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HomeMy WebLinkAboutNotice of Acceptance ' ! I MEMO I etc. Certificate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY RECEIVE® REPORTEVALUATION Polyglass USA,Inc. Evaluation Report P92 . 8- 24 1111 West Newport Center Drive FL1654-R26 EB 2 ?J Deerfield Beach,FL 33442 Date of Issuance: Revision 24:10/14/2019 ST LUde Count (954)233-1230 y, peg mll;t;ing 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 61 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). NEMOI 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"NEMO Ietc. 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: Qka) .err .V o-9Nt9�1� ..:J•t.a.. T Robert J.M.Nieminen,P.E. -,fF••.ieq;5•�«� The facsimile seal appearing wasauthorized byRobert Ssiowa�c�'•�,.q,. Florida Registration No.59166,Florida DCA ANE1983 '.%�i*,,,,,,,,,.e Nieminen,P.E.on 10/14/2019.This does not serve as an electronicallysigned document CER11FICAnON 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 MEMO 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 � 4P,,- NNEMOletc. ROOFING SYSTEMS EVALUATION: 1. SCOPE: 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 6th 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. 2. STANDARDS'.___ 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 D6509 2009 3. REFERENCES: Entity_ nc _ Exam,__-- __Referee' _ Date -' ,-,;Entity,- ---Exam'-_ Reference Date ERD(TST6049) Physicals P10490.10.08-2 10/30/2008 FM(7571867) FM 4470 3006115 y 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-RI 11/30/2009 FM(TST1867) FM 4470 3014751 08/27/2003 ERD W6049) FM 4470/4474 P30550.12.09 12/02/2009 FM(7571867) 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(7571867) FM 4470 3020703 07/30/2004 ERD(7576049) Physicals P37590.03.13-3A 03/06/2013 FM(7571867) FM 4470/4474 3018332 01/31/2006 ERD(TST6049) FM 4470/4474 P39680.03.13 03/04/2013 FM(TM867) FM 4470/4474 3023368 03/20/2006 ERD(TST6049) Physicals P37590.03.13-1-RI 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 OST1867) FM 4470/4474 3030668 09/12/2007 ERD(TST6049) 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 31349631 04/21/2014 ERD(TST6049) FM 4470/4474 P41630.08.13 08/06/2013 FM(7571867) FM 4470/4474 3057029 02/02/2017 ERD(TST6049) Physicals P45940.09.13 09/04/2013 NEMO(W6049) Criticality 4SPLYG-18-0GL0G18 06/23/2018 ERD(TST6049) Physicals P44370.10.13 10/04/2013 NEMD(7576049) FM 4474 41L-PLYG-184M.08.18 08/21/2018 ERD(TST6049) Physicals P39520.D9.14-2 09/11/2014 NEMO(TST6049) Criticality 4S-PLYG-580110.18 10/03/2018 ERD(7576049) FM 4470/4474 SC6160.11.14 11/10/2014 NEMO(TST6049) ASTM 04897 4SPLYG-18-002.11.18-2 11/16/2018 ERD(TST6049) Physicals P45440SC.03.15-1 03/31/2015 NEMO(TST6049) ASTM D6164 4S-PLYGI&MAL38-3 11/28/2018 ERD(7576049) Physicals SCS170.05.15 05/08/2015 NEMO(7576049) FM 4474 4L-PLYG-18003.11.18 11/28/2018 ERD(TST6049) FM 4474 SC8085.05.15 05/19/2015 NEW UST6049) FM 4474 4L-PLYG-1807.0119 01/11/2019 ERD(TST6049) Physicals 505170.12.15 12/29/2015 NEMO(7576049) ASTM D6163 4SPLYG-18-002.01.24A 01/24/2019 ERD(7576049) FM 4470/4474 SC9455.15 04/01/2016 NEMO(7576049) ASTM D6162 4SPLYG-18-002.01.19.0 01/25/2019 ERD(TST6D49) FM 4470/4474 PLYG-SC8905.05.16-1 05/17/2016 NEMO(7576049) FM 4474 46PLYG-1803.04.19A 04/08/2019 ERD(7576049) FM 4470/4474 PLYG.SC89D5.05.16-2 05/17/2016 NEMO UST6049) ASTM D6222 45-PLYG-18-002.05.19-C 05/20/2019 ERD(M6049) FM 4470/4474 PLYG-SCIO815.07.16-R1 09/23/2016 NEMO(7576049) ASTM D6222 4S-PLYG-IBOOLo5.19-D 0.5/20/2019 ERD(TST6049) UL 1897 PLYG-SC32025.10.16 10/12/2016 NEMO(TST6049) ASTM D6163 4SPLY13-38-001.05.19-H 05/20/2019 ERD(TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 NEMO(7576049) ASTM D6164 4SPLYG-1&002.G5.19-N 05/31/2019 ERD(7576049) FM 4470/4474 PLYG-5[13235.01.17 01/17/2017 NEMO(TST6049) Criticality 4S-PLYG-I84)OL06.19A 07/17/2019 ERD(TST6049) FM 4470/4474 PLYG-SC13920.05.17 05/30/2017 NEMO(TST6049) ASTM D6164 4SPLYG-1840109.191 09/06/2019 ERD(75711294) FM 4470/4474 PLYG-CrM94105.17-1 05/30/2017 NEMO(7576049) ASTM D6164 4SPLYG18-007-09.191 09/06/2019 ERD(TST11294) FM 4470/4474 PLYG-CTL13945.05.17-3 05/30/2017 PRI(75175878) Physicals PUSA-062-02-01 12/04/2007 ERD(7576049) FM 4470/4474 PLYG-SC33945.05.17 05/30/2017 PRI(TST5878) Physicals PUSA-061.02-02 01/28/2008 ERD(TST6049) FM 4470/4474 PLYG-SC35760.09.17 09/11/2017 PRI(TSTS878) Physicals PUSA-064-02-02 02/27/2008 FM(TST1867) FM 4470 2W7A7AM 08/04/1994 PRI(TST5878) Physicals PUSA-062-02-02 12/04/2008 FM(TSr1867) FM 4470 OD3A3.AM 04/04/1997 PRI(7515878) TA5114 PUSA-188-02-01 02/08/2017 FM(TST1867) FM 4470 2DOAO.AM 12/23/1998 PRI(TST5878) TAS 114 PUSA-188-02-02 02/08/2017 FM(TSI-1867) FM 4470 2DSA9.AM 06/22/1999 PRI(7515878) TAS 114 PUSA-188-02-03 02/08/2017 FM(TST1867) FM 4470 3006646 01/04/2000 PRI(75175878) TAS 114 PUSA-202-02-01 05/17/2017 FM(TSM67) FM 4470 3001334 01/25/2000 PRI(TSM978) TA5114 PUSA-202-02-02 05/17/2017 NEMO ETC,LLC Evaluation Report P9290.02.08-R24 Certificate of Authorization#32455 6TMEDITION(2017)FBC NON-HVHZ EVALUATION FL1654-R26 Polyglass Modifled Bitumen Roof Systems,(954)233-1330 ReAslon 24:10/14/2019 Page 2 of 5 ONEMOjetc. Entity_ _ _ Exam Reference :___ _ :Date' Enti Exam Reference _ Date FM 0M867) FM 4470 3001334 02/15/2000 M-D(CER1592) HVHZ Various WAS Various FM W1867) FM 4470 3000857 01/12/2000 M-D(CER1592) Prop.for Rev. 10-0823 10/12/2010 FM(TSf1867) FM 4470 3004091 01/12/2000 UL(QUA9625) quality Control Service Confine 09/13/2018 4. PRODUCT DESCRIPTION: 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; ystems.TABLE.I:ROLL-GOODS FOR POLYGLASS MODIFIED BITUMENIR06F SYSTEMS..- Speci ication" Type Product- Reference Grade Type. ; Elastovent ASTM D4897 N/A N/A Polyglass G2 Base ASTM D4601 N/A II Base Sheet/Base Ply Polyflex SA Base ASTM D4601 N/A II Elastobase SA ASTM D4601 N/A II ASTM D6163,Table 2 S I Polyglass Base ASTM D6509 N/A N/A Elastoshield HT ASTM D6162 S III Elastoshield 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 S I Elastobase P ASTM D6164 S I Elastoflex SA Base HD ASTM D6164 S I Elastoflex 56 ASTM D6164 S I SBS Membranes Elastoflex S6 HP ASTM D6164 S 11 Elastoflex V G ASTM D6163 G I Elastoflex V G FR ASTM D6163 G I Elastoflex 56 G ASTM D6164 G I Elastoflex S6 G FR ASTM D6164 G I Polyfresko G SBS ASTM D6164 G I Polyfresko G 5BS 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 Elastoflex SA P FR ASTM D6164 G I Polyreflect ASTM D6164 S I NEMO ETC,LLC Evaluation Report P9290.02.08.R24 Certificate of Author¢otion#32455 6m EDITION(2017)FBC NON•HVHZ EVALUATION FL1654-R26 Polyglass Modified Bitumen Roof Systems,(9S4)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 D6222 G I Polyfresko G ASTM D6222 G 1 Polyfresko G FR ASTM D6222 G I Polybond ASTM D6222 S 1 APP Membranes Polybond G ASTM D6222 G I Polyflex SA P ASTM D6222 G I Polyflex SA P FR ASTM D6222 G 1 Polyfresko G SA ASTM D6222 G I Polyfresko G SA FR ASTM D6222 G I Polykool ASTM D6222 S I 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 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 WDi, 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 orTesting 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-S2 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. NEMO ETC,LLC Evaluation Report P9290.02.08-R24 Cer*cate of Authorization?/32455 Gy"EDITION(2017)FBC NON-HVHZ EVALUATION F1.3654-1126 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 24:10/14/2019 Page 4 of 5 OMEMO I etc. 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 611320-3. For non- Polyglass components listed within wind uplift rated assemblies in Appendix 1,refer to the Product Approval of the component manufacturer. 6. INSTALLATION: 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. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C.Rule 61G20-3 QA requirements 9. QUALITY ASSURANCE ENTITY: 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-R24 Certificate of Author&aaan#324SS 0 EDITION(2017)FBC NON-HVH2 EVALUATION 41.1654-1126 Polyglass Modified Bitumen Roof Systems;1954)233-1330 Revision 24:10/14/2019 Page 5 of 5 ONEMO i etc. APPENDIX I'ATTAcHMENTREQUIREMENTS FOR WIND UPLIFT REsISTANCE TABLE D€CR ,.APPLICATION i- --'TYPE'_ ,. DESCRIPTION :-•.. .. PAG- 1A Wood New or Reroof(Fear-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 5-10 1C Woad New,Reroof(Tear-Off)or Recover A-2 Meds.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 11-12 1.0 Wood New,Reroof(Tear-Off)or Recover B Meds.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 13 1€ Wood New,Reroof(Tear-OH)or Recover C Mech.Attached insulation,Bonded Roof Cover 13-16 1F Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached am Sheet,Bonded Roof Cover 17-20 1G Wood New or Reroof(Tear-0ff) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 21-2S 1N Wood New,Reroof(Tear-Off)or Recover E Non4nsulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 26-32 11 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 28 Steel or Structural concrete New,Reroof(Fear-Off)or Recover C Meds.Attached Insulation,Bonded Roof Cover 373 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 VelodRex,Bonded Roof Cover 46..47 3A Structural concrete New or Reroof(Tear-Off) A-1 9onded insulation,Bonded Roof Covet Q8_58 3B Structural concrete New or Reroof(Tear-off) F Non-Insulated,Bonded Roof Cover 98 4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 59.62 48 Ughtweight 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 woad fiber New or Reroof(Fear-Off) A-1 Bonded Insulation,Bonded Roof Cover 69 SB Cementitious wood fiber Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 70-71 Sc Cementitious wood fiber Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 72 SO Cementitious wood fiber Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 72 SE Cementitious wood fiber Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 72 6A Existing gypsum Reroof(Tear-)ff} A-1 Bonded Insulation,Bonded Roof Cover 73-75 68 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 6D 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-Insutated,Bonded Base Sheet,Bonded Roof Cover 81 The following notes apply to the systems outlined hereim 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 ofsuffitientlength for the following deck engagement: >Wood: Minimum 0.7Sdnch penetration. >Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. >Structural concrete: Minimum 1-inch embedment into pilot hate in accordance with fastener manufacturer's published Installation Instructions. MEMO aIL Certificate C Evaluation Report P9290.02.08-R24 for FL16S4-R26 Certte ofAuthorltation 632455 6'"EDITION(2017)FBC NON-HVH2 EVALUATION Revision 24:10/14/2019 ®2D18 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(9S4)233-1330 Appendix 1,Page 1 of 81 ONEMOletc. 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 maybe substituted for rigid insulation board for System Type D(mechanically attached base sheet,banded 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. S. 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. ➢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.S-inch wide ribbons,12-inch o.c. •Millennium PG-1 Pump Grade Adhesive(M-PGS): 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 or SpotShot).Note:OiyBond 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 2.5-3.54nch wide ribbons,12-inch o.c. ➢Note:When multiple layers(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 maybe substituted with the fallowing 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 particularsystem 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 -1S7.S psf (Min.0.5-inch thick) ➢Millennium PG-1 Pump Grade Adhesive(M-PG3): 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 psf (Min.0.5-inch thick ISO 95+GQ ➢OMG OlyBond 500(08500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3) ➢OMG OlyBond 500(0B500): MDP -487.5 psf (Min.0.5-inch thick ACFoam II) ➢ILP Adhesives&Sealants Polyset CR-20: MDP -117.5 psf (Min.1.0-Inch thick) 8. 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 WDi,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. Forfully 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. 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 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. NEMO ETC,LLC Evaluation Report P9290.02.08-R24 for FL1654-R26 Certificate of Authorization#32455 6m 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 ONEMOjetc. 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 24nches.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 C150),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 sheets plications. PoLYGLAss ROOF REFERENCE LAYER .ABPII['ATION`C,. BP-AA Base PI One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type 11 HotAsphalt at 20-40 (Base and Ply sheets, Ply One or more plies Polyglass Pty IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI lbs/square Asphalt-Applied) Note., Asphalt-applied sheets or Insulation shall not be applied to pally7liElm surfacedmembrones Base Pty One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,ElastoflexS6 HP,Elastoshield HT PG3S0 at 152.0 SBS-CAI Cap Ply Eiastashield HT G,Elastoshield HT G FR,Elastoflex V G.Elastoflex V G FR,Elastoflex 56,Eiastoflex 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 One ply Elastobase(sand/sand),Elastoflex V,Elastoflex 56,Elastoflex S6 HP Polyplus 35 at 15-2.0 SBS-CA2CaP Ply Elastoshield HT G,Elastoshleld HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastaflex 56 HP,Elastoflex S6 G,Elastoflex gal/square 56 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Base Pty or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,ElastoflexSG,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, lbs/square Eiastoflex S6 G FR,Elastoshleld TS G.Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Note: AsphaftapplfedsheetsorInsulation shallnotbeapplied topoty-flim surfaced membranes. Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poty),Elastoflex V.Elastoflex S6,Elastoflex S6 HP,Elastoshield HT SBS-TA Elastoshield HT G,Elastoshield Hi G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastuflex S6 TorctrApplied (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 SRS FR(poly-film backed SBS-SA-H Base Ply Elastobase SA ydhering (followed bto Izas,seu-adl,e & +. xv� ml torch-applledshee[) 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) Nate: Unless otherwise noted,permissible membrane substmtesfor5B5-SAare limited tothe SBS-SA Base Ply options herein, Elastobose(poly/sand)or Efastabase(Poly/poly). PG350 APP-CA1 Cap Ply Polyflex G FR a LS-20 gal/square APP TA Base-Ply or Pty One or more plies Polyglass Base,Polyflex,Polybond Torch-Applied (APP,Torch-Applied) Cap Ply Polyflex,Potyflex G,PolyflexG FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR followed APP-SA-H Base Pty Polyflex SA Base bytordrappl'edsheet) (APP,Sea-Adbuin&Hsbdd Systems) Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polyfresko G SA FR,Polykool APP-SA Note. Unless otherwise noted,permissible membrane substrWesforAPP-SA are limited to the SEIS-SA Base Ply options herein, Self-Adhering (APP,Self-Adhering) Elastabase fpoty/sand)orElastabase(poly/poly). NEMO ETC,LLC Evaluation Report P9290.0208-R24 for FL1654-1126 Certificate of Authorization 1132455 6^'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24.10/14/2019 (02018 NEMO FTC,LLC Potyglass Modified Bitumen Roof Systems;(954)233.1330 Appendix 1,Page 3 of 81 ONEMO etc. TABLE 1G: DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE E:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(NAILS),BONDED ROOF . System- - -.°, .._- BaseSheet .- - - Roof Cover(Nate 15) .-MDP Deck(Note 1) _, ., ' -• Na, - .Type. ... - -..Fasten Altadr .-Base Ply.,, r W-121 Min. 2-inch Elastobase,Elastabase P Simplex MAXX Cap 9-inch o.c at min.2-Inch lap and I[Wnch o.c at BP-AA,SBS-AA,SBS- SBS-SA.APP-S0.SB5- 45.0• two(2),equally spaced,staggered center rows T0.APP-TA A0.SBS-TA,APP-TA APA rated,7/16 CAT, Sastobase,Elastobase P or 32 ga,1-5/84nrh diameter tin caps with 12 ga.annular 64nch o.c at min.34nch lap and 6-inch o.c at BP-AA,SBS-AA,SBS SOS-S0.APP-S0.SBS W-122 0.418 in.,Exposure 1 Elastavent ring shank nails four(4),equally spaced,staggered center rows T0.APP-TA, AA,SBS-TA,APP-TA -45.0 OSB APA rated,7/16 CAT, 32 ga,1-5/&inch diameter tin caps with 12 ga.annular 6-inch o.c at min.3-inch lap and 6-Inch o.c.at W-123 0.418 In.,Exposure 1 Polyglass Base ring shank nails four(4),equally spaced,staggered center rows APP-TA APP-TA -45A OSB Min.15/12-inch 94nch o.c at min.2-inch lap and 12-inch o.c at BP-AA,SBS-AA.SBS SES-SA,APP-SA,SBS- -52.5W-124 plywood tlast° •Elastobase P Simplex MARX Cap two(2),equally spaced,staggered center rows TA,APP-TA AA,SBS-TA,APP-TA W]25 Min.15/32-loch Elastobase,Elastobase P or Original Simplex Cap Nails(1-inch metal head diameter, 64nch ac at min.34dch lap and 64nch o.c.at BP-AA,SBS-AA,SBS SBSSA,APP-S0.SBL 5 52 plywood Elastovent II gougerrmin.1.254nch long annulargrooved shank) four(4),equally spaced,staggered center rows TA,APP-TA A0.SESTA,APP-TA W-126 Min.15/32-inch Polyglass Base Original Simplex Cap Nails(itinch metalhead diameter, 64nch o.c.at min.34nch lap and 64nch o.c at APP-TA APP-TA -525 plywood 11 gaugexmia 1.25-inch long annulargroavedshank) four(4),equally spaced,staggered center rows .APA rated,7/16 CAT, 8-inch o.c at min.3-Inch lap and 8-inch ex.at 0.418 In.,Exposure 1 BP-A0.-TA SBL TA SBLT0.APP- W-127 2" Elastabase(sanded top) Simplex MARX Cap three(3),equally spaced,staggered center TA,APP-TA TA -W.0D OSB or min.15/3 rows APA rated plywood APA rated,7/16 CAT, 8-Inch o.c at min.34nch lap and 84nch o.c at W_ug 0.418 In.,Exposure 1 Elastobase(poly-film top) Simplex MARX Cap three(3),equally spaced,staggered center SBS-TA SESTA,APP-TA -60.0 OSB or min.15/32" rows APA rated plywood APA rated,7/16 CAT, 8-inch o.c at min.34nch lap and 8-Inch o.c at W.129 0.418In,Exposure 1 Polyglass Base Simplex MARX Cap three(3),equally spaced,staggered center APP-TA APP-TA -60.0 OSB or min.15/32" rows APA rated plywood Elastabase,Elastobase P, Elastovent,Polyglass G2 Base,CertainTeed 8-inch o.c at min.4-inch lap and 8-Inch o.c at Min.19/32-Inch 32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular BP-A0.SBS-AA,SBS SBS-SA, 585- W_�p �0 Glasbase,Firestone MB three(3),equally spaced,staggered center plywood Base,1M Pemw-Ply,28, ring shank nails rowsT0.APP-TA AA,SESTA,APP-TA Tamko Glass Base or GAFGLASp75 Min.15/324nch Polyglass G2 Base, 32 ga.,1-S/84nch d'rametertincaps with11 ga annular 84nrh ac at min.4-inch lap and 8-inch o.c at - -BP-AP SBSAA,SBS SBS-SA,APP-S0.SBS -67.5W-131 Elastobase;Elastobase P'or- ring shank nails four(4),equally spaced,staggered center rows TA APP-TA A0.SBS-TA,APP-TA plywood Elastovent W132 Min.15/32-inch PolygiassBase 32ga.,1-5/84nchdiameter tin caps with 11ga.annular 8-incho.catmin.44nchlap and 8incho.cat APP-TA APP-TA -675 plywood ring shank nags four(4),equally spaced,staggered center rows NEMO Etc,LLC Evaluation Report P9290.02.08-R74 for FL7654-1126 Certificate of Authorization 032455 Era EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:10/14/2019 02018 NEMO ETC,LLC -Polyglass Modified Bitumen Roof Systems,(9S4)233-330 Appendix 1,Page 23 of 81 r'