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HomeMy WebLinkAboutProduct Approval ,Florida Building Code Online Page 1 of 2. BCIS Homea Log In User Registration Hot Topics Submit Surdlarge [ Stats&Facts Publications Contact Us BCIS Site Map Unks Search bProduct Approval y';.•. 'a t r'pa USER:Public User d., y Product Annroval Frena>Prnduct or Anclication Search>Aonliration List>Application Detall FL# FL1654-R26 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W.Newport Center Drive Deerfield Beach,FL 33442 (954)233-1330 Ext 242 ma I pert@ polyg lass.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 Address/Phone/Email 1111 West Newport Center Drive Deerfield Beach,FL 33442 J& (888)410-1375 uspolyglasstechnical@polyglass.com 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 1 Validation Checklist-Hardcopy Received Certificate of Independence 1=11654 R26 COI 2019 01 COI NIENINEN.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D4897 2001 ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 UL1897 2012 Equivalence of Product Standards Certified By Sections from the Code 7 A , https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bn... 1/30/2020 Florida Building Code Online Page 2 of 2 r - � Product Approval Method Method 1 Option D Date Submitted 10/15/2019 Date Validated 10/16/2019 Date Pending FBC Approval 10/20/2019 Date Approved 12/10/2019 Summary of Products FL At Model,Number or Name Description 1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ:No FL1654 R2.6 II 2019 10 FINAL Al ER PG MODBIT FL1654- Approved for use outside HVHZ:Yes R26.ndF 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 to one Evaluation Reports particular assembly over concrete deck.Refer to the ER Appendix FL1654 R26 AE 2019 10 FINAL FR PG MODBIT FL1654- for other systems and deck types.2.)Refer to ER,Section 5 for R26.Ddf other Limits of Use. Created by Independent Third Party:Yes sack Nowt 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 emalls 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: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bn... 1/30/2020 r r ' DEMO etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY Polyglass USA,Inc. Evaluation Report P9290.02.08-R24 1111 West Newport Center Drive FL1654-1126 Deerfield Beach,FL 33442 Date of Issuance:02/11/2008 (954)233-1230 Revision 24:10/14/2019 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 61h Edition(2017)Florida Building Code sections noted herein. DESCRIPTION: Polyglass SBS and APP 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 documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen,P.E.of any changes to the product(s),the Quality Assurance or the production facility location(s). NEMO I etc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "MEMO I 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 an 81-page Appendix. Prepared by: ''j` '•3gAPe 0. �j The facsimile seal appearing was authorized b Robert Robert J.M.Nieminen,P.E. c • pP e v ,b'S`r=v'��•` ' Nieminen,P.E.on 10/14/2019.This does not serve as an Florida Registration No.59166,Florida DCA ANE1983 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. 02018,NEMO ETC,LLC ONEMOletc. ROOFING SYSTEMS EVALUATION: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems,as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections Of the 6" Edition (2017) 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. Section Property Standard Year 1504.3.1 Wind FM 4474 2011 1504.3.1 Wind UL 1897 2012 1504.7 Impact FM 4470 2012 1507.10.2 Physicals ASTM D4897 2001 1507.11.2 Physicals ASTM D6162 2008 1507.11.2 Physicals ASTM D6163 2008 1507.11.2 Physicals ASTM D6164 2011 1507.11-2 Physicals ASTM D6222 2011 1507.11.2 Physicals ASTM 06509 2009 ,� `"�,�y,�`�'� E oeia8l�-a,•.an..�� �`��`+�+a: '_ � " ,�..'�d ,a1'cl<.•�z.+�«,�,� �.,.tc.,-�. : Entity Exam Reference Date Entity Exam Reference Date ERD(TST6049) Physicals P10490.10.08.2 10/30/2008 FM(TST1867) FM 4470 3006115 05/02/2001 ERD(TST6049) FM 4470/4474 P13760.09.09 09/10/2009 FM(TST1867) FIA 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 P30540.11.09-111 11/30/2009 FM(7571867) 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(TST60491 Physicals P33960.12.10 12/30/2010 FM(75718671 FM 4470 3019317 06/30/2004 ERD TST6049) FM 4470/4474 P33970.03.11 03/15/2011 FM(7571867) FM 4470 3020703 07/30/2004 ERD(TST6049) Physicals P37590.03.13-3A 03/06/2013 FM(TST1867) FM 4470/4174 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(TST60491 Physicals P37590.03.13.2-R1 07/01/2013 FM(TST1867) FN14470/4474 3023458 07/18/2006 ERD(TST6049) Physicals P37590.07.13-2 07/01/2013 FN1(TST1867) FM 4470/4474 3030668 09/12/2007 ERD(TST60491 Physicals P37590.03.13.5-111 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 04/21/1014 ERD(TST6049) FM 447014:174 P41630.08.13 08/06/2013 FM(TST1867) FN1447014474 3057029 02/02/2017 ERD(TST60491 Physicals P45940.09.13 09/04/2013 NEMO(TST6049) Criticality 45-PLYG-I8.00I.OG.18 06/23/2018 ERD(TST6049) Physicals P44370.10.13 10/04/2013 NEMO(TST6049) FN14474 4L-PLYG-18.003.08.18 08/21/2018 ERD(TST6049) Physicals P39520.09.14.2 09/11/2014 NEMO(TST6049) Criticality 4S.PLYG•18.001.10.18 10/03/2018 ERD(TST6049) FM 4470/4474 SC6160.11.14 11/10/2014 NEN10(TST6049) ASTM D4897 45-PLYG•18.002.11.18.2 11/16/2018 ERD(TST6049) Physicals P4S440SC.03.15.1 03/31/2015 NEMO(TST6049) ASTM D6164 45-PLYG-18-002.11.18.3 11/28/2018 ERD(TST6049) Physicals SCS170.05.15 05/08/2015 NEW(TST6049) FN14474 •IL-PLYG-18-003.11.18 11/28/2018 ERD(TST6049) FN14474 SC8085.05.15 05/19/2015 NEMO(TST6049) FM 4474 4-PLYG-18.003.01.19 01/11/2019 ERD(7576049) Physicals SCS170.12.15 12/29/2015 NEMO(TST6049) ASTM D6163 45•PLYG-18.002.01.19•A 01/24/2019 ERD(TST6049) FN1 4470/4474 SC9455.15 04/01/2016 NEMO(TST6049) ASTM D6162 45•PLYG-38.002.01.19.8 01/25/2019 ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-1 OS/17/2016 NEMC(TST6049) FN1 4474 4L-PLYG•18-003.04.19-A 04/08/2019 ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16.2 05/17/2016 NEMO(7576049) ASTM D6222 •IS-PLYG-18.002.05.19.6 05/20/2019 ERD(TST6049) FM 4470/4474 PLYG-SC30815.07.16.81 09/23/2016 NEMO(TST6049) ASTNI 06222 45-PLYG-18.002.05.19.0 05/20/2019 ERD(TST6049) UL 1897 PLYG-SC32025.10.16 10/12/2016 NEMO(TST6049) ASTM D6163 -IS-PLYG-18.002.05.19-H 05/20/2019 ERD(TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 NEMO(7576049) ASTM D6164 45-PLYG-18-002.05.19-N 05/31/2019 ERD(TST6049) FM 4470/4474 PLYG-SC13235.01.17 01/17/2017 NEW(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 DG164 4S-PLYG48-002.09.19.1 09/06/2019 ERD(TST11294) FM 4470/4474 PLYG-CTL13945.05.17.1 05/30/2017 NEMO(TST6049) ASTM D6164 45-PLYG-18.002.09.19.1 09/06/2019 ERD(TST11294) FM 4470/4474 PLYG.CTL13945.05.17.3 05/30/2017 PRI(TST5878) Physicals PUSA-062-02-01 12/04/2007 ERD(TSr6049) FM 4470/4474 PLYG-SC13945.05.17 05/30/2017 PRI(TST5878) Physicals PUSA-061-02-02 01/28/2008 ERD(TST60491 FM 4470/4474 PLYG-SC15760.09.17 09/11/2017 PRI(TST5878) Physicals PU5A-064-02.02 02/27/2008 FM(TST1867) FM 4470 2WW ANI 08/04/1994 PRI(TST5878) Physicals PUSA-062-02-02 12/04/2008 FM(TST1867) FM 4470 OD3A3.AM 04/04/1997 PRI(TSTS878) TAS 114 PUSA-188.02.01 02/08/2017 FN1(TST1867) FM 4470 2DOAO.AM 12/23/1998 PRI(TST5878) TAS 114 PUSA-188-02-02 02/08/2017 FNI(TST1867) FM 4470 2DSA9.AM 06/12/1999 PRI(TST5878) TAS 114 PUSA-188-02.03 02/08/2017 FM(7571867) rN14470 3006646 01/04/2000 PRI(TST5878) TAS114 PUSA-202-02-01 05/17/2017 FM(T5T1867) FM 4570 3001334 01/25/2000 PRI(TST5878) TAS 114 PUSA-202.02-02 05/17/2017 NEMO ETC,LLC Evaluation Report P9290.02.08-R24 Certificate of Authorization#32455 6M EDITION(2017)FBC NON-HVHZ EVALUATION F1.1654-1126 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 24:10/14/2019 Page 2 of 5 i r V ONEMOjetc. Entity Exam Reference Date Enti Exam Reference Date FM(TST1867) FM 4470 3001334 02/15/2000 M-D(CER1592) HVHZ Various NOAs Various FM(TST1867) FM 4470 3000857 01/12/2000 M-D(CER1592) Prop.for Rev. 10.0823 10/12/2010 FM(TST1867) FM 4470 30D4091 01/12/2000 UL(QUA9625) Quality Control Service Confirm 09/13/2018 e a ` 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. The following Polyglass membranes make up the subject systems. TABLE 1:ROLL-GOODS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS Type Product Specification Reference Grade Type Elastovent ASTM D4897 N/A N/A Polyglass G2 Base ASTM D4601 N/A II Polyflex SA Base ASTM D4601 N/A II Base Sheet/Base Ply Elastobase SA ASTM D4601 N/A II ASTM D6163,Table 2 S 1 Polyglass Base ASTM D6509 N/A N/A Elastoshield HT ASTM D6162 S III Elastoshleld HT G ASTM D6162 G III Elastoshield HT G FR ASTM D6162 G III Elastobase ASTM D6163 S I Elastoflex V ASTM D6163 S I Elastoflex SA V ASTM D6163 S I Elastoflex SA V FR ASTM D6163 S I Elastoflex SA V Plus ASTM D6163 S I Elastoflex SA V Plus FR ASTM D6163 5 I Elastobase P ASTM D6164 S I Elastoflex SA Base HD ASTM D6164 S I Elastoflex S6 ASTM D6164 S I SBS Membranes Elastoflex 56 HP ASTM D6164 S II Elastoflex V G ASTM D6163 G I Elastoflex V G FR ASTM D6163 G I Elastoflex S6 G ASTM D6164 G I Elastoflex 56 G FR ASTM D6164 G I Polyfresko G SB5 ASTM D6164 G I Polyfresko G SBS FR ASTM D6164 G I Elastoshield TS G ASTM D6164 G I Elastoshield TS G FR ASTM D6164 G I Elastoflex SA P ASTM D6164 G I FpEstoflexSA P FR ASTM D6164 G I lyreflect ASTM D6164 S I NEMO ETC,LLC Evaluation Report P9290.02.08-RZ4 Certificate ofAuthorhotlon x32455 6"'EDITION(2017)FBC NON-HVHZ EVALUATION FL1654-R26 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 24:10/14/2019 Page 3 of 5 ONEMOletc. TABLE 1(CONTINUED):ROLL-GOODS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS Type Product Specification Reference Grade Type Polyflex ASTM D6222 S I Polyflex G ASTM D6222 G I Polyflex G FR ASTM 1)6222 G I I Polyfresko G ASTM D6222 G I Polyfresko G FR ASTM D6222 G I APP Membranes Polybond ASTM D6222 S 1 Polybond G ASTM D6222 G I Polyflex SA P ASTM D6222 G I Polyflex SA P FR ASTM D6222 G I Polyfresko G SA ASTM D6222 G I Polyfresko G SA FR ASTM D6222 G I Polykool ASTM D6222 S I 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 HVHZ jurisdictions. 5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 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. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1511- 5.7 For mechanically attached insulation or membrane or strip-bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 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(January 2016)for Zone 2/3 enhancements. 5.8 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. 5.9 For mechanically attached insulation or membrane 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 and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.10 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. NEMO ETC,LLC Evaluation Report P9290.02.09-RZ4 Certificate o/Aurhoriration#32455 6"'EDITION(2017)FBC NON-HVHZ EVALUATION FL1654-R26 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 24:10/14/2019 Page 4 of 5 V' ONEMOletc. 5.11 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. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(l),1609.3(2)or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. For non- Polyglass components listed within wind uplift rated assemblies in Appendix 1,refer to the Product Approval of the component manufacturer. 6.1 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. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 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. As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the noted Qq agency for information on product locations covered for F.A.C.Rule 61G20-3 QA requirements UL LLC—QUA9625;(314)578-3406,k.chancellor@us.ul.com -THE 81-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- NEMO ETC,LLC Evaluation Report P9290.02.08-RZ4 Certificate o/Authorization#32455 6"'EDITION(2017)FBC NON-HVHZ EVALUATION FL1654-R26 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 24:10/14/2019 Page 5 of S NNEMOjetc. � J�'.♦ A i�i)iJp1�l.. .7 li��l�'�+.t.4k�1�.' d' r�1ldJ=1 �n �i�b75'�.. , ?i4a'�ft, TABLE DECK APPLICATION TYPE DESCRIPTION PAGE SA Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5 113 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-10 1C Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 11-12 1D Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 13 1E Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 13-16 1F Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 17-20 IG Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 21-25 1H Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 26-32 II Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 33 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 34-36 2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 37-43 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-1 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 44-45 2D Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Velociflex,Bonded Roof Cover 46-47 3A Structural concrete New or Reroof(Tear-OH) A-1 Bonded Insulation,Bonded Roof Cover A8-58 3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover S8 4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 59-62 4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 63 4C Lightweight concrete New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 64-68 SA Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 69 58 Cementitious wood fiber Reroof(Tear-Off)or Recover A-2 Mech-Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 70-71 5C Cementitious wood fiber Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 72 SD Cementitious wood fiber Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 72 5E Cementitious wood fiber Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 72 6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 73-75 6B Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 76 6C Existing gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 76 60 Existing gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 76 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 77-81 7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 81 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. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement: > Wood: Minimum 0.75-inch penetration. > Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. NEMO ETC,LLC Evaluation Report P9290.02.08-1124 for FL3654-1126 Certificate of Authorization 1132455 61"EDITION(2017)FDC NON-HVHZ EVALUATION Revision 24:10/14/2019 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 1.of 81 O 4 _ f NNEMOletc. 3. Unless otherwise noted,insulation maybe anyone layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof board or mineral-wool roof board that meets the QA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. 4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 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(January 2016). 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. 1% Hot asphalt(HA): Full coverage at 25-30 lbs/square. > Dow INSTA STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. >Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. ➢Millennium PG-1 Pump Grade Adhesive(M-PG 1): 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.(PaceCart or5pot5hot). Note: OlyBond Green maybe 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 coverboord 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: >Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick) >Millennium PG-1 Pump Grade Adhesive(M-PG1): MDP -157.5 psf (Min.0.5-inch thick) )e OMG OlyBond 500(OB500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3) •OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GL) >OMG OlyBond 500(OB500): 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 psf (Min.1.0-inch thick) B. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16,and Zones 2 and 3 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(January 2016)for Zone 2/3 enhancements. 10. For fully bonded assemblies,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted. 12. 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 existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system(for recover)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 ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application. MEMO ETC,LLC Evaluation Report P9290.02.08-R24 for FL3654-R26 Certificate of Authorization!132455 6"'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:10/14/2019 02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 81 ONEMO I etc. 14. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent"LWC 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). Unless otherwise noted, 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 base,ply or cap sheet applications. �4�a`. SFi�:k��$5Mn'-6^x=i awe',l'-&ti:r��d��"� REFERENCE LAYER MATERIAL APPLICATION BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II (Base and Ply sheets, Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI Hot Asphalt at 20-40 lbs/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 S6 HP,Elastoshield HT SBS-CAI Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex 56 HP,Elastoflex S6 G,Elastoflex PG350 1.5-2.0 Cap Ply S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Cal/square re Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex 56 HP SBS-CA2 Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex 56 HP,Elastoflex S6 G,Elastoflex Polyplus 35 at 1.5-2.0 Cap Ply S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) gal/square Base Ply or Ply ' One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex 56,Elastoflex 56 HP,Elastoshield HT SBS-AA Elastoshield HT G,Elastoshield HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastoflex S6 HP,Elastoflex 56 G, Hot Asphalt at 20-40 (SBS,Asphalt-Applied) Cap Ply Elastoflex 56 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) lbs/square Note: Asphalt-applied sheets or insulation shall not be applied to poly-film 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 56,Elastoflex S6 HP,Elastoflex S6 (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 Torch-Applied backed) 585-SA-H Base Ply Elastobase SA Self-adhering (followed (SBS,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,Polyreflect Self-Adhering (SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substratesforSBS-SA are limited to the SBS-SA Base Ply options herein, Elastobose(poly/sand)or Elostobase(poly/poly). APP-CA3 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 (APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR Torch-Applied 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 forAPP-SAare limited to the SBS-SA Base Ply options herein, Self-Adhering Elastobase(poly/sand)or Elastobase(poly/poly). NEMO ETC,LLC Evaluation Report P9290.02.08-R24 for FL1654-R26 Certificate of Authorization 1132455 6"'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:10/14/2019 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of 81 ONEMOjetc, 16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure(MDP)limitations. The lesser of the MDP listings below vs.those in Table 3A applies: ... .y ..,._i•.• ,•.,..., Tr•Y. •rye•-r .. a• I I .r _.._. OPTION PRIMER TYPE VAPOR BARRIER ATTACH INSULATION ADHESIVE MDP(PSF) VB-1. PG100 Elastoflex SAV Plus Self-Adhering Inta-Stik or CR-20,12-inch o.c. -60.0 VB-2. PG100 Polyglass Base Torch-applied Inta-Stik or CR-20,12-inch o.c. -75.0 VB-3. PG100 Elastoflex SA P Self-Adhering Insta-Stik,12-inch o.c. -75.0 VB-4. PG100 Elastoflex SA P Self-Adhering Millennium One Step Foamable Adhesive,12-inch o.c. -157.5 VB-5. PG100 Elastoflex SA P Self-Adhering CR-20,12-inch o.c. -270.0 VB-6. PG100 Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Self-Adhering Millennium One Step Foamable Adhesive,Millennium PG-1 Pump Grade Plus,Elastoflex SA V Plus FR Adhesive,OlyBond 500 or CR-20,12-inch o.c. -290.0 17. The fallowing 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. . w;, w yM _, 1'•�:. t �• � �• .r r II��IHL�I'UJIi�i�� Y�1�i'iE7rilf,:'sadw°u"a`u�a"eor.LE:'.a�°� T�.4........-. Option It Surfacing Florida Product Approval SURF-1. PG300 Fibered Roof Coating FL10291 SURF-2. PG600 Non-Fibered Aluminum Roof Coating FL10291 SURF-3. PG650 Fibered Aluminum Roof Coating FL10291 SURF-4. PG700 High Quality Elastomeric Roof Coating FL10291 SURF-5. PG700QS(Quick Set)High Quality Elastomeric Roof Coating FL10291 SURF-6. PG800 Asphalt Emulsion Roof Coating FL10291 SURF-7. Polyplus 60 Premium Non-Fibered Aluminum Roof Coating FL10291 SURF-8. Polyplus 65 Premium Fibered Aluminum Roof Coating FL10291 SURF-9. Polybrite 70 Premium Grade Elastomeric Roof Coating FL10291 SURF-10. Polybrite 70QS(Quick Set)Premium Grade Elastomeric Roof Coating FL10291 SURF-11. Polybrite 71 HS FL10291 SURF-12. Polybrite 90 High Solids Silicone Roof Coating FL10291 SURF-13. Polybrite 95 Silicone Roof Coating FL10291 SURF-14. KM Acryl 15 FL27409 SURF-15. KM Acryl 15 QS FL27409 SURF-16. KM Acryl 25 FL27409 SURF-17. KM Acryl 25 QS FL27409 SURF-18. KM Acryl 40 HS FL27409 SURF-19. KM Acryl 85 FL27409 SURF-20. KM PSH250 FL27409 SURF-21. KM PS0220 FL27409 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. NEMO ETC,LLC Evaluation Report P9290.02.08-R24 for FL1654-R26 Certificate of Authorization 1132455 6r"EDITION(2017)FBC NON-HVH2 EVALUATION Revision 24:10/14/2019 02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 4 of 81 ONEMOletc. System Deck(Note 1) Primer Roof Cover(Note 15) MDP(psf) No. I I IJoint Treatment Base Ply Ply Cap Ply SELF-ADHERING BASE PLY: APA rated,7/16 0513 joints are covered with 4-inch wide strips of Elastoflex SA V,rolled into lace to Elastoflex SA V Plus or W-206 CAT,0.418 in., None l P P (Optional)SBS-SA,585- 505-$A,APP-SA,SBS- -52.5 Exposure 1 OSB create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA W-207 Min.15/32-inch None None SBS-SA (Optional)SBS-SA,SBS- SOS-SA,APP-SA,SBS- plywood TA,APP-TA TA,APP-TA 90.0 W-208 Min.15/32-inch PG100 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- plywood TA,APP-TA TA,APP-TA 97'5 Min.15/32-inch Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V or (Optional)SBS-SA,SBS- 5BS-5A,APP-SA,SBS- tV-2D9 (Optional)PG100 97,5 plywood place to create continuous band. Elastoflex SA V FR TA,APP-TA TA,APP-TA W-210 Min.15/32-inch POLYBRITE 745 or None SBS-SA (Optional)SBS-SA,SBS- 595-SA,APP-SA,SBS- -105.0 Plywood WB3000 TA,APP-TA TA,APP-TA Min.15/32-inch Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- W-211 plywood (Optional)I'G100 place to create continuous bond. Elastoflex SAV Plus FR TA,APP-TA TA,APP-TA 135.0 HYBRID SYSTEMS WITH SELF-ADHERING APP BASE PLY: Min.15/32-inch W-212 plywood (Optional)PG100 None APP-SA-H (Optional)APP-TA APP-TA 40.0 W-213 Min.15/32-inch (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into APP-SA-H (Optional)APP-TA APP-TA -135.0 plywood place to create continuous bond. HYBRID SYSTEMS WITH SELF-ADHERING SBS BASE PLY: W-214 Min.15/32-inch None None SBS-SA-H plywood (Optional)SBS-TA SBS-TA 90-0 W-215 Min.1S/32-inch PG100 None SBS-SA-H plywood (Optional)SBS-TA SBS-TA 97.5 W-216 Min.15/32-inch (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into SBS-SA-H (Optional)SBS-TA SBS-TA -97.5 plywood place to create continuous bond. W-217 Min.15/32-inch POLYBRITE 745 or None SBS-SA-Ii plywood WB3000 (Optional)SBS-TA SBS-TA 105-0 NEMO ETC,LLC Evaluation Report P9290.02.08-R24 for FL1654-R26 Certificate of Authorization 1132455 6'I'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:10/14/2019 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 33 of 81 u v