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CERTIFICATE OF APPROVAL No CF 468 - Warrington …...CERTIFICATE No CF 468 INTERNATIONAL PAINT...

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CERTIFICATE OF APPROVAL No CF 468 This is to certify that, in accordance with CERTIFIRE’s Rules for Certification The undermentioned product of INTERNATIONAL PAINT LIMITED Stoneygate Lane, Felling, Gateshead, NE10 0JY Tel: 0191 469 6111 Fax: 0191 438 3711 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 TECHNICAL SCHEDULE Interchar 212 TS15 Intumescent Coatings for Steelwork Signed and sealed for and on behalf of CERTIFIRE Sir Ken Knight Issued: 3 rd April 2007 Chairman - Management Council Revised: 24 th September 2008 Valid to: 31 st October 2012 Page 1 of 27
Transcript
  • CERTIFICATE OF APPROVAL No CF 468

    This is to certify that, in accordance with

    CERTIFIRE’s Rules for Certification The undermentioned product of

    INTERNATIONAL PAINT LIMITED

    Stoneygate Lane, Felling, Gateshead, NE10 0JY Tel: 0191 469 6111 Fax: 0191 438 3711

    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 TECHNICAL SCHEDULE

    Interchar 212 TS15 Intumescent Coatings

    for Steelwork

    Signed and sealed for and on behalf of CERTIFIRE

    Sir Ken Knight Issued: 3rd April 2007 Chairman - Management Council Revised: 24th September 2008

    Valid to: 31st October 2012 Page 1 of 27

  • Page 2 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212 1. This approval relates to the use of Interchar 212 for the fire protection of I-shaped steel

    sections and hollow columns. The precise scope is given in Tables 1 to 19 which show the total dry film thickness of Interchar 212 (excluding primer and top sealer) required to provide fire resistance periods in accordance with BS476: Part 21: 1987 of 30 minutes up to 120 minutes for differing sections and section factors.

    2. This certification is designed to demonstrate compliance of the product or system specifically

    with Approved Document B (England and Wales), Section 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 TS15. iii) Certification of quality management system to ISO 9001: 2000.

    iv) Inspection and surveillance of factory production control v) Audit testing

    4. The data referring to three-sided fire exposure of beams relate to beams supporting concrete

    floor slabs. Separate consideration is required where this is not the case. 5. The data shown are applicable to steel sections blast cleaned to Swedish Standard SA2.5 or

    equivalent and primed with a suitable and compatible primer. Specifications of surface preparations, primers and top sealers is available from International Paint Limited whose responsibility is to ensure that Interchar 212 is compatible for use in respect of both ambient and fire conditions. The total dry film thickness of primer should not exceed that tested.

    6. The data shown is applicable to Interchar 212 applied by spray to horizontal, vertical, flexural

    and compression members supporting loads up to the maximum design loads specified in BS449: Part 2 as indicated in Tables 5, 16 and 19. For other design temperatures it should be confirmed it is acceptable to utilise these temperatures prior to using the data for approval purposes.

    7. 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.

    8. The data shown in the tables are based on assessments which comply with the criteria for

    acceptability now incorporated within the Certifire scheme. 9. The assessments considered steel design temperatures in the range 350oC to 700oC with

    respect to I-section beams and columns and 520oC with respect to hollow columns.

  • Page 3 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 1: 4 Sided Protection to I Section Columns and Beams: 350oC Thickness (mm) for Fire Resistance Period Section

    factor up to m-1 30 minutes 60 minutes 90 minutes 120 minutes

    10 1.22 1.22 1.22 1.22 20 1.22 1.64 2.42 3.37 30 1.22 2.22 3.28 4.55 40 1.22 2.70 3.98 5.54 50 1.22 3.10 4.57 6.35 60 1.29 3.44 5.07 7.05 70 1.39 3.73 5.50 7.65 80 1.50 3.98 5.88 8.17 90 1.58 4.21 6.20 8.62 100 1.64 4.40 6.50 9.03 110 1.71 4.57 6.76 9.38 120 1.77 4.73 6.98 9.71 130 1.82 4.87 7.19 10.00 140 1.87 5.01 7.38 10.26 150 1.91 5.12 7.55 10.50 160 1.96 5.22 7.71 10.72 170 1.99 5.32 7.85 10.92 180 2.02 5.41 7.99 11.10 190 2.06 5.49 8.11 11.27 200 2.08 5.57 8.23 11.43 210 2.12 5.64 8.33 11.58 220 2.13 5.71 8.43 11.72 230 2.16 5.77 8.52 11.84 240 2.19 5.83 8.60 11.96 250 2.20 5.88 8.69 12.07 260 2.22 5.94 8.77 12.18 270 2.23 5.98 8.83 12.28 280 2.25 6.03 8.90 12.37 290 2.27 6.07 8.96 12.46 300 2.29 6.12 9.02 12.55 310 2.30 6.15 9.08 12.62 320 2.31 6.18 9.14 12.70 330 2.32 6.22 9.19 12.77

    Thickness is intumescent only. Table also applies to 4-sided beams subject to the maximum thickness given in the tables for I-section beams (7.681mm).

  • Page 4 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 2: 4 Sided Protection to I Section Columns and Beams: 400oC Thickness (mm) for Fire Resistance Period Section

    factor up to m-1 30 minutes 60 minutes 90 minutes 120 minutes

    10 1.22 1.22 1.22 1.22 20 1.22 1.22 2.04 2.56 30 1.22 1.62 2.77 3.49 40 1.22 1.97 3.37 4.27 50 1.22 2.27 3.89 4.91 60 1.22 2.53 4.34 5.48 70 1.22 2.76 4.72 5.96 80 1.22 2.95 5.05 6.38 90 1.22 3.13 5.34 6.75 100 1.22 3.27 5.61 7.08 110 1.22 3.42 5.84 7.38 120 1.22 3.53 6.05 7.64 130 1.22 3.65 6.24 7.88 140 1.22 3.75 6.41 8.10 150 1.24 3.84 6.57 8.30 160 1.26 3.92 6.71 8.48 170 1.29 4.00 6.85 8.64 180 1.31 4.08 6.97 8.79 190 1.34 4.14 7.08 8.94 200 1.35 4.20 7.19 9.07 210 1.37 4.26 7.28 9.20 220 1.39 4.31 7.38 9.31 230 1.41 4.36 7.46 9.43 240 1.42 4.41 7.54 9.52 250 1.43 4.45 7.62 9.62 260 1.45 4.49 7.69 9.70 270 1.46 4.53 7.75 9.79 280 1.47 4.57 7.81 9.87 290 1.48 4.61 7.88 9.94 300 1.49 4.64 7.93 10.02 310 1.51 4.67 7.98 10.08 320 1.51 4.70 8.03 10.14 330 1.53 4.73 8.09 10.21

    Thickness is intumescent only. Table also applies to 4-sided beams subject to the maximum thickness given in the tables for I-section beams (7.681mm).

  • Page 5 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 3: 4 Sided Protection to I Section Columns and Beams: 450oC Thickness (mm) for Fire Resistance Period Section

    factor up to m-1

    30 minutes 60 minutes 90 minutes 120 minutes

    10 1.22 1.22 1.22 1.22 20 1.22 1.22 1.82 2.34 30 1.22 1.48 2.46 3.18 40 1.22 1.81 3.01 3.89 50 1.22 2.09 3.47 4.47 60 1.22 2.33 3.86 4.98 70 1.22 2.52 4.19 5.41 80 1.22 2.70 4.49 5.80 90 1.22 2.86 4.75 6.12 100 1.22 3.00 4.98 6.42 110 1.22 3.11 5.18 6.69 120 1.22 3.23 5.37 6.93 130 1.22 3.33 5.53 7.14 140 1.22 3.42 5.69 7.34 150 1.22 3.50 5.82 7.52 160 1.22 3.58 5.95 7.68 170 1.22 3.65 6.06 7.83 180 1.22 3.72 6.17 7.97 190 1.22 3.77 6.27 8.09 200 1.22 3.83 6.37 8.22 210 1.22 3.88 6.45 8.33 220 1.22 3.93 6.53 8.43 230 1.22 3.98 6.61 8.53 240 1.22 4.02 6.68 8.61 250 1.22 4.06 6.74 8.70 260 1.22 4.09 6.81 8.78 270 1.22 4.13 6.86 8.86 280 1.22 4.16 6.92 8.92 290 1.22 4.20 6.97 8.99 300 1.22 4.22 7.02 9.06 310 1.22 4.25 7.06 9.12 320 1.22 4.28 7.12 9.17 330 1.22 4.31 7.15 9.23

    Thickness is intumescent only. Table also applies to 4-sided beams subject to the maximum thickness given in the tables for I-section beams (7.681mm).

  • Page 6 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 4: 4 Sided Protection to I Section Columns and Beams: 500oC Thickness (mm) for Fire Resistance Period Section

    factor up to m-1 30 minutes 60 minutes 90 minutes 120 minutes

    10 1.22 1.22 1.22 1.22 20 1.22 1.22 1.60 2.08 30 1.22 1.22 2.19 2.85 40 1.22 1.41 2.68 3.48 50 1.22 1.62 3.09 4.02 60 1.22 1.81 3.45 4.49 70 1.22 1.97 3.76 4.89 80 1.22 2.12 4.03 5.24 90 1.22 2.24 4.26 5.56 100 1.22 2.35 4.48 5.83 110 1.22 2.45 4.66 6.08 120 1.22 2.54 4.84 6.30 130 1.22 2.63 5.00 6.50 140 1.22 2.70 5.14 6.68 150 1.22 2.77 5.26 6.86 160 1.22 2.82 5.38 7.01 170 1.22 2.89 5.49 7.15 180 1.22 2.94 5.59 7.28 190 1.22 2.99 5.68 7.40 200 1.22 3.03 5.77 7.51 210 1.22 3.08 5.86 7.62 220 1.22 3.11 5.93 7.72 230 1.22 3.15 6.01 7.81 240 1.22 3.18 6.06 7.90 250 1.22 3.21 6.13 7.98 260 1.22 3.24 6.18 8.05 270 1.22 3.28 6.24 8.13 280 1.22 3.31 6.29 8.19 290 1.22 3.33 6.35 8.26 300 1.22 3.35 6.38 8.32 310 1.22 3.38 6.44 8.38 320 1.22 3.40 6.47 8.43 330 1.22 3.42 6.52 8.48

    Thickness is intumescent only. Table also applies to 4-sided beams subject to the maximum thickness given in the tables for I-section beams (7.681mm).

  • Page 7 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 5: 4 Sided Protection to I Section Columns and Beams: 550oC Thickness (mm) for Fire Resistance Period Section

    factor up to m-1 30 minutes 60 minutes 90 minutes 120 minutes

    10 1.22 1.22 1.22 1.22 20 1.22 1.22 1.40 1.85 30 1.22 1.22 1.93 2.54 40 1.22 1.22 2.36 3.12 50 1.22 1.38 2.74 3.62 60 1.22 1.54 3.07 4.05 70 1.22 1.68 3.35 4.42 80 1.22 1.81 3.61 4.76 90 1.22 1.92 3.82 5.05 100 1.22 2.02 4.02 5.31 110 1.22 2.11 4.20 5.55 120 1.22 2.19 4.36 5.76 130 1.22 2.27 4.51 5.95 140 1.22 2.33 4.65 6.13 150 1.22 2.40 4.76 6.29 160 1.22 2.45 4.87 6.44 170 1.22 2.51 4.98 6.58 180 1.22 2.55 5.08 6.70 190 1.22 2.60 5.16 6.82 200 1.22 2.64 5.25 6.93 210 1.22 2.68 5.33 7.04 220 1.22 2.71 5.40 7.13 230 1.22 2.75 5.47 7.22 240 1.22 2.79 5.53 7.30 250 1.22 2.81 5.60 7.38 260 1.22 2.84 5.66 7.46 270 1.22 2.86 5.70 7.53 280 1.22 2.89 5.75 7.59 290 1.22 2.92 5.80 7.65 300 1.22 2.94 5.85 7.72 310 1.22 2.96 5.88 7.77 320 1.22 2.98 5.92 7.83 330 1.22 3.00 5.97 7.88

    Thickness is intumescent only. Table also applies to 4-sided beams subject to the maximum thickness given in the tables for I-section beams (7.681mm).

  • Page 8 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 6: 4 Sided Protection to I Section Columns and Beams: 600oC Thickness (mm) for Fire Resistance Period Section

    factor up to m-1 30 minutes 60 minutes 90 minutes 120 minutes

    10 1.22 1.22 1.22 1.22 20 1.22 1.22 1.29 1.79 30 1.22 1.22 1.77 2.47 40 1.22 1.22 2.19 3.04 50 1.22 1.22 2.54 3.53 60 1.22 1.34 2.85 3.96 70 1.22 1.47 3.12 4.34 80 1.22 1.58 3.36 4.66 90 1.22 1.68 3.57 4.96 100 1.22 1.77 3.76 5.23 110 1.22 1.85 3.93 5.46 120 1.22 1.93 4.08 5.67 130 1.22 1.99 4.22 5.87 140 1.22 2.06 4.36 6.05 150 1.22 2.11 4.47 6.21 160 1.22 2.16 4.58 6.36 170 1.22 2.21 4.68 6.51 180 1.22 2.26 4.77 6.64 190 1.22 2.30 4.85 6.75 200 1.22 2.33 4.93 6.87 210 1.22 2.37 5.01 6.96 220 1.22 2.40 5.08 7.07 230 1.22 2.43 5.15 7.16 240 1.22 2.45 5.22 7.25 250 1.22 2.49 5.27 7.32 260 1.22 2.51 5.32 7.40 270 1.22 2.53 5.38 7.47 280 1.22 2.56 5.43 7.55 290 1.22 2.59 5.47 7.60 300 1.22 2.61 5.52 7.66 310 1.22 2.63 5.57 7.73 320 1.22 2.64 5.60 7.78 330 1.22 2.66 5.64 7.83

    Thickness is intumescent only. Table also applies to 4-sided beams subject to the maximum thickness given in the tables for I-section beams (7.681mm).

  • Page 9 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 7: 4 Sided Protection to I Section Columns and Beams: 620oC Thickness (mm) for Fire Resistance Period Section

    factor up to m-1 30 minutes 60 minutes 90 minutes 120 minutes

    10 1.22 1.22 1.22 1.22 20 1.22 1.22 1.22 2.38 30 1.22 1.22 1.50 3.15 40 1.22 1.22 1.85 3.77 50 1.22 1.22 2.16 4.26 60 1.22 1.22 2.41 4.67 70 1.22 1.22 2.65 5.02 80 1.22 1.26 2.85 5.32 90 1.22 1.33 3.04 5.57 100 1.22 1.42 3.20 5.79 110 1.22 1.48 3.34 5.99 120 1.22 1.53 3.48 6.16 130 1.22 1.59 3.60 6.32 140 1.22 1.64 3.71 6.45 150 1.22 1.68 3.82 6.58 160 1.22 1.72 3.91 6.69 170 1.22 1.75 3.99 6.80 180 1.22 1.80 4.07 6.89 190 1.22 1.83 4.15 6.98 200 1.22 1.86 4.21 7.06 210 1.22 1.89 4.28 7.13 220 1.22 1.91 4.35 7.20 230 1.22 1.94 4.40 7.27 240 1.22 1.96 4.46 7.33 250 1.22 1.98 4.51 7.38 260 1.22 2.02 4.55 7.43 270 1.22 2.03 4.60 7.48 280 1.22 2.05 4.64 7.53 290 1.22 2.07 4.68 7.57 300 1.22 2.08 4.72 7.61 310 1.22 2.10 4.75 7.65 320 1.22 2.12 4.80 7.69 330 1.22 2.13 4.82 7.73

    Thickness is intumescent only. Table also applies to 4-sided beams subject to the maximum thickness given in the tables for I-section beams (7.681mm).

  • Page 10 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 8: 4 Sided Protection to I Section Columns and Beams: 650oC Thickness (mm) for Fire Resistance Period Section

    factor up to m-1 30 minutes 60 minutes 90 minutes 120 minutes

    10 1.22 1.22 1.22 1.22 20 1.22 1.22 1.22 1.22 30 1.22 1.22 1.50 2.41 40 1.22 1.22 1.85 2.97 50 1.22 1.22 2.15 3.46 60 1.22 1.22 2.41 3.88 70 1.22 1.22 2.64 4.25 80 1.22 1.32 2.84 4.58 90 1.22 1.39 3.02 4.87 100 1.22 1.48 3.19 5.13 110 1.22 1.54 3.34 5.37 120 1.22 1.61 3.47 5.58 130 1.22 1.66 3.60 5.77 140 1.22 1.71 3.70 5.96 150 1.22 1.76 3.80 6.11 160 1.22 1.80 3.90 6.27 170 1.22 1.84 3.99 6.41 180 1.22 1.88 4.06 6.53 190 1.22 1.91 4.14 6.66 200 1.22 1.94 4.20 6.77 210 1.22 1.98 4.28 6.88 220 1.22 2.00 4.33 6.97 230 1.22 2.03 4.38 7.06 240 1.22 2.05 4.44 7.15 250 1.22 2.07 4.49 7.23 260 1.22 2.11 4.55 7.31 270 1.22 2.13 4.59 7.38 280 1.22 2.14 4.62 7.46 290 1.22 2.16 4.67 7.51 300 1.22 2.18 4.71 7.57 310 1.22 2.19 4.74 7.64 320 1.22 2.21 4.78 7.68 330 1.22 2.22 4.81 7.72

    Thickness is intumescent only. Table also applies to 4-sided beams subject to the maximum thickness given in the tables for I-section beams (7.681mm).

  • Page 11 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 9: 4 Sided Protection to I Section Columns and Beams: 700oC Thickness (mm) for Fire Resistance Period Section

    factor up to m-1 30 minutes 60 minutes 90 minutes 120 minutes

    10 1.22 1.22 1.22 1.22 20 1.22 1.22 1.22 1.67 30 1.22 1.22 1.38 2.30 40 1.22 1.22 1.69 2.83 50 1.22 1.22 1.95 3.30 60 1.22 1.22 2.19 3.69 70 1.22 1.22 2.40 4.03 80 1.22 1.22 2.59 4.34 90 1.22 1.22 2.74 4.62 100 1.22 1.28 2.89 4.86 110 1.22 1.33 3.02 5.08 120 1.22 1.39 3.14 5.27 130 1.22 1.44 3.24 5.45 140 1.22 1.48 3.34 5.63 150 1.22 1.52 3.44 5.77 160 1.22 1.56 3.52 5.91 170 1.22 1.60 3.59 6.05 180 1.22 1.62 3.66 6.16 190 1.22 1.65 3.73 6.27 200 1.22 1.68 3.79 6.38 210 1.22 1.70 3.85 6.47 220 1.22 1.73 3.91 6.56 230 1.22 1.76 3.95 6.65 240 1.22 1.77 4.00 6.72 250 1.22 1.79 4.04 6.79 260 1.22 1.80 4.08 6.87 270 1.22 1.82 4.12 6.94 280 1.22 1.84 4.16 7.00 290 1.22 1.86 4.20 7.06 300 1.22 1.87 4.23 7.12 310 1.22 1.89 4.26 7.16 320 1.22 1.90 4.30 7.22 330 1.22 1.92 4.32 7.27

    Thickness is intumescent only. Table also applies to 4-sided beams subject to the maximum thickness given in the tables for I-section beams (7.681mm).

  • Page 12 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 10: I-Section Beams at 350oC 30 minutes 60 minutes 90 minutes

    Section factor

    up to m-1 Thickness

    mm Section factor

    up to m-1 Thickness

    mm Section factor

    up to m-1 Thickness

    mm

    150 1.215 150 3.609 75 4.162 155 1.243 155 3.695 80 4.490 160 1.272 160 3.780 85 4.817 165 1.300 165 3.866 90 5.145 170 1.329 170 3.951 95 5.472 175 1.357 175 4.037 100 5.800 180 1.386 180 4.123 105 5.980 185 1.414 185 4.208 110 6.161 190 1.443 190 4.294 115 6.341 195 1.471 195 4.379 120 6.521 200 1.499 200 4.465 125 6.702 205 1.528 205 4.550 130 6.882 210 1.556 210 4.636 135 7.062 215 1.585 215 4.722 140 7.243 220 1.613 220 4.807 145 7.423 225 1.642 225 4.893 150 7.603 230 1.670 230 4.978 235 1.699 235 5.064 240 1.727 240 5.150 245 1.756 245 5.235 250 1.784 250 5.321 255 1.813 255 5.406 260 1.841 260 5.492 265 1.870 265 5.577 270 1.898 270 5.663 275 1.927 275 5.749 280 1.955 280 5.931 285 1.984 285 6.260 290 2.012 290 6.588 295 2.041 295 6.916 300 2.069 300 7.245 305 2.097 305 7.573 310 2.126 315 2.154 320 2.183 325 2.211 330 2.240

    Thickness is intumescent only. Three sided beams with a concrete slab.

  • Page 13 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 11: I-Section Beams at 400oC

    30 minutes 60 minutes 90 minutes Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    230 1.213 90 2.073 215 4.285 75 3.863 180 5.819 235 1.244 95 2.136 220 4.349 80 3.956 185 5.912 240 1.276 100 2.200 225 4.414 85 4.049 190 6.005 245 1.308 105 2.264 230 4.478 90 4.142 195 6.098 250 1.340 110 2.327 235 4.542 95 4.235 200 6.191 255 1.372 115 2.391 240 4.606 100 4.328 205 6.284 260 1.404 120 2.455 245 4.670 105 4.422 210 6.377 265 1.436 125 2.518 250 4.734 110 4.515 215 6.471 270 1.467 130 2.582 255 4.799 115 4.608 220 6.564 275 1.499 135 2.645 260 4.863 120 4.701 225 6.657 280 1.531 140 2.709 265 4.927 125 4.794 230 6.750 285 1.563 145 2.773 270 4.991 130 4.887 235 6.843 290 1.595 150 2.836 275 5.055 135 4.980 240 6.936 295 1.627 155 2.900 280 5.120 140 5.074 245 7.029 300 1.659 160 3.067 285 5.184 145 5.167 250 7.123 305 1.690 165 3.233 290 5.248 150 5.260 255 7.216 310 1.722 170 3.400 295 5.312 155 5.353 260 7.309 315 1.754 175 3.567 300 5.376 160 5.446 265 7.402 320 1.786 180 3.733 305 5.441 165 5.539 270 7.495 325 1.818 185 3.900 310 5.505 170 5.632 275 7.588 330 1.850 190 3.964 315 5.569 175 5.725 280 7.681

    195 4.028 320 5.633 200 4.093 325 5.697 205 4.157 330 5.761 210 4.221

    Thickness is intumescent only. Three sided beams with a concrete slab.

  • Page 14 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 12: I-Section Beams at 450oC 30 minutes 60 minutes 90 minutes

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    260 1.208 160 1.439 75 3.511 205 5.535 265 1.233 165 1.591 80 3.589 210 5.613 270 1.259 170 1.743 85 3.666 215 5.691 275 1.284 175 1.896 90 3.744 220 5.769 280 1.309 180 2.048 95 3.822 225 5.847 285 1.335 185 2.200 100 3.900 230 5.925 290 1.360 190 2.352 105 3.978 235 6.002 295 1.386 195 2.504 110 4.056 240 6.080 300 1.411 200 2.657 115 4.134 245 6.158 305 1.437 205 2.809 120 4.211 250 6.236 310 1.462 210 2.932 125 4.289 255 6.314 315 1.488 215 3.013 130 4.367 260 6.392 320 1.513 220 3.094 135 4.445 265 6.470 325 1.538 225 3.174 140 4.523 270 6.548 330 1.564 230 3.255 145 4.601 275 6.625

    235 3.335 150 4.679 280 6.703 240 3.416 155 4.757 285 6.781 245 3.497 160 4.834 290 6.859 250 3.577 165 4.912 295 6.937 255 3.658 170 4.990 300 7.015 260 3.739 175 5.068 305 7.093 265 3.819 180 5.146 310 7.170 270 3.900 185 5.224 315 7.248 275 3.973 190 5.302 320 7.326 280 4.046 195 5.380 325 7.404 285 4.119 200 5.457 330 7.482 290 4.192 295 4.265 300 4.338 305 4.412 310 4.485 315 4.558 320 4.631 325 4.704 330 4.777 Thickness is intumescent only. Three sided beams with a concrete slab.

  • Page 15 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 13: I-Section Beams 500oC

    30 minutes 60 minutes

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    330 1.200 130 1.255 235 2.690 135 1.290 240 2.760 140 1.360 245 2.830 145 1.430 250 2.900 150 1.500 255 2.978 155 1.570 260 3.057 160 1.640 265 3.135 165 1.710 270 3.214 170 1.780 275 3.292 175 1.850 280 3.370 180 1.920 285 3.449 185 1.990 290 3.527 190 2.060 295 3.605 195 2.130 300 3.684 200 2.200 305 3.762 205 2.270 310 3.841 210 2.340 315 3.919 215 2.410 320 3.997 220 2.480 325 4.076 225 2.550 330 4.154 230 2.620

    Thickness is intumescent only. Three sided beams with a concrete slab.

  • Page 16 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 13: Continued I-Section Beams at 500oC

    90 minutes 120minutes

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    75 2.133 205 4.984 155 5.482 80 2.300 210 5.054 160 5.659 85 2.467 215 5.124 165 5.835 90 2.633 220 5.195 170 6.012 95 2.800 225 5.265 175 6.189 100 2.967 230 5.336 180 6.366 105 3.133 235 5.406 110 3.300 240 5.476 115 3.467 245 5.547 120 3.633 250 5.617 125 3.800 255 5.687 130 3.928 260 5.758 135 3.999 265 5.828 140 4.069 270 5.899 145 4.139 275 5.969 150 4.210 280 6.039 155 4.280 285 6.110 160 4.350 290 6.180 165 4.421 295 6.250 170 4.491 300 6.321 175 4.561 305 6.391 180 4.632 310 6.461 185 4.702 315 6.532 190 4.773 320 6.602 195 4.843 325 6.673 200 4.913 330 6.743

    Thickness is intumescent only. Three sided beams with a concrete slab.

  • Page 17 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 14: I-Section Beams at 550oC

    30 minutes 60 minutesSection

    factor up to m-1 Thickness

    mm Section

    factor up to m-1 Thickness

    mm 330 1.200 155 1.255

    160 1.326 165 1.396 170 1.467 175 1.537 180 1.608 185 1.678 190 1.749 195 1.819 200 1.890 205 1.960 210 2.031 215 2.101 220 2.172 225 2.223 230 2.262 235 2.300 240 2.338 245 2.377 250 2.415 255 2.454 260 2.492 265 2.531 270 2.569 275 2.608 280 2.646 285 2.685 290 2.723 295 2.762 300 2.800 305 2.838 310 2.877 315 2.931 320 3.009 325 3.086 330 3.164

    Thickness is intumescent only. Three sided beams with a concrete slab.

  • Page 18 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 14 continued: I-Section Beams at 550oC

    90 minutes 120 minutes Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    75 1.333 205 4.592 75 3.637 180 5.760 80 1.500 210 4.660 80 3.738 185 5.861 85 1.667 215 4.728 85 3.839 190 5.962 90 1.833 220 4.796 90 3.940 195 6.063 95 2.000 225 4.864 95 4.041 200 6.164

    100 2.167 230 4.931 100 4.143 205 6.265 105 2.333 235 4.999 105 4.244 210 6.366 110 2.500 240 5.067 110 4.345 215 6.467 115 2.667 245 5.135 115 4.446 220 6.568 120 2.833 250 5.203 120 4.547 225 6.669 125 2.994 255 5.271 125 4.648 230 6.770 130 3.150 260 5.339 130 4.749 235 6.871 135 3.306 265 5.406 135 4.850 240 6.972 140 3.463 270 5.474 140 4.951 245 7.073 145 3.619 275 5.542 145 5.052 250 7.174 150 3.775 280 5.610 150 5.153 255 7.276 155 3.914 285 5.678 155 5.254 260 7.377 160 3.981 290 5.746 160 5.355 265 7.478 165 4.049 295 5.814 165 5.456 270 7.579 170 4.117 300 5.881 170 5.557 275 7.680 175 4.185 305 5.949 175 5.659 180 4.253 310 6.017 185 4.321 315 6.085 190 4.389 320 6.153 195 4.456 325 6.221 200 4.524 330 6.289

    Thickness is intumescent only. Three sided beams with a concrete slab.

  • Page 19 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 15: I-Section Beams at 600oC 30 minutes 60 minutes

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    330 1.200 175 1.255 180 1.259 185 1.340 190 1.421 195 1.502 200 1.583 205 1.665 210 1.746 215 1.827 220 1.908 225 1.989 230 2.070 235 2.151 240 2.213 245 2.246 250 2.279 255 2.311 260 2.344 265 2.377 270 2.409 275 2.442 280 2.475 285 2.507 290 2.540 295 2.573 300 2.606 305 2.638 310 2.671 315 2.704 320 2.736 325 2.769 330 2.802

    Thickness is intumescent only. Three sided beams with a concrete slab.

  • Page 20 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 15 continued: I-Section Beams at 600oC

    90 minutes 120 minutes Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    90 1.226 215 3.932 70 3.190 195 5.558 95 1.378 220 4.011 75 3.323 200 5.651

    100 1.530 225 4.090 80 3.416 205 5.744 105 1.683 230 4.169 85 3.509 210 5.837 110 1.835 235 4.248 90 3.602 215 5.930 115 1.987 240 4.328 95 3.695 220 6.024 120 2.139 245 4.407 100 3.788 225 6.117 125 2.291 250 4.486 105 3.881 230 6.210 130 2.443 255 4.565 110 3.975 235 6.303 135 2.596 260 4.644 115 4.068 240 6.396 140 2.748 265 4.723 120 4.161 245 6.489 145 2.900 270 4.803 125 4.254 250 6.582 150 2.974 275 4.882 130 4.347 255 6.675 155 3.047 280 4.961 135 4.440 260 6.769 160 3.121 285 5.040 140 4.533 265 6.862 165 3.194 290 5.119 145 4.626 270 6.955 170 3.268 295 5.198 150 4.720 275 7.048 175 3.341 300 5.278 155 4.813 280 7.141 180 3.415 305 5.357 160 4.906 285 7.234 185 3.488 310 5.436 165 4.999 290 7.327 190 3.562 315 5.515 170 5.092 295 7.421 195 3.635 320 5.594 175 5.185 300 7.514 200 3.709 325 5.673 180 5.278 305 7.607 205 3.782 330 5.753 185 5.372 310 7.700 210 3.856 190 5.465

    Thickness is intumescent only. Three sided beams with a concrete slab.

  • Page 21 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 16: I-Section Beams at 620oC

    30 minutes 60 minutes Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    330 1.200 180 1.250 185 1.268 190 1.340 195 1.412 200 1.483 205 1.555 210 1.627 215 1.698 220 1.770 225 1.842 230 1.913 235 1.985 240 2.057 245 2.128 250 2.200 255 2.226 260 2.252 265 2.278 270 2.304 275 2.330 280 2.356 285 2.381 290 2.407 295 2.433 300 2.459 305 2.485 310 2.511 315 2.537 320 2.563 325 2.589 330 2.615

    Thickness is intumescent only. Three sided beams with a concrete slab.

  • Page 22 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 16 continued: I-Section Beams at 620oC

    90 minutes 120 minutes Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    90 1.226 215 3.525 60 1.633 200 5.348 95 1.267 220 3.588 65 1.822 205 5.438 100 1.383 225 3.650 70 2.011 210 5.529 105 1.500 230 3.713 75 2.200 215 5.619 110 1.617 235 3.775 80 2.389 220 5.710 115 1.733 240 3.838 85 2.578 225 5.800 120 1.850 245 3.900 90 2.767 230 5.890 125 1.967 250 3.995 95 2.956 235 5.981 130 2.083 255 4.090 100 3.144 240 6.071 135 2.200 260 4.185 105 3.333 245 6.162 140 2.317 265 4.280 110 3.522 250 6.252 145 2.433 270 4.375 115 3.711 255 6.343 150 2.550 275 4.470 120 3.900 260 6.433 155 2.667 280 4.565 125 3.990 265 6.524 160 2.783 285 4.660 130 4.081 270 6.614 165 2.900 290 4.755 135 4.171 275 6.705 170 2.963 295 4.850 140 4.262 280 6.795 175 3.025 300 4.945 145 4.352 285 6.886 180 3.088 305 5.040 150 4.443 290 6.976 185 3.150 310 5.135 155 4.533 295 7.067 190 3.213 315 5.230 160 4.624 300 7.157 195 3.275 320 5.325 165 4.714 305 7.248 200 3.338 325 5.420 170 4.805 310 7.338 205 3.400 330 5.515 175 4.895 315 7.429 210 3.463 180 4.986 320 7.519

    185 5.076 325 7.610 190 5.167 330 7.700 195 5.257

    Thickness is intumescent only. Three sided beams with a concrete slab.

  • Page 23 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 17: I-Section Beams at 650oC

    30 minutes 60 minutes Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    330 1.200 200 1.215 205 1.293 210 1.371 215 1.449 220 1.528 225 1.606 230 1.684 235 1.762 240 1.840 245 1.919 250 1.997 255 2.075 260 2.153 265 2.210 270 2.236 275 2.261 280 2.287 285 2.312 290 2.338 295 2.364 300 2.389 305 2.415 310 2.440 315 2.466 320 2.491 325 2.517 330 2.542

    Thickness is intumescent only. Three sided beams with a concrete slab.

  • Page 24 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 17 continued: I-Section Beams at 650oC

    90 minutes 120 minutes Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    90 1.226 215 2.760 65 1.633 200 5.021 95 1.238 220 2.818 70 1.659 205 5.099

    100 1.250 225 2.877 75 1.852 210 5.177 105 1.321 230 2.951 80 2.045 215 5.255 110 1.392 235 3.036 85 2.239 220 5.333 115 1.463 240 3.120 90 2.432 225 5.411 120 1.534 245 3.205 95 2.625 230 5.489 125 1.604 250 3.290 100 2.818 235 5.566 130 1.675 255 3.375 105 3.011 240 5.644 135 1.746 260 3.459 110 3.205 245 5.722 140 1.817 265 3.544 115 3.398 250 5.800 145 1.888 270 3.629 120 3.591 255 5.878 150 1.959 275 3.714 125 3.784 260 5.956 155 2.030 280 3.798 130 3.931 265 6.034 160 2.101 285 3.883 135 4.009 270 6.111 165 2.172 290 3.990 140 4.087 275 6.189 170 2.235 295 4.104 145 4.165 280 6.267 175 2.293 300 4.217 150 4.243 285 6.345 180 2.352 305 4.330 155 4.320 290 6.423 185 2.410 310 4.443 160 4.398 295 6.501 190 2.468 315 4.556 165 4.476 300 6.579 195 2.527 320 4.669 170 4.554 305 6.657 200 2.585 325 4.782 175 4.632 310 6.734 205 2.643 330 4.895 180 4.710 315 6.812 210 2.702 185 4.788 320 6.890

    190 4.866 325 6.968 195 4.943 330 7.046

    Thickness is intumescent only. Three sided beams with a concrete slab.

  • Page 25 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 18: I-Section Beams at 700oC

    30 minutes 60 minutes Section factor

    up to m-1 Thickness mm

    Section factor

    up to m-1 Thickness mm

    330 1.200 200 1.215 205 1.225 210 1.235 215 1.246 220 1.313 225 1.380 230 1.448 235 1.515 240 1.582 245 1.649 250 1.716 255 1.783 260 1.851 265 1.918 270 1.985 275 2.052 280 2.119 285 2.187 290 2.217 295 2.237 300 2.258 305 2.279 310 2.299 315 2.320 320 2.341 325 2.362 330 2.382

    Thickness is intumescent only. Three sided beams with a concrete slab.

  • Page 26 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 18 continued I-Section Beams at 700oC

    90 minutes 120 minutes

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    Section factor

    up to m-1 Thickness

    mm

    90 1.226 215 2.540 65 1.633 200 4.624 95 1.238 220 2.591 70 1.659 205 4.693 100 1.250 225 2.643 75 1.685 210 4.761 105 1.308 230 2.694 80 1.710 215 4.829 110 1.366 235 2.746 85 1.873 220 4.898 115 1.424 240 2.797 90 2.037 225 4.966 120 1.482 245 2.849 95 2.200 230 5.035 125 1.540 250 2.900 100 2.363 235 5.103 130 1.598 255 2.968 105 2.527 240 5.171 135 1.655 260 3.037 110 2.690 245 5.240 140 1.713 265 3.105 115 2.854 250 5.308 145 1.771 270 3.174 120 3.017 255 5.376 150 1.829 275 3.242 125 3.181 260 5.445 155 1.887 280 3.311 130 3.344 265 5.513 160 1.945 285 3.379 135 3.508 270 5.581 165 2.003 290 3.448 140 3.671 275 5.650 170 2.061 295 3.516 145 3.835 280 5.718 175 2.119 300 3.585 150 3.941 285 5.786 180 2.177 305 3.653 155 4.009 290 5.855 185 2.231 310 3.722 160 4.078 295 5.923 190 2.282 315 3.790 165 4.146 300 5.991 195 2.334 320 3.859 170 4.214 305 6.060 200 2.385 325 3.949 175 4.283 310 6.128 205 2.437 330 4.073 180 4.351 315 6.196 210 2.488 185 4.419 320 6.265

    190 4.488 325 6.333 195 4.556 330 6.401

    Thickness is intumescent only. Three sided beams with a concrete slab.

  • Page 27 of 27 Signed

    Issued: 3rd April 2007 Revised: 24th September 2008 Valid to: 31st October 2012

    CERTIFICATE No CF 468 INTERNATIONAL PAINT LIMITED

    Interchar 212

    Table 19: Hollow Section Columns

    Thickness (mm) for Fire Resistance Period: 520oC Section factor up to m-1 30 minutes 60 minutes 90 minutes 120 minutes

    10 1.22 1.22 1.22 1.38 20 1.22 1.22 1.76 2.49 30 1.22 1.22 2.40 3.41 40 1.22 1.43 2.94 4.18 50 1.22 1.64 3.41 4.84 60 1.22 1.84 3.81 5.40 70 1.22 2.01 4.15 5.88 80 1.22 2.15 4.45 6.32 90 1.22 2.28 4.72 6.69

    100 1.22 2.40 4.96 7.03 110 1.22 2.50 5.17 7.34 120 1.22 2.59 5.37 7.61 130 1.22 2.68 5.54 7.86 140 1.22 2.76 5.70 8.09 150 1.22 2.83 5.85 8.30 160 1.22 2.89 5.98 8.48 170 1.22 2.96 6.11 8.66 180 1.22 3.01 6.22 8.82 190 1.22 3.06 6.33 8.97 200 1.22 3.11 6.42 9.11 210 1.22 3.15 6.51 9.24 220 1.22 3.19 6.60 9.36 230 1.22 3.23 6.68 9.48 240 1.22 3.27 6.76 9.58 250 1.22 3.30 6.83 9.68 260 1.22 3.33 6.89 9.78 270 1.22 3.36 6.95 9.86 280 1.22 3.39 7.02 9.95 290 1.22 3.42 7.07 10.03 300 1.22 3.45 7.12 10.10

    Thickness is intumescent only. Table applies to circular and rectangular hollow sections.


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