CERTIFICATE OF APPROVAL No CF 5172 ETEX BUILDING PERFORMANCE LTD

Transcription

1 CERTIFICATE OF APPROVAL No CF This is to certify that, in accordance with TS00 General Requirements for Certification of Fire Protection Products The undermentioned products of Gordano House, Marsh Lane. Easton-in-Gordano, Bristol, BS20 0NE Tel: Have been assessed against the requirements of the Technical Schedule(s) denoted below and are approved for use subject to the conditions appended hereto: CERTIFIED PRODUCT Cafco FENDOLITE MII & Cafco FENDOLITE TG TECHNICAL SCHEDULE TS14 Board/Spray Protection for Steelwork Signed and sealed for and on behalf of Exova (UK) Limited trading as Warrington Certification Paul Duggan Certification Manager Page 1 of 12

2 1. This approval relates to the use of for the fire protection to structural steel sections. The precise scope is given in Table 1 to Table 9 which show the total thickness of Cafco FENDOLITE MII or Cafco FENDOLITE TG required to provide fire resistance periods in accordance with BS476: Part 21: 1987 of 30 minutes up to 240 minutes for differing sections and section factors at specific design temperatures. 2. This certification is designed to demonstrate compliance of the product or system specifically with Approved Document B (England and Wales), D of the Technical Standards (Scotland), Technical Booklet E (N. Ireland). If compliance is required to other regulatory or guidance documents there may be additional considerations or conflict to be taken into account. 3. The products are approved on the basis of: i) Initial type testing ii) A design appraisal against TS14 iii) Certification of quality management system to ISO 9001:2008 iv) Inspection and surveillance of factory production control v) Audit testing 4. The data shown is applicable for I-section beams and columns, RSJ s, structural tees, rolled tees, angles and channels. For CHS sections, RHS sections, cellular beams and castellated sections the guidance contained in Fire protection for structural steel in buildings 4th Edition, must be followed. This may involve modifications to the section factor of the steel section or to the protection thickness or both. 5. This approval is applicable to structural steel sections with the depth up to 686mm and the width up to 325mm. In the case of deep web (where the web depth between the flanges exceeds 650mm) or wide flange (where the flange width exceeds 325mm) sections, indepth reinforcement in the form of a corrosion protected wire mesh, typically 25, 38 or 50mm x 0.9mm, must be included. The mesh should preferably be positioned in the middle third of the protection thickness and be retained by steel welded pins and nonreturn washers at nominal 500mm centres. The minimum practical thickness of the protection for the inclusion of the steel mesh is 15mm. The guidance contained in Fire protection for structural steel in buildings 4th Edition, must be followed. 6. Specifications of surface preparations, primers and top sealer is available from Etex Building Performance Ltd whose responsibility is to ensure that Cafco FENDOLITE MII & Cafco FENDOLITE TG is compatible for use in respect of both ambient and fire conditions. Page 2 of 12 Signed

3 7. The data shown is applicable to Cafco FENDOLITE MII (spray applied) & Cafco FENDOLITE TG (trowel applied) to horizontal, vertical, flexural and compression members supporting loads up to the maximum design loads specified in BS449: Part The approval relates to on going production. Product and/or its immediate packaging is identified with the manufacturers name, the product name or number, the CERTIFIRE name or name and mark, together with the CERTIFIRE certificate number and application where appropriate. 9. The data shown in the tables are based on assessments which comply with the criteria for acceptability now incorporated within the CERTIFIRE scheme. Page 3 of 12 Signed

4 Table 1 Beams & Columns at Critical Steel Temperature of 350 C Note 1: Maximum thickness of 58mm if intermediate values are interpolated. Page 4 of 12 Signed

5 Table 2 Beams & Columns at Critical Steel Temperature of 400 o C Note 1: Maximum thickness of 58mm if intermediate values are interpolated. Page 5 of 12 Signed

6 Table 3 Beams & Columns at Critical Steel Temperature of 450 o C Page 6 of 12 Signed

7 Table 4 Beams & Columns at Critical Steel Temperature of 500 o C Page 7 of 12 Signed

8 Table 5 Beams & Columns at Critical Steel Temperature of 550 o C Page 8 of 12 Signed

9 Table 6 Beams & Columns at Critical Steel Temperature of 600 o C Page 9 of 12 Signed

10 Table 7 Beams & Columns at Critical Steel Temperature of 620 o C Page 10 of 12 Signed

11 Table 8 Beams & Columns at Critical Steel Temperature of 650 o C Page 11 of 12 Signed

12 Table 9 Beams & Columns at Critical Steel Temperature of 700 o C Page 12 of 12 Signed