BETOCRETE-CL210-WP UK BBA-Certficate Nr. 205741(Verlängerung Version Erstausstellung 2020).pdf
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<h1>BETOCRETE-CL210-WP UK BBA-Certficate Nr. 205741(Verlängerung Version Erstausstellung 2020).pdf</h1> <p>SCHOMBURG GmbH & Co. KG <br />Aquafinstr. 2-8 <br />Detmold <br />NRW <br />32760, Germany</p> <p>Agrément Certificate <br />20/5741</p> <p>Tel: +49 5231 953 00 Fax: +49 5231 953 333 <br />e-mail: info@schomburg.de <br />website: www.schomburg.com</p> <p>Product Sheet 1</p> <p>SCHOMBURG WATERPROOF CONCRETE CONSTRUCTION SYSTEM <br />BETOCRETE-CL210-WP UK <br />This Agrément Certificate Product Sheet(1) relates to <br />BETOCRETE-CL-210-WP UK, a combined water resisting <br />pore blocker and crystalline waterproofing liquid <br />admixture for use in concrete mixes to provide watertight <br />concrete suitable for basements, roofs, swimming pools, <br />tunnels and culverts. <br />(1) Hereinafter referred to as ‘Certificate’.</p> <p>CERTIFICATION INCLUDES: <br />• factors relating to compliance with Building Regulations <br />where applicable <br />• factors relating to additional non-regulatory information <br />where applicable <br />• independently verified technical specification <br />• assessment criteria and technical investigations <br />• design considerations <br />• installation guidance <br />• regular surveillance of production† <br />• formal three-yearly review.† <br />KEY FACTORS ASSESSED <br />Water penetration and absorption, and water vapour permeability — concrete containing the product has reduced <br />permeability when compared with the equivalent plain concrete (see sections 6 and 7). <br />Reinforcement protection — concrete containing the product has enhanced resistance to reinforcement corrosion <br />when compared with the equivalent plain concrete (see section 8). <br />Mechanical properties — the mechanical properties of the concrete are not adversely affected by the incorporation of <br />the product (see section 9). <br />Durability — concrete containing the product is more durable than the equivalent plain concrete owing to its reduced <br />permeability (see section 18). <br />The BBA has awarded this Certificate to the company named above for the product described herein. This product <br />has been assessed by the BBA as being fit for its intended use provided it is installed, used and maintained as set <br />out in this Certificate. <br />On behalf of the British Board of Agrément <br />Date of First issue: 15 April 2020</p> <p>Hardy Giesler <br />Chief Executive Officer</p> <p>Certificate amended on 21 October 2022 to update product name. <br />This Certificate was amended on 22 May 2024 as part of a transition of The BBA Agrément Certificate scheme delivered under the BBA’s ISO/IEC 17020 accreditation. This Certificate was issued <br />originally under accreditation to ISO/ IEC 17065. Sections marked with the symbol † are not issued under accreditation. Full conversion to the ISO/IEC 17020 format will take place at the next <br />Certificate review. The BBA is a UKAS accredited Inspection Body (No.4345). Readers MUST check the validity of this Agrément Certificate by either referring to the BBA website or contacting <br />the BBA directly. Any photographs are for illustrative purposes only, do not constitute advice and must not be relied upon.</p> <p>British Board of Agrément <br />1st Floor, Building 3 <br />Hatters Lane, Croxley Park <br />Watford WD18 8YG</p> <p>©2020</p> <p>Page 1 of 9</p> <p>tel: 01923 665300 <br />clientservices@bbacerts.co.uk <br />www.bbacerts.co.uk</p> <p>Regulations <br />In the opinion of the BBA, the use of BETOCRETE-CL-210-WP UK is not subject to the national Building Regulations.</p> <p>Construction (Design and Management) Regulations 2015 <br />Construction (Design and Management) Regulations (Northern Ireland) 2016 <br />Information in this Certificate may assist the client, designer (including Principal Designer) and contractor (including <br />Principal Contractor) to address their obligations under these Regulations. <br />See sections:</p> <p>3 Delivery and site handling (3.1, 3.2, 3.4 and 3.5) and 22 Placing (22.1) of this Certificate.</p> <p>Additional Information <br />NHBC Standards 2020 <br />In the opinion of the BBA, BETOCRETE-CL-210-WP UK, if installed, used and maintained in accordance with this <br />Certificate, can satisfy or contribute to satisfying the relevant requirements in relation to NHBC Standards, Chapter 5.4 <br />Waterproofing of basements and other below ground structures. <br />Unless it can be demonstrated that the water table is permanently below the underside of the slab, the product should <br />be used in combination with either a Type A or C waterproofing protection where Grade 3 protection is required and <br />the below ground wall retains more than 600 mm (measured from the top of the retained ground to the lowest finished <br />floor level).</p> <p>CE marking <br />The Certificate holder has taken the responsibility of CE marking the product, in accordance with harmonised European <br />Standard BS EN 934-2 : 2009, Table 9.</p> <p>Technical Specification <br />1 Description <br />BETOCRETE-CL-210-WP UK is a combined water resisting pore blocker and crystalline waterproofing liquid admixture <br />for incorporation into concrete mixes, to enhance the water resistance and durability properties of the hardened <br />concrete.</p> <p>2 Manufacture <br />2.1 The product is manufactured by a blending process. <br />2.2 As part of the assessment and ongoing surveillance of product quality, the BBA has: <br />• <br />• <br />• <br />• <br />• <br />•</p> <p>agreed with the manufacturer the quality control procedures and product testing to be undertaken <br />assessed and agreed the quality control operated over batches of incoming materials <br />monitored the production process and verified that it is in accordance with the documented process <br />evaluated the process for management of nonconformities <br />checked that equipment has been properly tested and calibrated <br />undertaken to carry out the above measures on a regular basis through a surveillance process, to verify that the <br />specifications and quality control operated by the manufacturer are being maintained.</p> <p>2.3 The management system of Schomburg GmbH & Co. KG has been assessed and registered as meeting the <br />requirements of BS EN ISO 9001 : 2015 by TÜV Rheinland Cert GmbH (Certificate 01 100 6383/05).</p> <p>Page 2 of 9</p> <p>3 Delivery and site handling <br />3.1 BETOCRETE-CL-210-WP UK is supplied in 25 and 220 kg containers, and 1040 kg intermediate bulk containers (IBC). <br />3.2 Each container bears the manufacturer’s name, product name, batch number, Health and Safety information, and <br />the BBA logo incorporating the number of this Certificate. <br />3.3 The product must be stored in sealed original containers in a dry environment at temperatures between 5 and <br />40°C. The product has a shelf-life of 12 months when stored under these conditions. <br />3.4 The Certificate holder has taken the responsibility of classifying and labelling the product under the CLP Regulation <br />(EC) No 1272 / 2008 on the classification, labelling and packaging of substances and mixtures. Users must refer to the <br />relevant Safety Data Sheet(s). <br />3.5 When handling, the normal Health and Safety procedures associated with cementitious materials should be <br />observed.</p> <p>Assessment and Technical Investigations <br />The following is a summary of the assessment and technical investigations carried out on BETOCRETE-CL-210-WP UK.</p> <p>Design Considerations <br />4 Use <br />4.1 BETOCRETE-CL-210-WP UK is satisfactory for use in concrete mixes at an addition of 2% by weight of cement to <br />provide watertight concrete for basements, roofs, swimming pools, tunnels and culverts. <br />4.2 The effects of the product on the properties of concrete designed to BS EN 480-1 : 2014 is shown in Table 1 of this <br />Certificate. <br />Table 1 Effects of the product on the properties of fresh wet concrete(1) <br />Property <br />Water/cement ratio <br />Slump (mm) <br />0 min <br />30 min <br />Plastic density (kg·m-3) <br />Air content (%)</p> <p>Control concrete <br />0.43</p> <p>BETOCRETE-CL-210-WP UK (2% <br />wt/wt Portland Cement) <br />0.40</p> <p>70 <br />55 <br />2377 <br />2</p> <p>70 <br />10 <br />2367 <br />3.5</p> <p>(1) The specific effect of the product on these properties, for a particular mix and site conditions, should be evaluated through site specific <br />trials prior to use.</p> <p>4.3 Concrete containing the product should be designed in accordance with BS EN 206 : 2013 and BS 8500-2 : 2015, for <br />use as all normal types, including precast, pre-stressed, post-tensioned, ready-mixed, reinforced, slip-formed, sprayed <br />and pump concretes. <br />4.4 The product is compatible with cement blends containing pulverised-fuel ash, ground granulated blast furnace slag <br />and silica fume blends, as defined in BS EN 197-1 : 2011. <br />4.5 The use of the product with an air-entraining agent is outside the scope of this Certificate.</p> <p>5 Practicability of installation <br />Concrete mixes containing the product can be placed, compacted and cured by operatives with experience of using <br />conventional concreting methods and equipment.</p> <p>Page 3 of 9</p> <p>6 Water penetration and absorption <br />6.1 Concrete containing the product has greater resistance to water penetration and water absorption than the <br />equivalent plain concrete. <br />6.2 Tests on concrete containing the product, at an addition rate of 2% by weight of cement, showed a water <br />permeability(1) of 1.17 x 10-13 m∙s-1, compared with 7.74 x 10-13 m∙s-1 for control concrete. <br />6.3 Tests on concrete containing the product, at an addition rate of 2% by weight of cement, showed a capillary <br />absorption(1) of 41% by mass of the control concrete at 7 days, and 59% by mass of the control concrete at 90 days. <br />(1) The specific effect of the product on these properties, for a particular mix and site conditions, should be evaluated through site trials prior to use.</p> <p>7 Water vapour permeability <br />7.1 Concrete containing the product has a lower permeability to water vapour than that of the equivalent plain <br />concrete. <br />7.2 Tests on concrete containing the product at an addition of 2% by weight of cement showed a water vapour <br />permeability(1) of 516 x 10-12 g·m(N·s)-1 compared with 761 x 10-12 g·m(N·s)-1 for control concrete. <br />(1) The specific effect of the product on these properties, for a particular mix and site conditions, should be evaluated through site trials prior to use.</p> <p>7.3 Concrete made with a high water/cement ratio can have a water vapour permeability greater than 3000 x <br />10-12 g·m(N·s)-1. The permeability of concrete is strongly dependent on the exact mix design, and the figures given in <br />section 7.2 indicate the levels that can be obtained using the product. <br />7.4 The appropriate thickness for concrete with a specific permeability to achieve a water vapour resistance of 200 or <br />500 MN∙sg-1(1) (suitable for grade 3 to BS 8102 : 2009) is given by: <br />For 200 MN∙sg-1, t=0.2 x 1012 x p <br />For 500 MN∙sg-1, t=0.55 x 1012 x p <br />where: <br />t <br />p</p> <p>is the concrete thickness in mm <br />is the water vapour permeability in g∙m(N∙s)-1 (from tests to BS 3177 : 1959).</p> <p>(1) This figure may be used where a high resistance to water vapour is required.</p> <p>8 Reinforcement protection <br />8.1 The high level of alkalinity required to prevent corrosion of the reinforcement (pH > 13) will not be adversely <br />affected by the incorporation of the product in the concrete. <br />8.2 Corrosion of the reinforcement is normally caused by the ingress of chloride to the steel or by the reduction in <br />alkalinity of the concrete by the diffusion of carbon dioxide. The reduced permeability of concrete containing the <br />product will slow down diffusion of aggressive agents into the concrete and so provide improved protection against <br />reinforcement corrosion. <br />8.3 The Certificate holder has declared the chloride ion content of the product as <0.1%. <br />8.4 The Certificate holder has declared that the product complies with the corrosion behaviour requirements given in <br />BS EN 934-1 : 2008, Clause 5.1, and is labelled accordingly.</p> <p>9 Mechanical properties <br />The compressive strength, flexural strength and static modulus of elasticity of concrete containing the product is similar <br />to that of the equivalent plain concrete. <br />Page 4 of 9</p> <p>10 Drying shrinkage and wetting expansion <br />10.1 The drying shrinkage and wetting expansion of concrete containing the product is reduced compared with that of <br />the equivalent plain concrete. <br />10.2 Tests conducted on concrete containing the product showed a drying shrinkage(1) of 0.032% compared with <br />0.046% for control concrete, and a wetting expansion(1) of 0.010% compared with 0.021% for control concrete. <br />(1) The specific effect of the product on these properties for a particular mix and site conditions should be evaluated through site trial prior to use.</p> <p>11 Setting characteristics and hardening <br />11.1 The effect of the product for a specific mix and site conditions should be evaluated through site trials prior to use. <br />11.2 The setting time of concrete containing the product will be retarded when compared with equivalent plain <br />concrete. The amount of retardation will depend on the concrete mix design used and the ambient temperature during <br />placing and curing. <br />11.3 Tests conducted on concrete containing the product showed an initial set of 220 minutes compared to <br />180 minutes for the control and a final set of 330 minutes compared to 295 minutes for the control.</p> <p>12 Carbonation resistance <br />Concrete containing the product has greater resistance to carbon dioxide diffusion than the equivalent plain concrete.</p> <p>13 Frost resistance <br />Concrete containing the product has similar resistance to freeze/thaw to that of the equivalent plain concrete.</p> <p>14 Sulfate resistance <br />The lower permeability of concrete containing the product will reduce the ingress of sulfates. However, if sulfateresistant concrete is required, the advice of the Certificate holder should be sought.</p> <p>15 Alkali silica reaction (ASR) <br />15.1 Concrete containing the product should be designed in accordance with BS EN 206 : 2013 Section 5.2.3.5 and <br />BS 8500-2 : 2015 Clause 5.2. <br />15.2 The sodium oxide equivalent of the product, when measured in accordance with BS EN 480-12 : 2005, was 4.54% <br />by mass of admixture. The Certificate holder’s declared value of ≤8.5% should be used when calculating the <br />contribution of the product to the total alkali content of a given concrete mix. In turn, this can be used to assess the <br />susceptibility of that concrete to alkali-silica reaction.</p> <p>16 Resistance to leaching <br />Use of the product will reduce the leaching of lime from the hydrated cement in concrete.</p> <p>17 Maintenance <br />For a specific installation, the maintenance regime should be considered to ensure that the required design life of the <br />concrete is achieved.</p> <p>18 Durability <br />18.1 Under normal conditions of service, concrete containing the product is more durable than the equivalent plain <br />concrete, owing to its reduced permeability. <br />Page 5 of 9</p> <p>18.2 Where exposure to aggressive soil conditions or chemicals is anticipated, a full assessment of the site should be <br />made. In these situations, the Certificate holder should be consulted on the suitability of the product.</p> <p>Installation <br />19 General <br />19.1 When used in concrete mixes, the product enhances durability and improves protection against reinforcement <br />corrosion by providing the concrete with reduced permeability that protects against water ingress via absorption and <br />hydrostatic pressure. <br />19.2 The use of the product will produce a concrete with the following properties relative to a control: <br />• <br />• <br />• <br />•</p> <p>reduced porosity <br />reduced permeability <br />increased water resistance <br />increased corrosion resistance.</p> <p>19.3 The product has no known detrimental effect on the properties of concrete. <br />19.4 Structures built incorporating the product should be designed to the relevant clauses of BS 8102 : 2009, and <br />BS EN 1992-1-1 : 2004, BS EN 1992-1-2 : 2004 and BS EN 1992-3 : 2006 and their UK National Annexes. <br />19.5 The product is suitable for Type B constructions as defined in BS 8102 : 2009, and can satisfy the requirements for <br />all grades defined in Table 2 of this Standard. For Grade 3 (where control of water vapour is required), it will be <br />necessary to provide the mix with a sufficiently low vapour permeability in combination with an adequate section <br />thickness (see sections 7.2 and 7.3). The use of suitable ventilation, dehumidification or air conditioning, appropriate to <br />the intended use, must also be considered. <br />19.6 Basements for dwellings should be designed in accordance with the guidance given in the Guidance Document — <br />Basements for dwellings(1). <br />(1) Published by Basement Information Centre, Product code: TBIC/007.</p> <p>20 Mix design <br />20.1 Concrete containing the product is normally supplied as ready-mixed concrete but may be prepared on sites <br />where there is adequate mix control(1). Preparation of concrete on site should be carried out in accordance with <br />BS 8000-0 : 2014, the Certificate holder’s instructions and this Certificate. <br />(1) NHBC will only accept use of the admixture where included at the concrete batching plant which must also be either QSRMC or BSI Kitemark <br />registered.</p> <p>20.2 The concrete must have a minimum cement content of 350 kg·m–3 and be batched with a maximum <br />water/cement ratio of 0.40. Further details of suitable mixes can be obtained from the Certificate holder. <br />20.3 Once the fresh concrete is mixed, further materials must not be added. <br />20.4 The workability of concrete can be adjusted using a suitable(1) water reducing or superplasticising admixture <br />complying with BS EN 934-2 : 2009, to ensure that the maximum water/cement ratio given in section 20.2 of this <br />Certificate is not exceeded. Specific admixtures have not been considered and are outside the scope of this Certificate. <br />(1) The Certificate holder’s advice should be sought regarding the suitability and compatibility of water-reducing or superplasticising admixtures. <br />Admixtures should be evaluated before use and site trials should be carried out to establish the appropriate dose required.</p> <p>21 Site mixing <br />21.1 The product is added to the mixer at the correct dose (see section 4.1) prior to batching the concrete constituents. <br />Page 6 of 9</p> <p>21.2 When an additional superplasticiser is required, it must be added after the addition of the product and in <br />accordance with the supplier’s recommendations. <br />21.3 The resulting concrete should be mixed for a minimum of five minutes and in accordance with the Certificate <br />holder’s instructions, to ensure even distribution of the product throughout the concrete. <br />21.4 Where the product is to be added to concrete on site, care must be taken to ensure that adequate mix control is <br />available.</p> <p>22 Placing <br />22.1 Concrete containing the product should be placed in the same way as normal concrete, in accordance with <br />BS 8000-0 : 2014, BS EN 13670 : 2009, the Certificate holder’s Health and Safety guidance and the normal routine <br />precautions for handling concrete. <br />22.2 Concrete containing the product should not be placed at temperatures of 5°C or below. <br />22.3 Concrete containing the product mix should be fully compacted.</p> <p>23 Curing <br />The concrete must be cured strictly in accordance with BS EN 13670 : 2009, and BS EN 1992-1-1 : 2004 and its UK <br />National Annex, and the Certificate holder’s recommendations (where site specific information exists).</p> <p>24 Joints <br />24.1 Joints must be designed with waterstops as recommended in BS 8102 : 2009, to maintain the watertightness of <br />the whole structure. The advice of the Certificate holder should be sought on particular applications. <br />24.2 Penetrations of the concrete, such as pipe entries or formwork ties, must also be securely sealed to maintain <br />watertightness. The Certificate holder can advise on suitable systems.</p> <p>25 Finishes <br />When water-based products are used to coat the hardened concrete, a bonding agent may be required. For specific <br />cases, advice should be sought from the Certificate holder. These are outside the scope of the Certificate.</p> <p>Technical Investigations <br />26 Tests <br />26.1 Tests were carried out and the results assessed to determine the effect of the product on the properties of <br />concrete designed in accordance with BS EN 480-1 : 2014. <br />26.2 Tests were carried out and the results assessed to determine the characteristics of fresh concrete, including: <br />• <br />• <br />• <br />• <br />•</p> <p>setting time <br />workability <br />air content <br />slump <br />density.</p> <p>26.3 Tests were carried out and the results assessed to determine the characteristics of hardened concrete, including: <br />• <br />• <br />• <br />•</p> <p>flexural strength <br />compressive strength <br />bond to steel <br />wetting expansion <br />Page 7 of 9</p> <p>• <br />• <br />• <br />• <br />• <br />• <br />•</p> <p>efflorescence <br />freeze/thaw resistance <br />water vapour permeability <br />capillary absorption <br />modulus of elasticity <br />drying shrinkage <br />liquid water permeability.</p> <p>26.4 Tests carried out for the characterisation of BETOCRETE-CL-210-WP UK admixture including: <br />• <br />• <br />• <br />•</p> <p>homogeneity and colour <br />water soluble chloride <br />alkali content (Na2O equivalent) <br />IR spectroscopy.</p> <p>27 Investigations <br />The manufacturing process was evaluated, including the methods adopted for quality control, and details were <br />obtained of the quality and composition of the materials used.</p> <p>Bibliography <br />BS 3177 : 1959 Method for determining the permeability to water vapour of flexible sheet materials used for packaging <br />BS 8000-0 : 2014 Workmanship on construction site — Introduction and general principles <br />BS 8102 : 2009 Code of practice for protection of below ground structures against water from the ground <br />BS 8500-2 : 2015 + A1 : 2016 Concrete — Complementary British Standard to BS EN 206 — Specification for constituent <br />materials and concrete <br />BS EN 197-1 : 2011 Cement — Composition, specifications and conformity criteria for common cements <br />BS EN 206 : 2013 + A1 : 2016 Concrete — Specification, performance, production and conformity <br />BS EN 480-1 : 2014 Admixtures for concrete, mortar and grout — Test methods — Reference concrete and reference <br />mortar for testing <br />BS EN 480-12 : 2005 Admixtures for concrete, mortar and grout — Test methods — Determination of alkali content of <br />admixtures <br />BS EN 934-1 : 2008 Admixtures for concrete, mortar and grout — Common requirements <br />BS EN 934-2 : 2009 + A1 : 2012 Admixtures for concrete, mortar and grout — Concrete admixtures — Definitions, <br />requirements, conformity, marking and labelling <br />BS EN 1992-1-1 : 2004 Eurocode 2 : Design of concrete structures — General rules and rules for buildings <br />NA to BS EN 1992-1-1 : 2004 UK National Annex to Eurocode 2 : Design of concrete structures — General rules and rules <br />for buildings <br />BS EN 1992-1-2 : 2004 Eurocode 2 : Design of concrete structures — General rules — Structural fire design <br />NA to BS EN 1992-1-2 : 2004 UK National Annex to Eurocode 2: Design of concrete structures — Structural fire design <br />BS EN 1992-3 : 2006 Eurocode 2: Design of concrete structures — Liquid retaining and containing structures <br />NA to BS EN 1992-3 : 2006 UK National Annex to Eurocode 2: Design of concrete structures — Liquid retaining and <br />containing structures <br />BS EN 13670 : 2009 Execution of concrete structures <br />BS EN ISO 9001 : 2015 Quality management systems — Requirements</p> <p>Page 8 of 9</p> <p>Conditions of Certificate <br />Conditions <br />1. This Certificate: <br />• <br />• <br />• <br />• <br />• <br />•</p> <p>relates only to the product that is named and described on the front page <br />is issued only to the company, firm, organisation or person named on the front page – no other company, firm, <br />organisation or person may hold or claim that this Certificate has been issued to them <br />is valid only within the UK <br />has to be read, considered and used as a whole document – it may be misleading and will be incomplete to be <br />selective <br />is copyright of the BBA <br />is subject to English Law.</p> <p>2. Publications, documents, specifications, legislation, regulations, standards and the like referenced in this Certificate <br />are those that were current and/or deemed relevant by the BBA at the date of issue or reissue of this Certificate. <br />3 This Certificate will be displayed on the BBA website, and the Certificate Holder is entitled to use the Certificate and <br />Certificate logo, provided that the product and its manufacture and/or fabrication, including all related and relevant <br />parts and processes thereof: <br />• <br />• <br />•</p> <p>are maintained at or above the levels which have been assessed and found to be satisfactory by the BBA <br />continue to be checked as and when deemed appropriate by the BBA under arrangements that it will determine <br />are reviewed by the BBA as and when it considers appropriate.</p> <p>4. The BBA has used due skill, care and diligence in preparing this Certificate, but no warranty is provided. <br />5. In issuing this Certificate the BBA is not responsible and is excluded from any liability to any company, firm, <br />organisation or person, for any matters arising directly or indirectly from: <br />• <br />• <br />• <br />• <br />• <br />•</p> <p>the presence or absence of any patent, intellectual property or similar rights subsisting in the product or any other <br />product <br />the right of the Certificate holder to manufacture, supply, install, maintain or market the product <br />actual installations of the product, including their nature, design, methods, performance, workmanship and <br />maintenance <br />any works and constructions in which the product is installed, including their nature, design, methods, <br />performance, workmanship and maintenance <br />any loss or damage, including personal injury, howsoever caused by the product, including its manufacture, supply, <br />installation, use, maintenance and removal <br />any claims by the manufacturer relating to UKCA, UKNI or CE marking.</p> <p>6. Any information relating to the manufacture, supply, installation, use, maintenance and removal of this product <br />which is contained or referred to in this Certificate is the minimum required to be met when the product is <br />manufactured, supplied, installed, used, maintained and removed. It does not purport in any way to restate the <br />requirements of the Health and Safety at Work etc. Act 1974, or of any other statutory, common law or other duty <br />which may exist at the date of issue or reissue of this Certificate; nor is conformity with such information to be taken as <br />satisfying the requirements of the 1974 Act or of any statutory, common law or other duty of care.</p> <p>British Board of Agrément <br />1st Floor, Building 3, Hatters Lane <br />Croxley Park, Watford <br />Herts WD18 8YG</p> <p>©2024</p> <p>Page 9 of 9</p> <p>tel: 01923 665300 <br />clientservices@bbacerts.co.uk <br />www.bbacerts.co.uk</p>
