CE Marking Supplement

7/27/2019 CE Marking Supplement

1/20

STEEL

CONSTRUCTION

CE Marking


2/20

2 CE MARKING

The construction industry is acing one o

the most signicant changes or a decadeas CE Marking o construction products

becomes mandatory in all Member States

throughout the European Union and the

European Economic Area.

CE Marking or all construction products,

covered by a harmonised European standard

or conorming to a European Technical

Assessment will become mandatory

rom 1 July 2013, and a year later (1 July

2014) or abricated structural steelwork.This represents a major development or

engineers, contractors and steelwork

specialists and it demands careul attention to

the new obligations imposed.

This supplement highlights how the steel construction sector has been working

behind the scenes towards achieving CE Marking. Perhaps more importantly, it

spells out in detail what it will mean or the rest o the construction sector and

what you need to do to comply with the Construction Products Regulation that is

the legal basis or the new regime.

The process is straightorward and the steel sector is already making excellent

progress, so there will be no disruption to the regular supply o abricated

structural steelwork rom accredited sources. For example, a number o Tata Steels

products are already CE Marked, with many other suppliers o steel products such

as open sections, hollow sections, plates, and structural bolts also across the line

well beore the 1 July 2013 deadline.

As you will read, rom 1 July 2014 all abricated structural steelwork delivered to

site has to be CE Marked. To comply with the new mandatory regulations only

steelwork contractors with an Execution Class equal to that required or a project

should be considered.

The BCSA has also made CE Marking compliance a condition o membership o

the Association ater 1 July 2014. By using a BCSA Member steelwork contractor,

clients, main contractors and insurers can be assured that due diligence has already

been undertaken by the BCSA as part o their membership audit.

Im sure you will nd this supplement helpul.

March 2013

Foreword

Sarah McCann-Bartlett,Director General,British ConstructionalSteelwork Association


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CE MARKING 3

Contents

5 Introduction

6 CE Marking of products

7 CE Marking of fabricated structural steelwork

9 Engineers responsibility

1. Determine Consequence Class

2. Dene Service Category

3. Dene Production Category

4. Derive Execution Class

15 Client and/or main contractors responsibility

16 How to check compliance with the CPR and CE Markin

What to check - Factory Production Control and

Welding Certicates

What to check - Declaration o Perormance

18 Summary

Thisinforma

tion

onCEMarking

insteelcon

struction

isavailable

at

www.steelco

nstruction.in

fo/

CE_marking


4/20

4 CE MARKING

CEMarking

Mandatory

ConstructionProduc

ts

1July2013

FabricatedS

ructural

Steelwork

1July2014


5/20

CE MARKING 5

CE Marking demonstrates compliance with the appropriate manuacturing standard or a

product. As a symbol, it will be amiliar as it has been a requirement or many years on produc

sold in the European Union such as toys and electrical goods.

Under the Construction Products Regulation (CPR), new legal obligations have been placed

on manuacturers, distributors and importers o construction products used within the EU to

CE Mark their products where they are covered by either a harmonised standard or European

Technical Assessment (ETA). This applies not only to constituent products (such as steel beams,

bolts etc) but also to abricated elements and systems made rom CE Marked products.

The CPR requires the CE Marking o all construction products rom 1 July 2013 and the

CE Marking o abricated structural steelwork rom 1 July 2014.

The CPR describes the legal obligations it places on the construction supply chain in terms o

manuacturers, distributors and importers. However, the construction supply chain in the U

would normally be described in terms o clients, designers, speciers, contractors and specialis

subcontractors. The purpose o this document is to provide some guidance to the UK supply

chain on the implications o the CPR on steel construction.

Introduction


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6 CE MARKING

Under the CPR, all products used in

construction rom 1 July 2013 must have

CE Marking to demonstrate compliance

where either a harmonised standard or ETA is

in orce. All mainstream construction products

are covered by harmonised standards and will

thereore have to be CE Marked rom that

date.

For abricated structural

steelwork, engineers,

contractors and steelwork

contractors should amend their

specications accordingly

to ensure only CE Marked

products are used on their

projects.

This should not cause any

disruption in the supply o material as

manuacturers, such as Tata Steel with their

Advance section range and Celsius 355

and Hybox

355 structural hollow sections,have been CE Marking their products or a

number o years in anticipation o the CPR

requirement.

CE Marking o products

Product standardsor CE MarkingMandatory for products used on/after1 July 2013

open sections BS EN 10025-1

hollow sections

hot nished BS EN 10210-1

cold formed welded BS EN 10219-1

plates BS EN 10025-1

structural bolts

non-preloaded structural boltingassemblies BS EN 15048-1

high strength structural bolt-ing assemblies for preloading BS EN 14399-1

Mandatory for steelwork delivered onor after 1 July 2014

fabricated structural steelwork BS EN 1090-1

Note:

1. a full list of harmonised standards can be found

on the EUs Nando website www.ec.europa.eu/

enterprise/newapproach/nando/index.cfm?fuseaction=cpd.hs

2. a full list of ETAs can be found on the EOTAwebsite www.eota.be/pages/valideta

Nodisruptionas

manufacture

rs

suchas

TataSteelal

ready

CEMarkthe

ir

products


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CE MARKING 7

The harmonised standard covering abricated structural steelwork is BS EN 1090: Execution o

steel structures and aluminium structures.

Part 1 o the standard is the Requirements or Conormity Assessment o Structural

Components. It describes how manuacturers can demonstrate that the components they

produce meet the declared perormance characteristics (the structural characteristics which

make them t or their particular use and unction).

Part 2 is the Technical Requirements or Steel Structures. It species

the requirements or the execution o steel structures to ensure

adequate levels o mechanical resistance and stability, serviceability

and durability. It determines the perormance characteristics orcomponents that the manuacturer must achieve and declare

through the requirements o Part 1.

BS EN 1090-1 becomes mandatory on 1 July 2014. It will thereore

be a legal requirement or all abricated structural steelwork deliver

to site rom that date to be CE Marked.

The BCSA has made CE Marking compliance a condition o

membership o the Association rom 1 July 2014, so selection o

any BCSA Member company will guarantee that the steelwork

contractor will have the necessary certication to comply with the

CPR requirements. Clients and main contractors will thereore have condence in the complete

supply chain or steel construction rom manuacture o the steel sections through distribution

to abrication and erection on site.

CE Marking o abricated structuralsteelwork

SpecifcationsContracts for fabricated structural steelworkto be delivered to site on or after 1 July 2014should include the following specications, whichincorporate the obligations of BS EN 1090-1 andBS EN 1090-2 on the steelwork contractor:

Buildings

National Structural Steelwork Specication(NSSS) for Building Construction 5th EditionCE Marking Version

Bridges

Model Project Specication for the Executionof Steelwork in Bridge Structures (SCI GuideP382) revised January 2012

NSSS5thE

dition

CEMarkingV

ersion

should

beused

oncontractswhere

steelisdeli

veredto

siteonora

fter

1July2014


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8 CE MARKING


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CE MARKING 9

For any project, the required quality o abrication or Execution

Class must be specied. BS EN 1090-2 requires the Execution

Class to be specied or:

theworksasawhole

anindividualcomponent

adetailofacomponent

The engineer is responsible or speciying the Execution Class

or the structure, the components and the details. In some

cases the Execution Class or the structure, the components

and the details will be the same while in other cases theExecution Class or the components and the details may be

dierent to that or the whole structure.

The procedure or determining the Execution Class is a

straightorward our step process:

1. Determine the Consequence Class

2. Dene the Service Category

3. Dene the Production Category

4. Derive the Execution Class

Whilst each building needs to be

considered on its own merits,

Execution Class 2 (EXC2) will

be appropriate or the majority

o buildings constructed in

the UK. I the Execution

Class is not specied on a

project, Clause 4.1.2 o

BS EN 1090-2 states that

EXC2 shall apply.

It should also be noted that the NSSS or

Building Construction 5th Edition CE Marking Version has

been written or the steelwork contractor to deliver the

requirements o EXC2.

Engineers responsibility

ConsequenceClass

Table B1

BS EN 1990

or

Table A.1

BS EN 1991-1-7

ServiceCategory

Table B.1

BS EN 1090-2

ProductionCategory

Table B.2

BS EN 1090-2

ExecutionClass

Table B.3

BS EN 1090-2

Summary

EXC2willb

e

theappropri

ate

requirement

forthe

majorityof

buildings

constructed

intheUK


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10 CE MARKING

Notes:

1. For buildings intended for more than one type of use the Consequence Class should be that relating to the most onerous type.

2. In determining the number of storeys, basement storeys may be excluded provided such basement storeys full the requirements ofConsequences Class 2b Upper Risk Group

3. UK Building Regulations Approved Document A contains a similar table to A.1 of EN 1991-1-7 which may also be used to determine theConsequence Class.

The purpose o categorising the Consequence Class is to ensure that buildings (and other

structures) are constructed with the appropriate level o quality control within the abrication

process. Consequence Classes are derived on the basis o building type, building height

(number o storeys), foor plan area per storey (or retail) and occupancy. A structure, or a part

o it, could also contain components with dierent Consequence Classes.

BS EN 1990 gives guidelines or the choice o Consequence Class in Table B1 (below).

1. Determine the Consequence Class

Table A.1 o BS EN 1991-1-7 (below) gives examples o categorisation o building type and

occupancy according to Consequence Classes that assist with the implementation o Annex B

BS EN 1990.

Table B1 Defnition o Consequence Classes

ConsequenceClass

Description Examples o buildings and civil engineering works

CC3 High consequence or loss o human lieoreconomic, social or environmental consequences very great

Grandstands, public buildings where consequences oailure are high (eg a concert hall)

CC2 Medium consequence or loss o human lie;economic, social or environmental consequences considerable Residential and oce buildings, public buildings whereconsequences o ailure are medium (eg an oce building

CC1 Low consequence or loss o human lieandeconomic, social or environmental consequences small or negligible

Agricultural buildings where people do not normally enter(eg storage buildings), greenhouses

Table A.1 Categorisation o Consequence Classes

ConsequenceClass

Example o categorisation o building type and occupancy

1 Single occupancy house not exceeding 4 storeys.

Agricultural buildings.Buildings into which people rarely go, provided no part o the building is closer to another building, or area where people do go, than adistance 1 times the building height

2aLower RiskGroup

5 storey single occupancy houses.Hotels not exceeding 4 storeys.Flats, apartments and other residential buildings not exceeding 4 storeys.Oces not exceeding 4 storeys.Industrial buildings not exceeding 3 storeys.Retailing premises not exceeding 3 storeys or less than 1,000m foor area in each storey.Single storey educational buildings.All buildings not exceeding 2 storeys to which the public are admitted and which contain foor areas not exceeding 2,000m at each storey

2bUpper RiskGroup

Hotels, fats, apartments and other residential buildings greater than 4 storeys but not exceeding 15 storeys.Educational buildings greater than a single storey but not exceeding 15 storeys.Retailing premises greater than 3 storeys but not exceeding 15 storeys.Hospitals not exceeding 3 storeys.Oces greater than 4 storeys but not exceeding 15 storeys.All buildings to which the public are admitted and which contain foor areas exceeding 2,000m but not exceeding 5,000m at eachstorey.Car parking not exceeding 6 storeys.

3 All buildings dened above as Class 2 Lower and Upper Consequence Class that exceed the limits on area and number o storeys.All buildings to which members o the public are admitted in signicant numbers.Stadia accommodating more than 5,000 spectators.Buildings containing hazardous substances and/or processes.

Step1

CC2willbe

appropr

iatefor

themajority

ofbuildings

constructed

inthe

UK


11/20

CE MARKING 11

SCI Guide P391 provides guidance on classication o mixed-use buildings and buildings with basements.

(Note: as classication classes are also used to determine the robustness strategy or a building, some o the guidance is

dependent on the robustness strategy adopted, particularly where basements are present.)

2 storeys o fats over one storey o retailing

premises. This case should be considered as 3 storeys

o retailing premises. Thereore, apply Class 2a to

the whole building, or apply Class 2b to the whole

building i foor area o retailing premises is 1000m

or more (per storey).

2 storeys o fats over 2 storeys o retailing premises.

This case should be taken as 4 storeys o retailing

premises. Thereore, apply Class 2b to the whole

building.

4 storeys o fats adjacent to 5 storeys o oces.

Class 2b should be applied to the 5 storey oce area

and extending to a suitable structural discontinuity in

the 4 storey residential area and Class 2a should be

applied to the remaining 4 storey residential area.

In determining the number o storeys or

classication, basement storeys may be excluded i

they ull the robustness requirements o Class 2b

buildings. Otherwise, the basement storeys must

be included in determining the number o storeys

or building classication. The basement can be or

habitable accommodation or parking.

2a, or 2b ifretail premises> 1,000m

Flats

Shop

2b

Flats

Shop

2bFlats

Movement joint

2a 2b

OfficesOffices

2bFlats Flats

2a

2b

4 storey over basement 5 storey over basement


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12 CE MARKING

Notes:* DCL, DCM, DCH: ductility classes according to EN 1998-1.** For classication of fatigue actions from cranes, see EN 1991-3 and EN 13001-1.

Service categories are the method used in BS EN 1090-2 to consider the risk rom the actions

to which the structure and its parts are likely to be exposed to during erection and use,

such as atigue and likelihood o seismic actions. They also consider the stress levels in the

components in relation to their resistance.

Service categories are determined rom Table B.1 o BS EN 1090-2 but or most buildings

the UK, SC1 will be appropriate.

2. Dene Service Category

Production categories are the method used in BS EN 1090-2 to consider the risk rom the

complexity o the abrication o the structure and its components, e.g. application o particul

techniques, procedures or controls.

Production categories are determined rom Table B.2 o BS EN 1090-2 and it should be

noted that a structure or part o a structure may contain components or structural details

that belong to dierent production categories.

However, in all cases, the Execution Class is not sensitive to the Production Category selected

3. Dene Production Category

Table B.1 Suggested Criteria or Service Categories

Categories Criteria

SC1 Buildings and components designed for quasi static actions only (Example: Buildings)

Structures and components with their connections designed for seismic actions in regions with low seismic activity and in DCL* Structures and components designed for fatigue actions from cranes (class S

0)**

SC2 Structures and components designed for fatigue actions according to EN 1993. (Examples: Road and railway bridges,cranes (class S

1to S

9)**, structures susceptible to vibrations caused by wind, crowd or rotating machinery.)

Structures and components with their connections designed for seismic actions in regions with medium or high seismic activity and inDCM* and DCH*.

Table B.2 Suggested Criteria or Production Categories

Categories Criteria

PC1 Non welded components manufactured from any steel grade products Welded components manufactured from steel grade products below S355

PC2 Welded components manufactured from steel grade products from S355 and above Components essential for structural integrity that are assembled by welding on construction site Components with hot forming manufacturing or receiving thermic treatment during manufacturing Components of CHS lattice girders requiring end prole cuts

Step2

SC1willbe

appropriatef

or

themajority

ofbuildings

constructed

in

theUK

Step3

Execution

Classisnot

sensitiveto

theProduct

ion

Category


13/20

CE MARKING 13

Having determined the Consequence Class, Service Category and Production Category or a

building, the required Execution Class is derived simply rom Table B.3 o BS EN 1090-2.

For the majority o buildings constructed in the UK, EXC2 will be the appropriate requirement.

Where no Execution Class is specied, Clause 4.1.2 o BS EN 1090-2 states that EXC2 shall

apply.

The engineer should always derive the Execution Class based on the design parameters

appropriate to each project. The requirements to each Execution Class are listed in Table A3 o

BS EN 1090-2 and can be reviewed by the engineer i desired.

However, the engineer should avoid over-specication o the Execution Class wherever possibl

to avoid unnecessary costs being introduced. For example, EXC2 is the Execution Class derived

or a project but the engineer requires ull traceability (an EXC3 requirement) instead o the

partial (or batch) traceability requirement o EXC2. Rather than speciying EXC3 on the basis o

achieving this single Clause requirement, it is suggested that EXC2 is still specied but with the

higher level o traceability added to the specication.

4. Derive Execution Class

Note:Annex B of BS EN 1090-2 is classed as informative. Therefore the approach described is not mandatory and theengineer can base the selection of Execution Class on experience provided they can support their decision.

Table B.3 Recommended Matrix for Determination of Execution Classes

Consequence classes CC1 CC2 CC3

Service categories SC1 SC2 SC1 SC2 SC1 SC2

Productioncategories

PC1 EXC1 EXC2 EXC2 EXC3 EXC3 a EXC3 a

PC2 EXC2 EXC2 EXC2 EXC3 EXC3 a EXC4

a EXC4 should be applied to special structures or structures with extreme consequences o a structural ailure as required by national provisions

Step4

EXC2willth

erefore

beappropria

te

forthemajo

rity

ofbuildings

constructed

in

theUK


14/20

14 CE MARKING

Steelwork contractorrequirements or CE MarkingIn order to be able to CE Mark the fabricated structuralsteelwork that they produce, steelwork contractors arerequired to declare performance to the System 2+ levelof assessment (as described in Annex V of the CPR). Thisrequires them to undertake:

initial type-testing of the product

Factory Production Control (FPC), which will include

implementation of FPC system procedures

appointment of a responsible welding coordinator(RWC)

implementation of welding quality managementsystem (WQMS) procedures

further testing of samples taken at the factory inaccordance with the prescribed test plan

They must also be assessed by a notied body that willcarry out:

initial inspection of the manufacturing plant

initial inspection of the FPC

continuous surveillance, assessment and approval ofthe FPC, which will typically include:

an annual audit to ensure continued competenceto the declared Execution Class (Table B.3 of BS EN1090-1 sets out minimum levels for the routine sur-veillance intervals)

The notied body will then issue a FPC certicate andWelding Certicate identifying the Execution Class thatthe steelwork contractor has achieved.


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CE MARKING 15

For all abricated structural steelwork delivered to site rom 1 July 2014, there is a legal

requirement under the CPR that it is CE Marked.

In order to achieve this, the client or main contractor should appoint a steelwork contractor

with an Execution Class equal to that required or the project, as determined by

BS EN 1090-1. It should be noted that steelwork contractors with EXC3 capability

can be used or EXC1, 2, & 3; and a steelwork contractor with EXC2 capability ca

only be used or EXC1 & 2.

Compliance with the requirements o BS EN 1090-1 is no small task and places

obligations on the steelwork contractor that are onerous and take signicant

time to put into place. To eliminate the risk o non-compliance with the CPR,it is recommended that clients and main contractors only award projects that

will have abricated structural steelwork delivered to site ater 1 July 2014

to steelwork contractors who have already achieved (or are close to achieving)

CE Marking accreditation.

The BCSA has made CE Marking compliance a condition o membership o the Association

rom 1 July 2014, so selection o a BCSA Member company will guarantee that the steelwork

contractor will have the necessary accreditation to comply with the CPR requirements.

The directories or buildings and bridgeworks on BCSAs

website (www.steelconstruction.org) include details o

accredited certication levels achieved by each member.

Clients and main contractors can use this to nd steelwork

contractors with an Execution Class equal to that required o

their project. It also states the level o accreditation achieved

by those steelwork contractors who are moving towards

achieving CE Marking.

Contract documentation should also be updated to incorporate CE Marked version o NSSS

5th Edition, which incorporates the obligations o BS EN 1090-1 and BS EN 1090-2 on the

steelwork contractor.

It should be noted that i a non-EU steelwork contractor is used on a project, the CPR puts

liability on clients and/or main contractors. In that instance, the party engaging the steelwork

contractor would be classed as an importer under the CPR and must comply with Obligations

o Importers given in Article 13 o the regulations.

Client and/or main contractors responsibility

Selectinga

BCSAMemb

er

willensure

CEMar

king

compliance


16/20

16 CE MARKING

Steel Construction Certification Scheme Limited

4 Whitehall Court, Westminster, London SW1A 2ES

Tel: +44 (0) 20 7839 3980Fax: +44 (0) 20 7747 8199Email: [email protected]

EC Certificateof

Factory Production Control (FPC)2273 CPR - 001

In compliance with the Construction Products Regulation or CPR, it has been stated that the

construction product:

Structural Components for Steel Structures

Harmonised Type / Execution Class of the Construction Product Declaration Method

EN 1090-1: 2009

+A1:2011

Load bearing and welded structural steel components up to

EXC 2 according to EN 1090-2:2008 +A1:2011

1, 2, 3a and 3b table A.1

of EN 1090-1:2009 +A1:2011

placed on the market by

ABC Engineering Ltdand produced in the factory(ies)

Thrimpson Plant, Thrimpson Road, Grillnik, Pondington, West Plumshire PM15 7TL

Gunburton McAvis Plant, Nyasa Way, Spent, East Plumshire BO42 9RF

Lydecker & Lydecker Plant, Grimwade Road, Hulke, Adamshire AD4 8BB

is submitted by the manufacturer to the initial type-testing of the product, a factory production

control and to the further testing of samples taken at the factory in accordance with a prescribed

test plan and that the notified body No. 2273 Steel Construction Certification Scheme Ltd - has

performed the initial inspection of the factory and of the factor y production control and performs thecontinuous surveillance, assessment and approval of the factory production control.

Attestation This certificate attests that all provisions concerning the attestation of

factory production control described in Annex ZA of the standard:

EN 1090-1: 2009 +A1:2011 were applied.

Date of next Surveillance by 31 March 2014

Validity Period This certificate remains valid as long as the conditions laid down in the

harmonised standard in reference or the manufacturing conditions in the

factory or the FPC itself are not modified significantly

Chairman: Scheme Manager:

In order or a steelwork contractor to demonstrate their right to CE Mark their products,

they must provide the ollowing three documents:

1. Factory Production Control (FPC) Certicate issued by a notied body

2. Welding Certicate issued by a notied body

3. Declaration o Perormance (DoP) issued by the steelwork contractor

The client or main contractor engaging the steelwork contractor should carry out

due diligence beore appointing any steelwork contractor who will be delivering

abricated structural steelwork to site on or ater 1 July 14. Likewise, insurers shoul

complete a similar due diligence process beore giving Proessional Indemnity

insurance to a steelwork contractor who wants to CE Mark their products.

As the BCSA has made CE Marking compliance a condition o membership ater this date,

simply selecting a BCSA Member will ensure compliance with the regulations. The client, main

contractor or insurer would not need to carry out due diligence o the steelwork contractor in

this case since it has already been undertaken by the BCSA as part o their membership audit.

How to check compliancewith the CPR and CE Marking

4

1

3

CEMarkedf

abricated

steelworkm

ustbe

supportedb

yaFactory

Production

Control

(FPC)Certif

icate,a

WeldingCert

ificate

andaDecla

rationof

Performance

Steel Construction Certification Scheme Limited

4 Whitehall Court, Westminster, London SW1A 2ES

Tel: +44 (0) 20 7839 3980Fax: +44 (0) 20 7747 8199Email: [email protected]

Welding Certificate9809 CPR - 001

In compliance with EN 1090-1:2009, table B.1, the following has been stated:

This Welding Certificate is an annex to

the EC-Certificate of the Factory Production Control (FPC) 9809 CPR - 001.

This Welding Certificate is only valid in conjunction with the aforementioned

EC-Certificate in the scope of the Construction Products Regulation or CPR.

Manufacturer ABC Engineering Ltd

Facilities of the Thrimpson Plant, Thrimpson Road, Grillnik, Pondington,

Manufacturer West Plumshire PM15 7TL

Gunburton McAvis Plant, Nyasa Way, Spent, East Plumshire

BO42 9RF

Lydecker & Lydecker Plant, Grimwade.Road, Hulke,

Adamshire AD4.8BB

Standard EN 1090-2: 2008 +A1:2011

Execution Class up to EXC 2 according EN 1090-2:2008 +A1:2011

Welding Process(es) 111 Manual metal arc

121 Submerged metal arc

Base Material(s) S235, S275, S355 according to EN 10025-2

Responsible Welding Mr L Drogheda

Coordinator

Substitute None

Attestation This certificate attests that all procedures for the execution

and surveillance of welding works are implemented.

Date of next 31 March 2014

Surveillance

Validity Period This certificate remains valid as long as the conditions laid down

in the technical specification in reference (in connection with

EN 1090-1:2009 +A1:2011) or the manufacturing conditions in

the factory or the FPC itself ar e not modified significantly.

Chairman: Scheme Manager:

4

1

2

3


17/20

CE MARKING 17

A Steelwork contractors unique DoP Certicate

identication number.

B Steelwork contractor dened (may be omitted i not

relevant).

C Brie description o use, which may include project name

and location.

D Check that notied body and level o assessment declared

is consistent with the FPC and Welding Certicates where

appropriate.

E Steelwork Contractors are not required to declare

perormance against all o the perormance characteristics

in Table ZA.1 o BS EN 1090-1 +A1:2011, but only those

that are appropriate and or which they are responsible.

What to check Factory Production Controland Welding Certicates

1 Declared perormance ensure that the steelwork contractor meets or exceeds the

Execution Class requirements or the project.

2 Base materials the steelwork contractor is covered or welding with material strength and

subgrades up to and including those declared on the Welding Certicate. Ensure that thes

are consistent with the requirements o the project.

3 Date o next surveillance check that the certicate is still current and covers the period o

the contract.

4 Notied body number check on the EUs Nando website to ensure that it is a valid and

current number associated with the notied body named on each certicate.

What to check Declaration of PerformanceThe scope o the DoP to be issued by the steelwork contractor or each project is set out inArticle 6 o the CPR, with a standard orm included as Annex III. The standard orm in Annex I

covers all aspects o the CPR, whereas the example below suggests what would be appropriat

to include when CE Marking abricated structural steelwork along with some comments that

might be helpul in interpreting the intent o the DoP standard orm.

Declaration of Performance

No. 1234

Type ABCD

Intended Use Structural steelwork construction components and/orkits for use in building and civil engineering works

Manufacturer ABC Engineering Ltd, Thrimpson Road, Grillnik,

Pondington, West Plumshire PM15 7TL

Verification of constancy System 2+

Notified Body Steel Construction Certification Scheme

4, Whitehall Court, Westminster, London SW1A 2ES

Notified Body No 2773

SCCS has performed (i) initial inspection of the manufacturing plant and factory product

control and (ii) continuous surveillance, assessment and evaluation of factory production

control and issued Factory Production Control Certificate 2273-CPR-001 and

Welding Certificate 9809-CPR-001.

Essential characteristics Performance Harmonised

technical

specification

To le rances on dimens ions and shape EN 1090-2, to le rance c lass 1 EN 1090-1: 2009

Weldability EN 10025-2, S275 EN 1090: 2009

Fracture toughness/impact resi st anc e S2 75J R (27J @ 20 C) EN 109 0: 200 9

Load bearing capacity NPD EN 1090: 2009

Fatigue strength NPD EN 1090: 2009

Resistance to fire NPD EN 1090: 2009Reaction to fire Class A1 (steel only) EN 1090: 2009

Release of cadmium and its compounds NPD EN 1090: 2009

Radioactivity NPD EN 1090: 2009

Durability Surface preparation according to

BS EN 1090-2, Preparation grade P3.

Surface painted according to

BS EN ISO 12944.

EN 1090: 2009

The performance of the product identified above is in conformity with the declaredperformance identified in the table.

Signed for and on behalf of ABC Engineering Ltd by:

John Smith, DirectorPondington, Plumshire1 April 2013

E

A

B

C

D


18/20

18 CE MARKING

OverviewIt is a legal requirement to use CE Marked construction products rom 1 July 2013. This should

not cause any disruption in the supply o materials or abricated structural steelwork as

manuacturers, such as Tata Steel, have been CE Marking their products or a number o years

in anticipation o the CPR requirement.

From 1 July 2014, it will be a legal requirement or all abricated structural steelwork delivered

to site to be CE Marked. In order to comply with the regulations, only steelwork contractors

with an Execution Class equal to that required or a project should be considered.

Contracts or abricated structural steelwork to be delivered to site on or ater this date

should include the NSSS or Building Construction 5th Edition CE Marking Version or ModelSpecication or the Execution o Steelwork in Bridge Structures (revised January 2012). Both

o these specications incorporate the obligations o the CPR and CE Marking on the steelwor

contractor.

Engineers responsibilityThe engineer is responsible or speciying the Execution Class or the

structure as a whole, the components and the details that they have

designed.

Procedure or specication o Execution Class or a project:

1. Determine Consequence Class Table B1, BS EN 1990

or Table A.1, BS EN 1991-1-7

[Usually 2a or 2b]

2. Dene Service Category Table B.1, BS EN 1090-2

[Usually SC1]

3. Dene Production Category Table B.2, BS EN 1090-2

[either PC1 or PC2]

4. Derive Execution Class Table B.3, BS EN 1090-2

[will typically result in EXC2]

Whilst each building needs to be considered on its own merits, EXC2

will be appropriate or the majority o buildings constructed in the UK.

I the Execution Class is not specied on a project, Clause 4.1.2 o

BS EN 1090-2 states that EXC2 shall apply.

Summary

ConsequenceClass

Table B1

BS EN 1990

or

Table A.1

BS EN 1991-1-7

ServiceCategory

Table B.1

BS EN 1090-2

ProductionCategory

Table B.2

BS EN 1090-2

ExecutionClass

Table B.3

BS EN 1090-2


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CE MARKING 19

Client and/or main contractors responsibilityFor all abricated structural steelwork delivered to site rom 1 July 2014, there is a legal

requirement under the CPR that it is CE Marked. In order to achieve this, the client or main

contractor should appoint a steelwork contractor with an Execution Class equal to that require

or the project, as determined by BS EN 1090-2. It should be noted that steelwork contractors

with EXC3 capability can be used or EXC1, 2, & 3; and a steelwork contractor with EXC2

capability can only be used or EXC1 & 2.

The BCSA has made CE Marking compliance a condition o membership o the Association

rom 1 July 2014, so selection o a BCSA Member company will guarantee that the steelwork

contractor will have the necessary accreditation to comply with the CPR requirements. The

directories or buildings and bridgeworks on BCSAs website (www.steelconstruction.org)include details o accredited certication levels achieved by each member.

It should be noted that i a non-EU steelwork contractor is used on a project, the CPR puts

liability on clients and/or main contractors. In that instance, the party engaging the steelwork

contractor would be classed as an importer under the CPR and must comply with Obligations

o Importers given in Article 13 o the regulations.

Check compliance with the CPR and CE MarkingIn order or a steelwork contractor to demonstrate their right to CE Mark their products, they

must provide the ollowing three documents:

1. Factory Production Control Certicate

2. Welding Certicate

3. Declaration o Perormance

The client or main contractor engaging the steelwork contractor should carry out due diligenc

beore appointing any steelwork contractor who will be delivering abricated structural

steelwork to site on or ater 1 July 2014. Likewise, insurers should complete a similar due

diligence process beore giving Proessional Indemnity insurance to a steelwork contractor who

wants to CE Mark their products.

The BCSA has made CE Marking compliance a condition o membership o the Association at

this date, simply selecting a BCSA Member will ensure compliance with the regulations. The

client, main contractor or insurer would not need to carry out due diligence o the steelwork

contractor in this case since it has already been undertaken by the BCSA as part o their

membership audit.


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Produced orThe British Constructional Steelwork Associationwww.steelconstruction.organdTata Steelwww.tatasteelconstruction.comby Barrett Byrd Associates

b tt b d

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Documents

CE Marking Supplement