NATIONAL ASSESSMENT DIRECTIVE FOR THE FOR WOODEN EXTERIOR DOORS. Adopted by the Board of Timber Experts, dated

Transcription

1 AD 0803 dated NATIONAL ASSESSMENT DIRECTIVE FOR THE KOMO ATTEST-WITH-PRODUCT CERTIFICATE FOR WOODEN EXTERIOR DOORS Adopted by the Board of Timber Eperts, dated Accepted by the Building Harmonisation Committee of the Stichting Bouwkwaliteit (Foundation for Building Quality) on Issued by: Certification body SKH All rights reserved

2 Assessment directive no Wooden eterior doors Page 2 of 55 GENERAL INFORMATION CONCERNING THIS PUBLICATION This assessment directive was declared binding by the certification body SKH in accordance with the SKH Regulations for Certification and shall apply to the issuing of a KOMO attestwith-product certificate Wooden eterior doors as from This assessment directive replaces assessment directive AD 0803 Wooden eterior doors, dated and the corresponding amendment sheet dated Publisher: Certification Body SKH PO Bo AD Wageningen, the Netherlands Telephone + 31 (0) Fa + 31 (0) mail@skh.org Website Certification Body SKH No part of this publication may be reproduced and/or made public in any form or by any means, electronic, mechanical, photocopying, microfilming, recording or otherwise, without the prior permission in writing from SKH, nor may it be used without such permission for any other purpose than that for which it was produced.

3 Wooden eterior doors Page 3 of 55 TABLE OF CONTENTS 1 INTRODUCTION General Subject and area of application CE marking 6 2 PROCEDURE FOR OBTAINING AN ATTEST-WITH-PRODUCT CERTIFICATE Start Attestation investigation Assessment of the applicant's quality system Issuing of the attest-with-product certificate Eternal quality management 7 3 PERFORMANCE REQUIREMENTS BUILDING DECREE, ADMISSION INSPECTION AND QUALITY DECLARATION Technical building regulations regarding safety Technical building regulations regarding health Technical building regulations regarding usability Technical building regulations regarding energy efficiency and the environment 15 4 PERFORMANCE REQUIREMENTS PERTAINING TO PRIVATE LAW, ATTESTATION INVESTIGATION AND QUALITY DECLARATION Strength and rigidity of the door Additional requirement for connections of stacked lintel constructions in relation to Section Form stability Eclusion of moisture from outside 18 5 PRODUCT/PRODUCTION REQUIREMENTS Form tolerances: door panel without frame Stiles and lintels Finishing of the edges Joints Assembled constructions (flat doors and sandwich panels) Sealing of cross-cut ends Repairs Milling in/milling around Glazing Letter-bo slots Visual assessment of a door panel Supplementary conditions Concept I Supplementary conditions Concept II Supplementary conditions Concept III Storage and transport Fire-resistant doors 22 6 REQUIREMENTS WITH REGARD TO MATERIALS Timber Moisture content Optimised timber Finger-jointed timber Modified timber Sheet material Glass Metal components Adhesive Cementing Paint systems Repairs/fillers 25 7 GENERAL CONDITIONS Installation of production and storage rooms Storage and transport 26 8 PROCESSING AND MAINTENANCE INSTRUCTIONS Processing instructions (Concepts I and II) Maintenance instructions (Concept III) 27

4 Wooden eterior doors Page 4 of 55 9 TESTING Testing programme solid and flat/assembled eterior doors Additional testing solid wooden eterior doors: Determination of the resistance against moisture penetration of the stacked lintel construction and of the joints Additional testing assembled (flat) wooden eterior doors REQUIREMENTS REGARDING THE QUALITY SYSTEM General Responsibility Manager of the quality system Quality system MARKING REQUIREMENTS TO BE MADE OF THE EXTERNAL INSPECTION General Admission inspection Annual inspection REQUIREMENTS REGARDING THE CERTIFICATION BODY General Certification staff Qualification requirements Report to the Board of Eperts LIST OF DOCUMENTS REFERRED TO 36 APPENDIX 1 LOCATION OF HINGES AND DOOR HANDLE HOLE 40 APPENDIX 2 MAXIMUM ALLOWABLE WEIGHT OF DOORS 43 APPENDIX 3 SUMMARY OF CONDITIONS OF CONCEPTS 44 APPENDIX 4A PERFORMANCE REQUIREMENTS 45 APPENDIX 4B PERFORMANCE REQUIREMENTS 46 APPENDIX 5A CODE OF PRACTICE 47 APPENDIX 5B CODE OF PRACTICE 48 APPENDIX 6 Model KOMO attest-with-product certificate 49

5 Wooden eterior doors Page 5 of 55 1 INTRODUCTION 1.1 General The certification body must be accredited by the Council for Accreditation for the subject of this AD on the basis of NEN-EN-ISO/IEC Accreditation on the basis of NEN-EN is permitted until a date to be determined by the Council for Accreditation. The quality declarations to be issued will be denoted as KOMO attest-with-product certificate. Requirements and methods of determination related to the Building Decree are listed in Chapter 3. Chapters 4 up to and including 10 contain requirements not related to the Building Decree. The certification bodies lay down additional requirements together with the requirements laid down in this assessment directive, in the sense of general procedure requirements of certification and attestation, as laid down in the certification and/or attestation regulations of the relevant body. The technical area covered by this AD includes: E6 Doors, windows, shutters, blinds, gates with window frames, for all applications and concerning all wooden constructions. This assessment directive replaces AD 0803 Wooden eterior doors, dated , including amendment sheet dated The quality declarations that have been issued on the basis of that assessment directive keep their validity until Subject and area of application This assessment directive and the quality declarations relate to wooden eterior doors, to be applied in user functions as described in the Building Decree. The wooden eterior doors may, among other things, be applied in frames as referred to in AD If necessary, the application area will be further described in the quality declaration, including any limitations and/or application conditions. A wooden eterior door is understood to be: a. a wooden door separating the interior climate of a construction from its eterior climate, and of which the most important objective is the passing through of pedestrians, and to which BD Article 4.32 does not apply. b. a wooden door for other user functions (including garage doors (total surface area < 6.25 m 2 ), shed doors, etc), installed in a frame, for application in a separation construction, whereby BD Articles 3.2, 3.3, 3.4, 5.3 and 5.4 do not apply. This means that the eterior door forms a part of the isolated shell or lies completely outside of this. The doors referred to under a and b are fully processed. In this AD, wooden eterior doors are classified in 3 concepts, i.e.: I Basic product II Construction phase durable product III Industrial end product Classification of eterior door types The following are distinguished: single doors, double doors, and doors that are composed of top and bottom doors. The following classification is used: a. solid wooden doors, composed of stiles and lintels, whether or not provided with one or more light openings and/or with sandwich and/or solid wooden panels; b. flat doors, either completely or for the major part as assembled constructions; c. plywood doors, for the major part composed of veneer, whether or not provided with a light opening and whether or not provided with a special finishing layer.

6 Wooden eterior doors Page 6 of 55 Eplanation: For terms that are not further eplained in this AD, please refer to the Building Decree and the definitions and terminologies used in the Dutch standards and regulations. 1.3 CE marking Relationship between the Dutch Building Decree and the European Construction Products Directive (CPD 305/2011/EEC): The harmonised European standard NEN-EN is applicable to the products or a part of the products under this assessment directive. Eplanation The level of the conformity declaration (AVCP level) for the CE marking is 3: This means that the products have been tested once (prototype testing) by or under the auspices of a Notified Body on the characteristics under CE marking. The sampling is the responsibility of the supplier. In the contet of the CE marking, there is no supervision by a Notified Body on the production of the Wooden eterior doors. 1 As from 1 July 2013 to be read as AVCP (ASSESSMENT AND VERIFICATION OF CONSTANCY OF PERFORMANCE)

7 Wooden eterior doors Page 7 of 55 2 PROCEDURE FOR OBTAINING AN ATTEST-WITH-PRODUCT CERTIFICATE 2.1 Start The applicant of the quality declaration is to indicate which variants of the doors installed in frames manufactured by him are to be included in the quality declaration. The applicant supplies the data that are necessary for the drafting of the technical specification. He indicates which statements are to be included in the quality declaration and supplies the evidence for these statements. The statements that must or could be included are indicated in chapters 3 and Attestation investigation The certification and attestation-body eamines whether the statements to be included in the attestwith-product certificate comply with the requirements from chapters 3, 4, 5, 6, 7, 8, 9 and 11 of this AD. 2.3 Assessment of the applicant's quality system The attestation and certification body checks whether the applicant s quality system complies with chapter Issuing of the attest-with-product certificate The attest-with-product certificate shall be issued in accordance with the specimen determined by the Building Harmonisation Committee in accordance with the general regulations of the certification and/or attestation body, when the attestation investigation (2.2) and the assessment of the quality system of the applicant (2.3) are concluded positively. 2.5 Eternal quality management Control shall be eercised by the certification and attestation body as laid down in chapter 12 after issuing the attest-with-product certificate.

8 Wooden eterior doors Page 8 of 55 3 PERFORMANCE REQUIREMENTS BUILDING DECREE, ADMISSION INSPECTION AND QUALITY DECLARATION Supplementary table (new estate) Considered sections of the Building Decree Section Art. Sub Dwelling Reside ntial buildin g General strength of the building structure Restriction of the development of fire and smoke Restriction of propagation of fire (optional) Further restriction of the propagation of fire and restriction of the distribution of smoke (optional) /6-7 1/ *Other building - - Further references, if applicable NEN-EN 1990 (incl. national appendi) NEN-EN /4 (incl. nat. appendi) NEN-EN (incl. nat. appendi) NEN 2608 NEN-EN Ministerial Decree NEN 6068 NEN NEN 6068 Ministerial Decree Anti-burglary security (optional) NEN 5087 and NEN 5096 Protection to noise from NEN 5077 outside 3.3 Noise abatement between rooms (optional) 3.4 (opt.) / / NEN 5077 Eclusion of moisture NEN 2778 Reducing the presence of Ministerial Decree hazardous substances and ionising radiation Accessibility, New estate (opt.) Storage space, rain resistance Energy efficiency NEN 1068 * the requirement need not apply to all user functions. Other buildings are understood to mean buildings with user functions other than the residential function or combinations with it. Remarks concerning supplementary table 1. The supplementary table above contains the Building Decree requirements for new estate. Certified wooden eterior doors that meet the requirements for new estate also meet the requirements for conversion. From this point of view, the requirements for conversion have not been described in further detail. 2. In accordance with the supplementary table, the relevant BD articles and subs are described below in further detail per BD section. Unless otherwise indicated, the BD articles/subs referred to apply to all (three) types of constructions (dwelling, residential building, and other buildings).

9 Wooden eterior doors Page 9 of Technical building regulations regarding safety GENERAL STRENGTH OF THE BUILDING STRUCTURE; BD section Strong structure (in user situation); Performance requirements, BD Articles 2.2 and 2.4 Structures shall comply with the performance requirements as given in BD Article 2.2 and BD Article 2.4, sub 1. Limiting value A structure shall not succumb during its designed life span under the fundamental load combinations as referred to in NEN-EN Method of determination It is inspected whether the submitted performance of the wooden eterior doors applied in dwellings, residential buildings and/or other buildings is correct in case of load cases and load combinations, determined in accordance with the Eurocodes and/or NEN standard listed in table 1, which apply to the wooden eterior doors. Table 1 Type of construction Load in accordance with Performance determined in accordance with Timber structure NEN-EN 1990 * and NEN-EN NEN-EN * 1/4 * Glass construction NEN-EN 1990 * and NEN-EN NEN /4 * * including national appendi Remark For the determination of the strength of the door in the frame in case of wind loads, use can be made of the test method according to NEN-EN This test method gives at least the same results as those of the method of determination according to NEN-EN Admission investigation/attest-with-product certificate Concerning the application eamples, the attest-with-product certificate gives the performance the wooden eterior doors, installed in frames, must meet. LIMITING THE DEVELOPMENT OF FIRE AND SMOKE; BD SECTION Inside surface; BD Article 2.67 A side of a construction component adjacent to the interior air shall comply with the performance requirements as given in BD Article 2.67, sub 1 for dwellings/residential buildings and subs 1-2 for other buildings. Limiting value The classes should at least be fire class D and smoke class s2. Method of determination The fire class and smoke class are determined according to NEN-EN Admission investigation/attest-with-product certificate The attest-with-product certificate lists the fire class and the smoke class for both sides of the door Outside surface; BD Article 2.68 A side of a construction component adjacent to the eterior air shall comply with the performance requirements as given in BD Article 2.68, sub 5. Limiting value The class must be at least fire class D.

10 Wooden eterior doors Page 10 of 55 Method of determination The fire class is determined according to NEN-EN Admission investigation/attest-with-product certificate The attest-with-product certificate lists fire class D for the side of the door adjacent to the eterior air Construction component; BD Article 2.72 To limit the propagation of fire and smoke, construction components must meet the performance requirements as indicated in BD Article Limiting value The limiting values can be provided by Ministerial Decree. Method of determination The performance is determined in accordance with the method/methods of determination referred to in the Ministerial Decree. Admission investigation/attest-with-product certificate No statements are made in the attest-with-product certificate. This article is only included as information in the contet of the duty to care and report. RESTRICTION OF PROPAGATION OF FIRE; BD SECTION 2.10 (OPTIONAL) Resistance to fire propagation and fire flashover; BD Article 2.84 The resistance against fire propagation and fire flashover shall comply with the performance requirements as given in BD Article 2.84, subs 1-3/6-7 for dwellings/residential buildings and subs 1/4-7 for other buildings. Limiting value The limiting value for the resistance against fire propagation and fire flashover is determined by the resistance against fire propagation of a façade opening as referred to in NEN This fire propagation depends on the radiation flu in the normative observation point determined according to NEN In section 6.3 of this standard, it has been determined that a façade part with a fire resistance of at least 30 minutes in relation to the separating function does not represent a façade opening. This also applies in case the fire propagation and fire flashover requirement is 60 minutes. In case of a movable construction component in an eterior partition construction, the requirement of self-closing does not apply. Method of determination The resistance to fire propagation and fire flashover is determined according to NEN Eplanation fire propagation and fire flashover requirement The resistance against fire propagation and fire flashover according to NEN 6068 between two fire compartments, to an enclosed space through which an etra protective escape route is led towards a non-enclosed safety escape route, a requirement relating to the resistance against fire propagation and fire flashover applies and must meet the performance requirements laid down. The resistance against fire propagation is epressed in multiples of 30 minutes, according to NEN 6068, Art Admission investigation/attest-with-product certificate If desired, the fire resistance of a wooden eterior door, as it has been determined based on tests performed by an authorised laboratory, is included in the attest-with-product certificate. Also, it is indicated whether the fire resistance concerns the direction inside to outside, outside to inside, or both directions.

11 Wooden eterior doors Page 11 of 55 FURTHER RESTRICTION OF THE PROPAGATION OF FIRE AND RESTRICTION OF THE DISTRIBUTION OF SMOKE; BD SECTION 2.11 (OPTIONAL) Resistance to fire propagation, fire flashover and smoke penetration; BD Article 2.94 The resistance against fire propagation and fire flashover shall comply with the performance requirements as given in BD Article 2.94, subs 2-3. Limiting value The resistance against fire propagation and fire flashover from a sub-fire compartment to another room in the fire compartment containing a sub-fire compartment as referred to in BD Article 2.93 shall be at least 30 minutes. A Ministerial Decree may put additional requirements on the (resistance against) smoke penetration. Method of determination The resistance to fire propagation and fire flashover is determined according to NEN Admission investigation/attest-with-product certificate The attest-with-product certificate may provide the resistance against fire propagation and fire flashover in application eamples. No statements are made in the attest-with-product certificate concerning the resistance against smoke penetration. This is only included as information in the contet of the duty to care and report. ANTI-BURGLARY SECURITY; BD SECTION 2.15 (OPTIONAL) Scope; BD Article Doors, windows and frames applied in dwellings and residential buildings, which are prone to burglary, shall comply with the performance requirements as given in BD Article Limiting value The anti-burglary security shall meet resistance class 2. Method of determination The etent to which an element is prone to burglary is determined according to NEN 5087 and the resistance class is determined according to NEN Admission investigation/attest-with-product certificate The attest-with-product certificate may provide the resistance class in application eamples. 3.2 Technical building regulations regarding health PROTECTION AGAINST NOISE FROM OUTSIDE; BD SECTION Noise from outside; BD Article 3.2 An eterior partition construction shall comply with the performance requirements as given in BD Article 3.2. Limiting value The typical noise abatement of an eterior separation construction is at least 20 db. Method of determination The typical noise abatement is determined according to NEN 5077.

12 Wooden eterior doors Page 12 of 55 Note: The typical sound insulation of the building structures is to be determined according to NEN The noise abatement performance of windows, doors, frames and similar construction components are to be determined according to EN-ISO in conformity with Article 4.11 of NEN-EN Also, the typical noise abatement of a wooden eterior door, installed in a frame, must meet the minimum limiting value according to this Article. As a result, the contribution of the wooden eterior door, installed in a frame, to the typical noise abatement will at least be equivalent to the limiting value at building level according to the NEN Admission investigation/attest-with-product certificate The attest-with-product certificate mentions as eamples of application of the wooden eterior doors the value for the sound insulation for the standard eterior noise (R A ) Industrial, road or rail noise; BD Article 3.3 An eterior partition construction shall comply with the performance requirements as given in BD Article 3.3, subs 1/3-4 for dwellings/residential buildings and subs 1-4 for other buildings. Limiting values 1) The typical noise abatement of an eterior separation construction of an accommodation area will not be smaller than the difference between the highest admissible noise load for industrial, road or rail noise, as referred to in the higher-values decree, and 35 db(a) in case of industrial noise, or 33 db in case of road or rail noise. 2) The typical noise abatement of an eterior separation construction of a bed area will not be smaller than the difference between the highest admissible noise load for industrial, road or rail noise, as referred to in the higher-values decree, and 30 db(a) in case of industrial noise, or 28 db in case of road or rail noise. 3) The typical noise abatement of a separation construction of an accommodation room shall be maimum 2 db or db(a) less than the typical noise abatement of the accommodation area that includes the accommodation room, as referred to above. Method of determination The typical noise abatement is determined according to NEN Note: The typical sound insulation of the building structures is to be determined according to NEN The noise abatement performance of windows, doors, frames and similar construction components are to be determined according to EN-ISO in conformity with Article 4.11 of NEN-EN Also, the typical noise abatement of a wooden eterior door, installed in a frame, must meet the minimum limiting value according to this Article. As a result, the contribution of the wooden eterior door, installed in a frame, to the typical noise abatement will at least be equivalent to the limiting value at building level according to the NEN Admission investigation/attest-with-product certificate The attest-with-product certificate states as eamples of application the contribution of the wooden eterior doors to the typical noise abatement Aviation noise; BD Article 3.4 (optional) An eterior partition construction shall comply with the performance requirements as given in BD Article 3.4, subs 1-4. Limiting values 1) The typical noise abatement of an eterior separation construction will not be smaller than 30 db. 2) The typical noise level in an accommodation area will be a maimum of 33 db. 3) The typical noise abatement of a separation construction of an accommodation room shall be maimum 2 db or db(a) less than the typical noise abatement of the accommodation area that includes the accommodation room, as referred to above. Method of determination The typical noise abatement is determined according to NEN Note: The typical sound insulation of the building structures is to be determined according to NEN The noise abatement performance of windows, doors, frames and similar construction components are to

13 Wooden eterior doors Page 13 of 55 be determined according to EN-ISO in conformity with Article 4.11 of NEN-EN Also, the typical noise abatement of a wooden eterior door, installed in a frame, must meet the minimum limiting value according to this Article. As a result, the contribution of the wooden eterior door, installed in a frame, to the typical noise abatement will at least be equivalent to the limiting value at building level according to the NEN Admission investigation/attest-with-product certificate The attest-with-product certificate states as eamples of application the contribution of the wooden eterior doors to the typical noise abatement. NOISE ABATEMENT BETWEEN ROOMS; BD SECTION 3.4 (OPTIONAL) Other plot; BD Article 3.16 The typical airborne noise level and the weighted contact noise level for noise transfer shall comply with the performance requirements as given in BD Article 3.16, subs 1-4. Limiting value The typical airborne noise level difference will not be smaller than 47 db and the weighted contact noise level will not eceed 59 db in case of dwellings/residential buildings or 64 db in case of other buildings. Method of determination The typical airborne noise level difference and the weighted contact noise level are determined according to NEN Note: The typical airborne noise level difference and the weighted contact noise level are determined according to NEN The noise abatement performance of windows, doors, frames and similar construction components are to be determined according to EN-ISO in conformity with Article 4.11 of NEN-EN Also, the contribution to the typical airborne noise level difference and the weighted contact-noise level of a wooden eterior door, installed in a frame, must meet the minimum limiting value according to this Article. As a result, the contribution of the wooden eterior door, installed in a frame, to the typical airborne noise level difference and the weighted contact noise level will at least be equivalent to the limiting value at building level according to the NEN Admission investigation/attest or Attest-with-product certificate The attest or attest-with-product certificate may list the typical airborne noise level difference and the weighted contact noise level Different user functions in the same plot; BD Article 3.17 The typical airborne noise level and the weighted contact noise level for noise transfer shall comply with the performance requirements as given in BD Article 3.17, subs 1-4 for dwellings, subs 1-4/6-7 for residential buildings, and subs 1-5 for other buildings. Limiting value The typical airborne noise level difference will not be smaller than 47 db and the weighted contact noise level will not eceed 59 db in case of dwellings/residential buildings or 64 db in case of other buildings. Method of determination The typical airborne noise level difference and the weighted contact noise level are determined according to NEN Note: The typical airborne noise level difference and the weighted contact noise level are determined according to NEN The noise abatement performance of windows, doors, frames and similar construction components are to be determined according to EN-ISO in conformity with Article 4.11 of NEN-EN Also, the contribution to the typical airborne noise level difference and the weighted contact-noise level of a wooden eterior door, installed in a frame, must meet the minimum limiting value according to this Article. As a result, the contribution of the wooden eterior door, installed in a frame, to the typical airborne noise level difference and the weighted contact noise level

14 Wooden eterior doors Page 14 of 55 will at least be equivalent to the limiting value at building level according to the NEN Admission investigation/attest or Attest-with-product certificate The attest or attest-with-product certificate may list the typical airborne noise level difference and the weighted contact noise level. EXCLUSION OF MOISTURE; BD SECTION Eclusion of moisture from outside; BD Article 3.21 Eterior separation constructions shall comply with the performance requirements as given in BD Article 3.21, sub 1. Limiting value Eterior separation constructions have to be watertight. Method of determination The watertightness is determined according to NEN Remark The watertightness of wooden eterior doors, installed in a frame, may be determined according to NEN-EN 1027, whereby the required limiting value for the occurring thrust, as referred to in table 2 of NEN 2778, is normative for the required testing pressure whereby no water leakage may occur. The results of this testing method represent a performance that is at least comparable to the results, determined according to NEN Admission investigation/attest-with-product certificate The attest-with-product certificate states as eamples of application the maimum testing pressure, whereby the wooden eterior door, installed in a frame, is still watertight. REDUCING THE PRESENCE OF HAZARDOUS SUBSTANCES AND IONISING RADIATION; BD SECTION Materials; BD Article 3.63 Materials that may release toic or disturbing substances or which may produce ionising radiation shall comply with the performance requirements as given in BD Article 3.63, sub 1. Limiting value Limiting values can be provided under Ministerial Decree. Method of determination The methods of determination may be provided under Ministerial Decree. Admission investigation/attest-with-product certificate No statements are made in the attest-with-product certificate. This article is only included as information in the contet of the duty to care and report. 3.3 Technical building regulations regarding usability ACCESSIBILITY; BD SECTION Free passage; BD Article 4.22 A free passage shall comply with the performance requirements as given in BD Article 4.22, sub 1. Limiting value A passage and lift access must have a free width of at least 0.85 m and a free height of at least 2.3 m. Remark When used in eisting buildings, the doors depend on the structural frame that is present and may deviate from the required measurements.

15 Wooden eterior doors Page 15 of 55 Admission investigation/attest-with-product certificate The attest-with-product certificate gives the measurements of the free passage for application eamples Differences in height; BD Article 4.27 (optional) Differences in height in a route shall comply with the performance requirements as given in BD Article 4.27, sub 3 for dwellings, subs 1-4 for residential buildings, and sub 1 for other buildings. Limiting value If a door with a frame is delivered, the threshold height must not eceed 0.02 m. Admission investigation/attest-with-product certificate The attest-with-product certificate may provide application eamples that meet the set requirements. EXTERIOR SHED, NEW ESTATE; BD SECTION Rain-resistant; BD Article 4.32 The eterior separation construction of a shed as referred to in Article 4.31 is to be rain-resistant as determined according to NEN Limiting value A door is determined to be rain-resistant according to NEN Admission investigation/attest-with-product certificate The attest-with-product certificate indicates that the requirements laid down are complied with. 3.4 Technical building regulations regarding energy efficiency and the environment ENERGY EFFICIENCY; BD SECTION Thermal insulation; BD Article 5.3 The heat transmission coefficient of wooden eterior doors shall comply with the performance requirements as given in BD Article 5.3, sub 4. Limiting value The heat transmission coefficient of windows, doors, frames, etc will not eceed 1.65 W/m 2.K. Method of determination The heat transmission coefficient is determined according to NEN Admission investigation/attest-with-product certificate The attest-with-product certificate specifies the heat transmission coefficient of the wooden eterior doors Air volume flow; BD Article 5.4 The air volume flow of the whole of accommodation rooms, toilets and bathrooms shall comply with the performance requirements as given in BD Article 5.4, sub 1 for dwellings/residential buildings and sub 2 for other buildings. Limiting value The air volume flow shall not eceed 0.2 m 3 /s. Method of determination The air volume flow is determined according to NEN Remark The air permeability of wooden eterior doors, installed in a frame, may be determined according to the testing method referred to in Section of this AD. The results of this testing method represent a performance that is at least comparable to the results, determined according to NEN 2686.

16 Wooden eterior doors Page 16 of 55 Admission investigation/attest-with-product certificate The attest-with-product certificate provides the contribution of the air volume flow.

17 Wooden eterior doors Page 17 of 55 4 PERFORMANCE REQUIREMENTS PERTAINING TO PRIVATE LAW, ATTESTATION INVESTIGATION AND QUALITY DECLARATION 4.1 Strength and rigidity of the door Limiting value The door may not succumb or have a greater permanent deformation than 0.3 mm when tested according to Section of this AD. Attestation investigation It is investigated whether the wooden eterior door meets this requirement. Attest-with-product certificate The attest-with-product certificate states that the door panel is resistant against fracture load of 10 kn. In addition, it is stated that the permanent form change is 0.3 mm. 4.2 Additional requirement for connections of stacked lintel constructions in relation to Section Limiting value The watertightness of the connections between the components that comprise a stacked lintel construction, determined according to Section 9.2 of this AD, is to be watertight up to a testing pressure of 300 Pa. Attestation investigation It is investigated whether the wooden eterior door meets this requirement. Attest-with-product certificate The attest-with-product certificate states that the above requirements have been met. 4.3 Form stability Limiting value Taking into account the allowed curvature and twist during the user phase, a door must retain a form stability that will ensure permanent compliance with the requirements concerning airtightness and watertightness, noise and burglary resistance, ease of use, etc. Method of determination Form stability is determined according to NEN-EN 1121 and is described in Section Attestation investigation It is investigated whether the form change stated by the applicant agrees with one of the classes according to table 1 below. Table 1: Classes relating to the resistance against curvature and twist of the closing side of the door perpendicular to the door pane, determined according to NEN-EN Class Requirements in mm according to NEN-EN Maimum curvature in mm to be epected in practice, determined according to NEN-EN None > 8 I II III 0-2 4

18 Wooden eterior doors Page 18 of 55 Attest-with-product certificate The attest-with-product certificate gives the performance of the door according to notation of NEN- EN in classes of curvature and twist of the closing end of the door. The door should at least meet class I. 4.4 Eclusion of moisture from outside Limiting value Wooden doors for buildings not intended for dwelling purposes (such as garage doors and shed doors), installed in a frame, should at least be rain-resistant. Method of determination The rain resistance is determined according to NEN Eplanation: A separation construction is rain-resistant according to NEN 2778 if, after four hours of testing without any air-pressure difference across the construction, no water is visible on the inside of the separation construction. Attestation investigation Checks are performed to establish whether the performance is correct. Attest-with-product certificate The attest-with-product certificate gives eamples of application that are rain-resistant.

19 Wooden eterior doors Page 19 of 55 5 PRODUCT/PRODUCTION REQUIREMENTS 5.1 Form tolerances: door panel without frame Doors are delivered in the definitive dimensions, whereby the following tolerances are permitted Curvature and twisting The maimum curvature permitted amounts to 3 mm upon delivery, measured according to NEN- EN Squareness of the corners The lengths of the diagonals of the door, with the eception of measured doors, may not differ more than 1 mm increased with 0.5 mm/m diagonal length or part thereof, with a maimum of 2 mm Deviations of the nominal door measurements Determined according to NEN-EN 951 for height and width of doors +/- 1 mm Nominal measurements for thickness Determined according to NEN-EN 951 for the thickness: +/- 1.0 mm. 5.2 Stiles and lintels Stiles and lintels of softwood, with the eception of western red cedar and redwood, have to be optimised according to AD 2902 and/or be finger-jointed according to AD Oregon pine may be applied in solid form as quarter-sawn Oregon pine. In this contet, quarter-sawn is understood to be: timber of which the interior angle of the growth rings in relation to the width of the timber is 90º ± 30º. 5.3 Finishing of the edges The finishing of the edges on the outside of the door must be such that the durability of the coating is guaranteed. This may be demonstrated by tests in accordance with Section 9.1.5, whereby no faults in the finishing of the edges may occur, or by basing the results on the code of practice below: - the outer radius at the top of the horizontal parts, with the eception of the frame head, should be at least 4 mm. In addition to lintels, this also applies to frames and glass beads; - other radii of stiles and lintels must be rounded off on the outside (eposed to weather influences), whereby the radius must be at least 3 mm. On the inside, profiles may be rounded off; bevelled edges of appro 3 mm may be applied. 5.4 Joints Joints must be closed and remain closed. Joints in (solid) doors must be made in such a way that: no water penetration is to take place in accordance with Section 9.2; the strength and rigidity requirements are tested and met according to Section 9.1.1; no capillary seams occur after testing in accordance with Section If eplicit requirements are included in AD 0819 concerning the joining techniques of wooden eterior doors, these requirements apply. 5.5 Assembled constructions (flat doors and sandwich panels) The frame should be composed of timber types in accordance with Section When determining the minimum width of the frame timber, the mounting of locks and hinges has to be taken into consideration. The prescribed screw lengths must be accommodated completely by the frame timber. The cladding, frame and filling are to form one whole. For the adhesives to be applied, please refer to Section Sealing of cross-cut ends All cross-cut ends that are eposed directly to the outdoor climate during the user phase and/or eecution phase have to be protected against water penetration. To achieve this, the coating system used by the manufacturer is to be tested on the water permeability requirements according to SKH Publication and the whole door must pass the capillary seams test according to Section If it is not demonstrated that the system meets the requirements, the cross-cut ends are to be sealed using a product, which, according to the basis for assessment for sealers for the timber

20 Wooden eterior doors Page 20 of 55 industry (SKH Publication 04-01), has been demonstrated to be suitable for this application. Sealing of cross-cut ends of timber is defined as follows: The treatment of the cross-sections of timber (including edge covers, glass openings, letter-bo slots, key holes, nosing sills) or the edges of sheet material (including the edges of panels, etc) to protect the material against the penetration of moisture. 5.7 Repairs Small irregularities in timber are to be filled with a repair agent or filler that complies with the requirements as stated in section Refer to SKH Publication for permitted products. For the permitted small irregularities, refer to the Appendi General Quality Requirements for Frame Timber, Window Timber and Door Timber in SKH Publication No repairs are allowed on those faces that will be permanently visible when using a transparent finish. Repairs are however allowed in rebates that are not visible. 5.8 Milling in/milling around To determine the location of hinges and the hole for the door handle (unless otherwise agreed upon), please refer to Figures 1 and 2 of Appendices 1 and 2. For the milling in of burglary-resistant locks and hinges, please refer to the SKH Publication and the processing instructions of the manufacturer/suppliers of these products. The position of the millings-in is indicated in mm (+/- 1 mm). On the closing side, doors are superficially planed towards the stop edge. The angle of planing is to be 3 o ± 0.5 o from a door width of 600 mm; in case of narrower doors, the angle of planing is 4.5 o ± 0.5 o. 5.9 Glazing Glazing of doors must be in accordance with NEN-EN and NEN-EN-ISO 14439; only glazing from the inside is permitted. Note that the glass plus one-sided sealing must fall within the rebate depth. Window panes are to be glazed according to the performance requirements of the NEN Letter-bo slots Letter-bo slots or letterboes shall comply with NEN Visual assessment of a door panel After mounting and topcoating, the door panel must comply with SKH Publication Visual Assessment of a Door Panel Supplementary conditions Concept I Primer system The primer system shall comply with the requirements laid down in AD The requirements for the primer system, as included in AD 0814, are considered to be met if the primer system is applied according to the code of practice as included in Appendi 5, or if it meets the performance listed in Appendi 4.

21 Wooden eterior doors Page 21 of Glazing of assembled flat doors To prevent penetration by water or the capillary effect to the door panel during the construction phase, assembled flat doors are glazed e factory by or under responsibility of the certificate holder. Assembled flat doors that are demonstrably construction-phase proof can be glazed on the building site under responsibility of the door manufacturer. A flat door is demonstrably construction-phase proof if after 24 cycles, according to the accellerated weathering test in Section (rather than the 6 cycles described in Section 9.1.5), no capillary seams are observed from the glass opening Protection at the building site of assembled flat doors Protection at the building site, by means of processing instructions, is to be realised in consultation with the client Supplementary conditions Concept II Undercoat system The wooden eterior doors have to be provided with an undercoat system. The undercoat system shall comply with the requirements laid down in AD The requirements for the primer system, as included in AD 0817, are considered to be met if the primer system is applied according to the code of practice as included in Appendi 5, or if it meets the performance listed in Appendi Glazing of assembled flat doors To prevent penetration by water or the capillary effect to the door panel during the construction phase, assembled flat doors are glazed e factory by or under responsibility of the certificate holder. Assembled flat doors that are demonstrably construction-phase proof can be glazed on the building site under responsibility of the door manufacturer. A flat door is demonstrably construction-phase proof if after 24 cycles, according to the accellerated weathering test in Section (rather than the 6 cycles described in Section 9.1.5), no capillary seams are observed from the glass opening Millings-in for locks and hinges and metalwork The wooden eterior doors are to be provided with millings-in for locks and hinges and metalwork by the certificate holder, according to Section Protection at the building site Protection at the building site, by means of processing instructions, is to be realised in consultation with the client Supplementary conditions Concept III Millings-in for locks and hinges and metalwork The wooden eterior doors are to be provided with millings-in for locks and hinges and metalwork by the certificate holder, according to Section Topcoat system The wooden eterior doors have to be provided with a topcoat system. The topcoat system shall comply with the requirements laid down in AD The requirements for the primer system, as included in AD 0817, are considered to be met if the primer system is applied according to the code of practice as included in Appendi 5, or if it meets the performance listed in Appendi Glazing The wooden eterior doors shall be glazed e factory by or under responsibility of the certificate holder, according to Section Mounting of locks and hinges and metalwork The wooden eterior doors are to be provided at the factory with millings-in for locks and hinges and metalwork by or under responsibility of the certificate holder, according to Section Hanging of wooden eterior doors The wooden eterior doors are to be hung by or under responsibility of the certificate holder according to the requirements as included in AD 808.

22 Wooden eterior doors Page 22 of Protection at the building site Protection at the building site, by means of processing instructions, is to be realised in consultation with the client Storage and transport The storage and transport of the doors shall take place in such a way that the properties of the product are not detrimentally affected Fire-resistant doors Fire-resistant doors according to Sections and can be delivered in Concepts I, II and III Supplementary conditions Concept I The fire-resistant doors are to be accompanied by the appropriate processing instructions Supplementary conditions Concept II For fire-resistant eterior doors according to Sections and in Concept II, the following additional (Concept I) conditions apply: Mounting of the glass (if the weight of the glass does not allow glazing, this may take place during the hanging on the building site under responsibility of the door manufacturer); mounting of locks and hinges e factory; mounting of door pins e factory; inclusion in the delivery of fire-resistant materials for locks and hinges; mounting of a spy eye and/or fire-resistant grating (if applicable) Supplementary conditions Concept III For fire-resistant eterior doors according to Sections and in Concept III, the following additional (Concept I and Concept II) conditions apply: - certificate holder is to check whether the door-frame connection meets the tested construction according to (fire) test reports.

23 Wooden eterior doors Page 23 of 55 6 REQUIREMENTS WITH REGARD TO MATERIALS Materials not included in this chapter shall comply with the relevant standards or AD based upon their field of application. 6.1 Timber General Timber for use in wooden eterior doors shall comply with the requirements as laid down in the assessment basis Timber Species for Use in Joinery; Requirements for Admission and Methods of Determination (see SKH Publication 97-04). Timber species listed in SKH Publication comply with the requirements laid down. In deviation of the SKH Publication 99-05, timber species with a non-consecutive contraction class may not be combined in the one door, unless inspection has demonstrated that the tests according to Chapter 9 are complied with Timber for stiles and lintels Timber for stiles and lintels shall comply with the quality requirements as laid down in SKH Publication Timber for glass bars Glass bars must be fault-free according to NEN 5461; for other requirements, refer to SKH Publication (movable parts) Timber for glazing beads and rebates The timber must be fault-free according to NEN 5461; for other requirements, refer to SKH Publication (movable parts) Requirements for dowels Dowels shall comply with the requirements as laid down in AD 2908 Wooden dowels Timber for frameworks in flat/assembled doors The edging timber for a flat door must at least meet durability class 3, in conformity with NEN-EN 350-2, as well as the other quality requirements as described in SKH Publication (movable parts) Filling wood for flat/assembled doors Deviating requirements for filling wood compared to SKH Publication The requirements as stated in SKH Publication do not apply to filling wood, with the eception of fungal attack. 6.2 Moisture content For solid doors, refer to SKH Publication Timber for frameworks, glued-in strips, wood blocks, etc for flat doors: 12 ± 2% Glazing beads and rebates for the outside, refer to SKH Publication 99-05; for the inside, ma. 16%. 6.3 Optimised timber Optimised timber for doors shall comply with the requirements laid down in AD Finger-jointed timber Finger-jointed timber for doors shall comply with the requirements laid down in AD Modified timber Modified timber shall comply with the requirements laid down in AD Sheet material Final veneering using decorative laminates is only permitted using inserted laminates and if these are glued directly onto the sheet material in a press especially equipped for this purpose. The bonding must meet NEN-EN-314-1, class Plywood Plywood for doors shall comply with the requirements of AD Class C for transparent finishing