Petronas Pipe Support

Engineering, Procurement, Construction, Installation and Commissioning with Alliance Scheme for PETRONAS Floating LNG Project PIPING SUPPORTS CONSTRUCTION STANDARD COMPANY DOCUMENT NO Proj

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DSME Specific Reference

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TECHNIP DSME CONSORTIUM

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 Damien Amigues 2014.02.17 14:52:01 +08'00'

Prashant Tanksale 2014.02.17 14:45:59 +08'00'

Don Andres Carlos A. Tavanlar 2014.02.17 14:34:01 +08'00'

3

17-Feb-2014

Issued For Construction

DAT

PTA

DAM

2

21-Oct-2013


DAT

PTA

PAG

1

17-Jul-2013


CMM

PTA

PAG

0

01-Nov-2012

Issued For Design

CMM

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PAG

A

07-June-2012

IFR -Issued For Review

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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.


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CONTENTS 1.

PROJECT SCOPE

4

1.1 General outlines

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1.2 Definitions

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2.

PURPOSE

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3.

REFERENCES

6

3.1 Reference Codes and Document

6

3.2 Reference specification

6

3.3 COMPANY Technical Standard

6

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

4.

13.

12.1 TABLE 4

22

12.2 TABLE 5

22

12.3 TABLE 6

22

TABLE 7

23

CONFIDENTIAL – Not to disclose without authorization


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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

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15.6 Cold Supports Series

38

15.7 RTRP Supports Series

42

ATTACHMENT ATTACHMENT A:

STRUCTURAL MEMBER SIZE AND LOAD SELECTION



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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.

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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REFERENCES

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Reference Codes and Document

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

3.2



ASME B31.3 Process Piping



MSS SP58 Pipe Hangers and Supports - Materials, Design and Manufacture



MSS SP69 Pipe Hangers and Supports - Selection and Application

Reference specification The following specification shall be used in conjunction with this specification.

3.3

4.

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

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

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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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).

PDMS Design Area

YYYY ---

Serial No.

A A A XX

--

Z Z (2 Digits)

HGR / VHS / CHS / SSP/ RST

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. CONFIDENTIAL – Not to disclose without authorization


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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 include some Standard Support components such as trunnion, guide, stopper etc. 5.

may

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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MAIN BEAM

PIPE

75 mm

X + 200 mm

75 mm

STEEL

*

X + 100

*

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

e' a e

 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-130010025.  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. 5867-0000JSD-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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 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. UNINSULATED LINE/ SLOPING LINE

INSULATED LINE

H

H

PIPE SHOE HEIGHTS (WITHOUT SLIDING PLATE)

* BOP Setting for LINES SUPPORT Shoe (Dia. < 24”) Saddle (Dia. > 24”)

INSULATION THICKNESS: E E  50mm 50mm < E  100mm 100mm < E  150mm E > 150mm E  100mm

PIPE SHOE HEIGHT 100mm 150mm 200mm E+50mm 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 80mm < E  130mm E > 130mm

8” TO 24”

E  80mm 80mm < E  130mm E > 130mm

26” & Above

E  80mm 80mm < E  130mm E > 130mm

150mm (MINI) 200mm 250mm 200mm (MINI) 250mm 300mm 200mm (MINI) 250mm 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) INSULATED LINE

UNINSULATED LINE

H

H

15

15

PIPE SHOE HEIGHTS (WITH SLIDING PLATE)



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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) VAPOUR SERVICE

DN (MM)

INCH

25 40 50 80 100 150 200 250 300 350 400 450 500 600

1” 1-1/2” 2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24"

BARE 3850 4750 5350 6550 7500 9150 10500 11800 12900 15150 (NOTE 4) 16250 (NOTE 4) 17250 (NOTE 4) 18200 (NOTE 4) 18950 (NOTE 4)

INSULATED (NOTE 3) 2300 3000 3600 4600 5550 6800 8050 9050 9800 11850 12850 13750 14450 16050

LIQUID SERVICE BARE 3450 4100 4550 5450 6100 7100 7950 8700 9150 10850 11200 11500 11750 12150

INSULATED (NOTE 3) 2250 2800 3300 4200 4900 5800 6700 7400 7800 9300 9750 10150 10400 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. 6. Above values are basic guide lines only, span can be reduced based on stress analysis requirement. L1 = 0.65L

L2 = 0.75L



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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) VAPOUR SERVICE

DN (MM)

INCH

25 40 50 80 100 150 200 250 300 350 400 450 500 600

1” 1-1/2” 2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24"

LIQUID SERVICE

BARE

INSULATED (NOTE 4)

BARE

INSULATED (NOTE 4)

3900 4850 5450 6700 7650 9400 10750 12000 13000 13750 14700 15650 16450 18050

2200 2800 3300 4050 4800 5750 6800 7600 8250 8700 9450 10150 11000 12700

3450 4000 4300 4950 5300 5950 6450 6950 7350 7600 7750 7850 8400 9050

2100 2600 3000 3500 4000 4600 5200 5650 6050 6300 6550 6750 7300 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. 6. Above values are basic guide lines only, span can be reduced based on stress analysis requirement. L1 = 0.65L

L2 = 0.75L



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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) DN (mm) 40 50 80 100 150 200 250 300 350 400 450 500 600

(1) :

PIPE DIAMETER INCH WALL THK (SCHED) 180 1/2” 2" STD 3" STD 4" STD 6" STD 8" 20 10" 20 12" 20 14" 20 16" 20 18" 20 20" STD 24" STD

WALL THK (mm)

MAXIMUM GUIDE/ HOLD DOWN SPANS IN MM UN-INSULATED PIPE INSULATED PIPE (40mm THK) PIPE EMPTY PIPE FULL PIPE EMPTY PIPE FULL OF OF WATER WATER

5.08

6000 / 6000

6000 / 6000

6000 / 6000

6000 / 6000

3.91 5.486 6.02 7.11 6.35 6.35 6.35 7.92 7.92 7.92 9.52 9.52

6000 / 6000 12000 / 18000 12000 / 18000 24000 / 24000 24000 / 24000 24000 / 24000 24000 / 36000 24000 / 36000 24000 / 48000 24000 / 48000 24000/ 48000 24000 / 48000

6000 / 6000 12000 / 18000 12000 / 18000 18000 / 18000 24000 / 24000 24000 / 24000 24000 / 24000 24000 / 24000 24000 / 24000 24000 / 24000 24000 / 24000 24000 / 24000

6000 / 6000 12000 / 18000 12000 / 18000 24000 / 24000 24000 / 24000 24000 / 24000 24000 / 36000 24000 / 36000 24000 / 48000 24000 / 48000 24000 / 48000 24000 / 48000

6000 / 6000 12000 / 12000 12000 / 12000 18000 / 18000 18000 / 18000 18000 / 18000 24000 / 24000 24000 / 24000 24000 / 24000 24000 / 24000 24000 / 24000 24000 / 24000

EXCEPT STRESS ANALYSIS REQUIREMENT SUPPORT SPANS SHALL BE LIMITED TO 12 METERS MAXIMUM.(Refer Table-1A ) H = HOLD DOWN SPAN

G = GUIDE SPAN

NOTES: Pipe guide and hold down spans are based on the following assumptions: 1. 2. 3. 4. 5. 6. 7.

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. Adequate flexibility on account of thermal growth and equipment sway shall be ensured while specifying guides and hold downs. 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. Pipes are considered to be placed on elevation 56500 mm for consideration of wind effect, hull accelerations and structural deflections (hogging & sagging etc.). Pipe schedules (SCH) are as shown above (The use of lower schedules would require shorter guide and hold down spans). Insulation density is taken as 200 kg/m³. 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. CONFIDENTIAL – Not to disclose without authorization


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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

DN

INCH

WALL THK (SCHED)

WALL THK (mm)

1-1/2” 2" 3" 4" 6" 8" 10" 12" 14" 16" 18" 20" 24"

40S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S

3.68 2.8 3.05 3.05 3.05 3.75 4.6 4.8 4.8 4.8 4.8 5.5 6.35

(mm) 40 50 80 100 150 200 250 300 350 400 450 500 600 (2) :

ADMISSIMIBLE PIPE SPANS IN METRES UN-INSULATED PIPE INSULATED PIPE (THK as per-IC insulation) PIPE EMPTY PIPE FULL PIPE EMPTY PIPE FULL OF OF WATER WATER 6000 / 6000 6000 / 6000 6000 / 6000 6000 / 6000 6000 / 6000 6000 / 6000 6000 / 6000 6000 / 6000 12000 / 12000 12000 / 12000 12000 / 12000 12000 / 12000 12000 / 18000 12000 / 18000 12000 / 18000 12000 / 12000 12000 / 24000 12000 / 12000 12000 / 24000 12000 / 12000 24000 / 24000 24000 / 24000 24000 / 24000 18000 / 18000 24000 / 24000 24000 / 24000 24000 / 24000 18000 / 18000 24000 / 24000 24000 / 24000 24000 / 24000 18000 / 18000 24000 / 36000 24000 / 24000 24000 / 36000 24000 / 24000 24000 / 36000 24000 / 24000 24000 / 36000 24000 / 24000 24000 / 36000 24000 / 24000 24000 / 36000 24000 / 24000 24000/ 36000 24000 / 24000 24000 / 36000 24000 / 24000 24000 / 48000 24000 / 24000 24000 / 48000 24000 / 24000

EXCEPT STRESS ANALYSIS REQUIREMENT SUPPORT SPANS SHALL BE LIMITED TO 12 METERS MAXIMUM.(Refer Table-1B ) H = HOLD DOWN SPAN

G = GUIDE SPAN

NOTES: Pipe guide and hold down spans are based on the following assumptions: 1. 2. 3. 4. 5. 6.

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. Adequate flexibility on account of thermal growth and equipment sway shall be ensured while specifying guides and hold downs. 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. Pipes are considered to be placed on elevation 56500 mm for consideration of wind effect, hull accelerations and structural deflections (hogging & sagging) . Pipe schedules (SCH) are as shown above (The use of lower schedules would require shorter guide and hold down spans) Insulation thickness and equivalent density is taken from project specified IC insulation.



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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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TABLE 2 MATERIALS SPECIFICATIONS FOR SUPPORT MEMBERS



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TABLE 2 (continued) MATERIALS SPECIFICATIONS FOR SUPPORT MEMBERS

A 36

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. CONFIDENTIAL – Not to disclose without authorization


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TABLE 3 HEAT TREATMENT FOR WELD SUPPORTS PIPING

ELEMENT WELDED T O PIPE

OPE. T EMP. MAT ERIAL

(°C) -29 T O 342

C.S. C.S.

343 T O 427

CS CH

-46 T O -29

CL

20 T O 75

CG

-29 T O 342

( LOW TEM P . )

C.S.

SUPPORT MATC L

11.

CONTRACTOR DOCUMENT NO

( GA LV A N IZED )

5 Cr – ½ Mo

-29 T O 342

9 Cr – 1 Mo

343 T O 650

AISI 304 L

-29 T O 342

AS AH AS AH AS AH AS AH SS

343 T O 650

SH

- 29 T O 200

DS

C - ½ Mo 1¼ Cr ½ Mo 2¼ Cr 1 Mo

343 T O 468 -29 T O 342 343 T O 650 -29 T O 342 343 T O 650

AISI 316 L AISI 321 H

WELDING HEAT T REAT MENT (2) (3) (4) PRE-HEAT ING (5)

PIPE

SHAPES PLAT ES & BARS

A 106 Gr B (A 53-B) A 333-6

P n°

/

T EMP.

REQUIRED

°C

Or

A 387-11 A 516-60

1

SA or SB > 25 mm

PWHT (6)

79

T < 16 mm

Not used

A 335-P11

/

A 387-11

3

A 335-P11

/

A 387-11

4

149

149 All

PWHT for all

A 335-P11

/

A 387-11

5A

177

A 335-P11

/

A 387-11

5B

177

A 312-T p 304

/

A 204 T p 304

8

A790 UNS S31803 / A928 CL1 UNS

/

S31803

10H

AISI 904 L D up le x S . S .

CONDIT IONS NOT REQUIRING

T S > 490 Mpa

A 36 /

CONDIT ION



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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 (nonpressurized 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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TABLE: 4-5-6 COLLECTION OF STANDARD STRUCTURAL ELEMENTS

12.1

TABLE 4 SHAPES CHANNELS

BEAMS SHAPE CODE W4 W6 W8 -

DESIGNATION W4x13 W6x15 W8x31 W8x15 W10x49

12.2

DESIGNATION C4x7.25 C6x10.5 C8x18.75

ANGLES SHAPE CODE C4 C6 C8

DESIGNATION L2x2x3/16 L3x3x1/4

LENGTH (mm) 100 120

DIA 40

MACHINE BOLTS DIA LENGT (mm) H(mm) 140 160

50 60

65

70 70

140

170

80

185 190 160 90

70

12.3

195 170

85

110 110 135 120

170 160

TABLE 6 FLATS WIDTH

THK 5 6 8 10 12 15 20

SHAPE CODE L2 L3

TABLE 5 STUD BOLTS

8 10 12 16 18 20 22 24 30 36

N/A

30

50 50 50 50

30 50

60

75

80 80 80

100

150 160

90 110 100

300 300 150 160 200 210 300 150 250 300

PLATES THK 3 5 6 8 10 320 370 12 15 20



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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

W10 x 49

---

For Steel Plate: ASTM A36 (Yield Strength 248MPa)

---

JIS – H200 x 200 x 8 x 12

Steel Plate Steel S355 ( Yield Strength 355 MPa) or DNV Grade DH36TM (Yield Strength 355 Mpa.)

For Steel Angle and Shapes: ASTM A36 (Yield Strength 248MPa)

Steel Angle and Shapes ---

Steel S355 ( Yield Strength 355 MPa) or DNV Grade DH36 (Yield Strength 355 Mpa.)

* Bolting & Pipes material used in STC shall be maintained as per STC.



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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 B C

07-June-12 -

A2

Synoptic Table of Clamped Supports ( Sht. 1 to 1 )

A B C

07-June-12 -

A3

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

A B C

07-June-12 -

A4

Synoptic Table of Structural Supports ( Sht 1 to 2 )

A B C

07-June-12 -

Synoptic Table of Vessel Supports ( Sht. 1 to 1 )

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3

01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14

A5

A6

A7

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



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PIPE SUPPORTS STANDARD SERIES TITLE CONSTRUCTION STANDARD - PIPE SUPPORTS PIPE SUPPORT STANDARD SERIES

ITEM NO. STC

1391

1392

1393

1394

1395

1397

1398

DRAWING TITLE

WELDED SUPPORTS SERIES

CLAMPED SUPPORTS SERIES

HANGER SUPPORTS SERIES

STRUCTURAL SUPPORTS SERIES

VESSEL SUPPORTS SERIES

COLD SUPPORTS SERIES

RTRP SUPPORTS SERIES

Rev

Date

Rev

Date

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3

01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14



PFLNG

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Welded Support Series TITLE CONSTRUCTION STANDARD - PIPE SUPPORTS WELDED SUPPORTS SERIES

ITEM NO. STC-1391-

DRAWING TITLE

001

SS/GS Pipes 1/2” to 24” Dia. Isolator Pad WS001

002

CS Pipes 6” to 24” Dia. Protection Shield WS002

Rev

Date

Rev

Date

A B C

07-June-12 -

A B C

07-June-12 -

003

SS Pipes 6” to 24” Dia. Protection Shield WS003

A B C

07-June-12 -

006

Pipes 2” to 24” Dia. Gusset on Pipe WS006

A B C

07-June-12 -

007

Pipes 6” to 24” Dia. Gusset on Elbow WS007

A B C

07-June-12 -

Pipes 1/2" to 1 1/2" Dia. Bracing For Small Bore Branch Connection WS008

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3

01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14

008

009

Pipes 1/2" to 1 1/2" Dia. Bracing For Small Bore Branch Connection WS009

010

Pipes 1/2" to 24" Dia. Line Guide (For Pipe & Pipe Attachment) GL100



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TITLE CONSTRUCTION STANDARD - PIPE SUPPORTS WELDED SUPPORTS SERIES ITEM NO. STC-1391-

DRAWING TITLE

Rev

Date

Rev

Date

Pipes 1/2" to 24" Dia. Support Guide (For Pipe Shoe, Prop & Stanchion) GL200 Pipes 26" to 56" Dia. Support Guide (For Pipe Saddle) GL201

A B C

07-June-12 -

A B C

07-June-12 -

0 1 2 3 0 1 2

01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13

3

17-Feb-14

020

Pipes 1/2" to 24" Dia. Line Stop (For Pipe & Pipe Attachment) GT100

A B C

07-June-12 -

021

Pipes 1/2" to 24" Dia. Support Stop (For Pipe Shoe, Prop & Stanchion) GT200

A B C

07-June-12 -

022

Pipes 26" to 56" Dia. Support Stop (For Pipe Saddle) GT201

A B C

07-June-12 -

030

Pipes 6" to 24" Dia. Line Guide with Hold Down GH100

A B C

07-June-12 -

031

Pipes 1/2" to 56" Dia. Support Guide with Hold Down (For Pipe Shoe, Saddle, Prop & Stanchion) GH200

A B C

07-June-12 -

100

Pipes 1/2" to 24" Dia. Pipe Shoe WS100

A B C

07-June-12 -

0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3

01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14

011

012



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DRAWING TITLE

110

Pipes 26" to 56" Dia. Pipe Saddle LD100

111

Pipes 26" to 56" Dia. Pipe Saddle with Sliding Plates LD101

200

Pipes 2" to 24" Dia. Pipe Stanchion WS200

210

Pipes 2" to 24" Dia. Elbow Stanchion WS210

300

Pipes 8" to 24" Dia. Adjustable Pipe Stanchion WS300

301

Pipes 1/2" to 6" Dia. Adjustable Stanchion WS301

310

Pipes 8" to 24" Dia. Adjustable Elbow Stanchion WS310

400

Pipes 2” to 24” Dia. Elbow Dummy Support WS400

500

Pipes 2” to 6” Dia. Single Pivot WS500

Rev

Date

Rev

Date

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3

01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14



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DRAWING TITLE

510

Pipes 2” to 24” Dia. Double Pivot WS510

610

Pipes 2” to 24” Dia. Double Prop WS610

Rev

Date

Rev

Date

A B C

07-June-12 -

A B C

07-June-12 -

0 1 2 3 0 1 2 3

01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14



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Clamp Supports Series TITLE CONSTRUCTION STANDARD - PIPE SUPPORTS CLAMPED SUPPORTS SERIES

ITEM NO. STC-1392

DRAWING TITLE

001

Pipes 1/2" to 24" Dia Clamp For Pipe Shoe CS001

002

Pipes 2" to 24" Dia Clamp For Pipe Stanchion & Pivot CS002

009

Pipes 1/2" to 1 1/2" Dia. Clamp Type Bracing For Small Bore Branch Connection CS009

021

CS/AS/LTCS Pipes 1/2" to 6" Dia. U-Bolt (Guide) CS021

022

CS/AS/LTCS Pipes 1/2" to 6" Dia. U-Bolt (Tight) CS022

023

Pipes 1/2" to 6" Dia. Un-Insulated U-Bolt (Guide) CS023

024

Pipes 1/2" to 6" Dia. Un-Insulated U-Bolt (Tight) CS024

100

Pipes 1/2" to 24" Dia. Clamp Type Pipe Shoe CS100

Rev

Date

Rev

Date

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3

01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 01-Nov-12 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14



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TITLE CONSTRUCTION STANDARD - PIPE SUPPORTS CLAMPED SUPPORTS SERIES ITEM NO. STC-1392

DRAWING TITLE

200

Pipes 2" to 24" Dia. Clamp Type Pipe Stanchion CS200

210

Pipes 1/2" to 6" Dia. Clamp Type Elbow Stanchion CS210

300

Pipes 8" to 24" Dia. Clamp Type Adjustable Pipe Stanchion CS300

Rev

Date

Rev

Date

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

0 1 2 3 0 1 2 3 0 1 2 3

01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14



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HANGER SUPPORT SERIES TITLE CONSTRUCTION STANDARD - PIPE SUPPORTS HANGER SUPPORTS SERIES

ITEM NO. STC-1393

DRAWING TITLE

001

Pipes 2" to 12" Dia. Single Tie-Rod Hanger HGR01

002

Pipes 2" to 24" Dia. Double Tie-Rod Hanger HGR02

005

Pipes 2" to 24" Dia. Single Variable Spring Hanger VHS01

006

Pipes 2" to 24" Dia. Double Variable Spring Hanger VHS02

007

Pipes 2" to 24" Dia. Single Variable Spring Base VHS03

009

Pipes 2" to 24" Dia. Single Constant Spring Hanger CHS01

010

Pipes 2" to 24" Dia. Double Constant Spring Hanger CHS02

011

Pipes 2" to 24" Dia. Single Constant Spring Base CHS03

Rev

Date

Rev

Date

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3




PFLNG

Orig

TDC

Disc

PIP

Doc. Type

STD


0000

Seq

10003

Project No

5867

Unit

0000

Doc. Type

STC

Mat. Code

1390


10003

Rev.

Sheet

3

33/ 207


N/A

TITLE CONSTRUCTION STANDARD - PIPE SUPPORTS HANGER SUPPORTS SERIES ITEM NO. STC-1393

013

014

021

030

DRAWING TITLE Pipes 12" to 56" Dia. Sliding Plates Assembly SS001/SS002 Pipes 12" to 56" Dia. Sliding Plates Assembly SS003/SS004/SS005 Pipes 2" to 24" Dia. Single Rigid Strut RS001 Pipes 2" to 56" Dia. Acoustic Attenuation Pads Assembly SA001

Rev

Date

Rev

Date

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3

01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14



PFLNG

15.4

Orig

TDC

Disc

PIP

Doc. Type

STD


0000

Seq

10003

Project No

5867

Unit

0000

Doc. Type

STC

Mat. Code

1390


10003

Rev.

Sheet

3

34/ 207


N/A

Structural Support Series TITLE CONSTRUCTION STANDARD - PIPE SUPPORTS STRUCTURAL SUPPORTS SERIES

ITEM NO. STC-1394

DRAWING TITLE

011

Structural Support Cantilever Bracket SB001

012

Structural Support Cantilever Bracket For Vertical Supports SB002

013

Structural Support Cantilever Bracket For Vertical Pipes SB003

021

Structural Support Cantilever Bracket With Bracing SB011

031

Structural Support T- Post Type SB021

032

Structural Support Inverted T- Post SB022

033

Structural Support Vertical Stanchion Type (For Pipes 2”Dia. and Below) SB023

041

Structural Support Inverted L- Type SB031

Rev

Date

Rev

Date

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3

01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14



PFLNG

Orig

TDC

Disc

PIP

Doc. Type

STD


0000

Seq

10003

Project No

5867

Unit

0000

Doc. Type

STC

Mat. Code

1390


10003

Rev.

Sheet

3

35/ 207


N/A

TITLE CONSTRUCTION STANDARD - PIPE SUPPORTS STRUCTURAL SUPPORTS SERIES ITEM NO. STC-1394

DRAWING TITLE

042

Structural Support L- Type SB032

043

Structural Support Chair Type SB033

044

Structural Support Chair Type SB034

051

Structural Support Portal Type SB041

052


053


054


071


Rev

Date

Rev

Date

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3

01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14



PFLNG

Orig

TDC

Disc

PIP

Doc. Type

STD


0000

Seq

10003

Project No

5867

Unit

0000

Doc. Type

STC

Mat. Code

1390


10003

Rev.

Sheet

3

36/ 207


N/A

TITLE CONSTRUCTION STANDARD - PIPE SUPPORTS STRUCTURAL SUPPORTS SERIES ITEM NO. STC-1394 102

105

DRAWING TITLE Structural Support L- Type SB032 Structural Support Chair Type SB033

Rev

Date

Rev

Date

A B C

07-June-12 -

A B C

07-June-12 -

0 1 2 3 0 1 2 3

01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14



PFLNG

15.5

Orig

TDC

Disc

PIP

Doc. Type

STD


0000

Seq

10003

Project No

5867

Unit

0000

Doc. Type

STC

Mat. Code

1390


Rev.

Sheet

3

37/ 207


10003

N/A

Vessel Supports Series TITLE CONSTRUCTION STANDARD - PIPE SUPPORTS VESSEL SUPPORTS SERIES

ITEM NO. STC-1395

DRAWING TITLE

001

Pipes 2" to 6" Dia. Bracket For Vertical Pipe Support (Max. Load: 12KN) VW001

Rev

Date

Rev

Date

A B

07-June-12 -

0 1

01-Nov-12 17-Jul-13

C

-

2

21-Oct-13

3

17-Fev-14

0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3

01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Fev-14

002

Pipes 8" to 24" Dia. Double Bracket For Vertical Pipe Support (Max. Load: 20KN) VW002

A B C

07-June-12 -

003

Pipes 8" to 24" Dia. Double Bracket For Vertical Pipe Support (Load: 20KN < P≤50KN) VW003

A B C

07-June-12 -

004

Pipes 2" to 6" Dia. Bidirectional Vertical Pipe Guide VW004

A B C

07-June-12 -

005

Pipes 8" to 24" Dia. Bidirectional Vertical Pipe Guide VW005

A B C

07-June-12 -

006

Pipes 8" to 24" Dia. Unidirectional Vertical Pipe Guide VW006

A B C

07-June-12 -

007

Pipes 6" and Below Common Bracket For Guide VW007

A B C

07-June-12 -

007

Pipes 6" and Below Common Bracket For Guide VW007

A B C

07-June-12 -



PFLNG

15.6

Orig

TDC

Disc

PIP

Doc. Type

STD


0000

Seq

10003

Project No

5867

Unit

0000

Doc. Type

STC

Mat. Code

1390


10003

Rev.

Sheet

3

38/ 207


N/A

Cold Supports Series TITLE CONSTRUCTION STANDARD - PIPE SUPPORTS COLD SUPPORTS SERIES

ITEM NO. STC-1397

DRAWING TITLE

Rev

Date

Rev

Date

001

Pipes 2" to 24" Dia. Cold Isolation Block Detail For Vessel Clips CL001

A B C

07-June-12 -

0 1 2

01-Nov-12 17-Jul-13 27-Sep-13

3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3

17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 21-Oct-13 17-Feb-14 21-Oct-13 17-Feb-14 21-Oct-13 17-Feb-14 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14

002

003

Pipes 1/2” to 24” Dia. Shell and Protection For Cold Insulated Pipe Shoe CL002 Pipes 26” to 56” Dia. Shell and Protection For Cold Insulated Pipe Shoe CL003

004

Pipes ½” to 24” Dia. Shell and Protection for Cold Insulated Pipe Shoe W/insert Plate CL004

005

Pipes ½” to 24” Dia. Shell and Protection for Durolight Pipe Shoe CL005

006

Pipes 26” to 56” Dia. Shell and Protection for Durolight Pipe Shoe CL006

007

Pipes ½” to 24” Dia. Shell and Protection for Durolight Pipe Shoe W/insert Plate CL007

100

Pipes 2" to 24" Dia. Cold Insulated Pipe Shoe with Wooden Block CL100

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -

A B C

07-June-12 -



PFLNG

Orig

TDC

Disc

PIP

Doc. Type

STD


0000

Seq

10003

Project No

5867

Unit

0000

Doc. Type

STC

Mat. Code

1390


10003

Rev.

Sheet

3

39/ 207


N/A

TITLE CONSTRUCTION STANDARD - PIPE SUPPORTS COLD SUPPORTS SERIES ITEM NO. STC-1397

DRAWING TITLE

Rev

Date

Rev

Date

101

Pipes 2" to 24" Dia. Durolight Insulated/Uninsulated Pipe Shoe CL101

A B C

07-June-12 -

21-Oct-13 17-Feb-14

102

Pipes 26" to 56" Dia. Durolight Insulated/Uninsulated Pipe Shoe CL102

A B C

07-June-12 -

Pipes 2" to 18" Dia. Shoe On Trunnion for Durolight Insulated / Uninsulated Pipe CL103

A B C

07-June-12 -

107

Pipes 1/2" to 24" Dia. Hanger Clamp For Durolight Insulated / Uninsulated Pipe CL107

A B C

07-June-12 -

108

Pipes 2" to 24" Dia. Durolight Insulated / Uninsulated Pipe Shoe With Axial Stop CL108

A B C

07-June-12 -

110

Pipes 1/2" to 24" Dia. Cold Insulated Pipe Shoe with PUF Shell CL110

A B C

07-June-12 -

111

LTCS/SS Pipes 2" to 24" Dia. Cold Insulated Pipe Shoe with PUF Shell CL111

A B C

07-June-12 -

112

Pipes 26" to 56" Dia. Cold Insulated Pipe Shoe with PUF Shell And Sliding Plates CL112

A B C

07-June-12 -

0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3

103

21-Oct-13 17-Feb-14 21-Oct-13 17-Feb-14 21-Oct-13 17-Feb-14 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14



PFLNG

Orig

TDC

Disc

PIP

Doc. Type

STD


0000

Seq

10003

Project No

5867

Unit

0000

Doc. Type

STC

Mat. Code

1390


10003

Rev.

Sheet

3

40/ 207


N/A


DRAWING TITLE

Rev

Date

Rev

Date

113

Pipes 2" to 18" Dia. Cold Insulated Pipe Shoe on Trunnion with PUF Shell CL113

A B C

07-June-12 -

0 1 2

Pipes 8" to 56" Dia. Cold Insulated Hold Down Guide Pipe Shoe/Saddle with PUF Shell CL114

A B C

07-June-12 -

0 1 2

115

Pipes 8" to 56" Dia. Cold Insulated Hold Down Pipe Shoe/Saddle with PUF Shell CL115

A B C

07-June-12 -

0 1 2

116

Pipes 8" to 56" Dia. Cold Insulated Lateral Guide Pipe Shoe/Saddle with PUF Shell CL116

A B C

07-June-12 -

0 1 2

117

Pipes 1/2" to 24" Dia. Cold Insulated Hanger Clamp with PUF Shell CL117

A B C

07-June-12 -

0 1 2

118

Pipes 1/2" to 24" Dia. Cold Insulated Pipe Shoe w/ Axial Stop with PUF Shell CL118

A B C

07-June-12 -

0 1 2

200

Pipes 2” to 24” Dia. Cold Insulated Pipe Stanchion CL200

A B C

07-June-12 -

0 1 2

210

Pipes 2” to 24” Dia. Cold Insulated Elbow Stanchion CL210

A B C

07-June-12 -

0 1 2


114



PFLNG

Orig

TDC

Disc

PIP

Doc. Type

STD


0000

Seq

10003

Project No

5867

Unit

0000

Doc. Type

STC

Mat. Code

1390


10003

Rev.

Sheet

3

41/ 207


N/A


DRAWING TITLE

Rev

Date

Rev

Date

300

Pipes 8” to 24” Dia. Cold Insulated Adjustable Pipe Stanchion CL300

A B C

07-June-12 -

0 1 2

310

Pipes 8” to 24” Dia. Cold Insulated Adjustable Elbow Stanchion CL310

A B C

07-June-12 -

0 1 2

01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14 01-Nov-12 17-Jul-13 21-Oct-13 17-Feb-14



PFLNG

15.7

Orig

TDC

Disc

PIP

Doc. Type

STD


0000

Seq

10003

Project No

5867

Unit

0000

Doc. Type

STC

Mat. Code

1390


Rev.

Sheet

3

42/ 207


10003

N/A

RTRP Supports Series TITLE CONSTRUCTION STANDARD - PIPE SUPPORTS RTRP SUPPORTS SERIES

ITEM NO. STC-1398

DRAWING TITLE

Rev

Date

Rev

Date

001

Pipes 1" to 6" Dia. RTRP Rest FG001

A B C

-

0 1 2

17-Jul-13 21-Oct-13

A B C

-

0 1 2

17-Jul-13 21-Oct-13

A B C

-

0 1 2

17-Jul-13 21-Oct-13

A B C

-

0 1 2

17-Jul-13 21-Oct-13

A B C

-

0 1 2

17-Jul-13 21-Oct-13

A B C

-

0 1 2

17-Jul-13 21-Oct-13

A B

-

0 1

17-Jul-13

C

-

2

21-Oct-13

A B C

-

0 1 2

17-Jul-13 21-Oct-13

011

Pipes 1" to 6" Dia. RTRP U-Bolt (Guide) FG011

012

Pipes 1" to 6" Dia. RTRP U-Bolt ( Tight) FG012

013

Pipes 1" to 6" Dia. RTRP U-Bolt Achor FG13

025

Pipes 2” to 24” Dia. RTRP Clamp Rest FG025

026

Pipes 2” to 24” Dia. RTRP Clamp Guide FG026

027

Pipes 2” to 24” Dia. RTRP Clamp Anchor FG027

028

Pipes 2” to 24” Dia. RTRP Clamp Vertical Stopper FG028



PFLNG

Orig

TDC

Doc. Type

Disc

PIP

STD


0000

Seq

10003

Project No

5867

Unit

0000

Doc. Type

STC

Mat. Code

1390


Rev.

Sheet

3

43/ 207


10003

N/A

TITLE CONSTRUCTION STANDARD - PIPE SUPPORTS RTRP SUPPORTS SERIES ITEM NO. STC-1398

DRAWING TITLE

033

Pipes 2” to 24” Dia. RTRP Anchor Flange Frame-CL150 HD FG033

034

Pipes 2” to 24” Dia. RTRP Rest Flange Frame-CL150 HD FG034

Rev

Date

Rev

Date

A B C

-

0 1 2

17-Jul-13 21-Oct-13

A B C

-

0 1 2

17-Jul-13 21-Oct-13



PFLNG

Orig

TDC

Disc

PIP

Doc. Type

STD


0000

Seq

10003

Project No

5867

Unit

0000

Doc. Type

STC

Mat. Code

1390


10003

Rev.

Sheet

3

44/ 207


N/A

ATTACHMENT “A” STRUCTURAL MEMBER SIZE AND LOAD SELECTION


SYNOPTIC TABLE STC 1390- _ _ _

WELDED PIPE SUPPORTS SERIES STC 1391- _ _ _

CLAMPED PIPE SUPPORTS SERIES STC 1392- _ _ _

HANGER SUPPORTS SERIES STC 1393- _ _ _

STRUCTURAL SUPPORTS SERIES STC 1394- _ _ _

VESSEL SUPPORTS SERIES STC 1395- _ _ _

COLD SUPPORTS SERIES STC 1397- _ _ _

RTRP SUPPORTS SERIES STC 1398- _ _ _

Petronas Pipe Support

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