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HomeMy WebLinkAboutProduct Approval i . I �t� i�cyA¢`,kW �'L a ��:� 434�`.-�.�Y �y.� �'�}. ?- ✓�'� ) t6 4 N- :" fr'.:"�a:7`a�,�.�-'�•�..� r•c�- .: 5f:. c �..<,,'a y.',��_.;:,F �E� �.^A��xof ' "I.-�.1�. � BCIS Home Log In I User Registration Hot Topics Submit Surcharge to - ac#s ublic ns `fir! H Us BCIS Site Map j Links Search •.Q Florida 40, Product Approval CE COMPLIANCE • USER:Public User Te LUCIE COUNTY RECEIVED Product Approval Menu>Product or Application Search>Application List>Application Detcc 4� J�'don APR �: 9 2021 FL# FL1654-R27 Application Type Revision P;irmitt' g C-Epartment Code Version 2020 SL. Lucie Count,/ Application Status Approved Comments 1 i Archived FUC COPY Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach,FL 33442 (954) 233-1330 Ext 242 malpert@polyglass.com Authorized Signature Maury Alpert malpert@polyglass.com Technical Representative TECH REP Address/Phone/Email 1111 West Newport Center Drive Deerfield Beach, FL 33442 (866)802-8017 uspolyglasstechnical@polyglass.com Quality Assurance Representative QA REP Address/Phone/Email Sill West Newport Center Drive Deerfield Beach, FL 33442 (888)410-1375 j uspolyglasstechnical@polyglass.com I 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 I Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 11/07/2022 Validated By John W. Knezevich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL1654 R27 COI 2020 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D4601 2012 ASTM D4897 2009 ASTM D6162 2015 ASTM D6163 2015 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2015 i i ASTM G155 2013 FM 4470 2016 FM 4474 2011 UL 1897 2012 i Equivalence of Product Standards Certified By i Sections from the Code 1 I Product Approval Method Method 1 Option D Date Submitted 10/02/2020 Date Validated 10/04/2020 Date Pending FBC Approval 10/12/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 1654.1 Polyglass Modified Bitumen Roof SBS and APP modified bitumen roof systems Systems i Limits of Use Installation Instructions Approved for use in HVHZ: No FL1654 R27 II 2020 09 30 FINAL Al ER PG MODBIT FL1654- Approved for use outside HVHZ:Yes R27.pdf 1 Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party:Yes Other: 1.)The design pressure in this application relates Evaluation Reports to one particular assembly over concrete deck. Refer to the FL1654 R27 AE 2020 09 30 FINAL ER PG MODBIT FL1654- ER Appendix for other systems and deck types. 2.) Refer to R27.pdf ER, Section 5 for other Limits of Use. 3.)Refer to FL16717 Created by Independent Third Party: Yes for HVHZ jurisdictions. I Back Next I 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 senid electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please clicklhere. Product Approval Accepts: I _ Credit Card ------date_ _ - - -� I I I I I I i I I NEMO e Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203)26-9245 ENGINEER EVALUATE TEST CONSULT I I I EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P9290.02.08-1125 1111 West Newport Center Drive FL1654-R27 Deerfield Beach, FL 33442 Date of Issuance:02/11%2008 (954)233-1330 Revision 25:09/30%2020 I 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 711 Edition(2020) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Modified Bitumen Roof Systems j LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "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. I j This Evaluation Report consists of pages 1 through 5, plus a 94-page Appendix. Prepared by: -- Rober-t-J.M—Nieminen-P E __ 1�-n �,0. r —�,-�— • r-- The-faciimile seat-appearing-wasauthorizedby-Robert Florida Registration No.59166,Florida DCA ANE1983 %. ;,,,;,,,,:.> Nieminen,P.E.on 09/30/2020. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have,nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 1 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 processjof the product. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018,NEMO ETC,LLC I � I ONEM01e, tt . ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: Polyglass Modified Bitumen Roof Systems, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 7"' Edition (2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirementsiandl Limitations/Conditions of Use set forth herein. 2. STANDARDS: } Section ::Pro a Standard . Y Year 1504.3.1 Wind resistance FM 4474 2011 1504.3.1 Wind resistance UL 1897 2012 1564.6 Accelerated weathering ASTM G155 2013 1504.7 Impact resistance FM 4470,Section 4.6 2016 1507.10.2 Material standard ASTM D4601 2012 1507.10.2 Material standard ASTM D4897 2009 1507.11.2 Material standard ASTM D6162 2015 1507.11.2 Material standard ASTM D6163 2015 I 1507.11.2 Material standard ASTM D6164 2011 1507.11.2 Material standard ASTM D6222 2011 1507.11.2 Material standard ASTM D6509 2015 l 3. REFERENCES: =Entl -:'.Exam '.~-_ «_Referenite Date EnU Exam '; Reference "`Date ERD(TST6049) Physicals P10490.10.08-2 10/30/2008 FM(TST1867) FM 4470 3006115 05/02/26011 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 P30540.11.09-111 11/30/2009 FM(TST1867) FM 4470 3014751 08/27/2003 ERD(TST6049) FM 4470/4474 P30550.12.09 12/02/2009 FM(TST1867) FM 4470 3007170 01/13/2004 ERD(TST6049) Physicals P33960.12.10 12/30/2010 FM(TST1867) FM 4470 3019317 06/30/2004 ERD(TST6049) FM 4470/4474 P33970.03.11 03/15/2011 FM(TST1867) FM 4470 3020703 07/30/2004 ERD(TST6049) Physicals P37590.03.13-3A 03/06/2013 FM(TST1867) FM 4470/4474 3018332 01/31/2006 ERD(TST6049) FM 4470/4474 P39680.03.13 03/04/2013 FM(TST1867) FM 4470/4474 3023368 03/26/2.006 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(TST1867) FM 4470/4474 3023458 07/18/2006 ERD(TST6049) Physicals P37590.07.13-2 07/01/2013 FM(TST1867) FM 4470/4474 3030668 09/12/2007 ERD(TST6049) Physicals P37590.03.13-5-R1 07/01/2013 FM(T5T1867) FM 4470/4474 3032172 06/12/2009 ERD(TST6049) Physicals P37590.07.13-1 07/02/2013 FM(TST1867) FM 4470/4474 3049631 04/21/2014 ERD(TST6049) FM 4470/4474 P41630.08.13 08/06/2013 FM(TST1867) FM 4470/4474 3057029 02/02/2017 ERD(TST6049) Physicals P45940.09.13 09/04/2013 NEMO(TST6049) Criticality 4S-PLYG-18-001.06.13 06/23/2018 ERD(TST6049) Physicals P44370.10.13 10/04/2013 NEW(TST6049) FM 4474 4L-PLYG-18-003.08.18 08/21/2018 ERD(TST6049) Physicals P39520.09.14-2 09/11/2014 NEMO(TST6049) Criticality 45-PLYG-18-001.10.18 10/03/2018 ERD(TST6049) FM 4470/4474 SC6160.11.14 11/10/2014 NEMO(TST6049) ASTM D4897 45-PLYG-18-002.11.18-2 11/16/2018 ERD(TST6049) Physicals P45440SC.03.15-1 03/31/2015 NEMO(TST6049) ASTM D6164 45-PLYG-18-002.11.19-3 11/28/2018 --ERD-(TST6049)---Phystcals-------SCST70U5-.15 05/0$/20YS— EMO-tT5T6049)—FM-4474 —4L-PLYG-18-003-11:-ie -it-28/2018 ERD(TST6049) FM 4474 SC8085.05.15 05/19/2015 NEMO(TST6049) FM 4474 4L-PLYG-18-003.01.19 01/11/2016 ERD(TST6049) Physicals SC5170.12.15 12/29/2015 NEMO(TST6049) ASTM D6163 45-PLYG-18-002.01.19-.4, 01/24/2019 ERD(TST6049) FM 4470/4474 SC9455.15 04/01/2016 NEMO(TST6049) ASTM 06162 4S-PLYG-18-002.01.19-B 01/25/2019 ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-1 05/17/2016 NEMO(TST6049) FM 4474 4L-PLYG-18-003.04.19-A 04/0S/2019 ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-2 05/17/2016 NEMO(TST6049) ASTM D6222 45-PLYG-18-002.05.19-C 05/20/2019 ERD(TST6049) FM 4470/4474 PLYG-Sc10815.07.16-R1 09/23/2016 NEMO(TST6049) ASTM D6222 4S-PLYG-18-002.05.19-0 05/20/2019 ERD(TST6049) UL 1897 PLYG-SC12025.10.16 10/12/2016 NEMO(TST6049) ASTM D6163 45-PLYG-18-002.05.19-H 05/20/2019 ERD(TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 NEMO(TST6049) ASTM D6164 45-PLYG-18-002.05.19-N 05/31/2019 ERD(TST6049) FM 4470/4474 PLYG-SC13235.01.17 01/17/2017 NEMO(TST6049) Criticality 4s-PLYG-18-001.06.19.A 07/17/2019 ERD(TST6049) FM 4470/4474 PLYG-SC13920.05.17 05/30/2017 NEMO(TST6049) ASTM D6164 4S-PLYG-18-002.09.19-; 09/06/2019 ERD(TST11294) FM 4470/4474 PLYG-CR13945.05.17-1 05/30/2017 NEMO(TST6049) ASTM 06164 4S-P LYG-18-002.09.19-1 09/06/2019 ERD(TST11294) FM 4470/4474 PLYG-CrL13945.05.17-3 05/30/2017 NEMO(TST6049) FM 4474 4a-PLYG-20-LSWUS-01.A 08/29/2020 ERD(TST6049) FM 4470/4474 PLYG-SC13945.05.17 05/30/2017 PRI(TST5878) Physicals PUSA-062-02-01 12/04/2007 ERD(TST6049) FM 4470/4474 PLYG-SC15760.09.17 09/11/2017 PRI(TST5878) Physicals PUSA-061-02-02 01/28/2008 FM(TST1867) FM 4470 2W7A7.AM 08/04/1994 PRI(TST5878) Physicals PUSA-064-02-02 02/27/2008 FM(TST1867) FM 4470 0133A3.AM 04/04/1997 PRI(TST5878) Physicals PUSA-062-02-02 12/04/2008 FM(TST1867) FM 4470 200AO.AM 12/23/1998 PRI(TST5878) TAS 114 PUSA-188-02-01 02/08/2017 NEMO ETC,LLC Evaluation Report P9Z90.02.08-R2I5 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL1654-R27 Polyglass Modified Bitumen Roof Systems Revision 25:09/30/2020 Pace 2 of5 I • I ONEMOjetcl,. Enti Exam Reference Date Enti Exam Reference Date 1 FM(TST1867) FM 4470 2D5A9.AM 06/22/1999 PRI(TST5878) TAS 114 PUSA-188-02-02 02/08/2017 FM(TST1867) FM 4470 3006646 01/04/2000 PRI(TST5878) TA5 114 PUSA-188-02-03 02/0S/2017i FM(TST1867) FM 4470 3001334 01/25/2000 PRI(TST5878) TA5 114 PUSA-202-02-01 05/17/2017j FM(TST1867) FM 4470 3001334 02/15/2000 PRI(TST5878) TA5 114 PUSA-202-02-02 05/17/2017i FM(TST1867) FM 4470 3000857 01/12/2000 M-D(CER1592) HVHZ Various NOAs Various FM(TST1867) FM 4470 3004091 01/12/2000 M-D(CER1592) Prop.for Rev. 10-0823 10/12/2010, UL(QUA9625) Quality Control Service Confirm 09/11/2,018 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. I yTABLE 1=ROLL-GOODS FOR MODIFIED BfRIMENROOF SYSTEMS Materla(Standard Plant s Type Prodct -Reference Typ G_ rade u e Polyglass G2 Base ASTM D4601 II N/A ALI Polyflex SA Base ASTM D4601 II N/A FLI Base Sheets Elastobase SA ASTM D4601 II N/A PA Elastovent ASTM D4897 N/A N/A PA! Polyglass Base ASTM D6509 N/A N/A FL11j Polybond ASTM D6222 I S FLI I APP,Smooth Surface Polyflex ASTM D6222 I S FLI 1 Membranes Polykool ASTM D6222 1 S FL{ I Polybond G ASTM D6222 I G FLI I Polyflex G ASTM D6222 I G FLI Polyflex G FR ASTM D6222 I G FL{ I APP,Granule-Surface Polyfresko G ASTM D6222 I G NVI I Membranes Polyfresko G FR ASTM D6222 I G NVj { Polyflex SA P ASTM D6222 I G FL,TX Polyflex SA P FR ASTM D6222 I G TXI [ Polyfresko G SA ASTM D6222 I G NVI Polyfresko G SA FR ASTM D6222 I G NVI { Elastoshield HT ASTM D6162 III S FLI Elastobase ASTM D6163 I S FLI 1 Elastoflex V ASTM D6163 I S FLI Elastoflex SA V ASTM D6163 I S FL, PA;TX j Elastoflex SA V FR ASTM D6163 I S FL, PA1 TX SBS,Smooth-Surface Elastoflex SA V Plus ASTM D6163 1 S FL,TX Membranes Elastoflex SA V Plus FR ASTM D6163 I S FL,TX j Elastobase P ASTM D6164 I S FL,TX I Elastoflex SA Base HD ASTM D6164 1 S PA,TX Elastoflex S6 ASTM D6164 I S FLI E a_s HoT ex S6 HP — ASTM D6164 II S NVI Polyreflect ASTM D6164 I S FLI I Elastoshield HT G ASTM D6162 III G FLI I Elastoshield HT G FR ASTM D6162 III G FLI Elastoflex V G ASTM D6163 I G FL,P;A Elastoflex V G FR ASTM D6163 I G FL,RA SBS,Granule Surface Elastoflex S6 G ASTM D6164 I G FL,PA Membranes Elastoflex S6 G FR ASTM D6164 I G FLj Elastoshield TS G ASTM D6164 I G FL,TX Elastoshield TS G FR ASTM D6164 I G FL,TX Elastoflex SA P ASTM D6164 I G FL,tX Elastoflex SA P FR ASTM D6164 I G FL,TX NEMO ETC,LLC Evaluation Report P9290.02.08-R2S Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL1654-R27 Polyglass Modified Bitumen Roof Systems Revision 25:09/30/2020 Pape 3 of 51 fo.NEM011t�'. 5. LIMITATIONS: 5.1 This is a Building Code Evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions(i.e.,Broward and Miami-Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. i 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 This Evaluation Report does not include evaluation of roof edge termination. Refer to FBC 1504.5 for requirements and limitations regarding edge securement for low-slope roofs. 5.6 Refer to FBC 1511 for requirements and limitations regarding recover installations. 5.6.1 For mechanically attached components over existing roof decks, fasteners shall be tested in the existing d1eck'"for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. j 5.6.2 For bonded insulation or membrane over existing substrates in a re-roof(tear off)or recover installation,the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA- 1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.6.3 For bonded insulation or membrane over existing substrates in a recover installation,the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.7 Refer to Appendix 1 for system attachment requirements for wind load resistance. 5.7.1 "MDP"= Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loalds, 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. j 5.7.2 For mechanically attached components or partially-bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16. Elevated pressure zones shall employ an attachment density designed by a qualified deslign professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss ---- ---Prevention-Data-Sheet-l--29TRoofing_Application-Standard_RAS.117-and_RoofingApplication-Standard-RAS_.13.7— 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. 1 5.7.3 For assemblies with all components fully bonded in place,the maximum design pressure for the selected assemIbly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 1 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-R25 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL1654-R27 Polyglass Modified Bitumen Roof Systems Revision 25:09/30/2020 Paee 4 of 5 NEMO J etc 6. INSTALLATION: 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. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. I Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements.] Refer to Section 4 herein for products and production locations having met codified material standards. l QUALITY9. UL, LLC—QUA9625:(414)248-6409;karen.buchmann@ul.com -THE 94-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- i I I i i I i NEMO ETC,LLC Evaluation Report P9290.02.08-R25 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL1654-R21 i Polyglass Modified Bitumen Roof Systems Revision 25:09/30/202I0 Pag 5 of i5 ONEMO etc. TABLE 11: DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYP E R NON-INSULATED,BONDED ROOF COVER System> e, Deck•(Note i) Prim er N1DP(psf) ' -No. J6int7featment Base,PlyY, aw ,y, Yy,t ct t ,.r., P .! „ ., ,. .,r .: .. :. ... .. :.. t , t. '.:. ..,..r, t ,. ».c: �. ,. . ... .. .. .,± a ri t °-t,.�. sV'. „rr• # & _1�'il : , }. „.. .. ,..A ,I ..n.... ,„ti 1 x... },'4.§>ti 5. ^.n. i � 'w\- ,l. .,:.r: _.f �'...? ., .L. '�,. ...�� � «k e• ,,.t. .xY 1' 2 ,Se"1� .. ,::.. ..:r. ,,, -, .;.. •F ,.:: .r C ),.a:. : , .,. ... . l., , _.. .k. .. ,}� :. a .,.E .,.TF ^.^. 5h+ F. 1..a>Jl ,5;., SELF ADHEaIN�BASI:,P[v.:^ '1 t ,.. t +o- , f t � !g 1., �n y ..,.4-.� . F. ,, m?r. ,_..,e t� `•, 0.7.a un. ,t. ,�.T nuw,,.a31. 4:. ,�,I�1.,t,+•ath,,Y,a,1c. ,lrttl.i4 3,iY):,A i� .�...0 .s\`rx.. 7/16 CAT, OSB jo nts are covered with 4-inch wide strips of Elastoflex SA V,rolled into or Elastoflex SA V (Optional)SBS-SA,SBS- S85-SA,APP-SA, 52 5 0.418 in., place t create continuous bond. TA,APP-TA SBS-TA,APP-TA Exposure 1 OSB Plus FR Min.15/32- A SBS-SA APP SA,_ Y209 S 90.0 TAinch plywood P SBS TT W-210 Min.15/32- PG100 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA, 97 5 inch plywood TA,APP-TA SBS-TA,APP-TA W-211 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled Elastoflex SA V or (Optional)SOS-SA,SBS- SB5-SA,APP-SA, 97 5 inch plywood into place to create continuous bond. Elastoflex SA V FR TA,APP-TA SBS-TA,APP-TA W 212 Min.15/32- POLYBRITE 745 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA, -105.0 inch plywood or WB3000 I TA,APP-TA SBS-TA,APP-TA Min.15/32- Plywo d joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled Elastoflex SA V Plus (Optional)SBS-SA,585- SBS-SA,APP-SA, W-213 (Optional)PG100 or Elastoflex SA V -135.0 inch plywood into pl�ce to create continuous bond. Plus FR TA,APP-TA SBS-TA,APP-TA :f1YBRID�$_YSTEMSLWITH�$ElF'ADHERING'APP?BASE PLY: <,; r r •• f.t t "aF�r ay..4'�r SI'' � a�' � i � 7 ., ...t.'� rat r„tom,,t.#::',.,x r�,i',, t r '�l..i ,.x.i..t..r t 4 �d-sl-a..xlt. l.a. ,',=r' Min.15/32- W-214 inch plywood (Optional)PG100 None APP-SA-H (Optional)APP-TA APP-TA -90.0 W-215 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled APP-SA-H (Optional)APP-TA APP-TA -135.0 inch plywood into pl ce to create continuous bond. ti F r ...• v .,...,r r „,. ,4n r,t fi a- Y i •.. r.. a.. K:.,..,i.) f...A�. in a � �,"., t i rj.„Y r :o-tk� wr ,aF1',ult1 "t \s!w.r.. , (:,;:'�t F G,,t.: rr t:9., 'HYBRID,SYSTENPSVVRH:SELF'ADHkrRING1585.8ASE x AI Min.15/32- W-216 inch plywood None None SBS-SA-H (Optional)SBS-TA SBS-TA -90.0 Min.15/32- W-217 inch plywood PG100 None SBS-SA-H (Optional)SBS-TA SBS-TA -97.5 Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled W 218 inch plywood (Optional)PG100 into place to create continuous bond. 50S-SA-H (Optional)SBS-TA SBS-TA 97.5 Min.15/32- POLYBRITE 745 W 219 None SBS-SA-H (Optional)SBS-TA SOS-TA 305.0 inch plywood or WB3000 i I i I "--7EIVIO-ETC;CCC - - -------- -- - ---- —---Evaluation Report P9290.02.08-R25 for FL3654-R27 _- :ertificate of Authorization N32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION Revision 25:09/30/2020 D2018 NEMO ETC,LLC Poli glass Modified-Bitumen Roof Systems;(954)-2334330 -- - - - ----Appendix 1-Page-37-of 94