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1 21-Dec-12 IFE Issued for Execution E Benito SY Ng/CF Chang DC Argawal/JM Maurice

0 16-Aug-12 IFE Issued for Execution E Benito SY Ng/CF Chang DC Argawal/JM Maurice

B 07-May-12 IFA1 Issued for Approval E Benito SY Ng/CF Chang DC Argawal/JM Maurice

A 16-Mar-12 IFA Issued for Approval E Benito SY Ng/CF Chang DC Argawal/JM Maurice

REV. DATE DD-MMM-YY STATUS REVISION MEMO WRITTEN BY (name & visa)

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

Subject to the provision of Article 13 of the CONTRACT, TECHNIP hereby grant PETRONAS the copyright of this document. No part of this document may be reproduced, stored in a retrieval system or transmitted in any form or by any means (electronic, mechanical, photocopying, recording or otherwise) without the permission of the copyright owner.

CONFIDENTIAL Not to disclose without authorization Electronic Filename: RAPID-FE1-TPX-CVS-SPN-0001-0009_1.docx

PROJECT SPECIFICATION

STEEL STRUCTURES (Supplement to PTS 34.28.00.31 dated Feb. 2008)

OWNER Approval: PETRONAS

Name: Date (DD-MMM-YY):

Signature:

Document Class: Z Pages modified under this revision: 5

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Project Specification Steel Structures

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CONFIDENTIAL Not to disclose without authorization

CONTENTS

1. PURPOSE ............................................................................................................................................................................ 3 2. REFERENCE DOCUMENTS ........................................................................................................................................... 3 3. ACRONYMS AND DEFINITIONS .................................................................................................................................. 3 4. CODES AND STANDARDS .............................................................................................................................................. 5

4.1 APPLICABLE CODES & STANDARDS .............................................................................................................................. 5 4.2 ORDER OF PRECEDENCE ................................................................................................................................................ 5

5. AMENDMENTS TO PETRONAS TECHNICAL STANDARD .................................................................................... 5

OWNER REFERENCE Project Package Originator Discipline Doc. Type Unit n Serial n

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1 3 / 7 60987R 0001 JSS 1800 9001

Project Specification Steel Structures

Subject to the provision of Article 13 of the CONTRACT, TECHNIP hereby grant PETRONAS the copyright of this document. No part of this document may be reproduced, stored in a retrieval system or transmitted in any form or by any means (electronic, mechanical, photocopying, recording or otherwise) without the permission of the copyright owner.

CONFIDENTIAL Not to disclose without authorization

1. PURPOSE This Project Specification covers the minimum requirements for Steel Structures to be used for the RAPID (Refinery And Petrochemical Integrated Development) Project.

It has been developed on the basis of the PETRONAS Technical Standard n PTS 34.28.00.31 dated February 2008, amended herein (the Project Specification therefore supplements the initial PTS).

These requirements shall be used throughout all steps of the Project and by all parties: CONTRACTOR, SUBCONTRACTORS, LICENSORS, EPCC CONTRACTORS, Vendors, etc.

2. REFERENCE DOCUMENTS RAPID-FE1-TPX-ENG-PRC-0001-0104 (60987R-0001-PP-0104), Project Procedure Glossary of Terms and Abbreviations.

RAPID-FE1-TPX-ENG-PRC-0001-0205 (60987R-0001-PP-0205), Project Procedure - Project Specifications and Procedures supplementing PETRONAS Technical Standards (PTS)

RAPID-FE1-TPX-CVS-DES-0001-0002 (60987R-0001-JSD-1700-9001), Project Specifications Minimum Requirement for Structural Design Engineering, supplementing to PETRONAS Technical Standards (PTS 34.00.01.30 dated Nov 2010)

3. ACRONYMS AND DEFINITIONS This section defines the type of amendments to the PETRONAS Technical Specification (PTS) named above for PETRONAS purpose: (Dev.) Deviation - Any departure from PTS mandatory requirement that has

impact on technical integrity or safety of the facilities. (Supp.) Supplement/ Amendment - Any addition, deletion or enhancement of

PTS requirement based on lesson learnt, engineering best practices and experiences to enhance the technical integrity or safety of the facilities.

(Spec.) Project Specific Requirement/ Instruction - Any specific requirement

or instruction for RAPID PROJECT as a result of particular geography, climate, special process, etc. that is unique to the PROJECT.

For users readability purpose, the words used to identify amendments to PTS are defined as follows: (Add ) Adds the requirement(s) tot the referenced paragraph of the PTS.

(Mod.) Changes the referenced paragraph sentence of the PTS as indicated. (Clarif.) Provides interpretation of the referenced paragraph / sentence of the

PTS.

OWNER REFERENCE Project Package Originator Discipline Doc. Type Unit n Serial n

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Project Specification Steel Structures

Subject to the provision of Article 13 of the CONTRACT, TECHNIP hereby grant PETRONAS the copyright of this document. No part of this document may be reproduced, stored in a retrieval system or transmitted in any form or by any means (electronic, mechanical, photocopying, recording or otherwise) without the permission of the copyright owner.

CONFIDENTIAL Not to disclose without authorization

(New ) Indicates the addition of a new paragraph compared to the PTS. (Canc.) Cancel the requirement to the referenced paragraph of the PTS.

The following terms used in this document have the meaning defined below:

CONTRACT The Form Of Agreement together with the documents in order of priority, including the exhibits, drawings, specifications and documents referred to and in the order of precedence listed in the Form of Agreement.

CONTRACTOR Company(ies), joint ventures or consortium appointed by OWNER with specified authority to perform the WORK in accordance with the CONTRACT, here the Consortium of Technip France and Technip Geoproduction (M) Sdn Bhd.

OWNER Petroliam Nasional Berhad (PETRONAS) which includes its representative, successors, nominees and permitted assigns and shall where the context so admits and requires, also include its employees, agents and designated representative.

PROJECT Refinery And Petrochemicals Integrated Development (RAPID) Project in the State of Johor, Malaysia.

SCOPE OF WORK The scope of work to be performed and services to be rendered by CONTRACTOR under the CONTRACT in relation to the realization of the PROJECT.

WORK Works, tasks and WORK to be performed by CONTRACTOR as specified in or to be inferred from the CONTRACT, more specially set out in the SCOPE OF WORK which may be modified by CHANGE ORDER.

SUBCONTRACTOR Any third party Subcontractor engaged by CONTRACTOR in connection with the WORK.

LICENSOR Process Licensors selected by OWNER for the process of LICENSED UNITS of the FACILITIES.

EPCC CONTRACTORS The person or persons, company, join venture or consortium whose proposal has been accepted by OWNER for Engineering, Procurement, Construction and Commissioning Contract for the PROJECT including its personnel, representatives, successors and permitted assignee.

The acronyms used in this document have the meaning defined below: - FEED Front-End Engineering Design - PTS PETRONAS Technical Standard - RAPID Refinery And Petrochemicals Integrated Development - EPCC Engineering Procurement Construction and Commissioning Contract - MS EN Malaysia Euro Norms - BS British Standard

OWNER REFERENCE Project Package Originator Discipline Doc. Type Unit n Serial n

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Subject to the provision of Article 13 of the CONTRACT, TECHNIP hereby grant PETRONAS the copyright of this document. No part of this document may be reproduced, stored in a retrieval system or transmitted in any form or by any means (electronic, mechanical, photocopying, recording or otherwise) without the permission of the copyright owner.

CONFIDENTIAL Not to disclose without authorization

4. CODES AND STANDARDS

4.1 Applicable Codes & Standards This list of codes comes in addition to the codes listed into the PTS.

MS 1553 : 2002 Malaysian Standard - Code of Practice on Wind Loading for Building Structure

MS EN 1990-2010 Malaysian Standard National Annex - Malaysian National Annex to Eurocode - Basis of Structural Design

MS EN 1991-1-1:2010 Malaysian National Annex to Eurocode 1: Actions on structure - Part 1-1: General Actions - Densities, Self-Weight, Imposed Loads for Buildings

MS EN 1993-1-1:2010 Malaysian National Annex to Eurocode 3, Design of Steel Structures-Part 1-1, General Rules and Rules for Buildings

BS EN 1990 Eurocode Basis of Structural Design

BS EN 1991 Eurocode 1 Actions on Structures

BS EN 1993 Eurocode 3 Design of Steel Structures

BS EN 1998 Eurocode 8 Basis of Structure for Earthquake Resistance

BS 5950, Part 1 to Part 12 Structural Use of Steelwork in Building

UBBL 1984 Uniform Building By-Laws

AISC Steel Construction Manual 14TH Edition-2010

Unless otherwise specified, the latest applicable revision of codes and standards shall be considered.

4.2 Order of precedence In case of conflict between Laws, Project Specifications and Codes & Standards, the following order of precedence shall be considered:

- 1. Malaysian Laws and applicable regulatory requirements, - 2. Project Specifications and supplemented PTS, - 3. Applicable Malaysian Codes and Standards, - 4. Applicable International Codes and Standards.

If a Lower Level requirement is more stringent than an upper one in the above documents, a request shall be raised to OWNER for written decision before proceeding with the Design, Manufacture or Construction.

5. AMENDMENTS TO PETRONAS TECHNICAL STANDARD The table below defines the amendments to be considered to the PTS 34.28.00.31 dated Feb 2008 , Steel Structures.

When the amended PTS refers to other PTS, please refer to the Project Procedure - Project Specifications and Procedures Supplementing PETRONAS Technical Standards (PTS), RAPID-FE1-TPX-ENG-PRC-0001-0205 (60987R-0001-PP-0205), that provides the equivalence with applicable Project Specifications.

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Project Specification Steel Structures

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CONFIDENTIAL Not to disclose without authorization

Type Word Description of Amendment

(Supp.) (Mod.) 2.2.1 General

Modify ENV 1993-1-1 with EN 1993-1-1

(Supp.) (Add.) 2.2.5 Deflection and displacement

Add: new paragraph :

The following criteria for horizontal displacement of pipe rack and process structure frame shall apply for load combination B and C of section 3.14 of PTS 34.00.01.30

Pipe rack : max. 1/100th of the height.

Process structure : max. 1/200th of the height and can be further limited to accommodate equipment requirements by mechanical /process.

(Supp.) (Add.) 2.3 CONSTRUCTION MATERIALS

After the word taking weldability, add : and the required finished weldment mechanical properties into consideration.

Modify Table 3.2 and Annex C of ENV 1993-1-1 with Table 2.1 of EN 1993-1-10

Add new paragraph The use of alternative material not listed in EN 10025 shall be submitted to Principal for review and comments. Alternative material shall be selected in accordance with applicable codes and regulations.

(Supp.) (Mod.) 2.4.1 General

Modify sentences or shall be otherwise protected with and shall be protected against corrosion according to Section 4.0

(Supp.) (Mod.) 2.4.4 Walkways, platforms, staircases, ladders and hand railing

After the third paragraph, add : A handrails shall be fitted on both side of the staircase when the width is 750mm or more.

Modify (see 4.) with (see Section 4.)

Modify toe plates 75 x 6mm with toe plates 100 x 6mm

2.4.5 Flooring and grating

Add new paragraph The method of fastening grating and floor plate shall be per Project Standard drawings. A minimum of four fasteners per panel shall be used at its support.

Modify P 28.022 with S 28.022

(Supp.) (Mod.) 3.2 WELDING AND WELDING INSPECTION

Modify sentences AWS D1.1 shall apply with All welding and welding procedure shall be in accordance to ANSI / AWS D1.1.

(Supp.) (Add.) 5.1 GENERAL

Add new paragraph The contractor shall propose an inspection and test plan for each phase of the design, fabrication and erection of structural steel material.

(Supp.) (Mod.) 6.0 REFERENCES

STANDARD DRAWINGS

OWNER REFERENCE Project Package Originator Discipline Doc. Type Unit n Serial n

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Subject to the provision of Article 13 of the CONTRACT, TECHNIP hereby grant PETRONAS the copyright of this document. No part of this document may be reproduced, stored in a retrieval system or transmitted in any form or by any means (electronic, mechanical, photocopying, recording or otherwise) without the permission of the copyright owner.

CONFIDENTIAL Not to disclose without authorization

Modify Grating P 28.022 with Grating S 28.022

Modify AWS D1.1 with ANSI /AWS D1.1

Modify ENV 1993-1-1 with EN 1993-1-1

1. purpose2. REFERENCE DOCUMENTS3. ACRONYMS and DEFINITIONS4. CodeS and standards4.1 Applicable Codes & Standards4.2 Order of precedence

5. AMENDMENTS TO PETRONAS TECHNICAL STANDARD

2012-12-21T14:54:44+0800Eduardo Benito

2012-12-26T09:46:04+0800SiangYoong Ng

2012-12-26T11:18:36+0800ChooiFoong Chang

2012-12-27T09:50:03+0800DineshChandra Agarwal

2013-01-02T08:24:47+0100Jean-Marc Maurice