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HomeMy WebLinkAboutProduct Approval (2) x " �. -"..d? __fib. .�L- aCiS F:ome Log in.-. User RegisrraGon ' 'Het Top'cs - Submit Surcharge Stay&Fads Publications Contact Us i SCIS Si e trap.i Links Starch o 1Product.Approval -d nIJ USER:Public User' _ - r' Q; .'/ . F�R >-rrodur:cr<. _ c >__ i=`io-List>ApplicatiomDeiaJ gf�_ .. - DLO' FL# FL1654-R27 11 - ' A Pa PIlction TYPe � r ! I� Code Version 2020 Ap'plication,Status Approved tC -'Comments Archnred Product..Manufacturer POLYGLASS USA Address/Phone/Email. 1111 N!; Newpo�Center Drive Deer iel,d Beach, FL 33442 (9�4)'233 1330` Ext 242 ' malpert@polyalass com COPY : Authorized SignatUre Maury,Alpert J malpert@polyglass.com Technical Representative TECH REP `- Address/Phone/Email 1111 West New.port,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 (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 Validation Checklist-Hardcopy Received Certificate of Independence FL1654 R27 COI 2020 01 COI:NIEMINEN odf Referenced Standard and Year(of Standard) Standard -_Year ASTM D4601- 2012 ASTM D4897 2009 ASTM D6162 2015 ASTM D6163 , 2015 ASTM D61: 4 2011 ASTM D6222 2011 ASTM D6509, 2015 ASThI G155 2013 FM 4470 2016 FM 4474 2011 UL 4897 2012 Equivalence or,Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option,D Date Submi«ed 10/02/2020 Date Validated 10%04/2020 Date Pending FBC Approval 10/12/2020 Date Approved 1_V15/2020 5;U"i in ary of"Products Model,Number or Mame ' I D_escrlptlon 1654 1 Polygla�s Modified Bitumen'Roof 585 and APP modified bitumen roof systems Systems Limits of Use Installation Instr,uctlons^ Approved for use, rI HVHZ No FL1654.R27 II.2020 09 30,FINAL Ai ER PG MODBII FL1654 - r Approved.for use outside HVHZr,yes R27.0d� , Impact ResistariE N/A : Ver'ified'By ,Robert Niefninen PE S9166 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 R2Lpdf ER,'Section 5 for other Limits of Use.3:)Refer to FL16717 Created'by,Independent Third Party: Yes for HVHZ jurisdictions; ' Contact Us::2601 Blair Stone Road,Tallahassee FL-32399 Phone:850-487-1324 - - - The State of Florida is an AA/'c'c0 employer.Co2yrieht 2007-2013 State of lo,id i,•PGvacy Sta emant i:.Acc ssibility ntat=_meat 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 r.'equest,do not send electronic mail to this_entity.Instead conttac tha office"by phone or by traditional mail.If you have any questions,Please contact 856.487 1395.'PursuantAci Section 455.275(i); Florida S ute a Rive 0 ttober 1,2012 license s licensed under Cha pier-�5;F.S.must pro-Vide the Deda_rent with an email a dress if they:have ore.Tne ein(1) provided may b used for o�icial communication,ri�:r.the licers_e.Howei_r email addresses are Public re.ord.If you.dc not wish tc uppty a personal address.please prende the Department with ah-email-address which can be made available to the public.To de._.mine if you are a licel.e_under Chapter 4-53,F.S.,please click here. Product Approval Accepts:' viA g SE 0 ---------_-_-- —_-- Credit Card - Safe— _---- --_--- - ---- -------- --- -------- e NEMO I-etC.' Certificate of{utrorization n32455 353 Christian Street, Unit#13 Oxford,CT,05478 (203) 262-9,245, ENGINEER EVALUATE TEST - CONSULT r r - Polygla'ss1U5A;Inc: Evaluation Report P.9290.02.08=R25 1111 West Newport Center. Driue FL1654-R27 :.Deerfield beach, FL-33442: Date_ of Issu-arice:02/11/z008 „(954)233 1330: : Revision 25:09/30/2020 SCOPE; This-Eva u-ation'Report is issued .under Rule 61G20-3 and the applicable rules 'and regulations governing the use of construction materials in the'Stafe of Florida: md'has been're'viewed by Robert Nlemlr;en;Td P 1. 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:nofed herein. DESCRIPTION: P.olyglass 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 products) change"s,the referenced Quality Assurance or production facility locations) changes, or Code provisions that,relate to the p"roduct(s) change: Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any . changes'to the produ'et(s), the"Quality Assurance or the production facility locati' (s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Pioduct Approval Number (FL#) preceded by the words ,"NEMbletc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it'sh,all be done in. its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided fa 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- - -- ____-___._ �o,�•• - —The Ea<_similz sea4 aocearing-was authorized by Bober:---- Florida Registration No.59166,Florida DCA ANE1983 ,`;,;•_.`' Ni=_mines,P.E cn 09/30/2020. This does not serve a;an electronically sia red 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,N E M 0 ETC,;LLC (ONEMD1 etc. ROOFING SYSTEM5 EVALUATION: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: l?olyglass Modified Bitumen Roof Systems, as produced by Po(yglass USA, lnc.,.have demonstrated with the following sections o� the 7` Edition (2020) Florida Building Code through testing in'eccordahce with the following Standards. Compliance is-subject to the Installation Requirements and Limitations J Conditions of Use setforth herein. r _ - _ -.• ;Section :;- =.;. . . =Pro ert�: :. Standard',: =: `�_,Year•:' 15043.1 Wind resistance FM 4474 2011 1504.3.1,;, . Wind resistance UL 1897 2012 ' - - 1504.6 Accelerated yreathering ASTM:G155, 2013 1504.7 ' Impact resistance FM 4470,Section 4.6_ 2016, 1507.10.2• Mate-ia)standard ASTM D4601 2012.-. 1507.102 Material standard ASTM,D4897 2009 iS07.1i 2 Material standard ASTM 06162 2015 1507.11.2 Material standard ASTM D6163 2015 1507.11.2 Material standard ASTM D6164 2011 1507.11. Material standard ASTM D6222 2011 1507.11`2 Material standard ASTM D6509 MS' Enti Exam' Reference Date= Entl Exam Reference Date ERD(TST6,049) Physicals P10490.10.08.2 10/30/2C08 FM(TST1867) FM 4470 . 3006115 05/02/2001 ERD(TST6049) FM 4470/4474 P13760.09.09 09/10/2C09 FM(TSr1867) FM 4470 301Z321 07/29/2002 ERD(TST6C49) FM 4470/4474 P13770.09.09 09/10/2009 FM(T5T1867) FM 4470 30Z4o92 08/05/2003 ERD(TST6049) FM 4470/4474' P30540.11.09-R1 11/30/2009 FM(TST1867) FM 447G 3014751 08/27/2003 ERD(TST6049) FM 4470/4474- 1`30550.12.09 12/02/20G9 FM(TST1867) I'M 4470 3007170 01/1312004 ERD(TST6049) Physicals P33960.12.10 12/30/2010 FN1(TST1867) FM 44.70 3019317 06/30/2004 ERD(TST6049) 'rM 4470/4474 P33970.03.11 03/15/2011 FM(TST1867) FM 4470 3020703 07/3d/2004 ERD(TST6049) Physicals P37590.03.13-3A 03/66/2013 FM(TST1867) FM 4470/4474 3018332 01/31/2006 ERD(TST6049) FN14470/4474 P39680.03.13 03/04/2013 FM(TST1867) FM 4470/4474 3023368 03/20/2006 ERD(TST6049) Physicals P37590.03.13-1-R1 06/26/2013 FM(TST1867) FM 4470/4474 3024594 05/23/2006 ERD(TST6049) Physicals P37590.03.13-2-R1 07/01/2013 FM(TST1967) FM 4470/4474 3023458 07/13/2006 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-S-91 07/01/2013 FM(TST1867) RNA 4470/4474 3032172 06/12/2009 ERD(TST6049) Physicals P37590.07.13-1 07/02/2013 I'M(TST1867) FM 4470/4474 3049631 04/21/2014 ERD(TST6049) FM 4470/4474 P41630.08.13 08/06/2013 FN1(TST1867) FN14470/4474 3057029 02/02/2017 ERD(TST6049) Physicals P45940.09.13 09/04/2013 NEW(TST6049) Criticality 45-PLYG-13-W1.06.13 06/23/2018 ERD(TST6049) Physicals P44370.10.13 10/04J2013 NEW(TST6049) FM 4474 PLYG-13-Cc3.C3.13 08/21/2018 ERD(TST6049) Physicals P39520.09.14-2 OSJ11/2014 NEN1O(TST6049) Criticality »=-PLYG-I3-COS.10-13 10/03/2018 ERD(TST6049) FM 4470/4474. SCc'160.11.14 11/10/2014 NEMO(TST6049) ASTM D4897 45-?LYG-13-0O2.11.13-z 11/16/2019 ERD(TST6049) Physicals P45440SC.03.15-1 03/31/2015 NEN10(TST6049) ASTM D61E 45-PLYG-19-Coz.il.i8-3 11/28/2018 EN10(TST604S�---tM449�- - _-4'- LYG:e-ea3:1r.3 11 28 2028 - - N _• - / J ERD(TST6049) FM 4474 SC8085.05.15 05/19/2015 NEW(TST6049) FN14474 4L-PLYG-18-009.0-1.19 01/11/2019 ERD(TST6049) Physicals SC5170.12.15 12/29/2015 NEMO(T5T6049) ASTM D6163 45-FLYG-19-002M.19,a 01/24/2019 ERD(TST6049) FM 4470/4474 SC9455.15 04/01/2016 NEMO(T ST6049) ASTM 06162 4S-PLYG-I9-CG2A1.19-3 01/25/2019 ERD(TST6049) FM 4470/44714 PLYG-SC8905.05.16-1 05/17/2016 NEMO(TST6m) F.M 4474 4L-PLYG-13-0O3.04.19 G4/08/2019 ERD(TST5049) FM 4470/4474 PLYG-SCS905.05.16-2 05/17/2016 NEMO(TST6049) AST Ni 06222 45-PL'fGd9-CJ2.45-L: 05/201201s c PLY.'-SC30315.07.15-R1 09 23 2016 NEMO uTEC49 ASTM 06222 4S-FLYC-13-0O2.05.19-0 05/20/2019 ERD(TST604-} FM 4470/4474 / / ( ) ERD(TSTE049) UL1897 PLYG-SC12025.10.16 10/12/2.016 NEN10(T3Tc'049) A5TM D6163 45-?LYC-13-002.0.19 05/20/2019 ERD(TST6049) F144470/4.474 PLYG-SC11475.16 11/Z7/2016 NEMO(TST60491 ASTM 05164 <5-PLYG-19-0O2.0 -19-N OS/31/2019 ERD(TST6049) FM 4470/4474 PLYG-SC13235.01.17 01/17/2017 NEN10(TSTc'049) Criticality =5-PLYG-I8-CC1X6.15.A 07/17/2019 ERD(TST6049) FM 4470/4474 PLYG-SC13920.05.17 05/30/2017 NEMO(TST6049) ASTM D6164 45-PLYG-15-CA2.C9,15-1 09/06/2019 ERD(TST11294) FM 4470/4474 PLY&C-iL13945.05.17-1 05/30/2017 NEW(TSTG049) ASTM D6164 45-PLYG-I8-002.C9.13-1. 09/06/2019 ERD(TST11294) FM 4470/4474 PLYG-CTL13945.05.17.3 05/30/2017 NEW(TST6049) FM 4474 4a-PLYG-2C-LYP/US-GL?. 08/28/2020 ERD(TST6049) FM 4470J4474 PLYG-SC13945.05.17 05/30/2617 PRI(TST5878) Physicals PUSA-062-02.01 12/04/2007 ERD_(TST60c9) F M 4470/4474 PLYG-SC15760.09.17 09/11/2017 PRI(Tsi5878) Physicals PUSA-061-02-02 01/28/2008 F,M(TST18o7) FM 4470 21N7ATANI : 08/04/1994 PRI(TST5878) Physicals PUSA-064-02-02 02/27/2008, FNt(TST1867) FM 4470 003A3.41M 04/04/1997 PRI(TST5878) Physicals PUSA-062-02.02 12/04/200e FM(TST18c7) FM 4470 20CAO.AM 12/23/1999 PRI(TST5878) TAS 114 PUSA-188-02.01 02/08/2017 NEh10 ETC,LLC Evaluation Report P9290.02.08-R25 Certificate ofAutnorization k32455 7'"EDITION(2020)FBC NON-HVHZ EVALUATION FL1654-R27 P61yglass Modified Bitumen Roof Systems Revision 25:09/30/2020 Paee 2 of 5 NEM6 e c: Emit Exam Reference Date En#it Exam Reference 'Date FM(T5T1857) FM 4470 2DSA9.AIv! 06/22/1999 PRI(TST587"a) TAS 114 PUSA 188-02.02. 02/08/2027 FM(T5T1857) FM 4470 3006646 01/04/2o0o PRI(T5T5878) TAS 11.4 PUSA 188-02-03 02/08/2617 FM.(TS18c7) �M 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(5T5878) —A5114 PUSA-202-02-02 05/17/2017 FM(TST1867) FM 4470 3000857 01/12/2000 M-D.(CER1592)- HVHZ Various NOAs Various 3004091 01/12/2000 M-D(CER1592) Prop.for Rev. 10-0823 10/12/2010 FM#IST1867). FM 470 ' UL(Q6A9625) - Quali^/Conilrol service Confirm' 09/13/Z018 This Evaluation Report covers Polyglass Modified Bitumen Roof.Systems installed i:n accords_nce with Polyglass.- USA,Inc.published installation instructions and the Limitations/'Con, itiori`s of Use herein. TABLE 1.ROLL-GOODS FOR MODIFIED BffUMEN ROQF SYSTEMS = Material Standard plant s'_ TYPe Product = 1 ,R@ference Type Grade- Rolyglass:G2 Base -ASTM D4601 II N/A: AC, ASTM D460-1 11' N/A FE Polyflex SA Base,,,., , Base Sheets Elastobase SA , ASTMD4601:. II N/A' RA ElastovenY:. . - ASTM D407 . . I N/A N/A:, I, . PA Polyglass Base; ASTM 66509.. I N/A N/A. FL Polybond ASTM,D6222 APP,Sriiooth-Surface Polyflex ASTM D6222 I I 5 ' ,FL' Membranes Polykool I ASTM D6222 I, I I S I FL 0,6lyborid G ASTM D5222 I L. I -G FL P6lyflex-G I ASTM D6222 I I I G I FL Poly-flex G FR I ASTM Do"222 I G FL Polyfresko G. ASTM 06222 I:_; G NV APP,Granule-Surface Polyfresko.G FR ASTM D6222 I I G NV Membranes Polyflex SA,P, ASTM D6222 I G. FL,TX: P0101 x SA P FR I ASTM D6222 I G -TX . Polyfresko G SA ASTM D6222 { I G I NV Polyfresko G SA FR ASTM'D6222 Elastoshield.HT ASTM D6162 { III S FL Elastobase I ASTM D6163 I I I S FL Elastoflex V. ASTM D6163 I I S FL Elastoflex SA V. ASTM D6163 I I I S I FL, PA,TX Eiastoflex SA V FR ASTM D6163 I 1 I 5 I FL,PA,TX SBS,Smooth-Surface Elastoflex,SA VP I ASTM 06163 I 1 I S aFL,TX Membranes Elastoflex SA V Plus FR ' ASTM D6163 I I. S I FL,TX I Elastobase P I ASTM D6164 I I I S FL,TX Elastoflex SA Base HD ASTM D6164 I S PA,TX Elastoflex S6 I ASTM D6164. I I 5 FL - -- -— - -- - -- - -- ---— ------- ---- --- -- --- - E al stof ex S6 HP I ASTM Do164 1 11 j 5 NV Polyreflect I ASTM D6164 I I S I FL Elastoshield HT G ASTM D6162 I III G I FL Elastoshield HT G FR ASTM D6162 III I G FL Elastoflex V G ASTM D6163 _ I G FL, PA Elastoflex V G FR I ASTM D6163 I G FL, PA SBS,Granule Surface Elastoflex 56 G I ASTM D6164 I I G 1 FL, PA Membranes Elastoflex S6 G FR I ASTM D6164 I I I G I FL Elastoshield TS G ASTM D6164 I l I - G FL,TX`. ,Elastoshield TS G FR I ASTM D6164 I I' G I FL,TX Elastoflex SA P ASTM_D6164, I I G - FL,TX .Elastoflex SA P FR I ASTM D6164 I I G I FL,TX . MEMO ETC,LLC Evaluation Report P9290.02.08-R25 Cer-6jUcate of Authorization#32153 PI EDITION(2020)FSC NON-HVHZ EVALUATION FL1654-R27 Polyglass Modified Bitumen Roof Systems Revision 25:09/30/2026 Paze 3 of 5 O- NEmo ett. 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 pro1ect on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained specifically forthat purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions(i.6,8roward and Miami-Dade Counties): 5.3 This Evaluation Report pertains to above-deck roof components: Roof.decksand structuralmem6ers 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 roofassemblyfireclassification. Refer toFBC'2603forrequirementsandlimitation5concerning the use of foam plasticJnsulation: 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(Iimitations regarding recover in 5.6.1 For meichanically attached components over exisEing roof decks, fa"steners hall be tested in the existing deck.for ' withdrawal resistance • A.'qualifie'd.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 orm_embrane 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 AN51/SPRI IA 1,ASTNI E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly, 5.6.3 For bonded insulation or membrane over existing substrates in a recover installation,the existing roof system shall be capable of resisting pro1ect 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 H. 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=29TRoofing-Application.Standard RAS117_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. NEMO ETC,LLC Evaluation Report P9290.02.08-1125 Certquare fAutnadzaticn#32455 7'"EDITION(2020)FBC NON-HVHZ EVAL UATi6N EL1654-F.27 Polygla'ss Modified Bitumen Roof Systems Revision 25:09/30/2020 Paee 4 of 5 EM{fl etc Folyglass`M6dlfie'd_Bitumen Roof;`Systerrls shall b� installed In accordance with,Polyglass USA,:ln.c. published installatloh instructions,subject to the-Limitations,/Conditions of Use noted herein � y � As required'by the Building Official or Authority Having Jurisdiction to properly-eyalupte the installation of;ths- product Contatt h e Harried Clp entity for manufactunng.faelllties covered'by F.A.C.,Rule 61G20-3 QA,�equirements Refer` to Seetlon 4.hereln,for products and production locations-having met codified and ial standards UL, LLC=QUA9625.(414)248-6409;karen.buchmann@ul,com THE 94 PAGES.THAT FOLL_OIN FORM PART OF THISjEVALUATION REPORT= "NEMO ETC,LLC Evaluation Report.P9290 02,08=R25 Cerd icdte gfAuthcrizot cn#32455 77H EDITION(2020).FBC NON-HVHZ EVALUATION FL1654-R27. Polyglass Modified Bitumen Roof Systems Revision 2S:09/30/2020 Page 5 of.5 I I NEMO etc. System Roof Cover(Note 15) 01 '.D'Ck;(Note1) Primer No Joint Treatment `ease PI Ply a IPI SELF AbHE1lING;BASE PLy?1 APA'rated, I Elastoflex SA V Plus 7/16 CAT, OSR joints are covered with 4-inch wide strips of Elastoflex SA V,rolled into (Optional),SRS SA SRS SRS-SA,.APP-SA, W-2.08 None .or Elastoflex SA V 52.5 0.418 in., place tp create continuous bond, TA,;APP=TA SRS-TA,APP-TA :Exposure 1 OSR. I Plus FR. „Min.15/32- O� ona RS SA,SRS- SaS-SA APP.SA; W-209 SRS SA ( 90.0 inch plywood TA,.' A '' SRS,TA„APP-TA Min.15/32- ( ptional)SRS-SA,SRS- SRS-SA;APP-SA, W-210.: .,. In. PG100 None SRS-SA -97.5 ch plywood TA,'APP:TA SRS-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 (OptwnSl)`SRS-SA;SRS'- SRS SA,APP:SA', W-211 (Optional)PG100 -97.5 inch plywood into place to create continuous bond, = Elastoflex SA VfR 7X APP-TA SRS-TA,.APR-TA Min,35/32- POLYRRITE 745 (Optional)SRS-SA,Sf3S- SRS-SA;APP-SA, W-212 inch plywood or WR3000 None SRS-SA" TA APP-TA SRS-TA,APP-TA 105.0 Elastoflex.SA V Plus Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled (Optional).SRS-SA,.SRS-. SRS-SA,APP-SA, W-213. Inch plywood (Optional)PG100 into pl(Ice to create continuous bond. or Elastoflex SA V . TA,-APP-TA. SRS-TA,APP-TA -135.0 :Plus FR „. • H,Y,9RID'SYSTEMS1AlITHSELF-ADHERING'APh�FiASE.PLY: „ w Min.15/32- W 214 -.inch plywood (Optional)PG100 None j APP=SA=H (Optional)APP-TA APP-TA -90.0 Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled W-21S (Optional)PG100 APP SA-H (Optional)APP-TA APR-TA -135.0 inch plywood Into place to create continuous bond.. W. lHyORID SYSTEMSiWIT,H5EL`F-ADRERINGrSRSBASE PLY .., �!: .'. „• � ':`..ti,.. , �.• .� �.�;'. i .,� �Ai, �.a'+ .� v ;r',I.: inch I ' Min,1r� 32- V11-216 p y None None i SRS-SA-H - (Optional),SRS-TA - SDS-TA -90:0 wood Min.15/32- --' W=23.7 PG100 None SRS SA=H' (Optional)SRS=TA SRS-TA -97.5 inch plywood Min.15/32- Plywood joints are covered with`4=inch wide strips of Elastoflex SA.V Plus,•rdlled W-218 (Optional)PG1(l0' SRS SA-H';, (Optional)iSRS TA SRS-TA -97:5 Inch plywood into place to create continuous bond. Min.15/32- POLYRRITE 745 W 219 inch plywood or WR3000 None ! SRS-SA-H,. (Optional)SRS-TA SRS-TA 105.0 i j DEMO ETC,LLG i Evaluation Report.1`9290.02M8-1125 for FLIG54-IZ7.7 :ertificate of Authorization H32455 ! 7TI'EDITION(2020)'FRCNON-HVHZ EVALUATION Revision 25:09/30/7020 D2018 NEMO'ETC,LLC Polyglass Modified Bitumen-Roof Systems;(954).233=1330 Appendix 1,Page 37 of 94 I