PRODUCT SHEET 1 PARKLEX FACADE WALL CLADDING PANEL

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1 Composites Gurea S.A. P.I. Alkaiaga C/Baldrun s/n Vera de Bidasoa Navarra Spain Tel: Fax: website: Agrément Certificate No 08/4573 PRODUCT SHEET 1 PARKLEX FACADE WALL CLADDING PANEL PRODUCT SCOPE AND SUMMARY OF CERTIFICATE This Certificate of Confirmation relates to the Parklex Facade Wall Cladding Panel for use as a protective/ decorative façade over the external walls of buildings. AGRÉMENT CERTIFICATION INCLUDES: factors relating to compliance with Building Regulations where applicable factors relating to additional non-regulatory information where applicable independently verified technical specification assessment criteria and technical investigations design considerations installation guidance regular surveillance of production formal three-yearly review. KEY FACTORS ASSESSED Practicability of installation the product is suitable for installation by cladding contractors providing they have undergone suitable training (see section 4). Strength and stability the product can be incorporated in a cladding system designed to resist wind loads normally encountered in the UK (see section 5). Behaviour in relation to fire the product can be incorporated in a construction meeting regulatory requirements (see section 6). Air and water penetration baffled vertical and horizontal joints between the panels will minimise water entering the cavity. Any water collecting in the cavity will be removed by drainage and ventilation (see section 7). Maintenance damaged panels may be replaced individually without disturbing adjacent ones (see section 8). Durability in normal UK conditions, the product should have a service life in excess of 30 years (see section 9). The BBA has awarded this Agrément Certificate for the Parklex Facade Wall Cladding Panel to Composites Gurea S.A. as fit for its intended use provided it is installed, used and maintained as set out in this Agrément Certificate. On behalf of the British Board of Agrément Date of First issue: 15 July 2008 Head of Approvals Engineering Chief Executive The BBA is a UKAS accredited certification body Number 113. The schedule of the current scope of accreditation for product certification is available in pdf format via the UKAS link on the BBA website at Readers are advised to check the validity and latest issue number of this Agrément Certificate by either referring to the BBA website or contacting the BBA direct. British Board of Agrément tel: Bucknalls Lane fax: Garston, Watford mail@bba.star.co.uk Herts WD25 9BA 2008 website: Page 1 of 8

2 Regulations In the opinion of the BBA, the Parklex Facade Wall Cladding Panel, if used in accordance with the provisions of this Certificate, will meet, or contribute to meeting, the relevant Requirements and Regulations of the following Building Regulations: The Building Regulations 2000 (as amended) (England and Wales) Requirement: A1 Loading The product is acceptable for use as set out in sections 3.2 and 5.1 to 5.10 of this Certificate. Requirement: B4(1) External fire spread The product is judged to meet the Class 0 requirements. See sections 6.1 to 6.9 of this Certificate. Requirement: C2(b)(c) Resistance to moisture The product will meet the stated requirements. See sections 7.1 to 7.4 of this Certificate. Requirement: Regulation 7 Materials and workmanship The product is acceptable. See sections 9.1 and 9.2 and the Installation part of this Certificate. The Building (Scotland) Regulations 2004 (as amended) Regulation: 8(1)(2) Fitness and durability of materials and workmanship The use of the product satisfies the requirements of this Regulation. See sections 8.1 to 8.3 and 9.1 and 9.2 and the Installation part of this Certificate. Regulation: 9 Building standards construction Standard: 1.1(a)(b) Structure The product is acceptable, with reference to clauses (1)(2), (1)(2) and (1)(2). See sections 3.2 and 5.1 to 5.10 of this Certificate. Standard: 2.4 Cavities The panels, when used in conjunction with fire-resistant materials, can meet this Standard, with reference to clauses (1)(2), (1)(2), (1)(2) and (1)(2). See section 6.9 of this Certificate. Standard: 2.6 Spread to neighbouring buildings The product can contribute to satisfying this Standard, with reference to clauses (1)(2), (1) and (2). See sections 6.1 to 6.9 of this Certificate. Standard: 2.7 Spread on external walls The product can contribute to satisfying this Standard, with reference to clause (1)(2). See sections 6.1 to 6.9 of this Certificate. Standard: 3.10 Precipitation The product will contribute to meeting this Standard, with reference to clauses (1)(2) to (1)(2), (1)(2) and (1)(2). See sections 7.1 to 7.4 of this Certificate. (1) Technical Handbook (Domestic). (2) Technical Handbook (Non-Domestic). The Building Regulations (Northern Ireland) 2000 (as amended) Regulation: B2 Fitness of materials and workmanship The product is acceptable. See sections 9.1 and 9.2 and the Installation part of this Certificate. Regulation: B3(2) Suitability of certain materials The product is acceptable. See sections 8.1 to 8.3 of this Certificate. Regulation: C4 Resistance to ground moisture and weather The product will contribute to meeting this Regulation. See sections 7.1 to 7.4 of this Certificate. Regulation: D1 Stability The product is acceptable as set out in sections 3.2 and 5.1 to 5.10 of this Certificate. Regulation: E5 External fire spread The product is judged to meet the Class 0 requirements. See sections 6.1 to 6.9 of this Certificate. Construction (Design and Management) Regulations 2007 Construction (Design and Management) Regulations (Northern Ireland) 2007 Information in this Certificate may assist the client, CDM co-ordinator, designer and contractors to address their obligations under these Regulations. See section: 8 Maintenance (8.3). Page 2 of 8

3 Non-regulatory Information NHBC Standards 2007 NHBC accepts the use of the Parklex Facade Wall Cladding Panel, installed and used in accordance with this Certificate, as meeting the requirements of the NHBC Standards, Chapter 6.9 Curtain walling and cladding. Zurich Building Guarantee Technical Manual 2007 In the opinion of the BBA there is no information in this Certificate relating to the requirements of the Zurich Building Guarantee Technical Manual. General This Certificate relates to the Parklex Facade Wall Cladding Panel which is made of high-pressure laminate material (HPL) and can be fixed to a timber or metal sub-frame to provide a decorative/protective façade over the external walls of buildings. The sub-frame and its attachment to the substrate wall are outside the scope of this Certificate as are other miscellaneous construction details. It is important for designers, planners, contractors and/or installers to ensure that the installation of the cladding is in accordance with the Certificate holder s instructions and the information given in this Certificate. The product is manufactured in Spain and marketed in the UK by Vision Associates, Demita House, North Orbital Road, Denham, Buckinghamshire UB9 5EY. Tel: , Fax: , marc@visionassociates.co.uk website: This Certificate is a Confirmation of the French Agrément No 2/ issued by the CSTB (1) to Composites Gurea S.A. (1) Centre Scientifique et Technique du Bâtiment. Technical Specification 1 Description 1.1 The Parklex Facade Wall Cladding Panel is made of wood-fibre layers and thermosetting resins compressed at high pressure and temperature to form a high pressure laminate (HPL) panel and can be fixed to timber or metal subframe to provide a decorative/protective façade over the external walls of buildings. 1.2 The panel is manufactured in standard dimensions of 1220 mm by 2440 mm in 6 mm, 8 mm, 10 mm, 12 mm and 14 mm thicknesses (1), and is available in more than five natural timber finishes. 1.3 The panel material has a mean density of 1350 kgm The panels are fixed to the timber sub-frame using stainless steel screws and to the aluminium sub-frame using aluminium rivets with stainless steel mandrel (see Figure 1). 1.5 Production control is by self inspections regularly monitored by CSTB who are ultimately responsible for ensuring that product quality is maintained. (1) Other thicknesses available to order. 2 Delivery and site handling 2.1 The panels are delivered on pallets with the external face protected with a layer of polyethylene film. Every panel carries an imprint bearing the manufacturer s name and production batch number and a label bearing the BBA identification mark incorporating the number of this Certificate. 2.2 The pallets should be stored on a dry flat and level surface and protected from the weather at all times. To prevent distortion, they should never be stacked upright or angled to one side. 2.3 The panels should be handled with care to avoid damage. They should be lifted off rather than slid across each other. 2.4 The protective film on the panels should not be exposed to extremes of temperature and should be removed immediately after installation. Assessment and Technical Investigations The following is a summary of the assessment and technical investigations carried out on the Parklex Facade Wall Cladding Panel. Page 3 of 8

4 Design Considerations 3 General 3.1 The Parklex Facade Wall Cladding Panel can be incorporated in back ventilated and drained cladding systems. The cavity behind the cladding should be as wide as possible, with a minimum ventilation area of 100 cm 2 per metre run of cladding (see section 7). The ventilation openings should be suitably protected, or baffled, to prevent the ingress of birds, vermin and rain. 3.2 The wall and the sub-frame to which the cladding is fixed should be structurally sound and constructed in accordance with the requirements of the relevant building regulations and national standards. 3.3 The wall to which the cladding is fixed should be watertight and resistant to the transmission of sound. 3.4 The insulation behind the cladding should be suitably fixed to the supporting wall, and protected, to resist the forces of wind suction. Insulation should be of a rigid type (eg boards or batts). The ventilation pathway behind the cladding must not be allowed to become blocked nor the insulation dislodged where it may be vulnerable to wetting. 3.5 To allow for expansion, a minimum gap of 2.5 mm per metre length between adjacent boards should be provided. For the standard panel size, a minimum gap of 8 mm between boards should be adequate. 3.6 All design aspects of the installation should be checked by a suitably qualified chartered engineer or other appropriately qualified person. 4 Practicability of installation The product is suitable for installation by cladding contractors provided they have undergone suitable training. The Certificate holder can provide advice on installation if required. 5 Strength and stability Wind loading 5.1 Allowable wind pressures (positive or negative) for two different stud spacings, using the specified screw (see Figure 1) at 20 mm to 25 mm edge distance, are presented in Tables 1 and 2. Figure 1 Fastener details material: stainless steel A2 to DIN mm diameter 12 mm diameter screw (TW-S) for fixing to timber sub-frames L mandrel material: stainless steel A2 to DIN sleeve: aluminium ALMg5 14 mm diameter (AP14) 16 mm diameter (AP16) 2.7 mm diameter 4.8/5.0 mm diameter 1.5 mm rivets (AP14 or AP16) for fixing to aluminium sub-frames L Page 4 of 8

5 Table 1 Allowable wind pressures (Pa) 600 mm stud spacing Fixings layout (1) Panel Fixing centres along studs V x H thickness (mm) (mm) x , 12, n x , 12, x n , 12, 14 > n x n , 12, (1) V = vertical, H = horizontal, n = number of fixings 3. Table 2 Allowable wind pressures (Pa) 400 mm stud spacing Fixings layout (1) Panel Fixing centres along studs V x H thickness (mm) (mm) x >3000 > , 12, 14 >3000 >3000 > n x , 12, x n 6 > >3000 > , 12, 14 >3000 >3000 > n x n , 12, 14 > (1) V = vertical, H = horizontal, n = number of fixings 3. Table 3 Fixing pull-out values (1) (N) Panel thickness Fixing centres (2) Fixing positions (mm) (mm) middle edge corner 6, , 12, (1) These pull-out values are valid only for the specified screw with a 25 mm minimum embedment in timber. (2) For intermediate fixing centres, linear interpolation may be used. 5.2 A cladding system incorporating the panel, of 8 mm thickness or greater; fixed onto aluminium, vertical support rails at 600 mm maximum centres using the specified rivets (see Figure 1) at 600 mm centres; can resist all wind pressures likely to be normally experienced in the UK. 5.3 The panels should be fixed to timber sub-frames using the specified screws or to aluminium sub-frames using the specified rivets (see Figure 1). When checking the design, pull-out values shown in Table 3 should be used. Fixings should be positioned at no less than 20 mm or greater than 40 mm from the panel edge. 5.4 When calculating wind loads at corners, higher pressure coefficients should be used, as recommended in the appropriate Standards. 5.5 The design of the sub-frame should be in accordance with the relevant codes and standards and should be such as to limit mid-span deflections to L/200 and cantilever deflections to L/ The sub-frame to supporting wall attachment should have adequate pull-out resistance against wind suction. 5.7 A suitably qualified engineer must check the design and installation of the cladding system. 5.8 The supporting wall must be able to take the full wind, as well as any racking, loads on its own. No contribution from the cladding may be assumed in this regard. Page 5 of 8

6 5.9 Wind loads should be calculated in accordance with BS EN : 2005 and BS : Impact loading 5.10 Impact resistance is generally a function of the support frame arrangement and the panel thickness. An 8 mm thick test sample, on battens at 600 mm centres, when subjected to soft and hard body impact loads, performed satisfactorily. The product, therefore, can be used in cladding systems designed for location categories B to F, as defined in Table 2 of BS 8200 : Behaviour in relation to fire 6.1 A 13 mm thick sample of Parklex Facade F Ambar, when tested for reaction to fire, achieved a fire propagation index (I) of 3.5 in accordance with BS : 1989 and surface spread of flame Class 1 in accordance with BS : A 10 mm thick sample of Parklex Facade F Copper, when tested for reaction to fire, achieved a fire propagation index (I) of 4.6 in accordance with BS : 1989 and surface spread of flame Class 1 in accordance with BS : A 6 mm thick sample of Parklex Facade F Gold, when tested for reaction to fire, achieved a fire propagation index (I) of 6.0 in accordance with BS : 1989 and surface spread of flame Class 1 in accordance with BS : Following on from the test results given in sections 6.1 to 6.3, in relation to the national Building Regulations, the products may be regarded as having: England and Wales Class 0 surface Approved Document B Scotland Low risk material Annexes 2C (1) and 2E (2) Northern Ireland Class 0 surface Technical Booklet E. 6.5 As the panel composition and finish are identical on both sides of the core layer, the unexposed side of the panel may also be regarded as having a Class 0 surface. 6.6 These performances may not be achieved by other panel compositions. In such cases, classifications should be confirmed by: England and Wales test or assessment in accordance with Approved Document B, Appendix A, Clause 1 Scotland test to conform with the Annex 2C (1), Table, or Annex 2E (2), Table, of Regulation 9 (1) Technical Handbook (Domestic). (2) Technical Handbook (Non-Domestic). Northern Ireland test or assessment by a UKAS accredited laboratory or an independent consultant with appropriate experience. 6.7 For resistance to fire, the performance of a wall incorporating the product can only be determined by tests from a suitably accredited laboratory, and is not covered by this Certificate. 6.8 The incorporation of combustible material behind the cladding should be avoided where possible; any insulation should be non-combustible. 6.9 Cavity barriers (not covered by this Certificate) should be incorporated behind the cladding as required under the national Building Regulations, but should not block essential ventilation pathways. 7 Air and water penetration 7.1 The product is suitable for use in back ventilated and drained cladding systems. 7.2 The supporting wall must be watertight and reasonably airtight. 7.3 Providing the joints between panels are adequately baffled, the amount of water entering the cavity by winddriven rain will be minimal. Any water collecting in the cavity due to rain or condensation will be removed by drainage and ventilation. 7.4 The air space between the back of the boards and the supporting wall or insulation should be as wide as possible allowing for normal building tolerances. Guidance on recommended cavity widths is given in NHBC Standards 2007, Chapter 6.9 Curtain walling and cladding. 8 Maintenance 8.1 For normal soiling, the surface may be cleaned using hot water/household detergent, applied with a suitable cleaning pad or sponge. Abrasive cleaners should not be used. For more difficult chemical soiling, the manufacturer s specialist advice must be sought. 8.2 Annual maintenance inspections should be carried out to ensure that rain-ware is complete and in good order, that flashings seals and fastenings are in place and are secure and to establish whether cleaning is necessary. 8.3 Damaged panels should be replaced as soon as practicable following the manufacturer s instructions and observing all necessary health and safety regulations. Page 6 of 8

7 9 Durability 9.1 The durability and service life of the product will depend upon the building location, façade aspect, immediate environment, intended use of the building and general condition of the system components. 9.2 Providing regular maintenance is carried out, as described in section 8 and in accordance with the Certificate holder s instructions, the product should have an ultimate service life in excess of 30 years. 9.3 In general, there will be a colour change. However, this will not be excessive and will be uniform on any one elevation. The product will have a decorative life of at least 10 years in heavily polluted areas and at least 15 years in other areas. Installation 10 General 10.1 The Parklex Facade Wall Cladding Panel must be installed in accordance with the manufacturer s recommendations, the requirements of this Certificate and specifications laid down by the consulting engineer Installers must be trained and approved by the Certificate holder who can provide technical assistance at the design stage and at the start of the installation As colour variations between batches is likely, it is necessary to mix the panels from different pallets so as to obtain a uniform shade over the façade. 11 Procedure 11.1 Based on preliminary survey of the wall, and architectural/structural design, a grid layout for the sub-frame is first prepared The timber or metal studs are fixed to the substrate wall either directly or via adjustable metal cleats Insulation is applied as required To protect the substrate wall or insulation from wind-driven rain, a vapour permeable membrane conforming to BS 4016 : 1997 should be applied (not covered by this Certificate). The timber or metal studs should be similarly protected using aluminium or EPDM strip The panels are fixed to the sub-frame using the appropriate fastener as specified To locate the panel accurately on the sub-frame, one fixing at the centre of the panel should be of close tolerance type. To allow for expansion, all other fixings should be in clearance holes 3 mm larger than the diameter of the screw or rivet used. Technical Investigations 12 Investigations 12.1 Based on the CSTB Technical Approval, an assessment was made of the product s resistance to wind and impact loading, durability, the production method and associated quality control procedures From test data, an assessment was made of the product s behaviour in relation to fire Based on a user survey, an assessment was made of the product s practicability of installation and its performance in use The Certificate holder s technical literature was examined for any inconsistencies and general content. Bibliography BS : 1989 Fire tests on building materials and structures Method of test for fire propagation for products BS : 1997 Fire tests on building materials and structures Method of test to determine the classification of the surface spread of flame of products BS 4016 : 1997 Specification for flexible building membranes (breather type) BS : 1997 Loading for buildings Code of practice for wind loads BS 8200 : 1985 Code of practice for design of non-loadbearing external vertical enclosures of buildings BS EN : 2005 Eurocode 1 : Actions on structures General actions Wind actions Page 7 of 8

8 Conditions of Certification 13 Conditions 13.1 This Certificate: relates only to the product/system that is named and described on the front page is granted only to the company, firm or person named on the front page no other company, firm or person may hold or claim any entitlement to this Certificate is valid only within the UK has to be read, considered and used as a whole document it may be misleading and will be incomplete to be selective is copyright of the BBA is subject to English law References in this Certificate to any Act of Parliament, Statutory Instrument, Directive or Regulation of the European Union, British, European or International Standard, Code of Practice, manufacturers instructions or similar publication, are references to such publication in the form in which it was current at the date of this Certificate This Certificate will remain valid for an unlimited period provided that the product/system and the manufacture and/or fabrication including all related and relevant processes thereof: are maintained at or above the levels which have been assessed and found to be satisfactory by the BBA remain covered by a valid French Agrément; and are reviewed by the BBA as and when it considers appropriate In granting this Certificate, the BBA is not responsible for: the presence or absence of any patent, intellectual property or similar rights subsisting in the product/system or any other product/system the right of the Certificate holder to manufacture, supply, install, maintain or market the product/system individual installations of the product/system, including the nature, design, methods and workmanship of or related to the installation the actual works in which the product/system is installed, used and maintained, including the nature, design, methods and workmanship of such works Any information relating to the manufacture, supply, installation, use and maintenance of this product/system which is contained or referred to in this Certificate is the minimum required to be met when the product/system is manufactured, supplied, installed, used and maintained. It does not purport in any way to restate the requirements of the Health & Safety at Work etc Act 1974, or of any other statutory, common law or other duty which may exist at the date of this Certificate; nor is conformity with such information to be taken as satisfying the requirements of the 1974 Act or of any statutory, common law or other duty of care. In granting this Certificate, the BBA does not accept responsibility to any person or body for any loss or damage, including personal injury, arising as a direct or indirect result of the manufacture, supply, installation, use and maintenance of this product/system. British Board of Agrément tel: Bucknalls Lane fax: Garston, Watford mail@bba.star.co.uk Herts WD25 9BA 2008 website: Page 8 of 8