Temporary works equipment - Execution - Requirements for manufacturing

This document specifies requirements for manufacturing components for temporary works equipment:
a)   in a factory or;
b)   on site where manufacturing in a factory is not practicable.
This document specifies requirements for manufacturing components for temporary works equipment in addition or contrary to the requirements of EN 1090-2/EN 1090-3 and EN 1995-1-1.
Furthermore this document specifies requirements for manufacturing timber components, designed according to Eurocodes, to be used in temporary works equipment.
This document does not specify requirements for erection and transportation of temporary works equipment.

Temporäre Konstruktionen für Bauwerke - Ausführung - Anforderungen für die Herstellung

Dieses Dokument legt die Anforderungen an die Fertigung von Komponenten temporärer Konstruktionen für Bauwerke fest:
a)   in einer Fabrik oder
b)   vor Ort, wenn die Fertigung in einer Fabrik nicht praktikabel ist.
Dieses Dokument legt Anforderungen an die Fertigung von Komponenten temporärer Konstruktionen für Bauwerke in Ergänzung oder im Gegensatz zu EN 1090-2/EN 1090-3 und EN 1995-1-1 fest.
Darüber hinaus legt dieses Dokument Anforderungen an die Fertigung von nach Eurocodes hergestellten Holzkomponenten für die Anwendung in temporären Konstruktionen für Bauwerke fest.
Dieses Dokument legt keine Anforderungen an die Errichtung und den Transport temporärer Konstruktionen für Bauwerke fest.

Equipements temporaires de chantiers - Exécution - Exigences pour la fabrication

La présente Norme européenne spécifie les exigences relatives à la fabrication des composants d’équipements temporaires de chantiers :
a)   dans un site de production ; ou
b)   sur le chantier, lorsque la fabrication sur le site de production est impossible.
La présente Norme européenne spécifie des exigences relatives à la fabrication des composants d’équipements temporaires de chantiers, qui sont complémentaires ou contraires aux exigences de la série des EN 1090-2/EN 1090-3 et de l’EN 1995-1-1.
En outre, la présente norme spécifie les exigences relatives à la fabrication de composants en bois, conçus conformément aux Eurocodes et devant être utilisés dans des équipements temporaires de chantiers.
La présente Norme européenne ne spécifie pas d’exigences relatives au montage et au transport des équipements temporaires de chantiers.

Oprema za začasna dela - Izvedba - Zahteve za izdelavo

General Information

Status
Published
Public Enquiry End Date
30-Sep-2018
Publication Date
01-Apr-2020
Technical Committee
Current Stage
6060 - National Implementation/Publication (Adopted Project)
Start Date
30-Mar-2020
Due Date
04-Jun-2020
Completion Date
02-Apr-2020

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SLOVENSKI STANDARD
SIST EN 17293:2020
01-junij-2020
Oprema za začasna dela - Izvedba - Zahteve za izdelavo
Temporary works equipment - Execution - Requirements for manufacturing
Temporäre Konstruktionen für Bauwerke - Ausführung - Anforderungen für die
Herstellung
Equipements temporaires de chantiers - Exécution - Exigences pour la fabrication
Ta slovenski standard je istoveten z: EN 17293:2020
ICS:
91.220 Gradbena oprema Construction equipment
SIST EN 17293:2020 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

---------------------- Page: 1 ----------------------
SIST EN 17293:2020

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SIST EN 17293:2020


EN 17293
EUROPEAN STANDARD

NORME EUROPÉENNE

March 2020
EUROPÄISCHE NORM
ICS 91.220
English Version

Temporary works equipment - Execution - Requirements
for manufacturing
Equipements temporaires de chantiers - Exécution - Temporäre Konstruktionen für Bauwerke - Ausführung
Exigences pour la fabrication - Anforderungen für die Herstellung
This European Standard was approved by CEN on 22 December 2019.

CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this
European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references
concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN
member.

This European Standard exists in three official versions (English, French, German). A version in any other language made by
translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management
Centre has the same status as the official versions.

CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and
United Kingdom.





EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2020 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 17293:2020 E
worldwide for CEN national Members.

---------------------- Page: 3 ----------------------
SIST EN 17293:2020
EN 17293:2020 (E)
Contents Page
European foreword . 3
Introduction . 4
1 Scope . 5
2 Normative references . 5
3 Terms and definitions . 7
4 General . 8
5 Manufacturer documentation . 8
5.1 Quality documentation . 8
5.2 Quality plan . 8
5.3 Safety of the erection works . 8
5.4 Execution documentation . 8
5.5 Identification and traceability . 9
6 Materials . 9
7 Requirements for welding monitoring class 2 . 10
8 Steel components . 10
8.1 General . 10
8.2 Special requirements . 11
8.2.1 Welding . 11
8.2.2 Mechanical connections . 13
8.2.3 Galvanized components . 13
9 Aluminium components . 13
9.1 General . 13
9.2 Special requirements . 14
9.2.1 Welding . 14
9.2.2 Mechanical connections . 15
10 Timber components . 16
10.1 General . 16
10.2 Glued joints . 16
Bibliography . 17

2

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SIST EN 17293:2020
EN 17293:2020 (E)
European foreword
This document (EN 17293:2020) has been prepared by Technical Committee CEN/TC 53 “Temporary
works equipment”, the secretariat of which is held by DIN.
This European Standard shall be given the status of a national standard, either by publication of an
identical text or by endorsement, at the latest by September 2020, and conflicting national standards
shall be withdrawn at the latest by September 2020.
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. CEN shall not be held responsible for identifying any or all such patent rights.
According to the CEN-CENELEC Internal Regulations, the national standards organisations of the
following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria,
Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland,
Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Republic of
North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the
United Kingdom.
3

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SIST EN 17293:2020
EN 17293:2020 (E)
Introduction
Steel, aluminium and timber components for temporary works equipment are usually designed
according to Eurocodes.
NOTE Temporary works equipment are products covered by CEN/TC 53, for example, scaffolds, formworks,
falseworks.
Components designed specifically for temporary works equipment are not intended to be incorporated
in a permanent manner in construction works (buildings or civil engineering works). They are
manufactured in accordance with standards within the scope of CEN/TC 53 and not covered by the
Construction Products Regulation EU 305/2011. Therefore, EN 1090-1 is not applicable for these
components and they are not to be marked CE.
EN 1090-2, EN 1090-3, EN 1090-4, EN 1090-5 give requirements for execution of steel and aluminium
components. This document gives special requirements for manufacturing components for temporary
works equipment in addition or contrary to the requirements of EN 1090-2, EN 1090-3, EN 1090-4,
EN 1090-5, to ensure adequate levels of mechanical resistance and stability, serviceability and
durability.
EN 1995-1-1 gives requirements for execution of timber components. This document gives special
requirements for manufacturing glued timber joints in components of temporary works equipment.
This document presupposes that manufacturing is carried out with the necessary skill and adequate
equipment and resources to perform that manufacturing is in accordance with the requirements of this
document.
4

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SIST EN 17293:2020
EN 17293:2020 (E)
1 Scope
This document specifies requirements for manufacturing components for temporary works equipment:
a) in a factory; or
b) on site where manufacturing in a factory is not practicable.
This document specifies requirements for manufacturing components for temporary works equipment
in addition or contrary to the requirements of EN 1090-2, EN 1090-3, EN 1090-4, EN 1090-5 and
EN 1995-1-1.
Furthermore, this document specifies requirements for manufacturing timber components, designed
according to Eurocodes, to be used in temporary works equipment.
This document does not specify requirements for erection and transportation of temporary works
equipment.
2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements of this document. For dated references, only the edition cited applies. For
undated references, the latest edition of the referenced document (including any amendments) applies.
EN 74-2, Couplers, spigot pins and baseplates for use in falsework and scaffolds — Part 2: Special
couplers - Requirements and test procedures
EN 1004, Mobile access and working towers made of prefabricated elements — Materials, dimensions,
design loads, safety and performance requirements
EN 1065, Adjustable telescopic steel props — Product specifications, design and assessment by calculation
and tests
EN 1090-2:2018, Execution of steel structures and aluminium structures — Part 2: Technical
requirements for steel structures
EN 1090-3:2019, Execution of steel structures and aluminium structures — Part 3: Technical
requirements for aluminium structures
EN 1090-4:2018, Execution of steel structures and aluminium structures — Part 4: Technical
requirements for cold-formed structural steel elements and cold-formed structures for roof, ceiling, floor
and wall applications
EN 1090-5:2017, Execution of steel structures and aluminium structures — Part 5: Technical
requirements for cold-formed structural aluminium elements and cold-formed structures for roof, ceiling,
floor and wall applications
EN 1993-1-3, Eurocode 3: Design of steel structures — Part 1-3: General rules — Supplementary rules for
cold-formed members and sheeting
EN 1993-1-8:2005, Eurocode 3: Design of steel structures — Part 1-8: Design of joints
EN 1995-1-1:2004, Eurocode 5: Design of timber structures — Part 1-1: General — Common rules and
rules for buildings
5

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SIST EN 17293:2020
EN 17293:2020 (E)
EN 1999-1-1, Eurocode 9 — Design of aluminium structures — Part 1-1: General structural rules
EN 1999-1-4, Eurocode 9 — Design of aluminium structures — Part 1-4: Cold-formed structural sheeting
EN 10111, Continuously hot rolled low carbon steel sheet and strip for cold forming — Technical delivery
conditions
EN 10162:2003, Cold-rolled steel sections — Technical delivery conditions — Dimensional and cross-
sectional tolerances
EN 10204, Metallic products — Types of inspection documents
EN 10217 (series), Welded steel tubes for pressure purposes — Technical delivery conditions
EN 10305 (series), Steel tubes for precision applications — Technical delivery conditions
EN 12810-1, Façade scaffolds made of prefabricated components — Part 1: Products specifications
EN 12811-1, Temporary works equipment — Part 1: Scaffolds — Performance requirements and general
design
EN 12811-2, Temporary works equipment — Part 2: Information on materials
EN 12811-4, Temporary works equipment — Part 4: Protection fans for scaffolds — Performance
requirements and product design
EN 12812, Falsework — Performance requirements and general design
EN 12813, Temporary works equipment — Load bearing towers of prefabricated components —
Particular methods of structural design
EN 14399 (series), High-strength structural bolting assemblies for preloading
EN 15048 (series), Non-preloaded structural bolting assemblies
EN 15088, Aluminium and aluminium alloys — Structural products for construction works — Technical
conditions for inspection and delivery
EN 16031, Adjustable telescopic aluminium props — Product specifications, design and assessment by
calculation and tests
EN 16508, Temporary works equipment — Encapsulation constructions — Performance requirements
and general design
EN ISO 3834-3, Quality requirements for fusion welding of metallic materials — Part 3: Standard quality
requirements (ISO 3834-3)
EN ISO 3834-4, Quality requirements for fusion welding of metallic materials — Part 4: Elementary
quality requirements (ISO 3834-4)
EN ISO 14731, Welding coordination - Tasks and responsibilities (ISO 14731:2019)
6

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SIST EN 17293:2020
EN 17293:2020 (E)
3 Terms and definitions
For the purposes of this document, the following terms and definitions apply.
ISO and IEC maintain terminological databases for use in standardization at the following addresses:
— IEC Electropedia: available at http://www.electropedia.org/
— ISO Online browsing platform: available at https://www.iso.org/obp/ui
3.1
welding production batch size
quantity of components which are manufactured using identical welding parameters
3.2
fully mechanised welding
welding in which all main operations (excluding the handling of the work piece) are performed
automatically
Note 1 to entry: Manual adjustment of welding variables during welding is possible.
[SOURCE: ISO/TR 25901:2007, 2.159]
3.3
automatic welding
welding in which all operations are performed automatically
Note 1 to entry: Manual adjustment of welding variables during welding is not possible.
[SOURCE: ISO/TR 25901:2007, 2.21]
3.4
manufacturing
all activities required to produce a component
Example: procurement, preparation and assembly, welding, mechanical fastening, surface treatment, inspection
and documentation
3.5
optical check
continuous automatic inspection for example with a camera
3.6
monitoring
real-time acquisition and analysis of welding parameters
3.7
welding monitoring classes
3.7.1
welding monitoring class 1
welding without automatic parameter monitoring
3.7.2
welding monitoring class 2
fully mechanised welding and automatic welding with automatic parameter monitoring
7

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SIST EN 17293:2020
EN 17293:2020 (E)
4 General
Steel, aluminium and timber components for temporary works equipment are usually designed
according to Eurocodes.
Therefore, when applicable, the standards for execution of steel and aluminium components EN 1090-2,
EN 1090-3 and for execution of timber components EN 1995-1-1 shall be applied, except where the
special conditions for manufacturing temporary works equipment demand modifications according to
this document.
Subcontractors shall also fulfil all of the requirements of this document.
For cold formed profiled sheets from steel or aluminium which are typically used for structures of roof,
ceiling and wall applications and designed according to EN 1993-1-3 or EN 1999-1-4, the requirements
to execution and manufacturing of EN 1090-4 respectively EN 1090-5 apply.
Unless otherwise specified in this document, for the execution and manufacturing of other cold formed
structural steel elements EN 1090-2 applies.
NOTE A cold formed structural steel element is a member (linear profiled cross section) produced by cold
forming (for definitions see EN 1090-4:2018, 1).
5 Manufacturer documentation
5.1 Quality documentation
EN 1090-2:2018, 4.2.1 and EN 1090-3:2019, 4.2.1 are replaced by:
The following points shall be documented, and are also applicable for the manufacturing of timber
components:
a) organization chart and managerial staff responsible for each aspect of the manufacturing;
b) the procedures, methods, work and inspection instructions to be applied;
c) a procedure for handling changes and modifications;
d) a procedure for handling of nonconformities, requests for concessions and quality disputes;
e) the manufacturing drawings;
f) the specifications of purchased raw materials and components.
5.2 Quality plan
EN 1090-2:2018, 4.2.2, EN 1090-3:2019, 4.2.2 and EN 1995-1-1:2004, EN 1995-1-1:2004/A1:2008,
EN 1995-1-1:2004/A2:2014, Clause 10 shall be applied fo
...

SLOVENSKI STANDARD
oSIST prEN 17293:2018
01-september-2018
2SUHPD]D]DþDVQDGHOD,]YHGED=DKWHYH]DL]GHODYR
Temporary works equipment - Execution - Requirements for manufacturing
Temporäre Konstruktionen für Bauwerke - Ausführung - Anforderungen für die
Herstellung
Equipements temporaires de chantiers - Exécution - Exigences pour la fabrication
Ta slovenski standard je istoveten z: prEN 17293
ICS:
91.220 Gradbena oprema Construction equipment
oSIST prEN 17293:2018 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

---------------------- Page: 1 ----------------------
oSIST prEN 17293:2018

---------------------- Page: 2 ----------------------
oSIST prEN 17293:2018


DRAFT
EUROPEAN STANDARD
prEN 17293
NORME EUROPÉENNE

EUROPÄISCHE NORM

July 2018
ICS 91.220
English Version

Temporary works equipment - Execution - Requirements
for manufacturing
Equipements temporaires de chantiers - Exécution - Temporäre Konstruktionen für Bauwerke - Ausführung
Exigences pour la fabrication - Anforderungen für die Herstellung
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee
CEN/TC 53.

If this draft becomes a European Standard, CEN members are bound to comply with the CEN/CENELEC Internal Regulations
which stipulate the conditions for giving this European Standard the status of a national standard without any alteration.

This draft European Standard was established by CEN in three official versions (English, French, German). A version in any other
language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC
Management Centre has the same status as the official versions.

CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,
Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland,
Turkey and United Kingdom.

Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are
aware and to provide supporting documentation.

Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without
notice and shall not be referred to as a European Standard.


EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2018 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 17293:2018 E
worldwide for CEN national Members.

---------------------- Page: 3 ----------------------
oSIST prEN 17293:2018
prEN 17293:2018 (E)
Contents Page
European foreword . 3
Introduction . 4
1 Scope . 5
2 Normative references . 5
3 Terms and definitions . 5
4 General . 6
5 Manufacturer documentation . 6
5.1 Quality documentation . 6
5.2 Quality plan . 7
5.3 Safety of the erection works . 7
5.4 Execution documentation . 7
5.5 Identification and traceability . 7
6 Materials . 7
7 Requirements for welding monitoring class 2 . 8
8 Steel components . 8
8.1 General . 8
8.2 Special requirements . 9
8.2.1 Welding . 9
8.2.2 Mechanical connections . 11
8.2.3 Galvanized components . 11
9 Aluminium components . 11
9.1 General . 11
9.2 Special requirements . 12
9.2.1 Welding . 12
9.2.2 Mechanical connections . 13
10 Timber components . 13
10.1 General . 13
10.2 Glued joints . 13
Bibliography . 14

2

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oSIST prEN 17293:2018
prEN 17293:2018 (E)
European foreword
This document (prEN 17293:2018) has been prepared by Technical Committee CEN/TC 53 “Temporary
works equipment”, the secretariat of which is held by DIN.
This document is currently submitted to the CEN Enquiry.
3

---------------------- Page: 5 ----------------------
oSIST prEN 17293:2018
prEN 17293:2018 (E)
Introduction
Steel, aluminium and timber components for temporary work equipment are designed according to
Eurocodes.
NOTE 1 Temporary works equipment are products covered by CEN/TC53, for example scaffolds, formworks,
falseworks.
Because components of temporary works equipment are not intended to be incorporated in a
permanent manner in construction works (buildings or civil engineering works) they are not covered
by Construction Products Regulation EU 305/2011. Therefore EN 1090-1 is not applicable and
components of temporary works equipment must not be marked CE.
EN 1090-2 / EN 1090-3 gives requirements for execution of steel and aluminium components. This
European standard gives special requirements for manufacturing components for temporary works
equipment in addition or contrary to the requirements of EN 1090-2 / EN 1090-3, to ensure adequate
levels of mechanical resistance and stability, serviceability and durability.
EN 1995-1-1 gives requirements for execution of timber components. This European standard gives
special requirements for manufacturing glued timber joints in components of temporary works
equipment.
NOTE 2 This European standard presupposes that manufacturing is carried out with the necessary skill and
adequate equipment and resources to perform that manufacturing is in accordance with the requirements of this
European standard.
4

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oSIST prEN 17293:2018
prEN 17293:2018 (E)
1 Scope
This document specifies requirements for manufacturing components for temporary works equipment:
a) in a factory or;
b) on site where manufacturing in a factory is not practicable.
This document specifies requirements for manufacturing components for temporary works equipment
in addition or contrary to the requirements of EN 1090-2 / EN 1090-3 and EN 1995-1-1.
Furthermore this document specifies requirements for manufacturing timber components, designed
according to Eurocodes, to be used in temporary works equipment.
This document does not specify requirements for erection and transportation of temporary works
equipment.
2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements of this document. For dated references, only the edition cited applies. For
undated references, the latest edition of the referenced document (including any amendments) applies.
EN 1090-2:2008+A1:2011, Execution of steel structures and aluminium structures — Part 2: Technical
requirements for steel structures
EN 1993-1-8:2005, Eurocode 3: Design of steel structures — Part 1-8: Design of joints
EN ISO 3834-3, Quality requirements for fusion welding of metallic materials — Part 3: Standard quality
requirements (ISO 3834-3)
EN 10217 (series), Welded steel tubes for pressure purposes — Technical delivery conditions
EN 10305 (series), Steel tubes for precision applications — Technical delivery conditions
EN 15048-1, Non-preloaded structural bolting assemblies — Part 1: General requirements
3 Terms and definitions
For the purposes of this document, the following terms and definitions apply.
ISO and IEC maintain terminological databases for use in standardization at the following addresses:
— IEC Electropedia: available at http://www.electropedia.org/
— ISO Online browsing platform: available at http://www.iso.org/obp
3.1
welding production batch size
quantity of components which are manufactured using identical welding parameters
3.2
fully mechanised welding
welding in which all main operations (excluding the handling of the work piece) are performed
automatically
Note 1 to entry: Manual adjustment of welding variables during welding is possible.
5

---------------------- Page: 7 ----------------------
oSIST prEN 17293:2018
prEN 17293:2018 (E)
[SOURCE: ISO/TR 25901:2007, 2.159]
3.3
automatic welding
welding in which all operations are performed automatically
Note 1 to entry: Manual adjustment of welding variables during welding is not possible.
[SOURCE: ISO/TR 25901:2007, 2.21]
3.4
manufacturing
all activities required to produce a component, for example: procurement, preparation and assembly,
welding, mechanical fastening, surface treatment, inspection and documentation
3.5
optical check
continuous automatic inspection for example with a camera
3.6
monitoring
realtime acquisition and analysis of welding parameters
3.7
welding monitoring classes
3.7.1
welding monitoring class 1
welding without automatic parameter monitoring
3.7.2
welding monitoring class 2
fully mechanised welding and automatic welding with automatic parameter monitoring
4 General
Steel, aluminium and timber components for temporary works equipment are designed according to
Eurocodes.
Therefore, the standards for execution of steel and aluminium components EN 1090-2 / EN 1090-3 and
for execution of timber components EN 1995-1-1 shall be applied, except where the special conditions
for manufacturing temporary works equipment demand modifications according to this standard.
Subcontractors shall also fulfil all of the requirements of this standard.
5 Manufacturer documentation
5.1 Quality documentation
EN 1090-2:2008+A1:2011, 4.2.1, and EN 1090-3:2008, 4.2.1 are replaced by:
The following points shall be documented, and are also applicable for the manufacturing of timber
components:
a) organization chart and managerial staff responsible for each aspect of the manufacturing;
b) the procedures, methods, work and inspection instructions to be applied;
6

---------------------- Page: 8 ----------------------
oSIST prEN 17293:2018
prEN 17293:2018 (E)
c) a procedure for handling changes and modifications;
d) a procedure for handling of nonconformities, requests for concessions and quality disputes;
e) the manufacturing drawings;
f) the specifications of purchased raw materials and components.
5.2 Quality plan
EN 1090-2:2008+A1:2011, 4.2.2 in EN 1090-3:2008 and EN 1995-1-1:2004,
EN 1995-1-1:2004/A1:2008, EN 1995-1-1:2004/A2:2014, Clause 10 shall be applied for manufacturing.
5.3 Safety of the erection works
EN 1090-2:2008+A1:2011, 4.2.3 and EN 1090-3:2008, 4.2.3 are not applicable.
5.4 Execution documentation
EN 1090-2:2008+A1:2011, 4.2.4 and EN 1090-3:2008, 4.2.4 are not applicable.
5.5 Identification and traceability
As an alternative to EN 1090-2 and EN 1090-3 identification may be achieved by batching or by the
shape and the size of the component or by the use of durable and distinguishing marks applied in a way
not producing damage. If the identification by batching is carried out the batches shall be traceable.
6 Materials
Materials shall fulfil the requirements given in European standards where design data is provided. If
European standards do not exist, ISO standards may be applied. Additional requirements for some
materials are given in EN 12811-2.
When materials are used whose design data is not provided in European or ISO standards, an adequate
assessment shall be undertaken.
NOTE National requirements may give information.
For the manufacturing of temporary works equipment materials according to the standards (Tables 2
and 3 in EN 1090-2:2008+A1:2011) or the standards series EN 10217 and EN 10305 for tubes, and
EN 10111 for the cold forming process of plates may be used. For steel products, the inspection
documents according to EN 10204 shall be as listed in Table 1.
Table 1 — Inspection documents for steel products
Constituent product Inspection documents
Structural steels (Tables 2 and 3 in EN 1090-2:
...

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