in horizontal position with cover up or vertically with flow upwards only.
In horizontallínes, split-disc wafer type check valves shall be installed with the shaft in thevertical position.
For Valve material description and purchase details refer to Section 3 of Talisman ASMEPiping Material Specification IBU-TLM-SPEC-EM-003.
Contractor or Vendor's welding procedure qualification (WPS), with supporting procedurequalification records (POR), shall ensure that weld hardness does not exceed 22 HRC. Thelocation and number of hardness impressions shall be as specified in the referenced code forsour service applications and shall include the weld root, heat-affected zone (HAZ), weld capand parent metal. Hardness readings shall be documented and records submitted to Talisman(TLM). All welds in vibrating service shall be stress relieved.
11. Threaded fittings shall not be used on main process piping in sour service applications.Threaded fittings may be used on branches which have been isolated from the main headerwith a flanged valve or as approved by the responsible engineer. Where threaded forgedfittngs are specified, pressure ratings shall be as outlined in ASME B16.11
12. Socket-welded valves shall be used in sour service applications. Combination-end valves(SW x NPT) may be used for vents, drains and instrument connections only.
13.
Figurc-B Blank Paddle Blaiik Paddle Spacer
Figure 8: ASME 816.48 Line Blank Types
14. Line blanks impact testing requirement as per ASME B31.3 Paragraph 323.2.
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0.5 TO 1.5 SCH 160 PE ASTM A333 Gr 6, SMLS2 XS BW ASTM A333 Gr 6, SMLS2-1/2 to 3 STD BW ASTM A333 Gr 6, SMLS4 TO 10 STD BW CSA Z245, 1 Gr 359, Cat Ii, -45 C
12 XS BW CSA 2245.1 Gr 359, Cat II, -45 C
2T03 PN 100 RFWN ASTM A350.LF2 Class 14 TO 12 PN 100 RFWN CSA Z245.12 Gr 359, Cal II, -45C2TO 12 600 CLASS RFBLlND ASTM A350.LF2 Class 1
2T02 600 CLASS RFBLlND ASTM A350.LF2 Class 1, THRD Bore 0.52iO2 600 CLASS RFBLlND ASTM A350-LF2 Class 1, THRD Bore 0.75'2ï02 600 CLASS RFHUB ASTM A350,LF2 Class 1, THRD Bore 1.00'
2T03 600 CLASS RFWN ASTM A350-LF2 Class 14 TO 12 PN 100 RFWN CSA 2245.12 Gr 359, Cat II, -45C
0.5 TO 1.5 3000# THRD .ASTM A350-LF2 Class 12T03 S¡1.ME AS PIPE BW ASTM A420-WPL64 TO 12 SAME AS PIPE BW CSA 2245,11 Gr 359, Cat II, -45C
0.5 TO 1.5 3000 # THRD ASTM A350-LF2 Class 1
0.5 TO 1.5 SCH 160 THRD ASTM A333-6, SMLS, 100mm LG
05T01.5 SCH 160 THRD ASTM A420.WPL6
05 TO 1.5 3000 # THRD ASTM A350.LF2 Class 12T03 SAME AS PIPE BW ASTM A350.LF2 Class 1
0.5 TO 1.5 MNPT ASTM A350.LF2 Class 1, Solid Round Head
2TO 12 600 CLASS RF Fig, 8 ASTM A516-70N
ALL ASTM A 193.87M. Stud Bolt
ALL ASTM A 194-2HM
2TO 12 600 CLASS RF 3mm THK, 316 S8 Graphoil filled, CS Outer ring