Petronas Pipe Support

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Engineering, Procurement, Construction, Installation and Commissioning with Alliance Scheme for PETRONAS Floating LNG Project

PIPING SUPPORTS CONSTRUCTION STANDARD

Pages modified under thisrevision:75,79,81-86,88-89,99-100,117,154,156-157,162,177-180,185-187,194-205 Classification and Certification Society: YES

Document Class: 2

3 17-Feb-2014 Issued For Construction DAT PTA DAM

2 21-Oct-2013 Issued For Construction DAT PTA PAG

1 17-Jul-2013 Issued For Construction CMM PTA PAG

0 01-Nov-2012 Issued For Design CMM PTA PAG

A 07-June-2012 IFR -Issued For Review CMM PTA PAG Rev Date

DD-MMM-YYYY

STATUS Written By

(name & visa)

Checked By (name & visa)

Approved By (name & visa)

DOCUMENT REVISIONS

Sections changed in last revision are identified by a vertical line in the left margin

This document is CONFIDENTIAL. Neither the whole nor any part of this document including its contents by any means (electronic, mechanical, reprographic, recording or otherwise) may be disclosed to any third party without prior written consent of PETRONAS. The Copyright of this document belong to PETRONAS. All rights reserved.

COMPANY DOCUMENT NO CONTRACTOR DOCUMENT NO

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PFLNG TDC PIP STD 0000 10003 5867 0000 STC 1390 10003 3 1/

207 N/A

PIPING SUPPORTS CONSTRUCTION STANDARD TECHNIP DSME CONSORTIUM

Don Andres Carlos A. Tavanlar 2014.02.17 14:34:01 +08'00' Prashant Tanksale 2014.02.17 14:45:59 +08'00' Damien Amigues 2014.02.17 14:52:01 +08'00'

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CONFIDENTIAL – Not to disclose without authorization

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PFLNG TDC PIP STD 0000 10003 5867 0000 STC 1390 10003 3 2/ 207 N/A CONTENTS 1. PROJECT SCOPE 4 1.1 General outlines 4 1.2 Definitions 4 2. PURPOSE 5 3. REFERENCES 6

3.1 Reference Codes and Document 6

3.2 Reference specification 6

3.3 COMPANY Technical Standard 6

4. PIPE SUPPORTS GENERAL NOTES 6

4.1 Pipe Support Identification 7

4.2 Numbering of Tagged Items 7

4.3 Primary and Secondary Pipe Supports Tagging in Isometrics. 7

5. DETAILED INFORMATION RELATING TO STANDARD SUPPORTS 8

6. SPECIFIC REQUIREMENTS FOR SUPPORT COMPONENTS WELDED ON

PIPE 11

7. MATERIAL (VENDOR SUPPLIED) 11

8. PIPE SHOE HEIGHTS 11

9. TABLE 1: PIPE SPANS FOR PIPES RESTING ON MORE THAN TWO

SUPPORTS 13

10. TABLE 2 18

11. TABLE 3 20

12. TABLE: 4-5-6 COLLECTION OF STANDARD STRUCTURAL ELEMENTS

22

12.1 TABLE 4 22

12.2 TABLE 5 22

12.3 TABLE 6 22

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14. SYNOPTIC TABLE 24

15. PIPE SUPPORTS STANDARD SERIES 25

15.1 Welded Support Series 26

15.2 Clamp Supports Series 30

15.3 Hanger Support Series 32

15.4 Structural Support Series 34

15.5 Vessel Supports Series 37

15.6 Cold Supports Series 38

15.7 RTRP Supports Series 42

ATTACHMENT

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1. PROJECT SCOPE

1.1 General outlines

COMPANY intends to develop a Floating LNG Production Unit in East Malaysia for capitalising on the availability of the gas resulting from the development of several gas fields in Malaysia. The purpose is to execute the Engineering, Procurement, Construction, Installation and Commissioning (EPCIC) for the PETRONAS Floating LNG Project.

The design basis is based on a new built vessel. The FLNG plant shall be designed for 1 MTPA production of LNG.

Design life for both Hull/marine and Topside are expected to be 20 years. This project is to be implemented in an Alliance between COMPANY and a consortium comprising of Technip Geoproduction (M) Sdn Bhd, Technip France and Daewoo Shipbuiding & Marine Engineering Co. Ltd (hereinafter collectively referred to as “TDC”). The COMPANY and TDC have /will enter into a contract for the implementation of the PROJECT on an Alliance basis (“CONTRACT”)

1.2 Definitions

For clarification purposes, the definitions used in the present PROJECT Procedure are recalled here:  PROJECT: means the development and implementation of the PETRONAS Floating LNG

project (also referred as ”PFLNG Project”)

 WORKS: means all work in relation to the PROJECT required to be performed for the realisation the PROJECT.

 COMPANY: means Petroliam Nasional Berhad (“PETRONAS”) and MISC Berhad (“MISC”)  CONTRACTOR: means a consortium comprising of TPGM, TPF and DSME (also referred as

“TDC”)

 ALLIANCE INTEGRATED TEAM: The team set up by COMPANY and the CONTRACTOR to facilitate the smooth implementation of the WORKS.

 FEED: Front End Engineering Design  TPF: TECHNIP France SAS

 TPGM: TECHNIP GEOPRODUCTION (M) SDN BHD  DSME: Daewoo Shipbuilding and Marine Engineering Co. Ltd.  POC: Paris Operating Centre

 KLOC: Kuala Lumpur Operating Centre  OOC: DSME OKPO Operating Centre  OC: Operating Centre

 BOM: Bill of Material (of ISO)  CAD: Computer Aided Design

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 MDS: Multi Discipline Supports  IT: Information Technology  MTO: Material Take-Off

 P&ID: Process and Instrumentation Diagram

 PDMS: AVEVA Plant Management Design System Software  ID: Issuing Department

 LDE: Lead Discipline Engineer  DCM: Document Control Managers  DCC: Document Control Center  JANUS: Progress Measurement Tool  MDR: Master Document Register

 EDMS: Electronic Documents Management System  DDB: Disciplines Project Database (one for each discipline)  PDB: Project Data Base (unique for the Project)

 PDB Comments: Project Data Base implemented for record, dispatch and storage of Copy Comments

 FDB: Front Data Base  IDC: Inter-Discipline Check  PWHT: Post Weld Heat Treatment  BOP: Bottom of Pipe

 YARD: Means Construction Site where all Fabrication/Installation work related to PROJECT is performed.

2. PURPOSE

The purpose of this document is to stipulate basic design data, documentation and requirements for the design, material supply and fabrication of pipe supports in piping systems to be used for PETRONAS Floating LNG project.

All piping systems shall be evaluated and analyzed for adequate supports concept and definition in accordance with applicable codes and standards, and suppliers’ recommendations as applicable. This standard mainly applies to metallic piping system. All non-metallic such as RTRP and CPVC etc. piping shall be supported in accordance with Manufactures’ recommendations. Support standards indicated for RTRP and CPVC piping are for reference only.

This pipe support construction standard shall be used for topsides piping scope (including inside hull) for PETRONAS Floating LNG project. This standard includes the general notes, tables, list, synoptic tables and compilation of pipe support construction details.

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3. REFERENCES

3.1 Reference Codes and Document

Piping supports shall be designed, installed, fabricated and erected in complete accordance with the most recent edition of the following reference codes:

 ASME B31.3 Process Piping

 MSS SP58 Pipe Hangers and Supports - Materials, Design and Manufacture  MSS SP69 Pipe Hangers and Supports - Selection and Application

3.2 Reference specification

The following specification shall be used in conjunction with this specification. 5867-0000-JSD-1300-10022 Topside Piping Classes

5867-0000-JSD-1300-10002 Topside Piping Design Job Specification 5867-0000-JSD-1300-10008 Piping Stress Job Specification

5867-0000-JSD-1300-10010 Topsides Piping Support Job Specification 5867-0000-JSD-1300-10025 Piping Fabrication, Installation & Testing 5867-0000-JSD-2200-10001 Topside Hot Insulation Specification 5867-0000-JSD-2200-10002 Topside Cold Insulation Specification 5867-0000-JSD-2300-10001 Job Specification for Painting

3.3 COMPANY Technical Standard

PTS 31.38.01.11 Piping - General requirements

PTS 31.38.01.10 Piping Classes Part 1:- Basis of Design PTS 31.38.01.12 Piping Classes - Refining & Chemicals PTS 31.38.01.15 Piping Classes - Exploration & Production PTS 31.38.01.29 Pipe Supports

PTS 31.38.01.31 Shop and Field Fabrication of Steel Piping PTS 30.46.00.31 Thermal Insulation

PTS 31.46.00.31 Acoustic insulation for piping PTS 30.48.00.31 Protective Coatings & Lining

4. PIPE SUPPORTS GENERAL NOTES

A pipe support tag number shall identify all supports. Tag Nos & variable data shall be shown on piping isometrics.

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4.1 Pipe Support Identification

PS / SP -- PDMS Design Area -- SERIAL No. XX -- YYYY -- ZZZ (3 Digit)

PS: Pipe Supports (Standard) SP: Special Pipe Supports

PDMS Design Area: Refer doc. no.

5867-1000-DW-0051-10011 to 10014

4.2 Numbering of Tagged Items

(Controlled in the tagged items data sheets)

In case, if the PS or SP support is having TAGGED ITEMS (Spring Hangers. Rigid Struts, Sliding Plates etc). Then the same will be identified in the component notes of support modeller, so that it will be reflected in isometric against the support.

E.g: 1101-HGR-01 (Refer below for the details of numbering of tagged items).

HGR (Hanger Rod), VHS (Variable Spring Support), CHS

(Constant Spring Support), SSP (Sliding Plates), RST (Rigid Struts)

4.3 Primary and Secondary Pipe Supports Tagging in Isometrics.

The Pipe Support may consist of combination of Primary and Secondary Standard Supports. The entire standard supports are tagged with the variables as per Support Construction Standard. Primary supports are attached to pipe, like shoe, stopper, guide, trunnion, etc. and Secondary supports are structural supports, like Cantilever bracket, T-post, L-type, Portal type etc.

YYYY --- A A A XX -- Z Z (2 Digits) PDMS Design

Area Serial No.

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The secondary structural support tagged with unique no. and other primary supports are tagged with suffix P1, P2, P3 etc. at same support location.

In case the pipe support without any secondary support, then the first primary support will be tagged with unique no. and other primary supports are tagged with suffix P1, P2, P3 etc. at same support location.

Special supports shall be individually detailed, in the form of dimensional drawings, and may include some Standard Support components such as trunnion, guide, stopper etc.

5. DETAILED INFORMATION RELATING TO STANDARD SUPPORTS

 Pipe support location shall be indicated in Piping Isometrics for pipe sizes 2"Dia. and above. Pipe sizes smaller than 2"Dia. shall be supported by YARD unless otherwise noted.

 Standard supports shall be used. Special supports shall be used when the loading or dimension criteria of standard supports are exceeded. These shall be designed and checked by the responsible Structural/Civil Engineer where necessary.

 All standard dimensions or loads are specified per metric system: Millimetres (mm) for dimensions and Kilo Newton (KN) for loads. Pipe nominal diameters are defined in inches.  If other structural shapes or threaded parts are used, YARD shall make sure that used materials

are equivalent to those defined in quality, dimensions and mechanical properties.

 YARD shall make sure that all structural supports attached to primary steel or circular sections shall be provided with doubler plate.

 LENGTHS DEFINED ON CONSTRUCTION STANDARD SUPPORT SERIES STC-1391, STC-13 92 AND STC-1394:

Length "X" or other variables defined in pipe support isometrics are the theoretical calculated lengths from ground level, structural beam or concrete beam level. To take into account the effective length of structures, YARD shall add allowance to the lengths defined to be adjusted in field.

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PFLNG TDC PIP STD 0000 10003 5867 0000 STC 1390 10003 3 9/ 207 N/A

X + 200

STEEL

X + 100

mm

75 mm 75 mm MAIN BEAM * *

PIPE

٭ - From insulation edge or edge of bare pipe

STANCHIONS TYPE PORTAL TYPE

 SUPPORT WELDED COMPONENTS

Generally, support weld fillet shall be performed according to the following detail. When other impositions are required (full penetration, etc.), a special support detail shall be indicated.

e'

e a

e = Thickness of the other element. e' = Thickness of the thinnest element . a = Thickness of the weld filler .

 All welding of dissimilar materials shall be covered by special welding procedure.

 YARD shall field check all pipe supports after installation and add necessary reinforcement, bracing or stiffeners. Limit this reinforcement to secondary structures only and attachment like rigid struts and springs.

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All pipework “permanent and temporary” shall be securely fastened to minimize vibration and prevent damage during transportation.

 Pipe shoe with variable height shall be adjusted by shim or field weld support. For all lines, shimming plates will be in YARD’s scope for thickness ≤ 20mm. Shimming under elbow supports shall be fully welded to the support after all joints in piping are made up. Shims under pipe or sliding supports shall be fully welded to support steel after all piping joints are made up.

 All pipe supports should rest on structural steel and not on grating. Thickness of support base plate shall not be less than chequered plate or deck / floor plate thickness.

 All guides, line stops, anchors and spring supports shall be installed only where indicated on piping isometrics. During installation and welding of guide and line stop components, gaps specified on isometrics according to stress analysis calculation shall be strictly followed. They shall not be added in the field without prior approval.

 All commercial parts called for on Pipe Support Construction Standard shall be identified by catalogue number. Equivalent parts by other manufacturers may be substituted with the approval of the COMPANY.

 Spring and level arms shall be protected against overload during hydrostatic test. All restraints or stops installed for this purpose shall be removed immediately after testing has been completed. Refer Piping Fabrication, Installation & Testing Speccification doc. No. 5867-0000-JSD-1300- 10025.

 Where shims or packings are called for on steel supports, they must be seal welded to the supporting steel. Packings shall be provided on Base Spring Supports, as required to suit the installed dimensions.

 Welds not specified shall be 6 mm continuous fillet. Fillet welds to piping however, shall not be greater than the pipe wall thickness. All supports shall be seal welded.

 For Welding and Non Destructive Examination (NDE), refer specification doc. no. 5867-0000- JSD-1300-10025 section 6 and section 8.

 For stress relieved lines, welded attachments such as trunnions, dummy pipes, stanchions and protection shields shall be welded before stress relieving (PWHT).

 All pipe support elements and structures shall be painted in accordance with the Painting Specification Document 5867-0000-JSD-2300-10001 prior to installation of piping. After painting, each standard support element shall be paint marked or tagged with its relevant tag number (except for guiding angles and U-bolts).

 All vent/weep holes to be plugged with mastic after final installation and testing.  All sharp corners shall be rounded off and rounding radius shall be R15.

 YARD shall drill holes on steel plates and concrete according to the effective bolt diameter and length used as per stud bolt or expansion bolt manufacturer.

 Fireproofing: pipe supports in the Fireproofing zone which need Passive Fire Protection (PFP) and in the Cryogenic Spill Protection (CSP) shall be fireproofed according to Passive fire & Cryogenic Spill Protection Philosophy 5867-0000-JSD-1900-10005.

 All base type springs shall be stitch welded to the structural steel and sealed with mastic.  All non-metallic pads under uninsulated lines shall be properly secured on the structural steel.

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INSULATED LINE UNINSULATED LINE/

SLOPING LINE

H H

PIPE SHOE HEIGHTS (WITHOUT SLIDING PLATE)

 All support details for Non-metallic piping shall be in accordance with the Manufacturer’s recommendations.

6. SPECIFIC REQUIREMENTS FOR SUPPORT COMPONENTS WELDED ON PIPE

 All attachments welded directly to piping shall be of the same material as parent pipe. YARD shall ensure that such welding is performed prior to PWHT or in accordance with the parent pipes that have a particular welding requirement.

 Attachment welds shall be continuous. Stitch welding is not permitted.

7. MATERIAL (VENDOR SUPPLIED)

 Itemised material like Spring Supports, Rigid Struts and Sliding Plates shall be stored and protected in shop before field installation. Particular care should be taken during installation of Sliding Plates for welding, positioning at support points and protection to avoid damage to P.T.F.E and Stainless Steel parts.

 YARD shall follow requirements of Itemized Material Suppliers.

8. PIPE SHOE HEIGHTS

 Pipe shoe height “H” specified on pipe support isometrics will be the total height from bottom of pipe to top of support beam.

* BOP Setting for LINES

SUPPORT INSULATION THICKNESS: E PIPE SHOE HEIGHT

Shoe (Dia. < 24”) E  50mm 100mm 50mm < E  100mm 150mm 100mm < E  150mm 200mm E > 150mm E+50mm Saddle (Dia. > 24”) E  100mm 150mm (1)

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(1) Saddles are used subject to insulation thickness ‘E’ above * BOP Setting for COLD INSULATED LINES

 Cold insulated lines shall be purchased as a complete assembly of pipe shoe and insulated blocks from supplier.

 Where cold insulated lines pipe supports are fabricated by the YARD, the following table specifies the pipe shoe height.

 The following table also serve as information for the supplier to fabricated the cold pipe shoe height.

PIPE DIAMETER INSULATION THICKNESS: E PIPE SHOE HEIGHT

1/2” TO 6” E  80mm 150mm (MINI) 80mm < E  130mm 200mm E > 130mm 250mm 8” TO 24” E  80mm 200mm (MINI) 80mm < E  130mm 250mm E > 130mm 300mm 26” & Above E  80mm 200mm (MINI) 80mm < E  130mm 250mm E > 130mm 300mm

 When Sliding Plates are required, Pipe shoe height "H" specified on pipe support isometrics will be the effective height,refer detail below. The effective height will be adjusted on prefabrication according to Sliding Plates assembly.

(Height of sliding plate = 15mm)

15 H

INSULATED LINE UNINSULATED LINE

PIPE SHOE HEIGHTS (WITH SLIDING PLATE) 15

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L1 = 0.65L L2 = 0.75L

9. TABLE 1: PIPE SPANS FOR PIPES RESTING ON MORE THAN TWO SUPPORTS

TABLE – 1A: CARBON STEEL AND HEAVY WALL STAINLESS STEEL The data below are applicable to:

 Carbon steel pipes, STD wall and heavier with a maximum temperature of 350°C.

 Austenitic stainless steel pipes, schedule 40S and heavier, DN < 400 with a maximum temperature of 350°C.

 Duplex stainless steel pipes, schedule 10S and heavier with a maximum temperature of 280°C.

PIPE DIAMETER MAXIMUM SPAN (MM) (NOTE 1,2,3) DN

(MM) INCH

VAPOUR SERVICE LIQUID SERVICE BARE INSULATED _{(NOTE 3)} BARE INSULATED _{(NOTE 3)}

25 1” 3850 2300 3450 2250 40 1-1/2” 4750 3000 4100 2800 50 2" 5350 3600 4550 3300 80 3" 6550 4600 5450 4200 100 4" 7500 5550 6100 4900 150 6" 9150 6800 7100 5800 200 8" 10500 8050 7950 6700 250 10" 11800 9050 8700 7400 300 12" 12900 9800 9150 7800 350 14" 15150 (NOTE 4) 11850 10850 9300 400 16" 16250 (NOTE 4) 12850 11200 9750 450 18" 17250 (NOTE 4) 13750 11500 10150 500 20" 18200 (NOTE 4) 14450 11750 10400 600 24" 18950 (NOTE 4) 16050 12150 10950 NOTES:

Pipe spans are based on the following assumptions:

1. Spans are based on straight pipe, other configurations shall be multiplied by a shape factor (see sketch below).

2. Free draining pipes with a slope less than 1.5 mm/m require an additional check of the span.

3. The weight of insulation and sheeting is based on insulation thickness varying from 70 mm for DN 25 to 200 mm. For DN 600 and above, and density of 190 kg/m3 _{is considered.}

4. Spans limited by deflection. All other spans are limited by longitudinal bending stress. 5. Maximum deflection of the pipe between support points is considered as 6 mm.

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TABLE – 1B: STAINLESS STEEL, SCHEDULE 10S

The data below are applicable to austenitic stainless steel pipes, schedule 10S with a maximum temperature of 350°C

PIPE DIAMETER MAXIMUM SPAN (MM) (NOTES 1,2,3) DN

(MM) INCH

VAPOUR SERVICE LIQUID SERVICE BARE INSULATED _{(NOTE 4)} BARE INSULATED _{(NOTE 4)} 25 1” 3900 2200 3450 2100 40 1-1/2” 4850 2800 4000 2600 50 2" 5450 3300 4300 3000 80 3" 6700 4050 4950 3500 100 4" 7650 4800 5300 4000 150 6" 9400 5750 5950 4600 200 8" 10750 6800 6450 5200 250 10" 12000 7600 6950 5650 300 12" 13000 8250 7350 6050 350 14" 13750 8700 7600 6300 400 16" 14700 9450 7750 6550 450 18" 15650 10150 7850 6750 500 20" 16450 11000 8400 7300 600 24" 18050 12700 9050 8050 NOTES:

Pipe spans are based on the following assumptions:

1. Spans are based on straight pipe, other configurations shall be multiplied by a shape factor (see sketch below).

2. Free draining pipes with a slope less than 1.5 mm/m require an additional check of the span. 3. Spans are limited by longitudinal bending stress.

4. The weight of insulation and sheeting is based on insulation thickness varying from 70 mm for DN 25 to 200 mm. For DN 600 and above, and density of 190 kg/m3_{is considered.}

5. Maximum deflection of the pipe between support points is considered as 6 mm.

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TABLE – 1C: MAXIMUM SPAN - PIPE GUIDES & HOLD DOWN SUPPORTS FOR

CS AND LOW ALLOY STEEL–HORIZONTAL PIPES (Applicable for PFLNG PROJECT only)

PIPE DIAMETER MAXIMUM GUIDE/ HOLD DOWN SPANS IN MM DN (mm) INCH WALL THK (SCHED) WALL THK (mm)

UN-INSULATED PIPE INSULATED PIPE (40mm THK) PIPE EMPTY PIPE FULL

OF WATER PIPE EMPTY PIPE FULL OF WATER 40 _1/2”1- 80 5.08 6000 / 6000 6000 / 6000 6000 / 6000 6000 / 6000 50 2" STD 3.91 6000 / 6000 6000 / 6000 6000 / 6000 6000 / 6000 80 3" STD 5.486 12000 / 18000 12000 / 18000 12000 / 18000 12000 / 12000 100 4" STD 6.02 12000 / 18000 12000 / 18000 12000 / 18000 12000 / 12000 150 6" STD 7.11 24000 / 24000 18000 / 18000 24000 / 24000 18000 / 18000 200 8" 20 6.35 24000 / 24000 24000 / 24000 24000 / 24000 18000 / 18000 250 10" 20 6.35 24000 / 24000 24000 / 24000 24000 / 24000 18000 / 18000 300 12" 20 6.35 24000 / 36000 24000 / 24000 24000 / 36000 24000 / 24000 350 14" 20 7.92 24000 / 36000 24000 / 24000 24000 / 36000 24000 / 24000 400 16" 20 7.92 24000 / 48000 24000 / 24000 24000 / 48000 24000 / 24000 450 18" 20 7.92 24000 / 48000 24000 / 24000 24000 / 48000 24000 / 24000 500 20" STD 9.52 24000/ 48000 24000 / 24000 24000 / 48000 24000 / 24000 600 24" STD 9.52 24000 / 48000 24000 / 24000 24000 / 48000 24000 / 24000

(1) : EXCEPT STRESS ANALYSIS REQUIREMENT SUPPORT SPANS SHALL BE LIMITED

TO 12 METERS MAXIMUM.(Refer Table-1A )

NOTES:

Pipe guide and hold down spans are based on the following assumptions:

1. All piping in PFLNG project are subjected to various environmental and operational conditions which are considered in stress analysis. Applicable conditions are taken into considerations for calculation of guide and hold down spans. However blast case not considered.

2. Adequate flexibility on account of thermal growth and equipment sway shall be ensured while specifying guides and hold downs.

3. Maximum operating stresses and stress range due to lateral and vertical deflection of the pipe between guide / hold down are maintained within B31.3 code limits.

4. Pipes are considered to be placed on elevation 56500 mm for consideration of wind effect, hull accelerations and structural deflections (hogging & sagging etc.).

5. Pipe schedules (SCH) are as shown above (The use of lower schedules would require shorter guide and hold down spans).

6. Insulation density is taken as 200 kg/m³.

7. Table is only valid for continuous piping without heavy concentrated loads (in line items valves, tees etc.) or direction changes. Necessary equivalent effect of these loads to be considered while specifying guide/ hold down restraints.

H = HOLD DOWN SPAN

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TABLE – 1D: MAXIMUM SPAN - PIPE GUIDE & HOLD DOWN SUPPORTS.

FOR STAINLESS STEEL HORIZONTAL PIPES (Applicable for PFLNG PROJECT only)

PIPE DIAMETER ADMISSIMIBLE PIPE SPANS IN METRES

DN (mm) INCH WALL THK (SCHED) WALL THK (mm)

UN-INSULATED PIPE INSULATED PIPE (THK as per-IC insulation) PIPE EMPTY PIPE FULL

OF WATER PIPE EMPTY PIPE FULL OF WATER

40 1-1/2” 40S 3.68 6000 / 6000 6000 / 6000 6000 / 6000 6000 / 6000 50 2" 10S 2.8 6000 / 6000 6000 / 6000 6000 / 6000 6000 / 6000 80 3" 10S 3.05 12000 / 12000 12000 / 12000 12000 / 12000 12000 / 12000 100 4" 10S 3.05 12000 / 18000 12000 / 18000 12000 / 18000 12000 / 12000 150 6" 10S 3.05 12000 / 24000 12000 / 12000 12000 / 24000 12000 / 12000 200 8" 10S 3.75 24000 / 24000 24000 / 24000 24000 / 24000 18000 / 18000 250 10" 10S 4.6 24000 / 24000 24000 / 24000 24000 / 24000 18000 / 18000 300 12" 10S 4.8 24000 / 24000 24000 / 24000 24000 / 24000 18000 / 18000 350 14" 10S 4.8 24000 / 36000 24000 / 24000 24000 / 36000 24000 / 24000 400 16" 10S 4.8 24000 / 36000 24000 / 24000 24000 / 36000 24000 / 24000 450 18" 10S 4.8 24000 / 36000 24000 / 24000 24000 / 36000 24000 / 24000 500 20" 10S 5.5 24000/ 36000 24000 / 24000 24000 / 36000 24000 / 24000 600 24" 10S 6.35 24000 / 48000 24000 / 24000 24000 / 48000 24000 / 24000

(2) : EXCEPT STRESS ANALYSIS REQUIREMENT SUPPORT SPANS SHALL BE LIMITED

TO 12 METERS MAXIMUM.(Refer Table-1B )

NOTES:

Pipe guide and hold down spans are based on the following assumptions:

1. All piping in PFLNG project are subjected to various environmental and operational conditions which are considered in stress analysis. Applicable conditions are taken into considerations for calculation of guide and hold down spans. However blast case not considered.

2. Adequate flexibility on account of thermal growth and equipment sway shall be ensured while specifying guides and hold downs.

3. Maximum operating stresses and stress range due to lateral and vertical deflection of the pipe between guide / hold down are maintained within B31.3 code limits.

4. Pipes are considered to be placed on elevation 56500 mm for consideration of wind effect, hull accelerations and structural deflections (hogging & sagging) .

5. Pipe schedules (SCH) are as shown above (The use of lower schedules would require shorter guide and hold down spans)

6. Insulation thickness and equivalent density is taken from project specified IC insulation.

H = HOLD DOWN SPAN

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7. Table is only valid for continuous piping without heavy concentrated loads (in line items valves, tees etc.) or direction changes. Necessary equivalent effect of these loads needs to be considered while specifying guide/ hold down restraints.

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10. TABLE 2

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TABLE 2 (continued)

MATERIALS SPECIFICATIONS FOR SUPPORT MEMBERS

Notes:

1. The material for pipe support welded to piping shall be the same as, or material equivalent to the material specified for piping. (Eg. SS304 to be replaced by SS316 as per Piping Class)

2. Sheet of insulation material shall be inserted between support and pipe to avoid any direct contact. 3. Impact testing is required as per ASME B31.3.

4. According to pipe with cold insulation. Components supplied with itemized material. (Refer to suppliers for designation and characteristics.)

5. For all bolts coating shall be zinc nickel + fluorocarbon coated.

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OPE. T EMP. CONDIT IONS NOT REQUIRING

(°C) CONDIT ION T EMP. PWHT (6)

REQUIRED °C -29 T O 342 _CS A 106 Gr B T S > 490 Mpa 343 T O 427 _CH (A 53-B) / A 387-11 Or C .S. SA or SB > 25 mm T < 16 mm ( LO W TE M P . ) C .S. ( G A LV A N IZ E D ) -29 T O 342 _AS 343 T O 468 _AH -29 T O 342 _AS 343 T O 650 _AH -29 T O 342 _AS 343 T O 650 _AH 5 C r – ½ Mo -29 T O 342 _AS 9 C r – 1 Mo 343 T O 650 _AH AISI 304 L -29 T O 342 _SS AISI 316 L AISI 321 H 343 T O 650 _SH AISI 904 L D up l e x S . S . - 29 T O 200 _DS A790 UNS S31803 / A928 CL1 UNS / S31803 10H 1¼ C r ½ Mo 2¼ C r 1 Mo A 312-T p 304 / A 204 T p 304 8 5A 177 A 335-P11 / A 387-11 A 387-11 4 149 A 335-P11 / A 387-11 20 T O 75 _CG Not used C - ½ Mo A 335-P11 / A 387-11 3 All 5B 177 149 PWHT for all A 335-P11 / 79 -46 T O -29 _CL A 333-6 / A 516-60 PIPING S U PPOR T MAT C L

ELEMENT WELDED T O PIPE WELDING HEAT T REAT MENT (2) (3) (4)

MAT ERIAL PIPE SHAPES PLAT ES & BARS P n°

PRE-HEAT ING (5)

C .S.

A 36

1

11. TABLE 3

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TABLE 3 (continued)

HEAT TREATMENT FOR WELD SUPPORTS Notes on Heat Treatment:

1. The requirements of this table are in accordance with those of ASME code B31.3 and requirements of ASME shall prevail. 2. SA= support thickness, SB= piping thickness, T= throat thickness of fillet welds, TS= tensile strength.

3. The side of fillet welds shall be 8/10 of the smaller thickness to be welded.

4. Welding operations may not be performed with an ambient temperature of less than -20°C.

5. For ambient temperature of less than 5°C, preheating shall be carried out notwithstanding the required conditions.

6. When lines are heat-treated for process and stress corrosion cracking purposes, verify whether support-piping welds (non-pressurized part weld) are to be heat-treated notwithstanding material characteristics. In all events, heat treatment (PWHT) shall be performed for Caustic soda service piping classes.

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12. TABLE: 4-5-6 COLLECTION OF STANDARD STRUCTURAL ELEMENTS

12.1 TABLE 4

SHAPES

BEAMS CHANNELS ANGLES

DESIGNATION SHAPE CODE DESIGNATION SHAPE CODE DESIGNATION SHAPE CODE W4x13 W4 C4x7.25 C4 L2x2x3/16 L2 W6x15 W6 C6x10.5 C6 L3x3x1/4 L3 W8x31 W8 C8x18.75 C8 W8x15 - W10x49 - 12.2 TABLE 5

STUD BOLTS MACHINE

BOLTS DIA LENGTH (mm) DIA (mm) LENGT H(mm) 8 100 120 140 160 10 40 50 12 60 65 70 140 170 16 70 80 185 190 18 160 195 20 90 170 22 24 70 85 110 170 30 110 135 36 120 160 12.3 TABLE 6 FLATS PLATES THK WIDTH THK 3 5 30 50 100 150 160 5 6 50 300 6 8 50 80 300 8 10 50 60 75 80 90 110 150 160 200 210 300 10 12 30 80 100 150 250 300 320 370 12 15 50 15 20 20

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13. TABLE 7

EQUIVALENT STRUCTURAL STEEL AS PER PIPE SUPPORT

STANDARD

CODE IN STC

EQUIVALENT STRUCTURAL STEEL AS PER OTHER STANDARD

L2 x 2 x 3/16 L2 JIS – L50 x 50 x 6 L3 x 3 x 1/4 L3 JIS – L75 x 75 x 6 C4 x 7.25 C4 JIS – C100 x 50 x 5/7.5 C6 x 13 C6 JIS – C150 x 75 x 6.5/10 C8 x 18.75 C8 JIS – C200 x 80 x 7.5 W4 x 13 W4 JIS – H100 x 100 x 6 x 8 W6 x 15 W6 JIS – H150 x 150 x 7 x 10 W8 x 15 --- W8 x 31 W8 JIS – H200 x 200 x 8 x 12 W10 x 49 ---

For Steel Plate: Steel Plate

ASTM A36 (Yield Strength 248MPa) --- Steel S355 ( Yield Strength 355 MPa) or

DNV Grade DH36TM (Yield Strength 355 Mpa.)

For Steel Angle and Shapes: Steel Angle and Shapes

ASTM A36 (Yield Strength 248MPa) --- Steel S355 ( Yield Strength 355 MPa) or

DNV Grade DH36 (Yield Strength 355 Mpa.)

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14. SYNOPTIC TABLE

TITLE

CONSTRUCTION STANDARD - PIPE SUPPORTS SYNOPTIC TABLE

ITEM NO.

STC-1390- DRAWING TITLE Rev Date Rev Date

A1

Synoptic Table of Welded Supports ( Sht. 1 to 1 ) A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 A2

Synoptic Table of Clamped Supports ( Sht. 1 to 1 ) A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 A3

Synoptic Table of Hanger and Spring Supports ( Sht 1 to 1 )

A 07-June-12 0 01-Nov-12

B - 1 17-Jul-13

C - 2 21-Oct-13

3 17-Feb-14

A4 Synoptic Table of Structural Supports ( Sht 1 to 2 )

A 07-June-12 0 01-Nov-12

B - 1 17-Jul-13

C - 2 21-Oct-13

3 17-Feb-14

A5

Synoptic Table of Vessel Supports ( Sht. 1 to 1 ) A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 A6

Synoptic Table of Pipe Supports for Cold Lines

( Sht. 1 to 1 )

A 07-June-12 0 01-Nov-12

B - 1 17-Jul-13

C - 2 21-Oct-13

3 17-Feb-14

A7 Synoptic Table of Pipe Supports for RTRP Lines ( Sht. 1 to 1 )

A 07-June-12 0 01-Nov-12

B - 1 17-Jul-13

C - 2 21-Oct-13

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15. PIPE SUPPORTS STANDARD SERIES

TITLE

CONSTRUCTION STANDARD - PIPE SUPPORTS PIPE SUPPORT STANDARD SERIES ITEM NO.

STC DRAWING TITLE Rev Date Rev Date

1391 WELDED SUPPORTS SERIES

A 07-June-12 0 01-Nov-12

B - 1 17-Jul-13

C - 2 21-Oct-13

3 17-Feb-14

1392 CLAMPED SUPPORTS SERIES

A 07-June-12 0 01-Nov-12

B - 1 17-Jul-13

C - 2 21-Oct-13

3 17-Feb-14

1393 HANGER SUPPORTS SERIES

A 07-June-12 0 01-Nov-12

B - 1 17-Jul-13

C - 2 21-Oct-13

3 17-Feb-14

1394 STRUCTURAL SUPPORTS SERIES

A 07-June-12 0 01-Nov-12

B - 1 17-Jul-13

C - 2 21-Oct-13

3 17-Feb-14

1395 VESSEL SUPPORTS SERIES

A 07-June-12 0 01-Nov-12

B - 1 17-Jul-13

C - 2 21-Oct-13

3 17-Feb-14

1397 COLD SUPPORTS SERIES

A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 1398 RTRP SUPPORTS SERIES A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14

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15.1 Welded Support Series

TITLE

CONSTRUCTION STANDARD - PIPE SUPPORTS WELDED SUPPORTS SERIES

ITEM NO.

001 SS/GS Pipes 1/2” to 24” Dia. Isolator Pad WS001 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14

002 CS Pipes 6” to 24” Dia. Protection Shield WS002 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 003 SS Pipes 6” to 24” Dia. Protection Shield WS003 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 006 Pipes 2” to 24” Dia. Gusset on Pipe WS006 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 007 Pipes 6” to 24” Dia. Gusset on Elbow WS007 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 008 Pipes 1/2" to 1 1/2" Dia.

Bracing For Small Bore Branch Connection WS008 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 009 Pipes 1/2" to 1 1/2" Dia.

Bracing For Small Bore Branch Connection WS009 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 010 Pipes 1/2" to 24" Dia. Line Guide

(For Pipe & Pipe Attachment) GL100

A 07-June-12 0 01-Nov-12

B - 1 17-Jul-13

C - 2 21-Oct-13

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TITLE

ITEM NO.

011

Pipes 1/2" to 24" Dia. Support Guide

(For Pipe Shoe, Prop & Stanchion) GL200 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 012 Pipes 26" to 56" Dia. Support Guide (For Pipe Saddle)

GL201 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 020 Pipes 1/2" to 24" Dia. Line Stop

(For Pipe & Pipe Attachment) GT100 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 021 Pipes 1/2" to 24" Dia. Support Stop

(For Pipe Shoe, Prop & Stanchion) GT200 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 022 Pipes 26" to 56" Dia. Support Stop (For Pipe Saddle)

GT201 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 030 Pipes 6" to 24" Dia. Line Guide with Hold Down

GH100 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 031 Pipes 1/2" to 56" Dia. Support Guide with Hold Down (For Pipe Shoe, Saddle, Prop & Stanchion)

GH200 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 100 Pipes 1/2" to 24" Dia. Pipe Shoe WS100 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14

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TITLE

ITEM NO.

110 Pipes 26" to 56" Dia. Pipe Saddle LD100 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14

111 Pipe Saddle with Sliding Plates Pipes 26" to 56" Dia. LD101 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 200 Pipes 2" to 24" Dia. Pipe Stanchion WS200 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 210 Pipes 2" to 24" Dia. Elbow Stanchion WS210 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 300 Pipes 8" to 24" Dia. Adjustable Pipe Stanchion

WS300 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 301 Pipes 1/2" to 6" Dia. Adjustable Stanchion WS301 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 310 Pipes 8" to 24" Dia. Adjustable Elbow Stanchion

WS310 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 400 Pipes 2” to 24” Dia. Elbow Dummy Support

WS400 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 500 Pipes 2” to 6” Dia. Single Pivot WS500 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14

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TITLE

ITEM NO.

510 Pipes 2” to 24” Dia. Double Pivot WS510 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 610 Pipes 2” to 24” Dia. Double Prop WS610 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14

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15.2 Clamp Supports Series

TITLE

CONSTRUCTION STANDARD - PIPE SUPPORTS CLAMPED SUPPORTS SERIES

ITEM NO.

STC-1392 DRAWING TITLE Rev Date Rev Date

001

Pipes 1/2" to 24" Dia Clamp For Pipe Shoe

CS001 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 002 Pipes 2" to 24" Dia Clamp For Pipe Stanchion & Pivot

CS002 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 009 Pipes 1/2" to 1 1/2" Dia. Clamp Type Bracing For Small Bore

Branch Connection CS009 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 021

CS/AS/LTCS Pipes 1/2" to 6" Dia. U-Bolt (Guide) CS021 A 07-June-12 0 01-Nov-12 B - 1 - C - 2 - 3 - 022

CS/AS/LTCS Pipes 1/2" to 6" Dia. U-Bolt (Tight) CS022 A 07-June-12 0 01-Nov-12 B - 1 - C - 2 - 3 - 023 Pipes 1/2" to 6" Dia. Un-Insulated U-Bolt (Guide)

CS023

A 07-June-12 0 01-Nov-12

B - 1 17-Jul-13

C - 2 21-Oct-13

3 17-Feb-14

024 Un-Insulated U-Bolt (Tight) Pipes 1/2" to 6" Dia. CS024 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 100 Pipes 1/2" to 24" Dia. Clamp Type Pipe Shoe

CS100

A 07-June-12 0 01-Nov-12

B - 1 17-Jul-13

C - 2 21-Oct-13

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TITLE

CONSTRUCTION STANDARD - PIPE SUPPORTS CLAMPED SUPPORTS SERIES

ITEM NO.

200

Pipes 2" to 24" Dia. Clamp Type Pipe Stanchion

CS200

A 07-June-12 0 01-Nov-12

B - 1 17-Jul-13

C - 2 21-Oct-13

3 17-Feb-14

210 Clamp Type Elbow Stanchion Pipes 1/2" to 6" Dia. CS210 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 300 Pipes 8" to 24" Dia.

Clamp Type Adjustable Pipe Stanchion CS300

A 07-June-12 0 01-Nov-12

B - 1 17-Jul-13

C - 2 21-Oct-13

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15.3 HANGER SUPPORT SERIES

TITLE

CONSTRUCTION STANDARD - PIPE SUPPORTS HANGER SUPPORTS SERIES

ITEM NO.

001 Single Tie-Rod Hanger Pipes 2" to 12" Dia. HGR01 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 002 Pipes 2" to 24" Dia. Double Tie-Rod Hanger

HGR02 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 005 Pipes 2" to 24" Dia. Single Variable Spring Hanger

VHS01

A 07-June-12 0 01-Nov-12

B - 1 17-Jul-13

C - 2 21-Oct-13

3 17-Feb-14

006 Double Variable Spring Hanger Pipes 2" to 24" Dia. VHS02 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 007 Pipes 2" to 24" Dia. Single Variable Spring Base

VHS03 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 009 Pipes 2" to 24" Dia. Single Constant Spring Hanger

CHS01

A 07-June-12 0 01-Nov-12

B - 1 17-Jul-13

C - 2 21-Oct-13

3 17-Feb-14

010 Double Constant Spring Hanger Pipes 2" to 24" Dia. CHS02 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 011 Pipes 2" to 24" Dia. Single Constant Spring Base

CHS03

A 07-June-12 0 01-Nov-12

B - 1 17-Jul-13

C - 2 21-Oct-13

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TITLE

CONSTRUCTION STANDARD - PIPE SUPPORTS HANGER SUPPORTS SERIES

ITEM NO.

013

Pipes 12" to 56" Dia. Sliding Plates Assembly

SS001/SS002 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 014 Pipes 12" to 56" Dia. Sliding Plates Assembly

SS003/SS004/SS005 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 021 Pipes 2" to 24" Dia. Single Rigid Strut

RS001 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Feb-14 030 Pipes 2" to 56" Dia.

Acoustic Attenuation Pads Assembly SA001

A 07-June-12 0 01-Nov-12

B - 1 17-Jul-13

C - 2 21-Oct-13

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15.4 Structural Support Series

TITLE

CONSTRUCTION STANDARD - PIPE SUPPORTS STRUCTURAL SUPPORTS SERIES

ITEM NO.

011 Cantilever Bracket Structural Support SB001 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Fev-14 012 Structural Support

Cantilever Bracket For Vertical Supports SB002 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Fev-14 013 Structural Support

Cantilever Bracket For Vertical Pipes SB003 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Fev-14 021 Structural Support Cantilever Bracket With Bracing

SB011 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Fev-14 031 Structural Support T- Post Type SB021 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Fev-14 032 Structural Support Inverted T- Post SB022 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Fev-14 033 Structural Support Vertical Stanchion Type (For Pipes 2”Dia. and Below)

SB023 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Fev-14 041 Structural Support Inverted L- Type SB031 A 07-June-12 0 01-Nov-12 B - 1 17-Jul-13 C - 2 21-Oct-13 3 17-Fev-14