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HomeMy WebLinkAboutAPPROVED Product approvalNemo |etc . Certificate of Authorization #32455 353 Christian Street ,Unit #13 Oxford ,CT 06478 (203 )262-9245 CONSULTENGINEEREVALUATETEST EVALUATION REPORT CertainTeed ,LLC 20 Moores Road Malvern ,PA 19355 (610 )893-5400 Evaluation Report 3520.03.04 -R25 FL2533 -R24 Date of Issuance :09/19/2005 Revision 25 :07/20/2020 SCOPE : This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida .The documentation submitted has been reviewed by Robert Nieminen , P.E.for use of the product under the Florida Building Code .The product described herein has been evaluated for compliance with the 7th Edition (2020 )Florida Building Code sections noted herein . DESCRIPTION :Flintlastic®Modified Bitumen Roof Systems LADELNING .tabeling shall be in accordance with the requirements of the Atur euited Quality Assurance Agency noted herein . CONTINUED COMPLIANCE :This Evaluation Report is valid until such time as the named product (s)changes ,the referenced Quality Assurance or production facility location (s )changes ,or Code provisions that relate to the product (s )change . Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC ,LLC of any changes to the product (s ),the Quality Assurance or the production facility location (s ).NEMO ETC ,LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle . ADVERTISEMENT:The Florida Product Approval Number (FL #)preceded by the words "NEMO |etc.Evaluated "may be displayed in advertising literature .If any portion of the Evaluation Report is displayed ,then it shall be done in its entirety . INSPECTION :Upon request ,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official . This Evaluation Report consists of pages 1 through 5 ,plus a 74 -page Appendix . Prepared by : NO -S74e STATE OFRobertJ.M.Nieminen ,P.E.The facsimile seal appearing was authorized by Robert Florida Registration No.59166 ,Florida DCA ANE1983 Nieminen ,P.E.on 07/20/2020 .This does not serve as an electronically signed document . CERTIFICATION OF INDEPENDENCE : 1 .NEMO ETC ,LLC does not have ,nor does it intend to acquire or will it acquire ,a financial interest in any company manufacturing or distributing products it evaluates . 2 .NEMO ETC ,LLC is not owned ,operated or controlled by any company manufacturing or distributing products it evaluates . 3 .Robert Nieminen ,P.E.does not have nor will acquire ,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued . 4 .Robert Nieminen ,P.E.does not have ,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5 .This is a building code evaluation .Neither NEMO ETC ,LLC nor Robert Nieminen ,P.E.are ,in any way ,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is /was used for permitting or design guidance unless retained specifically for that purpose . ©2019 NEMO ETC ,LLC NEMO etc. ROOFING SYSTEMS EVALUATION : 1 .SCOPE : Product Category :Roofing Sub -Category :Modified Bitumen Roof Systems Compliance Statement:Flintlastic®Modified Bitumen Roof Systems,as produced by Certain Teed ,LLC,have demonstrated compliance with the following sections of the 7th Edition (2020 )Florida Building Code through testing in accordance with the following Standards .Compliance is subject to the Installation Requirements and Limitations /Conditions of Use set forth herein . 2 .STANDARDS : Section 1504.3.1 1504.6 1504.7 1507.1.1 1507.10.2 1507.10.2 1507.10.2 1507.11.2 1507.11.2 1507.11.2 1507.11.2 Property Wind resistance Accelerated weathering Impact resistance Material standard Material standard Material standard Material standard Material standard Material standard Material standard Material standard Standard FM 4474 ASTM G155 FM 4470 ASTM D1970 ASTM D2178 ASTM D4601 ASTM D4897 ASTM D6163 ASTM D6164 ASTM D6222 ASTM D6509 Year 2011 2013 2016 2015 2015 2012 2009 2015 2011 2011 2015 3 .REFERENCES : Entity ERD (TST6049) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049 ) ERD (TST6049) ERD (TST6049 ) ERD (TST6049 ) Examination FM 4470 FM 4470 FM 4470 FM 4470 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 PP (CoolStar ) FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 ASTM G155 FM 4470/4474 ASTM G155 FM 4470/4474 ASTM G155 ASTM G155 FM 4470/4474 TAS 117 (B ) FM 4470/4474 FM 4470/4474 Criticality FM 4470/4474 FM 4470/4474 ASTM D1970 TAS 117 (A ) FM 4470/4474 FM 4470/4474 ASTM G155 ASTM D6222 ASTM D6163 Reference 3504.06.01-1 3513.08.02 03515.07.03 3519.12.03 3522.07.04 02843.02.05-11 3533.01.06 4674.11.01-1 3521.07.04 -R1 02764.09.05 -R1 02762.03.05 -R1 C10080.09.08 C8370.08.08 -R1 P6860.06.07 -R1 C30310.12.09 C30560.03.10 C31410.06.10-1 -R1 C31420.08.10 C31410.10.10 -R1 C33980.12.10 C31410.01.11-1 -R1 C31410.06.10-2 -R1 C33830.02.11 C35500.02.11 C37820.07.12 C37830.07.12 C42110.08.12 C39670.08.12 C42280.08.12 040050.09.12-2 A35880.04.12 -R1 C44580.07.13 C46090.11.13 -A C31410.12.13 C40050.12.13 -R1 C45110.01.14 Date 06/05/2001 08/15/2002 07/22/2003 12/22/2003 07/28/2004 02/10/2005 01/06/2006 03/21/2006 10/26/2007 12/10/2007 12/10/2007 09/04/2008 10/05/2009 09/10/2009 12/17/2009 03/18/2010 06/03/2010 09/21/2010 10/27/2010 12/22/2010 01/10/2011 01/10/2011 02/08/2011 02/09/2011 07/24/2012 07/26/2012 08/13/2012 08/20/2012 08/20/2012 09/28/2012 10/26/2012 07/25/2013 11/20/2013 12/05/2013 12/05/2013 01/20/2014 Entity FM (TST1867 ) FM (TST1867 ) FM (TST1867 ) FM (TST1867 ) FM (TST1867 ) FM (TST1867 ) FM (TST1867 ) FM (TST1867) FM (TST1867 ) FM (TST1867) FM (TST1867 ) FM (TST1867 ) FM (TST1867 ) FM (TST1867 ) FM (TST1867 ) FM (TST1867 ) FM (TST1867 ) FM (TST1867 ) FM (TST1867 ) FM (TST1867) FM (TST1867 ) FM (TST1867 ) FM (TST1867 ) FM (TST1867 ) FM (TST1867 ) FM (TST1867 ) FM (TST1867 ) FM (TST1867 ) FM (TST1867) FM (TST1867 ) FM (TST1867 ) NEMO (TST6049 ) NEMO (TST6049 ) NEMO (TST6049 ) NEMO (TST6049 ) NEMO (TST6049 ) Examination FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4474 FM 4474 FM 4474 FM 4474 FM 4474 Reference 3Y8A1.AM 2D5A9.AM 3009502 3008869 3009610 3006025 3012321 3009814 3014502 3015444 3014692 3014751 3018579 3020703 3021759 3022038 3023458 3026128 3024311 3025766 3028410 3026964 3031262 3031199 3032172 3037127 3039848 3046104 3048520 3055491 3063970 4L -CTR -18-002.09.18-1 4L -CTR -18-002.09.18-2 4L -CTR -18-002.10.18 4L -CTR -18-002.03.19A 4L -CTR -18-002.04.19B Date 09/30/1996 06/22/1999 12/12/2000 03/19/2001 10/15/2001 12/28/2001 07/29/2002 09/06/2002 04/04/2003 07/11/2003 08/05/2003 08/27/2003 10/09/2003 07/30/2004 06/03/2005 04/05/2006 07/18/2006 08/04/2006 11/01/2006 11/13/2006 02/19/2007 07/25/2007 11/30/2007 12/23/2008 06/12/2009 01/11/2010 12/02/2011 08/13/2013 09/19/2013 12/05/2016 09/14/2018 09/21/2018 09/21/2018 10/22/2018 03/07/2019 04/12/2019 NEMO ETC ,LLC Certificate of Authorization #32455 7TH EDITION (2020 )FBC NON -HVHZ EVALUATION Flintlastic Modified Bitumen Roof Systems Evaluation Report 3520.03.04 -R25 FL2533 -R24 Revision 25 :07/20/2020 Page 2 of 5 NEMO etc. Entity Examination Reference Date Entity Examination Reference Date ERD (TST6049 )ASTM D2178 C47250.03.14 03/26/2014 NEMO (TST11294 )FM 4474 2L -CTR -18-001.04.19.A 06/24/2019 ERD (TST6049 )FM 4470/4474 C45620.03.14 03/27/2014 NEMO (TST6049 )FM 4474 4a -CTR -19 -LSWUS -04.A 08/05/2019 ERD (TST6049 )FM 4470/4474 C46760.06.14 06/19/2014 NEMO (TST6049 )ASTM D4601 4q -CTR -19 -SSMBB -01.A 08/12/2019 ERD (TST6049 )FM 4470/4474 C47320.03.14 -R1 04/01/2015 NEMO (TST6049 )FM 4474 4a -CTR -19 -LSWUS -03.B 01/27/2020 ERD (TST6049 )FM 4470/4474 CTR -SC8995.10.15 10/14/2015 NEMO (TST6049)FM 4474 4a -CTR -19 -LSWUS -05.A 02/05/2020 ERD (TST6049 )FM 4470/4474 CTR -SC9935.01.16 01/14/2016 NEMO (TST6049)FM 4474 4a -CTR -19 -LSWUS -02.A 02/28/2020 ERD (TST6049 )FM 4470 CTR -SC9920.01.16 01/20/2016 NEMO (TST6049 )FM 4474 4a -CTR -20 -LSWUS -01.B 06/26/2020 ERD (TST6049 )FM 4470/4474 CTR -SC10420.01.16 01/25/2016 PRI (TST5878)ASTM D6164 CTC -057-02-01 08/26/2010 ERD (TST6049 )FM 4470/4474 CTR -SC9175.09.16-1 09/06/2016 PRI (TST5878 )ASTM D6163 CTC -066-02-01 08/08/2011 ERD (TST6049 )FM 4470/4474 CTR -SC9175.09.16-1 09/06/2016 PRI (TST5878 )ASTM D6222 CTC -071-02-01 08/08/2011 ERD (TST6049 )FM 4470/4474 CTR -SC11590.08.16 09/06/2016 PRI (TST5878 )ASTM G155 CTC -071-02-01 08/08/2011 ERD (TST6049 )ASTM D6163 CTR -SC11145.09.16 09/16/2016 PRI (TST5878 )ASTM D6164 CTC -093-02-01 08/08/2011 ERD (TST6049 )ASTM D4601 CTR -SC11145.09.16-3B 09/19/2016 PRI (TST5878 )ASTM G155 CTC -093-02-01 08/08/2011 ERD (TST6049 )ASTM D4897 CTR -SC11145.09.16-4 09/19/2016 PRI (TST5878 )ASTM D2178 CTC -123-02-01 03/12/2012 ERD (TST6049 )ASTM D6163 CTR -SC11145.09.16-5A 09/19/2016 PRI (TST5878 )ASTM D4601 CTC -124-02-01 03/12/2012 ERD (TST6049 )ASTM D6222 CTR -SC11145.09.16-7A 09/19/2016 PRI (TST5878)ASTM D4601 CTC -126-02-01 03/12/2012 ERD (TST6049 )ASTM D1970 CTR -SC11145.10.16 10/31/2016 PRI (TST5878)ASTM D6509 CTC -116-02-01 04/04/2012 ERD (TST6049 )FM 4470/4474 CTR -SC12255.12.16 12/27/2016 PRI (TST5878 )ASTM D6163 CTC -128-02-01 06/08/2012 ERD (TST6049 )Criticality ICP -SC15630.09.17 09/06/2017 PRI (TST5878 )ASTM D6163 CTC -129-02-01 06/08/2012 ERD (TST6049 )Criticality ICP -SC16225.09.17 09/06/2017 PRI (TST5878 )ASTM D6164 CTC -131-02-01 06/08/2012 ERD (TST6049 )FM 4474 CTR -SC15775.17 09/13/2017 PRI (TST5878 )ASTM D6164 CTC -161-02-01 05/09/2013 FM (TST1867)FM 4470 OE3A2.AM 03/30/1982 PRI (TST5878 )ASTM G155 CTC -161-02-01 05/09/2013 FM (TST1867)FM 4470 3WOA4.AM 03/16/1993 PRI (TST5878 )ASTM D6164 CTC -190-02-01 11/27/2013 FM (TST1867 )FM 4470 3WOA2.AM 03/17/1993 PRI (TST5878 )ASTM D6163 CTC -319-02-01 08/22/2017 FM (TST1867)FM 4470 3WOA3.AM 03/17/1993 PRI (TST5878 )ASTM D4601 CTC -321-02-01 08/22/2017 FM (TST1867)FM 4470 1Z4A6.AM 09/11/1996 PRI (TST5878 )ASTM D6164 CTC -354-02-01 05/11/2018 UL (QUA9625 )QA Service Confirmation 11/13/2019 4 .PRODUCT DESCRIPTION : This Evaluation Report covers Flintlastic®Modified Bitumen Roof Systems installed in accordance with Certain Teed ,LLC published installation instructions and the Limitations /Conditions of Use herein .The following CertainTeed products make up the subject systems . TABLE 1 :ROLL -GOODS FOR FLINTLASTIC MODIFIED BITUMEN ROOF SYSTEMS Material Standard Type Product Plant (s )Reference Type Grade Flintlastic®SA NailBase ASTM D4601 II N /A Little Rock ,AR Glasbase Base Sheet ASTM D4601 11 N /A Little Rock ,AR All Weather /Empire ™Base Sheet ASTM D4601 II N /A Little Rock ,AR Base Sheets Flexiglas ™Base Sheet ASTM D4601 11 N /A Little Rock ,AR Flintlastic Base 20 ASTM D4601 II N /A Little Rock ,AR Flintlastic®Poly SMS Base Sheet ASTM D4601 II N /A Little Rock ,AR Yosemite®Venting Base Sheet ASTM D4897 II N /A Little Rock ,AR Flintglas Ply 4 ASTM D2178 IV N /A Shreveport,LA Ply Sheets Flintglas®Premium Ply 6 ASTM D2178 VI N /A Shreveport,LA Flintlastic®APP Base T ASTM D6509 N /A N /A Little Rock ,AR Base /Ply Flintlastic®STA ASTM D6222 1 S Little Rock ,AR Membranes (APP )Flintlastic®STA Plus ASTM D6222 I S Little Rock ,AR Flintlastic®STA ASTM D6222 1 S Little Rock ,AR Flintlastic®STA Plus ASTM D6222 1 S Little Rock ,AR Cap Membranes Flintlastic®GTA ASTM D6222 Little Rock ,AR (APP )Flintlastic®GTA CoolStar ASTM D6222 1 ittle Rock ,AR Flintlastic®GTA -FR ASTM D6222 1 Little Rock ,AR Flintlastic®GTA -FR CoolStar ASTM D6222 1 G Little Rock ,AR Flintlastic SA PlyBase ASTM D1970 N /A N /A Little Rock ,AR Base /Ply Black Diamond Base Sheet ASTM D1970 N /A N /A Shakopee,MN Membranes (SBS )Flintlastic SA Mid Ply ASTM D6163 1 S Little Rock ,AR Flintlastic®Ultra Glass SA ASTM D6163 1 S Little Rock ,AR|ত|ত|ত]NEMO ETC ,LLC Certificate of Authorization #32455 7TH EDITION (2020 )FBC NON -HVHZ EVALUATION Flintlastic Modified Bitumen Roof Systems Evaluation Report 3520.03.04 -R25 FL2533 -R24 Revision 25 :07/20/2020 Page 3 of 5 NEMO etc. Type Plant (s ) TABLE 1 :ROLL -GOODS FOR FLINTLASTIC®MODIFIED BITUMEN ROOF SYSTEMS Material StandardProduct Reference Type Grade Flintlastic Base 20 ASTM D6163 1 S Flintlastic Base 20 T ASTM D6163 1 S Flintlastic Ultra Poly SMS Base Sheet ASTM D6164 1 S Flintlastic SA Cap FR ASTM D6163 1 G Flintlastic SA Cap FR CoolStar ASTM D6163 1 G Flintlastic FR Cap 30 ASTM D6163 1 G FlintlasticºFR Cap 30 CoolStar ASTM D6163 1 G Flintlastic FR Cap 30 T ASTM D6163 1 G Flintlastic FR Cap 30 T CoolStar ASTM D6163 G Flintlastic SA Cap ASTM D6164 1 G Flintlastic SA Cap CoolStar®ASTM D6164 1 G Flintlastic FR -P ASTM D6164 .G Flintlastic FR -P CoolStar ASTM D6164 1 G Flintlastic GMS ASTM D6164 1 G Flintlastic GMS CoolStar ASTM D6164 1 G Flintlastic GTS -FR ASTM D6164 II G Flintlastic GTS -FR CoolStar ASTM D6164 II G Flintlastic Premium FR -P ASTM D6164 11 G Flintlastic Premium FR -P CoolStar®ASTM D6164 11 G Little Rock ,AR Little Rock ,AR Little Rock ,AR Little Rock ,AR Little Rock ,AR Little Rock ,AR Little Rock ,AR Little Rock ,AR Little Rock ,AR Little Rock ,AR Little Rock ,AR Little Rock ,AR Little Rock ,AR Little Rock ,AR Little Rock ,AR Little Rock ,AR Little Rock ,AR Little Rock ,AR Little Rock ,AR Cap Membranes (SBS ) 5 . 5.1 5.2 5.3 5.4 5.5 LIMITATIONS : This is a Building Code Evaluation .Neither NEMO ETC,LLC nor Robert Nieminen ,P.E.are ,in any way ,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is /was used for permitting or design guidance unless retained specifically for that purpose . This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e.,Broward and Miami Dade Counties ). This Evaluation Report pertains to above -deck roof components .Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction . This Evaluation Report does not include evaluation of fire classification .Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification .Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation . This Evaluation Report does not include evaluation of roof edge termination .Refer to FBC 1504.5 for requirements and limitations regarding edge securement for low -slope roofs . Refer to FBC 1511 for requirements and limitations regarding recover installations . For mechanically attached components over existing roof decks,fasteners shall be tested in the existing deck for withdrawal resistance .A qualified design professional shall review the data for comparison to the minimum requirements for the system .Testing shall be in accordance with ANSI /SPRI FX -1 or Testing Application Standard TAS 105 . For bonded insulation or membrane over existing substrates in a re -roof (tear off)or recover installation ,the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed .If any surface conditions exist that bring system performance into question ,field uplift testing in accordance with ANSI /SPRI IA -1 ,ASTM E907 ,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock -ups of the proposed new roof assembly . 5.6 5.6.1 5.6.2 NEMO ETC ,LLC Certificate of Authorization #32455 7TH EDITION (2020 )FBC NON -HVHZ EVALUATION Flintlastic Modified Bitumen Roof Systems Evaluation Report 3520.03.04 -R25 FL2533 -R24 Revision 25 :07/20/2020 Page 4 of 5 5.6.3 5.7 5.7.1 5.7.2 NEMO etc. For bonded insulation or membrane over existing substrates in a recover installation ,the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction ,as documented through field uplift testing in accordance with ASTM E907 ,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 . Refer to Appendix 1 for system attachment requirements for wind load resistance . "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads , and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied ).Refer to FBC 1609 for determination of design wind loads . For mechanically attached components or partially -bonded insulation ,the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16.Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria .Commonly used methods are ANSI /SPRI WD1 ,FM Loss Prevention Data Sheet 1-29 ,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137 . Assemblies marked with an asterisk *carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020 )for Zone 2/3 enhancements . For assemblies with all components fully bonded in place ,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16.No rational analysis is permitted for these systems . All components in the roof assembly shall have quality assurance audit in accordance with F.A.C.Rule 61G20-3 . Refer to the Product Approval of the component manufacturer for components listed in Appendix 1 that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report . INSTALLATION : Flintlastic®Modified Bitumen Roof Systems shall be installed in accordance with CertainTeed ,LLC published installation instructions ,subject to the Limitations /Conditions of Use herein . BUILDING PERMIT REQUIREMENTS : As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product . 5.7.3 5.8 6 . 7 . 8 .MANUFACTURING PLANTS : Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements .Refer to Section 4 herein for products and production locations having met codified material standards . 9 .QUALITY ASSURANCE ENTITY : UL ,LLC .-QUA9625 ;(414 )248-6409 ,karen.buchmann@us.ul.com -THE 74 -PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - NEMO ETC ,LLC Certificate of Authorization #32455 7TH EDITION (2020 )FBC NON -HVHZ EVALUATION Flintlastic®Modified Bitumen Roof Systems Evaluation Report 3520.03.04 -R25 FL2533 -R24 Revision 25 :07/20/2020 Page 5 of 5 NEMO etc. TYPE PAGE A -1 5 A -2 6-8 B 8 C 9-10 11-13D E 13-16 E 16-18 F 18 B 19-21 с 22-26 ZC 27-29 A -1 30-39 A -3 40 F 40 APPENDIX 1 :ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION 1A Wood New or Reroof (Tear -Off ) 1B Wood New or Reroof (Tear -Off) 1C Wood New ,Reroof (Tear -Off)or Recover 1D Wood New ,Reroof (Tear -Off)or Recover 1E Wood New ,Reroof (Tear -Off)or Recover 1F -1 Wood New ,Reroof (Tear -Off) 1F -2 Wood New ,Reroof (Tear -Off)or Recover 1G Wood New or Reroof (Tear -Off) 2A Steel or Structural concrete New .Reroof (Tear-Off )or Recover 2B Steel or Structural concrete New ,Reroof (Tear -Off)or Recover steer or structurar concrete New ,Keroor (rear -om or Recover ЗА Structural concrete New or Reroof (Tear -Off) 3B Structural concrete New or Reroof (Tear -Off ) 3C Structural concrete New or Reroof (Tear -Off) 4A LWIC /steel New or Reroof (Tear -Off) 4B LWIC /structural concrete New or Reroof (Tear -Off) 4C LWIC /structural concrete New ,Reroof (Tear -Off ) 4D LWIC /steel New or Reroof (Tear -Off) 4E LWIC /steel or struct .conc .New or Reroof (Tear -Off ) 4F LWIC /steel Reroof (Tear -Off )or Recover 4G LWIC /steel Reroof (Tear -Off) 5A Cementitious wood fiber New or Reroof (Tear -Off ) 5B Cementitious wood fiber New or Reroof (Tear -Off)or Recover 5C Cementitious wood fiber Reroof (Tear -Off)or Recover 5D Cementitious wood fiber New ,Reroof (Tear -Off )or Recover 6A Existing gypsum Reroof (Tear -Off) 6B Existing gypsum Reroof (Tear -Off) 6C Existing gypsum Reroof (Tear -Off) 6D Existing gypsum Reroof (Tear -Off) 7A Various Recover 7B Various Recover A -1 41-42 DESCRIPTION Bonded Insulation ,Bonded Roof Cover Mech .Attached Anchor Sheet,Bonded Insulation ,Bonded Roof Cover Mech .Attached Base Insulation,Bonded Top Insulation ,Bonded Roof Cover Mech .Attached Insulation ,Bonded Roof Cover Insulated ,Mech .Attached Base Sheet ,Bonded Roof Cover Non -Insulated ,Mech .Attached Base Sheet ,Bonded Roof Cover Non -Insulated ,Mech .Attached Base Sheet ,Bonded Roof Cover Non -Insulated ,Bonded Roof Cover Mech .Attached Base Insulation .Bonded Top Insulation .Bonded Roof Cover Mech .Attached Insulation ,Bonded Roof Cover Tsurateu ,vechi .Allareu base neet,Bonded Roor cover Bonded Insulation ,Bonded Roof Cover Bonded Temp Roof /Vapor Barrier ,Bonded Insulation ,Bonded Roof Cover Non -Insulated ,Bonded Roof Cover Bonded Insulation ,Bonded Roof Cover Bonded Insulation ,Bonded Roof Cover Bonded Vapor Barrier ,Bonded Insulation ,Bonded Roof Cover Mech .Attached Anchor Sheet ,Bonded Insulation ,Bonded Roof Cover Non -Insulated ,Mech .Attached Base Sheet ,Bonded Roof Cover Non -Insulated ,Mech .Attached Base Sheet ,Bonded Roof Cover Non -Insulated ,Bonded Roof Cover Bonded Insulation ,Bonded Roof Cover Mech .Attached Anchor Sheet ,Bonded Insulation ,Bonded Roof Cover Mech .Attached Insulation ,Bonded Roof Cover Non -Insulated ,Mech .Attached Base Sheet ,Bonded Roof Cover Bonded Insulation ,Bonded Roof Cover Mech .Attached Anchor Sheet ,Bonded Insulation ,Bonded Roof Cover Mech .Attached Insulation ,Bonded Roof Cover Non -Insulated ,Mech .Attached Base Sheet ,Bonded Roof Cover Bonded Insulation ,Bonded Roof Cover Non -Insulated ,Bonded Roof Cover A -1 43-46 A -1 47-48 A -2 49-51 E 52-57 E 57 F 58 A -1 59 A -2 60 C 61 E 61 A -1 62-64 64-65A-2 с 65 E 66 A -1 67-74 F 74 NEMO ETC ,LLC Certificate of Authorization #32455 ©2019 NEMO ETC ,LLC 7TH EDITION (2020 )FBC NON -HVHZ EVALUATION Certain Teed Flintlastic Modified Bitumen Roof Systems ;(610 )893-5400 Evaluation Report 3520.03.04 -R24 for FL2533 -R24 Revision 25 :07/20/2020 Appendix 1 ,Page 1 of 74 Nemo etc. The following notes apply to the systems outlined herein : 1 . 2 . The roof system evaluation herein pertains to above -deck roof components .Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction . Unless otherwise noted ,fasteners and stress plates for insulation attachment shall be as follows .Fasteners shall be of sufficient length for the following engagements :Wood Deck :OMG #14 Roofgrip with Flat Bottom Plate (Accutrac),OMG HD with OMG 3 in .Galvalume Steel Plate ,Dekfast #14 with Hex Plate or 3 "Round Insulation Plate ,Trufast HD with Trufast 3 " Metal Insulation Plates or FlintFast #14 Fastener with Flint Fast 3 "Insulation Plates.Ivimi 0.75 inch plywood penetration or minimum tinch wood plank embedment .Steel Deck :OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutra ,OMG #12 Standard or HD with OMG 3 in .Galvalume Steel Plate ,Dekfast #12 or #14 with Hex Plate or 3 "Round Insulation Plate ,Trufast DP or HD with Trufast 3 "Metal Insulation Plates or FlintFast #12 #14 Fastener with FlintFast -3 Insulation Plated .Minimum 0.75 -inch steel penetration and engage the top flute of the steel deck . Structural Concrete :OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac ),OMG HD or CD -10 with OMG 3 in .Galvalume Steel Plate ,Dekfast #14 or DekSpike with Hex Plate or 3 "Round Insulation Plate ,Trufast HD or CF with Trufast 3 "Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3 "Insulation Plates .Minimum 1 -inch embedment .Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions . 3 . 4 . 5 . 6 . Unless otherwise noted ,insulation may be any one layer or combination of FBC Approved (Local or Statewide )board (s)that meet FBC 1505 and ,for foam plastic ,FBC Chapter 26 ,when installed with the roof cover . Minimum 200 psi ,minimum 2 -inch thick FBC Approved lightweight insulating concrete may be substituted for rigid insulation board for System Types B ,C or D ,whereby fasteners are installed through the lightweight insulating concrete to engage the structural deck .The structural deck shall be of equal or greater type,thickness and strength to the steel and structural concrete deck listings.Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction .This is a wind uplift resistance allowance and does not purport to address non -wind -uplift -related issues ,such as deck venting or moisture levels within the LWIC and the potential effect on overlying components . Preliminary insulation attachment for System Type D :Unless otherwise noted ,refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (February 2020 ). Unless otherwise noted ,insulation adhesive application rates are as follows.Ribbon or bead width is at the time of application ;the ribbons /beads shall expand as noted in the manufacturer's published instructions . Hot asphalt (HA ):Full coverage at 25-30 lbs /square Ashland ,Inc."Pliodeck Insulation Adhesive "(A -PD ):Continuous 0.75 inch wide ribbons ,12 -inch o.C.Ribbons of subsequent layers shall be perpendicular to those in the layer below . Dupont "INSTA STIK Quik Set Commercial Roofing Adhesive "(D -IS ):Continuous 0.75 to 1 inch wide ribbons,12 -inch O.C. ICP Adhesives and Sealants "Polyset BOARD -MAX ":Continuous 3 -inch ribbons ,12 -inch o.C. ICP Adhesives and Sealants "Polyset CR -20 ":Continuous 2.5 to 3 -inch wide ribbons ,12 -inch O.C. HB Fuller "Millennium One Step Foamable Adhesive "(M -OSFA ):Continuous 0.25 to 0.5 -inch wide ribbons ,12 -inch O.C. HB Fuller "Millennium PG -1 Pump Grade Adhesive "(M -PG1 ):Continuous 0.5 to 0.75 -inch wide ribbons ,12 -inch O.C. OMG OlyBond 500 or OlyBond Green (OB500 ):Continuous 0.75 -inch wide ribbons ,12 -inch O.c.(PaceCart,Spotshot or Canister ) Note :When multiple layers (s)of insulation and /or coverboard are installed in ribbon -applied adhesive ,boards shall be staggered from layer -to -layer. Note :The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one -half the specified ribbons spacing . Unless otherwise noted ,all insulations are flat-stock or taper board of the minimum thickness noted .Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP)limitations.In no case shall these values be used to 'increase'the MDP listings in the tables ;rather if MDP listing below meets or exceeds that listed for a particular system in the tables ,then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table : Ashland ,Inc."Pliodeck Insulation Adhesive "(A -PD )@ 12 -inch 0.c.MDP -105.0 psf (Min .1.0 -inch ) Ashland ,Inc."Pliodeck Insulation Adhesive "(A -PD )@ 6 -inch O.C.MDP -277.5 psf (Min .1.0 -inch ) Dupont "INSTA STIK Quik Set Commercial Roofing Adhesive "(D -IS ):MDP -120.0 psf (Min .1.0 -inch ) ICP Adhesives and Sealants "Polyset CR -20 ":MDP -117.5 psf (Min .1.0 -inch ) HB Fuller "Millennium One Step Foamable Adhesive"(M -OSFA ):MDP -157.5 psf (Min .1.0 -inch ) HB Fuller "Millennium PG -1 Pump Grade Adhesive "(M -PG1 ):MDP -157.5 psf (Min .1.0 -inch ) OMG OlyBond 500 (OB500 ):MDP -45.0 psf (Min .0.5 -inch Multi -Max FA3 ) OMG OlyBond 500 (OB500 ):MDP -187.5 psf (Min .0.5 -inch ISO 95+GL ) OMG OlyBond 500 (OB500 ):MDP -315.0 psf (Min .0.5 -inch ENRGY 3 ) OMG OlyBond 500 (OB500 ):MDP -487.5 psf (Min .0.5 -inch ACFoam II ) For adhered roof insulation and board -size :Unless otherwise noted ,refer to Section 2.2.10.6.2 of FM Loss Prevention Data Sheet 1-29 (February 2020 ). 7 . 8 . NEMO ETC ,LLC Certificate of Authorization #32455 ©2019 NEMO ETC ,LLC 7TH EDITION (2020 )FBC NON -HVHZ EVALUATION Certain Teed Flintlastic Modified Bitumen Roof Systems;(610 )893-5400 Evaluation Report 35 20.03.04 -R24 for FL2533 -R24 Revision 25 :07/20/2020 Appendix 1 ,Page 2 of 74 NEMO etc. 9 .For mechanically attached components or partially -bonded insulation ,the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16.Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria .Commonly used methods are ANSI /SPRI WD1,FM Loss Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137.Assemblies marked with an asterisk *carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020 )for Zone 2/3 enhancements . 10.For assemblies with all components fully bonded ,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16.No rational analysis is permitted for these systems. 11.For mechanically attached components over existing decks ,fasteners shall be tested in the existing deck for withdrawal resistance .A qualified design professional shall review the data for comparison to the minimum requirements for the system .Testing and analysis shall be in accordance with ANSI /SPRI FX -1 or Testing Application Standard TAS 105 . 12 .For bonded insulation or membrane over existing substrates in a re -roof (tear off )or recover installation ,the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed . If any surface conditions exist that bring system performance into question ,field uplift testing in accordance shall be conducted on mock -ups of the proposed new roof assembly .For bonded insulation or membrane over existing substrates in a recover installation ,the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction ,as documented through field uplift testing.Field uplift testing shall be in accordance with ASTM E907 ,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 . 13.Refer to FBC 1511 for requirements and limitations regarding recover installations .For Structural Concrete Deck or Recover Applications using System Type D ,the insulation is optional .Alternatively ,an FBC Approved insulation board or coverboard may be used as a separation layer .Board products shall be preliminarily attached prior to roof cover installation (Note 5 herein ).The separator component shall be documented as meeting FBC 1505 and ,for foam plastic ,FBC Chapter 26 ,when installed with the roof cover in Recover applications . 14.Lightweight insulating concrete (LWIC )shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction .For systems where specific LWIC is referenced ,refer to current LWIC Product Approval for specific deck construction and limitations .Unless otherwise noted ,for systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi .In all cases ,the minimum top -coat thickness is 2 -inches .For LWIC over structural concrete ,reference is made to FBC Section 1917.4.1 ,Point 1.For “pre -existent”LWIC references ,listings were established through testing over lightweight concrete cast using only foaming agent (ASTM C896 ),water and Portland cement (ASTM C150 ),with no proprietary additives ,in accordance with procedures adopted by Miami -Dade BCCO (FBC CER1592 ).Use of these listings in new construction or re -roof (tear -off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction . 15.Unless otherwise noted ,refer to the following references for bonded applications . MEMBRANE /ADHESIVE COMBINATIONS REFERENCE LAYER MATERIAL APPLICATION Base Ply :Flintlastic Base 20 ,Flintlastic Poly SMS Base ,Flintlastic Ultra Poly SMS Base Note :Base ply cures overnight prior to application of the ply or cap ply .FlintBond Brush or Karnak No.81 Cold Process Modified BitumenSBS-CA1 Ply :Flintlastic Base 20 ,Flintlastic Poly SMS Base ,Flintlastic Ultra Poly SMS Base Adhesive Brush Grade at 1 gal /square Flintlastic FR Cap 30 ,Flintlastic FR Cap 30 CoolStar ,Flintlastic FR -P ,Flintlastic FR -P CoolStar,FlintlasticCapPly:Premium FR -P ,Flintlastic Premium FR -P CoolStar,Flintlastic GMS ,Flintlastic GMS CoolStar BP -CA2 Base Ply :Glasbase ,All Weather /Empire Base ,Flexiglas Base ,Flintlastic Base 20 Base Ply :Flintlastic Base 20 ,Flintlastic Poly SMS Base ,Flintlastic Ultra Poly SMS Base Ply :Flintlastic Base 20 ,Flintlastic Poly SMS Base ,Flintlastic Ultra Poly SMS Base Henry #903 Adhesive at 1.5 gal /square .SBS -CA2 Flintlastic FR Cap 30 ,Flintlastic FR Cap 30 CoolStar ,Flintlastic FR -P ,Flintlastic FR -P CoolStar ,FlintlasticCapPly:Premium FR -P ,Flintlastic Premium FR -P CoolStar,Flintlastic GMS ,Flintlastic GMS CoolStar BP -CA3 Base Ply :Glasbase,All Weather /Empire Base ,Flexiglas Base ,Flintlastic Base 20 Base Ply :Flintlastic Base 20 ,Flintlastic Poly SMS Base ,Flintlastic Ultra Poly SMS Base Millennium Hurricane Force Membrane Adhesive ,beads spacedPly:Flintlastic Base 20 ,Flintlastic Poly SMS Base ,Flintlastic Ultra Poly SMS BaseSBS-CA3 6 -inch O.C. Flintlastic FR Cap 30 ,Flintlastic FR Cap 30 CoolStar ,Flintlastic FR -P ,Flintlastic FR -P CoolStar,FlintlasticCapPly: Premium FR -P ,Flintlastic Premium FR -P CoolStar,Flintlastic GMS,Flintlastic GMS CoolStar NEMO ETC ,LLC Certificate of Authorization #32455 ©2019 NEMO ETC,LLC 7TH EDITION (2020 )FBC NON -HVHZ EVALUATION Certain Teed Flintlastic®Modified Bitumen Roof Systems;(610 )893-5400 Evaluation Report 3520.03.04 -R24 for FL2533 -R24 Revision 25 :07/20/2020 Appendix 1 ,Page 3 of 74 NEMO etc. Dr12 MEMBRANE /ADHESIVE COMBINATIONS REFERENCE LAYER APPLICATION Base Ply :Glasbase ,All Weather /Empire Base ,Flexiglas Base Flintlastic Base 20BP-AA hot asphalt at 20-40 lbs /squarePly:One or more Flintglas Ply 4 ,Flintglas Premium Ply Base Ply :Yosemite Venting Base O PROCURACY por 30 -inch grid pattern BP -AA3 Base Ply :Yosemite Venting Base hot asphalt in 9 -inch diameter spots in grid pattern noted herein . BP -AA4 Base Ply :Yosemite Venting Base hot asphalt in 9 -inch wide ribbons spaced as noted herein . Base Ply :Flintlastic Base 20 ,Flintlastic Poly SMS Base ,Flintlastic Ultra Poly SMS Base SBS -AA Ply :One or more Flintlastic Base 20 ,Flintlastic Poly SMS Base ,Flintlastic Ultra Poly SMS Base hot asphalt at 20-40 lbs/squareFlintlasticFRCan30,Flintlastic FR Cap 30 CoolStar ,Flintlastic FR -P ,Flintlastic FR -P CoolStar,FlintlasticCapPlyPremiumFR-P ,Flir lastic Premium FR -P CoolStar,Flintlastic GMS ,Flintlastic GMS CoolStar Base Ply SMS Base ,Flintlastic Base 20 T SBS -TA Ply :One or more Flintlastic Ultra Poly SMS Base ,Flintlastic Base 20 T torch -applied Cap Ply :Flintlastic FR Cap 30 T ,Flintlastic FR Cap 30 T CoolStar ,Flintlastic GTS -FR ,Flintlastic GTS -FR CoolStar Base Ply :One or more Flintlastic APP Base T ,Flintlastic STA ,Flintlastic STA Plus APP -TA Flintlastic STA,Flintlastic STA Plus ,Flintlastic GTA,Flintlastic GTA CoolStar,Flintlastic GTA -FR ,Flintlastic torch -appliedCapPly:GTA -FR CoolStar SBS -SA -H Base Ply :Black Diamond Base Sheet ,Flintlastic Ultra Glass SA self -adhering (activated by overlying membrane ) Base Ply :Flintlastic SA PlyBase ,Flintlastic SA Mid Ply SBS -SA Ply :Flintlastic SA PlyBase ,Flintlastic SA Mid Ply self -adhering Cap Ply :Flintlastic SA Cap ,Flintlastic SA Cap FR CoolStar ,Flintlastic SA Cap FR ,Flintlastic SA Cap FR CoolStar 16.Vapor barrier options for use over structural concrete deck followed by adhesive -applied insulation carry the following Maximum Design Pressure (MDP )limitations .The lesser of the MDP listings below vs.those inTable3Aapplies: VAPOR BARRIER OPTIONS ,STRUCTURAL CONCRETE DECK ,ADHERED INSULATION PER TABLE 3A ,(The lesser of the MDP listings below vs.those in Table 3A applies ) OPTION VAPOR BARRIER MDPPRIMERINSULATIONADHESIVE#TYPE ATTACH (PSF ) VB -1 .Flint Prime Flintlastic SA PlyBase Self-adhering OB500 ,12 -inch O.C.-82.5 All Weather /Empire Base Sheet;3 -inch wide side laps and 6 -inch wide end Millennium Hurricane ForceVB-2 .None M -OSFA or M -PG1 ,12 -inch O.C.-82.5lapsaresealedwithMillenniumHurricaneForceLapandFlashingAdhesiveMembraneAdhesive,max .6 -inch o.c. Flintlastic Ultra Poly SMS Base Sheet ;3 -inch wide side laps and 6 -inch wide end Millennium Hurricane ForceVB-3 .None laps are hot-air -welded ,torch -welded or sealed with Millennium Hurricane M -OSFA or M -PG1 ,12 -inch .c .-82.5MembraneAdhesive,max .6 -inch o.c.Force Lap and Flashing Adhesive VB -4 .Flint Prime or FlintPrime SA Black Diamond Base Sheet,Flintlastic Ultra Glass SA or Flintlastic SA Cap Self -adhering M -OSFA or M -PG1 ,12 -inch o.C.-97.5 FlintPrime or FlintPrime SA Black Diamond Base Sheet ,Flintlastic Ultra Glass SA or Flintlastic SA Cap Self -adhering M -OSFA or M -PG1 ,6 -inch o.C.-315.0 VB -6 .FlintPrime Flintlastic GTA Torch -applied M -OSFA or M -PG1 ,12 -inch o.C.-420.0 VB -7 .FlintPrime Flintlastic Base 20 T or Flintlastic FR Cap 30 T Torch -applied M -OSFA or M -PG1 ,12 -inch O.C.-495.0 VB -5 . 17."MDP "=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads .Refer to FBC 1609 for determination of design wind loads . NEMO ETC ,LLC Certificate of Authorization #32455 ©2019 NEMO ETC ,LLC 7TH EDITION (2020 )FBC NON -HVHZ EVALUATION Certain Teed Flintlastic®Modified Bitumen Roof Systems;(610 )893-5400 Evaluation Report 35 20.03.04 -R24 for FL2533 -R24 Revision 25 :07/20/2020 Appendix 1 ,Page 4 of 74 NEMO |etc. System No. Deck (Note 1 ) Roof Cover (Note 15 ) Ply MDP (psf )Cap Ply TABLE 2B :STEEL OR STRUCTURAL CONCRETE DECKS -NEW CONSTRUCTION ,REROOF (TEAR -OFF )OR RECOVER SYSTEM TYPE C :MECHANICALLY ATTACHED INSULATION ,BONDED ROOF COVER Top Insulation LayerBaseInsulationLayer(s )Primer Type Fasteners Attach Base Ply FlintFast #12 (steel only )or (Optional)One or more Min .0.5 -inch #14 HD with FlintFast 3 " layers ,any combination ,SECUROCK Gypsum-Insulation Plates or Trufast #12 None SBS -SA -H1.0 ft ?loose laid Fiber Roof Board (steel only )or HD with Trufast 3 "Metal Insulation Plates Min .22 ga .,type B ,Grade 33 steel or min .2,500 psi structrual concrete 1 perS-39 (Optional)SBS -TA or APP -TA SBS -TA or APP -TA -135.0 CONVENTIONAL SYSTEMS: Min .22 ga .,type B ,Grade S -40 33 steel or min .2,500 psi (Optional )One or more layers ,any combination , Min .0.75 -inch FescoBoard 1 per (Optional )BP -AA , SBS -AA ,SBS -TA or SBS -AA , SBS -TA orBP-AA ,SBS AANote2None -30.0 *2.7 ft ?ANTA S -41 Min .22 ga .,type B ,Grade 33 steel or min .2,500 psi structrual concrete (Optional )One or more layers,any combination , loose laid 1 perNote2 None BP -AA ,SBS AA (Optional )BP -AA , SBS-AA ,SBS -TA or APP -TA SBS -AA , SBS -TA or APP -TA -37.5 *4.0 ft ? Min .0.5 -inch Structodek High Density Fiberboard Roof Insulation Min .0.25 -inch SECURUCK Gypsum Fiber Roof Board DDAA SRSS-42 Totez None SBS -AA , SBS -TAOT APP -TA -37.54.0 ft ?AA S -43 Min .22 ga .,type B ,Grade 35 steeror min .2,500 psi structrual concrete Min .22 ga .,type B ,Grade 33 steel or min .2,500 psi structrual concrete Min .22 ga .,type B ,Grade 33 steel or min .2,500 psi structrual concrete (Optional )One or more Tayers ,any combination , loose laid (Optional )One or more layers,any combination , loose laid (Optional )One or more layers ,any combination , loose laid Min .2 -inch ACFoam II , FlintBoard or ENRGY 3 Note 2 1 per 1.6 ft ?None BP -AA2 (Optional )BP -AA , SBS -AA ,SBS-TAOOL APP -TA (Optional)BP -AA , SBS -AA ,SBS -TA or APP -TA (Optional)BP -AA , SBS -AA ,SBS -TA or APP -TA SBS -AA , SBS -TA or APP -TA -37.5 * 1 perS-44 Note 2 None BP -AA ,SBS AA ,SBS -TA or APP -TA SBS -AA , SBS -TA or APP -TA4.0 ft ?-45.0 * S -45 Min .22 ga .,type B ,Grade 33 steel or min .2,500 psi structrual concrete (Optional )One or more layers ,any combination , loose laid Note 2 1 per 2.0 ft ?None BP -AA or SBS -AA (Optional )BP -AA , SBS -AA ,SBS -TA or APP -TA SBS -AA , SBS -TA or APP -TA -45.0 * Min .0.25 -inch SECUROCK Gypsum Fiber Roof Board Min .0.5 -inch Structodek High Density Fiberboard Roof Insulation ,min . 0.75 -inch FescoBoard (homogeneous ) Min .0.25 -inch DensDeck or Dens Deck Prime Min .1 -inch FescoBoard (homogeneous )or min .1.5 -inch FescoBoard (laminated ) S -46 Min .22 ga .,type B ,Grade 33 steel or min .2,500 psi structrual concrete (Optional )One or more layers ,any combination , loose laid Note 2 1 per 2.0 ft ?None BP -AA ,SBS AA ,SBS -TA or APP -TA (Optional )BP -AA , SBS -AA ,SBS -TA or APP -TA SBS -AA , SBS -TA or APP -TA -45.0 * Min .22 ga .,type B ,Grade 33 steel or min .2,500 psi structrual concrete S -47 (Optional )One or more layers ,any combination , loose laid 1 perNote2 None BP -AA2 (Optional)BP -AA , SBS -AA ,SBS -TA or APP -TA SBS -AA , SBS -TA or APP -TA1.6 ft2 -45.0 * NEMO ETC ,LLC Certificate of Authorization #32455 ©2019 NEMO ETC,LLC 7TH EDITION (2020 )FBC NON -HVHZ EVALUATION Certain Teed Flintlastic®Modified Bitumen Roof Systems;(610 )893-5400 Evaluation Report 3520.03.04 -R24 for FL2533 -R24 Revision 25 :07/20/2020 Appendix 1 ,Page 24 of 74