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Home My WebLink AboutModifed Product approval 4 t o 2 h � '%i i i Ah ItP t 3 I �33 _.IL��._.,-._.Jt_ _. ati BCIS Home ( Log In User Registration Hot Topics Submit Surcharge Stats&Facts j Publications Contact Us BCIS Site Map ! Links Search Florida 'j-Product Approval ` 1 v :USER:Public User • . File Con,' Product pproval Manu>Product or Application Search>_Application List>Application Detail FL# FL1654-R27 Application Type D Revision VIEWED IEW FOR Code Version 2020 CODE �7 1li!G Application Status Approved ODE COMPLIANCE ST. LUCIE C®UN Y Comments ►/ oc ? Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (9S4) 233-1330 Ext242 malpert@polyglass.com Authorized Signature Maury Alpert malpert@polyglass.com Technical Representative TECH REP Address/Phone/Email 1111 West Newport Center Drive Deerfield Beach, FL 33442 (866) 802-8017 uspolyglasstechnical@polyglass.com Quality Assurance Representative QA REP W-209 Address/Phone/Email 1111 West Newport Center Drive -90 Deerfield Beach, FL 33442 (888)410-1375 Page 34 of 97 uspolyglasstechnical@polyglass.com Elastoflex SAV self adhered Polyflex G Torch Applied Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 11/07/2022 Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL1654 R27 COI 2020 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D4601 2012 ASTM D4897 2009 ASTM D6162 2015 ASTM D6163 2015 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2015 ASTM G155 2013 FM 4470 2016 FM 4474 2011 UL 1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/02/2020 Date Validated 10/04/2020 Date Pending FBC Approval 10/12/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 1654.1 Polyglass Modified Bitumen Roof SBS and APP modified bitumen roof systems Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL1654 R27 II 2020 09 30 FINAL Al ER PG MODBIT FL1654- Approved for use outside HVHZ:Yes 2t7..pif Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.)The design pressure in this application relates Evaluation Reports to one particular assembly over concrete deck. Refer to the FL1654 R27 AE 2020 09 30 FINAL ER PG MODBIT FL1654- ER Appendix for other systems and deck types. 2.) Refer to R27 pdf ER,Section 5 for other Limits of Use.3.) Refer to FL16717 Created by Independent Third Party: Yes for HVHZ jurisdictions. Back (text Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please•contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: PICAl IWORIJ eCCcck .Credit Card: . Safe' i NEMO I etc. Certificate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT Polyglass USA, Inc. Evaluation Report P9290.02.08-1125 1111 West Newport Center Drive FL1654-R27 Deerfield Beach, FL 33442 Date of Issuance:02/11/2008 (954)233-1330 Revision 25:09/30/2020 SCOPE: This Evaluation Report is issued under Rule 610320-3 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: Polyglass Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements of the Accredited 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 "NEMOIetc. 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 94-page Appendix. Prepared by: Robert J.M.Nieminen, P.E. �'.:��FS 4 -` The facsimile seal appearingwas authorized by Robert Florida Registration No.59166,Florida DCA ANE1983 Nieminen,P.E.on 09/3012020.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. ©2018,NEMO ETC,LLC ONEMOletc. ROOFING SYSTEMS EVALUATION: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: Polyglass Modified Bitumen Roof Systems, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the r 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. STANDARDS:112. Section Property , ". Standard . :Year 1504.3.1 Wind resistance FM 4474 2011 1504.3.1 Wind resistance UL 1897 2012 1504.6 Accelerated weathering ASTM G155 2013 1504.7 Impact resistance FM 4470,Section 4.6 2016 1507.10.2 Material standard ASTM D4601 2012 1507.10.2 Material standard ASTM D4897 2009 1507.11.2 Material standard ASTM D6162 2015 1507.11.2 Material standard ASTM D6163 2015 1507.11.2 Material standard ASTM D6164 2011 1507.11.2 Material standard ASTM D6222 2011 1507.11.2 Material standard ASTM D6509 2015 3?' REFERENCES. Enti Exam., 'Reference Date Enti Exam Reference. Date ERD(TST6049) Physicals P10490.30.08-2 10/30/2008 FM(TST1867) FM 4470 3006115 05/02/2001 ERD(TST6049) FM 4470/4474 P13760.09.09 09/10/2009 FM(TST1867) FM 4470 3012321 07/29/2002 ERD(TST6049) FM 4470/4474 P13770.09.09 09/10/2009 FM(TST1867) FM 4470 3014692 08/05/2003 ERD(TST6049) FM 4470/4474 P30540.11.09-R1 IV30/2009 FM(TST1867) FM 4470 3014751 08/27/2003 ERD(TST6049) FM 4470/4474 P30550.12.09 12/02/2009 FM(TST1867) FM 4470 3007170 01/13/2004 ERD(TST6049) Physicals P33960.12.10 12/30/2010 FM(TST1867) FM 4470 3019317 06/30/2004 ERD(TST6049) FM 4470/4474 P33970.03.11 03/15/2011 FM(TST1867) FM 4470 3020703 07/30/2004 ERD(TST6049) Physicals P37590.03.13-3A 03/06/2013 FM(TST1867) FM 4470/4474 3018332 01/31/2006 ERD(TST6049) FM 4470/4474 P39680.03.13 03/04/2013 FM(TST1867) FM 4470/4474 3023368 03/20/2006 ERD(TST6049) Physicals P37590.03.13-1-111 06/26/2013 FM(TST1867) FM 4470/4474 3024594 05/23/2006 ERD(TST6049) Physicals P37590.03.13-2-111 07/01/2013 FM(TST1867) FM 4470/4474 3023458 07/18/2006 ERD(TST6049) Physicals P37590.07.13-2 07/01/2013 FM(TST1867) FM 4470/4474 3030668 09/12/2007 ERD(TST6049) Physicals P37590.03.13-5-R1 07/01/2013 FM(TST1867) FM 4470/4474 3032172 06/12/2009 ERD(TST6049) Physicals P37590.07.13-1 07/02/2013 FM(TST1867) FM 4470/4474 3049631 04/21/2014 ERD(TST6049) FM 4470/4474 P41630.08.13 08/06/2013 FM(TST1867) FM 4470/4474 3057029 02/02/2017 ERD(TST6049) Physicals P45940.09.13 09/04/2013 NEMO(TST6049) Criticality 45-PLYG-18-001.06.18 06/23/2018 ERD(TST6049) Physicals P44370.30.13 10/04/2013 NEMO(TST6049) FM 4474 4L-PLYG-18-003.08.18 08/21/2018 ERD(TST6049) Physicals P39520.09.14-2 09/11/2014 NEMO(TST6049) Criticality 45-PLYG-18-001.10.18 10/03/2018 ERD(TST6049) FM 4470/4474 SC6160.11.14 11/10/2014 NEMO(TST6049) ASTM D4897 4S-PLYG-18-002.11.18-2 11/16/2018 ERD(TST6049) Physicals P45440SC.03.15-1 03/31/2015 NEMO(TST6049) ASTM D6164 4S-PLYG-18-002.11.18-3 11/28/2018 ERD(TST6049) Physicals SC5170.05.15 05/08/2015 NEMO(TST6049) FM 4474 4L-PLYG-18-003.11.18 11/28/2018 ERD(TST6049) FM 4474 SC8085.05.15 05/19/2015 NEMO(TST6049) FM 4474 4L-PLYG-18-OM.01.19 01/11/2019 ERD(TST6049) Physicals SC5170.12.15 12/29/2015 NEMO(TST6049) ASTM D6163 4S-PLYG-18-002.01.19-A 01/24/2019 ERD(TST6049) FM 4470/4474 SC9455.15 04/01/2016 NEMO(TST6049) ASTM D6162 4S-PLYG-18-002.01.19-B 01/25/2019 ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16.1 05/17/2016 NEMO(TST6049) FM 4474 4-PLYG-18-003.04.19-A 04/08/2019 ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-2 05/17/2016 NEMO(TST6049) ASTM D6222 4S-PLYG-18.002.05.19-C 05/20/2019 ERD(TST6049) FM 4470/4474 PLYG-SC10815.07.16-RS 09/23/2016 NEMO(TST6049) ASTM D6222 4S-PLYG-18-002.05.19-D 05/20/2019 ERD(TST6049) UL 1897 PLYG-SC12025.10.16 10/12/2016 NEMO(TST6049) ASTM D6163 4S-PLYG-18-002.05.19-H 05/20/2019 ERD(TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 MEMO(TST6049) ASTM D6164 4S-PLYG-18-002.05.19-N 05/31/2019 ERD(TST6049) FM 4470/4474 PLYG-SC33235.01.17 01/17/2017 NEMO(TST6049) Criticality 45-PLYG-18-001.06.19.A 07/17/2019 ERD(TST6049) FM 4470/4474 PLYG-SC13920.05.17 05/30/2017 NEMO(TST6049) ASTM D6164 4S-PLYG-18-002.09.19-1 09/06/2019 ERD(TST31294) FM 4470/4474 PLYG-CTL13945.05.17-1 05/30/2017 NEMO(TST6049) ASTM D6164 45-PLYG-18-002.09.19-J 09/06/2019 ERD(TST11294) FM 4470/4474 PLYG-CTL13945.05.17-3 05/30/2017 NEMO(TST6049) FM 4474 4a-PLYG-2G-LSWU5-01.A 08/28/2020 ERD(TST6049) FM 4470/4474 PLYG-SC13945.05.17 05/30/2017 PRI(TST5878) Physicals PUSA-062-02-01 12/04/2007 ERD(TST6049) FM 4470/4474 PLYG-SC15760.09.17 09/11/2017 PRI(TST5878) Physicals PUSA-061-02-02 01/28/2008 FM(TST1867) FM 4470 2W7A7.AM 08/04/1994 PRI(TST5878) Physicals PUSA-064-02-02 02/27/2008 FM(TST1867) FM 4470 OD3A3AM 04/04/1997 PRI(TST5878) Physicals PUSA-062-02-02 12/04/2008 FM(TST1867) FM 4470 2DOAOAM 12/23/1998 PRI(TST5878) TAS 114 PUSA-188-02-01 02/08/2017 MEMO ETC,LLC Evaluation Report P9290.02.08-1125 Certificate ofAuthorization s32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL1654-1127 Polyglass Modified Bitumen Roof Systems Revision 25:09/30/2020 Page 2 of 5 NEMO I etc. Enti Exam Reference : Date Enti Exam 'Reference Date FM(TST1867) FM 4470 2D5A9AM 06/22/1999 PRI(TST5878) TAS 114 PUSA-188-02-02 02/08/2017 FM(TST1867) FM 4470 3006646 01/04/2000 PRI(TST5878) TAS 114 PUSA-188-02-03 02/08/2017 FM(TST1867) FM 4470 3001334 01/25/2000 PRI(TST5878) TAS 114 PUSA-202-02-01 05/17/2017 FM(TST1867) FM 4470 3001334 02/15/2000 PRI(TST5878) TAS 114 PUSA-202-02-02 05/17/2017 FM(TST1867) FM 4470 3000857 OV12/2000 M-D(CER1592) HVHZ Various NOAs Various FM(TST1867) FM 4470 3004091 01/12/2000 M-D(CER1592) Prop.for Rev. 10-0823 10/12/2010 UL(QUA9625) Quality Control Service Confirm 09/13/2018 •Oe it • This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA,Inc. published installation instructions and the Limitations/Conditions of Use herein. TABLE 1;'ROLL-000DS FOR;MODIFIED BITUMEN ROOF.SYSTEMS Material Standard Type Product .. _Plant(s) Reference .Type Grade: Polyglass G2 Base ASTM D4601 II N/A AL Polyflex SA Base ASTM D4601 li N/A FL Base Sheets Elastobase SA ASTM D4601 II N/A PA Elastovent ASTM D4897 N/A N/A PA Polyglass Base ASTM D6509 N/A N/A FL APP,Smooth-Surface Polybond ASTM D6222 I S FL Membranes Polyflex ASTM D6222 I S FL Polykool ASTM D6222 I S FL Polybond G ASTM D6222 I G FL Polyflex G ASTM D6222 I G FL Polyflex G FR ASTM D6222 I G FL APP,Granule-Surfa Polyfresko G ASTM D6222 I G NV Membranes Polyfresko G FR ASTM D6222 I G NV Polyflex SA P ASTM D6222 I G FL,TX Polyflex SA P FR ASTM D6222 I G TX Polyfresko G SA ASTM D6222 I G NV Polyfresko G SA FR ASTM D6222 I G NV Elastoshield HT ASTM D6162 III S FL Elastobase ASTM D6163 1 S FL Elastoflex V ASTM D6163 I S FL Elastoflex SA V X ASTM D6163 I S FL,PA,TX Elastoflex SA V FR ASTM D6163 I S FL,PA,TX SBS,Smooth-Surfac Elastoflex SA V Plus ASTM D6163 I S FL,TX Membranes Elastoflex SA V Plus FR ASTM D6163 I S FL,TX Elastobase P ASTM D6164 I S FL,TX Elastoflex SA Base HD ASTM D6164 I S PA,TX Elastoflex 56 ASTM D6164 I S FL Elastoflex S6 HP ASTM D6164 II S NV Polyreflect ASTM D6164 I S FL Elastoshield HT G ASTM D6162 III, G FL Elastoshield HT G FR ASTM D6162 III G FL Elastoflex V G ASTM D6163 I G FL,PA Elastoflex V G FR ASTM D6163 I G FL,PA SBS,Granule Surface Elastoflex S6 G ASTM D6164 I G FL,PA Membranes Elastoflex S6 G FR ASTM D6164 I G FL Elastoshield TS G ASTM D6164 I G FL,TX Elastoshield TS G FR ASTM D6164 I G FL,TX Elastoflex SA P X ASTM D6164 I G FL,TX Elastoflex SAP FR ASTM D6164 I G FL,TX NEMO ETC,LLC Evaluation Report P9290.02.08-R25 Certificate ofAuthorization H32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION F1.1654-1127 Polyglass Modified Bitumen Roof Systems Revision 25:09/30/2020 Page 3 of 5 ONEMOletc. 5. LIMITATIONS' 5.1 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. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions(i.e.,Broward and Miami-Dade Counties). 5.3 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. 5.4 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 I imitations concerning the use of foam plastic insulation. 5.5 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. 5.6 Refer to FBC 1511 for requirements and limitations regarding recover installations. 5.6.1 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. 5.6.2 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 lA- 1,ASTM E907,FM Loss Prevention Data Sheet 1-52 orTesting Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.6.3 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. 5.7 Refer to Appendix 1 for system attachment requirements for wind load resistance. 5.7.1 "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. 5.7.2 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. 5.7.3 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. 5.8 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. MEMO ETC,LLC Evaluation Report P9290.02.08-R25 Certificate ofAuthorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL1654-R27 Polyglass Modified Bitumen Roof Systems Revision 25:09/30/2020 Page 4 of 5 ONEMOletc. • • Polyglass Modified Bitumen Roof Systems shall be installed in accordance with Polyglass USA, Inc. published installation instructions,subject to the Limitations/Conditions of Use noted herein. B�UILDING,PEFtMIT,,REQUIREME�TS�. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. "MANUFAcTURING PLANTS'. Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 611320-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. QUALITY . UL,LLC—QUA9625:(414)248-6409,karen.buchmann@ul.com -THE 94-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- NEMO ETC,LLC Evaluation Report P9290.02.08-R25 Certificate oJAuthorization N32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION 1`11654-1127 Polyglass Modified Bitumen Roof Systems Revision 25:09/30/2020 Page 5 of 5 NNEMOjetc. e • • Ll ;TABLE_. . .. DECK APPLICATION TYPE DESCRIPTION PAGE: 3A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5 1B Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 6-12 1C Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 12-14 1D Wood New,Reroof(Tear-Off)or Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 14-15 1E Wood New,Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 15-19 1F Wood New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19-23 1G Wood New or Reroof(Tear-Off) E-2 Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 23-29 Wood New,Reroof(Tear-Off)or Recover Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 11 Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 37 Steel or structural concrete New,Reroof(Tear-Off)or Recover Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 4450 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 51-53 2D Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Velociflex,Bonded Roof Cover 53-55 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 56-68 3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 68 4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 69-73 4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 73-47 4C Lightweight concrete New or Reroof(Tear-Off) E-2 Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 74-78 SA Cementitious wood fiber Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 79-80 5B Cementitious wood fiber Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 80-82 5C Cementitious wood fiber Reroof(Tear-Off)or Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 82 5D Cementitious wood fiber Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 83 SE Cementitious wood fiber Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 83 6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 84-88 6B Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 88 6C Existing gypsum Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 88 6D Existing gypsum Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 88 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 89-94 7B Various Recover F Non-Insulated,Bonded Roof Cover 94 NEMO ETC,LLC Evaluation Report P9290.02.08-1325 for FL1654-R27 Certificate of Authorization t#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 25:09/30/2020 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 1 of 94 ONEMO etc. The following notes apply to the systems outlined herein: 1 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. 2 Fasteners shall be of sufficient length for the following engagements: Wood Deck: Minimum 1-inch plywood penetration or wood plank embedment. ➢ Steel Deck: Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. ➢ Structural Concrete: Minimum 1-inch embedment into pilot hole in accordance with published Installation instructions. 3 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. 4 Minimum 200 psi,minimum 2-inch thick FBC Approved lightweight insulating concrete may be substituted for rigid insulation board for System Types B-1,C-1,C-2,D-1 or D-2,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. 5 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). 6 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 Ibs/square. ➢ DuPont INSTA STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. ➢ H.B.Fuller Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. ➢ H.B.Fuller Millennium PG-1 Pump Grade Adhesive(M-PGI): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. ➢ OMG OlyBond 500(OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. Note: OlyBond Green may be used where OlyBond 500 is referenced. ➢ OlyBond Classic(OB Classic): Full coverage at 1 gal/square. ➢ ICP Adhesive&Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c. ➢ Note:When multiple loyers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board joints shall be staggered. ➢ 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. 7 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. ➢ H.B.Fuller Millennium One Step Foamable Adhesive(M-OSFA): MDP= -157.5 psf (Min.0.5-inch thick) ➢ H.B.Fuller Millennium PG-1 Pump Grade Adhesive(M-PGI): MDP= -157.5 psf (Min.0.5-inch thick) ➢ OMG OlyBond 500(OB500): MDP= -45.0 psf (Min.0.5-inch thick Multi-Max FA-3) ➢ OMG OlyBond 500(OB500): MDP= -187.5 psi (Min.0.5-inch thick ISO 95+GL) ➢ OMG OlyBond 500(013500): MDP= -315.0 psf (Min.0.5-inch thick ENRGY 3) ➢ OMG OlyBond 500(OB500): MDP= -487.5 psf (Min.0.5-inch thick ACFoam II) ➢ ICP Adhesives&Sealants Polyset CR-20: MDP= -117.5 psi (Min.1.0-inch thick) 8 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). 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 MEMO ETC,LLC Evaluation Report P9290.02.08-R25 for FL1654-R27 Certificate of Authorization#32455 7"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 25:09/30/2020 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 94 ONEMO I etc. 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 orTesting 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 C-1,C-2,D-1 or D-2,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 C350),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 For bonded membrane applications,unless otherwise noted,refer to the following. MEMBRANE ADHEMiE'COMBINATIONS REFERENCE LAYER. MATERIAL APPLICATION BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II Hot Asphalt at 20-40 (Base and Ply sheets, Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI Ibs/square Asphalt-Applied) Note: Asphalt-applied sheets or Insulation shall not be applied to poly film surfaced membranes. Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex 56 HP,Elastoshield HT PG350 at 1.5-2.0 SBS-CA1 Ca PI Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S5 HP,Elastoflex S6 G,Elastoflex gal/square p y S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6-HP Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Ply Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex gal/square S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex S6,Elastoflex SBS-AA S6 HP,Elastoshield HT Hot Asphalt at 20-40 (SBS,Asphalt-Applied) Cap Ply Elastoshield HT G,Elastoshield HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G, Ibs/square Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Note: Asphalt-applied sheets or Insulation shall not be applied to poly f im surfaced membranes. Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT SBS-TA Elastoshield HT G,Elastoshield HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 Torch-Applied (SBS,Torch-Applied) Cap Ply G,Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed) NEMO ETC,LLC Evaluation Report P9290.02.08-1125 for FL1654-R27 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 25:09/30/2020 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems,(954)233-1330 Appendix 1,Page 3 of 94 ON EMO I etc. r MEMBRANE/ADHESIVE COMBINATIONS REFERENCE LAYER MATERIAL APPLICATION SBS-SA-H Base Ply Elastobase SA Self-adhering (followed (sas,Self-Adhering,Hybrid systems) by torch-applied sheet) Base Ply One or more plies Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR,Elastoflex SA Base HD SBS-SA Cap Ply Elastoflex SA P,Elastoflex SA P FR,Polyrefiect Self-Adhering (SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein, Elastobase(poly/sand)or Elastobase(poly/poly). APP-CA1 Cap Ply Polyflex G FR PG350 at 1.5-2.0 gal/square APP-TA Base Ply or Ply One or more plies Polyglass Base,Polyflex,Polybond Torch-Applied (APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR APP-SA-H Base Ply Polyflex SA Base Self-adhering(followed (APP,Self-Adhering,Hybrid systems) by torch-applied sheet) APP-SA Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polyfresko G SA FR,Polykool (APP,Self-Adhering} Note: Unless otherwise noted,permissible membrane substrates for APP-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering Elastobase(poly/sand)or Elastobase(poly/poly). 16 Vapor barrier options for use over structural concrete deck followed by bonded insulation carry the following MDP limitations. The lesser of the MDP listings below vs.those in Table 3A applies. VAPOR BARRIEROPTIONS]STRUCTURAL CONCRETE DECK;FOLLOWED BY ADHESIVE-APPLIED INSULATION PER TABLE 3A: - -OPTION,.',, VAPOR BARRIER MDP_.. OR ' INSULATION ADHESIVE q TYPE(NOTE 15) APPLICATION � F) C-VB-1. PG100 Elastoflex SA V Plus Self-Adhering D-IS or CR-20,12-inch o.c. -60.0 C-VB-2. PG100 Polyglass Base Torch-applied D-IS or CR-20,12-inch o.c. -75.0 C-VB-3. PG100 Elastoflex SA P Self-Adhering D-IS,12-inch o.c. -75.0 C-VB-4. PG100 Elastoflex SA P Self-Adhering M-OSFA,12-inch o.c. -157.5 C-VB-5. PG100 Elastoflex SA P Self-Adhering CR-20,12-inch o.c. -270.0 C-VB-6. PG100 Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR Self-Adhering M-OSFA,M-PG-1,OB500 or CR-20,12-inch o.c. -290.0 C-VB-7. PG100 SBS-TA(with sanded-tap-surface) Torch-applied M-OSFA,M-PG-1,OB500 or CR-20,12-inch o.c. -290.0 17 The following surfacing may be applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for application limitations and a Roofing Materials Directory for fire ratings associated with coating usage. SURFACING OPTIONS FOR POLYMASS MODIFIED BITUMEN ROOF SYSTEMS OPTION.# SURFACING FLORIDA PRODUCTAPPROVAL. SURF-1. PG 300 FL10291 SURF-2. PG 600 FL10291 SURF-3. PG 650 FL10291 SURF-4. PG 700 FL10291 SURF-5. PG 700 QS FL10291 SURF-6. PG 800 FL10291 SURF-7. Polyplus 60 FL10291 MEMO ETC,LLC Evaluation Report P9290.02.08-R25 for FL1654-1127 Certificate of Authorization#32455 Irk EDITION(2020)FBC NON-HVHZ EVALUATION Revision 25:09/30/2020 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 4 of 94 *NEMO etc. SURFACING OPTIONS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS OPTION# SURFACING FLORIDA PRODUCT APPROVAL' SURF-8. Polyplus 65 FL10291 SURF-9. PolyBrite 60-FC NOA 20-0611.01 SURF-10. PolyBrite 70 FL10291 SURF-11. PolyBrite 70 CIS FL10291 SURF-12. PolyBrite 75 FL10291 SURF-13. PolyBrite 71 HS FL10291 SURF-14. PolyBrite 90 FL10291 SURF-15. PolyBrite 90.1 NOA 19-0610.02 SURF-16. PolyBrite 95 FL10291 SURF-17. PolyBrite 95.1 NOA 19-0610.02 SURF-18. KM Acryl 15 FL27409 SURF-19. KM Acryl 15 CIS FL27409 SURF-20. KM Acryl 25 FL27409 SURF-21. KM Acryl 25 O.S FL27409 SURF-22. KM Acryl 40 HS FL27409 SURF-23. KM Acryl 85 FL27409 SURF-24. KM PS#250 FL27409 SURF-25. KM PS#220 FL27409 SURF-26. Turbo-Set FL10291 18 "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 TABLE IA- WOOD DECKS-NEW CONSTRUCTION oR.REROOF(TEAR-:Or.F) SYSTEM TYPE A-1:BONDED MULAT16N,,A9QNDED ROOF COVER Base insulation layer Top.Insulation Layer Roof Cover(Nate 15) System Deck No (Note 1). TYPe Type Base Ply Ply Cap Ply Psf) Attch Attach . . .. (Note a%7,8) - (Notes 6,7,8) SELF-ADHERING BASE PLY: - Min.15/32- Min.1.5-inch Polytherm,ACFoam II,Polytherm (Optional)additional D-IS,M-OSFA, D-IS,M-OSFA, (Optional)SBS-SA,SBS- SBS-SA,APP-SA, W-1 inch G,ACFoam III,ENRGY-3,Polytherm H,H-Shield, layers(s)of base SBS-SA -52.5 plywood H-Shield CG,Multi-Max FA3 OB500 or CR-20 insulation 06500 or CR-20 TA,APP-TA SBS TA,APP-TA HYBRID SYirEMS WITH SELF-ADHERINGAPP BASE PLY: Min.15/32- Min.1.54nch Polytherm,ACFoam Il,Polytherm (Optional)additional W-2 inch G,ACFoam III,ENRGY-3,Polytherm H,H-Shield, D-IS,M-OSF- layers(s)of base D-IS,M-OSF- APP-SA-H (Optional)APP-TA APP-TA -52.5 plywood H-Shield CG,Multi-Max FA3 OB500 or CR-20 insulation OB500 or CR20 HYBRID SYSTEMS WITH SELF-ADHERING SOS BASE PLY: W-3 Mininch G,ACFoam III,E Polytherm, , A Min.15/32- Min.1.5-inch Polytherm,ACFoam II,Polytherm (Optional)additional � Polytherm H,H-Shield, D-IS,NI-OSFA, la ers(s)of base D-IS,M-OSFA, SBS-SA-H OB500 or CR-20 y OB500 or CR-20 (Optional)SBS-TA SBS-TA -52.5 plywood H-Shield CG,Multi-Max FA3 insulation NEMO ETC,LLC Evaluation Report P9290.02.08-1125 for FL1654-1127 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 25:09/30/2020 ©2018 MEMO ETC,LLC Polyglass Modified Bitumen Roof Systems,(954)233-1330 Appendix 1,Page 5 of 94 *NEMO etc. eeo oECKS—NEW CONSTIRLicriaN ok REROOV(TEAR-OFF) • BOMEDRO-OF COVER Y S stemRoof Cover(Note 15) Deck(Note 1) Primer'*, MDP(psf) Joint Treatment Base Ply Ply Cap Ply SELF-ADHERING BASE PLY: APA rated, • Elastoflex SAVPlus None 7/16 CAT, OSB joints are covered with 4-inch wide strips of Elastoflex SA V,rolled Into (Optional)SBS-SA,SBS- SBS-SA,APP-SA, W-208 0.418 in., place to create continuous bond. or Elastoflex SA V TA,APP-TA SBS-TA,APP-TA 52.5 Exposure 1 OSB Plus FR X 209 SBS-S Min.15/32- None None (Optional)SBS-SA,SBS- SBS-SA, -90.0 inch plywood TA,APP-TA SBS-TA PP-T W-210 Min.15/32- PG100 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA, -97.5 inch plywood TA,APP-TA SBS-TA,APP-TA Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled Elastoflex SA V or (Optional)SBS-SA,SBS- SBS-SA,APP-SA, W 211 inch plywood (Optional)PG100 into place to create continuous bond. Elastoflex SA V FR TA,APP-TA SBS-TA,APP-TA 97.5 W 212 Min.15/32- POLYBRITE 745 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA, -105.0 inch plywood or WB3000 TA,APP-TA SBS-TA,APP-TA Min.15/32- Plywood joints are covered with 4-inch wide strips Elastoflex SA V Plus of Elastoflex SA V Plus,rolled (Optional)SBS-SA,SBS- SBS-SA,APP-SA, W-213 inch plywood (Optional)PG100 into place to create continuous bond. or Elastoflex SA V TA,APP-TA SBS-TA,APP-TA -135.0 Plus FR HYBRID SYSTEMS WITH SELF-ADHERING APR.BASE PLY: W-214 Min. (Optional)PG100 None APP-SA-H (Optional)APP-TA APP-TA -90.0 inch plywoolywoo d W-215 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled APP-SA-H (Optional)APP-TA APP-TA 135.0 inch plywood into place to create continuous bond. HYBRID SYSTEMS WITHSELF-ADHERING SBS BASE PLY: -' ' ' • -" W-216 Min.15/32- None None SBS-SA-H (Optional)SBS-TA SBS-TA -90.0 inch plywood W-217 Min.15/32- PG100 None SBS-SA-H (Optional)SBS-TA SBS-TA -97.5 inch plywood W-218 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled SBS-SA-H (Optional)SBS-TA SBS-TA -97.5 inch plywood into place to create continuous bond. W-219 Min.15/32- POLYBRITE 745 None SBS-SA-H (Optional)SBS-TA SBS-TA 105.0 Inch plywood or WB3000 NEMO ETC,LLC Evaluation Report P9290.02.08-R25 for FL1654-R27 Certificate of Authorization#32455 7i"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 25:09/30 2020 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Pag 37 of 94 4faR� ^-� BCIS Home Log In User Registration Hot Topics ! Submit Surcharge j Stats&Facts Publications Contact Us BCIS Site Map Links i Search b or .�3. ! o,' Product Approval tj �.USER:Public User Approval Product Menu>Product orA plication Search> ors App e �gplication List>Application Detail FL# FL30310-R1 J/LG V��/ Application Type Revision VIEWED Code Version 2020 FOR Application Status Approved CODE COMPLIANCE ST. L CIE COUN y Comments Archived _ Bocc �i �Ul� Product Manufacturer IKO Industries Ltd Address/Phone/Email 40 Hansen Road South Brampton, NON-US L6W 31-14 (905)457-2880 Ext4581 wi l li a m.li u@ i ko'.co rn Authorized Signature William Liu william.liu@iko.com Technical Representative William Liu Address/Phone/Email 40 Hansen Road South Brampton, FL L6W 3H4 (416) 525-3740 wiliiam.liu@iko.com Quality Assurance Representative Address/Phone/Email Dynasty Page 9 Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 12/31/2024 Validated By Steven M. Urich, PE y i Validation Checklist-Hardcopy Received Certificate of Independence FL30310 RI COI IKO19002.2 2020 FBC Eva[Shingles fi al.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D 3018 1990 ASTM D 3161 2016 ASTM D 3462 2010 ASTM E 108 2016 TAS 100 1995 TAS 107 2020 Equivalence of Product-Standards Certified By Sections from the Code Product Approval Method Method i Option O Date Submitted 10/16/2019 Date Validated 10/23/2020 Date Pending FBC Approval 10/28/2020 Date Approved 12/16/2020 Summary of Products FL# Model,Number or Name Description 30310.1 IKO Shingles ASTM D 3161, Class F asphalt shingles, hip and ridge shingles, starter strip&shingle strip Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL30310 R1 II IK019002.2 2020 FBC Eval Shingles final,pd Approved for use outside HVHZ:Yes Verified By: Zachary R. Priest PE-74021 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See evaluation report for limits of use. FL30310 R1 AE IK019002.2 2020 FBC Eva[ Shin gles final.pdf Created by Independent Third Party: Yes Lack N t Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CogYrjght 2007-2013 State of Florida.:: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,FS.,please click here. Product Approval Accepts: Dynasty 0 ji EhKk ' Page 9 Credit:Gard Safe.