CERTIFICATE OF FIRE APPROVAL

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1 LR CERTIFICATE OF FIRE APPROVAL This is to certify that The product(s) detailed below will be accepted for compliance with the applicable Lloyd s Register Rules and Regulations for use on offshore installations classed with Lloyd s Register, and for use on offshore installations when authorised by contracting governments to issue the relevant certificates, licences, permits etc. Manufacturer Address Type Equipment Description Morgan Advanced Materials Tebay Road Bromborough Cheshire L62 3PH United Kingdom (UK) STRUCTURAL STEEL STANDARD FIRE PROTECTION SYSTEM Structural Steel I Sections and H Sections Protected with Either One or Two Layers of Firemaster Marine Plus Blanket Silicate Fibre Blanket (Density 96kg/m 3 ) Specified Standard BS EN 363-2: 999 BS EN 338-4: 203 The attached Design Appraisal Document forms part of this certificate. This certificate remains valid unless cancelled or revoked, provided the conditions in the attached Design Appraisal Document are complied with and the equipment remains satisfactory in service. of issue 4 April 206 Expiry date 3 April 202 Certificate No. SAS F605 Signed MTES Fire & Safety Lloyd's Register EMEA Sheet No of 27 Name M. Farrier Surveyor to Lloyd s Register EMEA A Member of the Lloyd s Register Group Note: This certificate is not valid for equipment, the design or manufacture of which has been varied or modified from the specimen tested. The manufacturer should notify Lloyd s Register of any modification or changes to the equipment in order to obtain a valid Certificate. Lloyd's Register Group Limited, its affiliates and subsidiaries and their respective officers, employees or agents are, individually and collectively, referred to in this clause as the 'Lloyd's Register'. Lloyd's Register assumes no responsibility and shall not be liable to any person for any loss, damage or expense caused by reliance on the information or advice in this document or howsoever provided, unless that person has signed a contract with the relevant Lloyd's Register entity for the provision of this information or advice and in that case any responsibility or liability is exclusively on the terms and conditions set out in that contract.

2 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 This Design Appraisal Document forms part of the Certificate. APPROVAL DOCUMENTATION BRE Global Test Report, Watford, Herts, UK, Report No Issue:, d 05 March 205. BRE Global Test Report, Watford, Herts, UK, Report No Issue:, d 06 March 205. BRE Global Test Report, Watford, Herts, UK, Report No Issue:, d 06 March 205. BRE Global Test Report, Watford, Herts, UK, Report No Issue:, d 5 May 206. BRE Global Test Report, Watford, Herts, UK, Report No Issue:, d 9 May 205. BRE Global Test Report, Watford, Herts, UK, Report No Issue:, d 9 May 206. BRE Global Assessment Report, Watford, Herts, UK, Report No. CC B, d 0 July 205. BRE Global Assessment Report, Watford, Herts, UK, Report No. CC A, d 0 July 205. CONDITIONS OF CERTIFICATION. Evaluation of the Test Results for standard fires are given in Appendices to 2 attached to this certificate 2. Passive Fire Protection Systems consisting of either: One Layer of 96kg/m 3 density FIREMASTER MARINE PLUS BLANKET low bio persistence alkaline earth silicate fibre blanket retained to a steel structural member by 3mm diameter welded steel pins with a length of approximately 5mm greater than the blanket thickness, spaced at 50mm centres to all flanges, webs and 50mm from all insulation joints for blankets up to 52mm thick; OR Two Layers of 96kg/m 3 density FIREMASTER MARINE PLUS BLANKET low bio persistence alkaline earth silicate fibre blanket retained to a steel structural member by 3mm diameter welded steel pins with a length of approximately 5mm greater than the blanket thickness spaced at 50mm centres, to all flanges, webs and insulation joints for blankets greater than 52mm thick 3. Application in each case to be approved by Lloyd s Register at the design stage 4. When multiple layers are used, the lesser thicknesses are to be positioned on the outside 5. Production items are to be manufactured in accordance with a quality control system which shall be maintained to ensure that items are of the same standard as the approved prototype

3 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 PLACES OF PRODUCTION Thermal Ceramics Cerrada La Paz No 0 Fraccionamiento Industrio la Paz Pachuca Hidalgo Mexico Thermal Ceramics -3 Bookdong Non Gong Eup Dal Sung-Gun Dae Gui-Shi Republic of Korea Murugappa Morgan Thermal Ceramics Ltd, NH4, Kamaraj Nagar Mukundarayapuram, Ranipet Tamil Nadu India Thermal Ceramics Lieu-dit Les Plantées St. Marcellin-en-Forez F France Morgan Thermal Ceramics (Kailong) No. 20-, Quankou Road Jingmen City Hubei Province People s Republic of China Morgan Thermal Ceramics 8 Kang'an Rd Pudong Shanghai China Thermal Ceramics 202 Old Savannah Rd Augusta GA United States of America (USA) Morganite Brazil LTDA Rua Darcy Pereira 83 Distrito Industrial de Santa Cruz Rio de Janeiro-RJ Brazil MTES Fire & Safety Lloyd's Register EMEA LR Martin Farrier Lead Specialist Statutory Fire & Safety Marine Technology and Engineering Services Lloyd s Register EMEA Supplementary Type Approval Terms and Conditions This certificate and Design Appraisal Document relates to type approval, it certifies that the prototype(s) of the product(s) referred to herein has/have been found to meet the applicable design criteria for the use specified herein, it does not mean or imply approval for any other use, nor approval of any products designed or manufactured otherwise than in strict conformity with the said prototype(s).

4 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Appendix Minimum thickness of FIREMASTER MARINE PLUS BLANKET (96kg/m³ density) applied to a structural steel I- and H-Sections necessary to restrict the mean temperature rise of the steel cores to 50 C, within the specified time period, in minutes, as a function of the cross sectional area and shape of the structural element represented by the Hp/A value. Where: Hp is the perimeter of the cross-section of the element exposed to a standard fire in metres (m); and A is the area of the element in square metres. Hp/A (m - )

5 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Hp/A (m - )

6 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Appendix 2 Minimum thickness of FIREMASTER MARINE PLUS BLANKET (96kg/m³ density) applied to a structural steel I- and H-Sections necessary to restrict the mean temperature rise of the steel cores to 200 C, within the specified time period, in minutes, as a function of the cross sectional area and shape of the structural element represented by the Hp/A value. Where: Hp is the perimeter of the cross-section of the element exposed to a standard fire in metres (m); and A is the area of the element in square metres. Hp/A (m - )

7 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Hp/A (m - )

8 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Appendix 3 Minimum thickness of FIREMASTER MARINE PLUS BLANKET (96kg/m³ density) applied to a structural steel I- and H-Sections necessary to restrict the mean temperature rise of the steel cores to 250 C, within the specified time period, in minutes, as a function of the cross sectional area and shape of the structural element represented by the Hp/A value. Where: Hp is the perimeter of the cross-section of the element exposed to a standard fire in metres (m); and A is the area of the element in square metres. Hp/A (m - )

9 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Hp/A (m - )

10 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Appendix 4 Minimum thickness of FIREMASTER MARINE PLUS BLANKET (96kg/m³ density) applied to a structural steel I- and H-Sections necessary to restrict the mean temperature rise of the steel cores to 300 C, within the specified time period, in minutes, as a function of the cross sectional area and shape of the structural element represented by the Hp/A value. Where: Hp is the perimeter of the cross-section of the element exposed to a standard fire in metres (m); and A is the area of the element in square metres. Hp/A (m - )

11 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Hp/A (m - )

12 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Appendix 5 Minimum thickness of FIREMASTER MARINE PLUS BLANKET (96kg/m³ density) applied to a structural steel I- and H-Sections necessary to restrict the mean temperature rise of the steel cores to 350 C within the specified time period, in minutes, as a function of the cross sectional area and shape of the structural element represented by the Hp/A value. Where: Hp is the perimeter of the cross-section of the element exposed to a standard fire in metres (m); and A is the area of the element in square metres. Hp/A (m - )

13 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Hp/A (m - )

14 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Appendix 6 Minimum thickness of FIREMASTER MARINE PLUS BLANKET (96kg/m³ density) applied to a structural steel I- and H-Sections necessary to restrict the mean temperature rise of the steel cores to 400 C within the specified time period, in minutes, as a function of the cross sectional area and shape of the structural element represented by the Hp/A value. Where: Hp is the perimeter of the cross-section of the element exposed to a standard fire in metres (m); and A is the area of the element in square metres. Hp/A (m - )

15 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Hp/A (m - )

16 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Appendix 7 Minimum thickness of FIREMASTER MARINE PLUS BLANKET (96kg/m³ density) applied to a structural steel I- and H-Sections necessary to restrict the mean temperature rise of the steel cores to 450 C within the specified time period, in minutes, as a function of the cross sectional area and shape of the structural element represented by the Hp/A value. Where: Hp is the perimeter of the cross-section of the element exposed to a standard fire in metres (m); and A is the area of the element in square metres. Hp/A (m - )

17 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Hp/A (m - )

18 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Appendix 8 Minimum thickness of FIREMASTER MARINE PLUS BLANKET (96kg/m³ density) applied to a structural steel I- and H-Sections necessary to restrict the mean temperature rise of the steel cores to 500 C within the specified time period, in minutes, as a function of the cross sectional area and shape of the structural element represented by the Hp/A value. Where: Hp is the perimeter of the cross-section of the element exposed to a standard fire in metres (m); and A is the area of the element in square metres. Hp/A (m - )

19 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Hp/A (m - )

20 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Appendix 9 Minimum thickness of FIREMASTER MARINE PLUS BLANKET (96kg/m³ density) applied to a structural steel I- and H-Sections necessary to restrict the mean temperature rise of the steel cores to 550 C within the specified time period, in minutes, as a function of the cross sectional area and shape of the structural element represented by the Hp/A value. Where: Hp is the perimeter of the cross-section of the element exposed to a standard fire in metres (m); and A is the area of the element in square metres. Hp/A (m - )

21 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Hp/A (m - )

22 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Appendix 0 Minimum thickness of FIREMASTER MARINE PLUS BLANKET (96kg/m³ density) applied to a structural steel I- and H-Sections necessary to restrict the mean temperature rise of the steel cores to 600 C within the specified time period, in minutes, as a function of the cross sectional area and shape of the structural element represented by the Hp/A value. Where: Hp is the perimeter of the cross-section of the element exposed to a standard fire in metres (m); and A is the area of the element in square metres. Hp/A (m - )

23 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Hp/A (m - )

24 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Appendix Minimum thickness of FIREMASTER MARINE PLUS BLANKET (96kg/m³ density) applied to a structural steel I- and H-Sections necessary to restrict the mean temperature rise of the steel cores to 650 C within the specified time period, in minutes, as a function of the cross sectional area and shape of the structural element represented by the Hp/A value. Where: Hp is the perimeter of the cross-section of the element exposed to a standard fire in metres (m); and A is the area of the element in square metres. Hp/A (m - )

25 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Hp/A (m - )

26 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Appendix 2 Minimum thickness of FIREMASTER MARINE PLUS BLANKET (96kg/m³ density) applied to a structural steel I- and H-Sections necessary to restrict the mean temperature rise of the steel cores to 700 C within the specified time period, in minutes, as a function of the cross sectional area and shape of the structural element represented by the Hp/A value. Where: Hp is the perimeter of the cross-section of the element exposed to a standard fire in metres (m); and A is the area of the element in square metres. Hp/A (m - )

27 7 Fenchurch Street, London, EC3M 4BS Telephone Fax of 27 SAS F605 4 April 206 MTES/SFS/TA/KT/MF/WP ATTACHMENT TO CERTIFICATE OF TYPE APPROVAL No. SAS F605 Hp/A (m - )

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