kSIST FprEN 14732:2014

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Lesene konstrukcije - Konstrukcijski montažni stenski, stropni in strešni elementi - ZahteveHolzbauwerke - Tragende vorgefertigte Wand-, Decken- und Dachelemente - AnforderungenStructures en bois - Eléments structurels de mur, de plancher et de toiture préfabriqués - ExigencesTimber structures - Structural prefabricated wall, floor and roof elements - Requirements91.080.20Lesene konstrukcijeTimber structures91.060.01Stavbni elementi na splošnoElements of buildings in generalICS:Ta slovenski standard je istoveten z:FprEN 14732kSIST FprEN 14732:2014en,fr,de01-oktober-2014kSIST FprEN 14732:2014SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
FINAL DRAFT
June 2014 ICS 91.060.01; 91.080.20 English Version
Timber structures - Structural prefabricated wall, floor and roof elements - Requirements
Structures en bois - Eléments structurels de mur, de plancher et de toiture préfabriqués - Exigences
Holzbauwerke - Tragende vorgefertigte Wand-, Decken- und Dachelemente - Anforderungen This draft European Standard is submitted to CEN members for unique acceptance procedure. It has been drawn up by the Technical Committee CEN/TC 124.
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, 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:
Avenue Marnix 17,
B-1000 Brussels © 2014 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. FprEN 14732:2014 EkSIST FprEN 14732:2014

Bond line shear strength test for adhesively fixed joist-panel bonds . 44 A.1 General . 44 A.2 Glue line shear test . 44 A.2.1 Principle. 44 A.2.2 Testing machine . 44 A.3 Specimen preparation . 44 A.4 Procedure . 45 A.5 Results . 45 A.6 Test report . 45 Annex B (normative)
Requirements for bonding and cramping . 48 B.1 Bonding requirements . 48 B.2 Cramping requirements . 48 Annex C (normative)
Bond shear strength evaluation . 50 C.1 Calculation . 50 C.2 Control chart . 50 C.3 Conformity. 50 Annex D (normative)
Minimum production provisions . 51 D.1 Element construction . 51 D.2 Premises . 51 D.2.1 General . 51 D.2.2 Storage . 51 kSIST FprEN 14732:2014

Reaction to fire performance - Classified without further testing (CWFT) . 53 E.1 General . 53 E.2 Structural timber, glulam, wood-based panels . 53 E.3 Gypsum plasterboards . 57 E.3.1 Classification . 57 E.3.2 Mounting and fixing . 57 Annex ZA (informative)
Clauses of this European Standard addressing the provisions of the EU Construction Products Regulation . 58 ZA.1 Scope and relevant characteristics . 58 ZA.2 Procedure for AVCP of prefabricated wall, floor and roof elements . 63 ZA.2.1 System(s) of AVCP . 63 ZA.2.2 Declaration of performance (DoP) . 66 ZA.2.2.1 General . 66 ZA.2.2.2 Content . 67 ZA.2.2.3 Examples of DoP . 67 ZA.3 CE marking and labelling . 72 ZA.3.1 General . 72 Bibliography . 78
Key 1 board material 2 framing member, e.g. structural timber, glued laminated timber or wood-based product 3 adhesively bonded joint 4 insulation 5 fastener (e.g. nail, staple or screw) 6 exterior non-structural cladding 7 vapour barrier 8 flexible sheet for water-proofing Figure 1 — Examples of the build-up of typical elements 3.1.7 load-bearing cross-sectional thickness total depth of all components contributing to the mechanical resistance and stiffness kSIST FprEN 14732:2014

In this case the manufacturer has to declare the mechanical resistance and fire resistance performances of the structural elements by reference to dated drawings of the element, providing information on the geometrical data, and to the performance characteristics of the materials and/or the components (including dimensions) and allowing subsequent structural assessment by the purchaser. Method M2: This declaration method is applied when the final place of destination is not known but the manufacturer wishes to provide information on the mechanical and fire resistance performances, under certain assumptions, of the structural elements (e.g. off-the-shelf or catalogued structural products) and the calculation methods of the Eurocodes (with the relevant NDPs) are used.
In this case the manufacturer has to declare the mechanical resistance and fire resistance performances of the structural elements, expressed as characteristic or design values as relevant.
Method M3a: This declaration method is applied when the intended place of destination is known, the design documentation of the product is prepared by the designer of the works of destination and made available by the client and the manufacturing order requires the relevant production documentation to be prepared by the manufacturer for a specific works of destination. In this case the manufacturer has to declare the mechanical and fire resistance performances of the structural element by reference, in an unambiguous way, to both: — the design documentation of the structural element(s) (drawings, material specifications, etc) provided by the client; and — the production documentation prepared by the manufacturer on the basis of the relevant design documentation, including information on the materials and/or components used. In addition, reference has to be made in the declaration to the specific position of the structural element in the works. Method M3b: Declaration method that may be applied when the intended place of destination is known, and the manufacturing order requires design and production documentations of the product to be prepared by the manufacturer for a specific works of destination. In this case the manufacturer has to declare the mechanical and fire resistance performances of the structural element by reference, in an unambiguous way, to both: kSIST FprEN 14732:2014
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