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HomeMy WebLinkAboutProduct Approvale 3:w i�.r°�"'��&��tr� ��° P,�: a x , �•,�+� � � I-�',����,� a � "�]�te'���- ��tczx� �" , BCIS Home Log In i User Registration Hot Topics ` i Submit Surcharge i Stats & Facts Publications ; Contact Us BCIS Site Map i Links I Search i'ifJPIJ3 Product Approval ';. USER: Public User r. Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL1654-R28 Revision 2020 Approved POLYGLASS USA ills W. Newport Center Drive Deer -field Beach, FL 33442 (954) 233-1330 Ext242 malpert@polyglass.com Maury Alpert malpert@polyglass.com TECH REP 1111 West Newport Center Drive Deerfield Beach, FL 33442 (866) 802-8017 uspolyglasstechnical@polyglass.com QA REP 1111 West Newport Center Drive Deerfield Beach, FL 33442 (888) 410-1375 uspolyglasstechnical@polyglass.com Roofing Modified Bitumen Roof System 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 RMMau"d Aof Standard) CODE COMPLIANCE ST. LUCIE COUNTY SOCC FL1654 R28 COI 2021 01 COI NIEMINEN.pd Standard J Year ASTM D4601 2012 ASTM D4897 2009 ASTM D6162 2015 ASTM D6163 2015 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2015 File Copy Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised SummaEy of Products ASTM G155 2013 FM 4470 2016 FM 4474 2011 UL1897 2012 Method 1 Option D 06/09/2021 06/14/2021 06/18/2021 08/10/2021 02/11/2022 FL V Model, Number or Name Description 1654.1 Polyglass Modified Bitumen Roof SBS and APP modified bitumen roof systems Systems for use in FBC non-HVHZ jurisdictions. Limits of Use Installation Instructions Approved for use in HVHZ: No FL1654 R28 II 2021 06 09 FINAL Al ER PG MODBIT FL1654- R28.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.S 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 R28 AE 2021 06 09 FINAL ER PG MODBIT FL1654- R28.Ddf ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Use. 3.) Refer to FL16717 Created by Independent Third Party: Yes for HVHZ jurisdictions. bi:`s,:i_ lti::`Y.t Contact Us :: 2601 Slalr Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. 4QgyLleht 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 a -mall 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 mall. 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 emalis 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 Carr! Safe NEMO I etc. Certtficate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT Polyglass USA, Inc. 1111 West Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1330 Evaluation Report P9290.02.08-R26 FL1654-R28 Date of Issuance: 02/11/2008 Revision 26: 06/09/2021 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 7th Edition (2020) Florida Building Code sections noted herein. DESCRIPTION. PolyglasS Modified Bitumen: Roof Systems for ase' in:FBC.non-HVHZ jurisdictions 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). MEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMOIetc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or Its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5, plus a 98-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. or The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida DCA ANE1983 :�ir, „;�.`'� Nieminen, P.E. on 06/09/2021. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity Involved in the approval process of the product. S. 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 OMEMO I etc. ROOFING SYSTEMS EVALUATION: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: Polyglass Modified Bitumen Roof Systems, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 71h Edition (2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/ Conditions of Use set forth herein. o••r Section Pro a Standard Year 1504.3.1 Wind resistance FM 4474 2011 1504.3.1 Wind resistance UL 1897 2012 1504.6 Accelerated weathering ASTM G155 2013 1504.7 Impact resistance FM 4470, Section 4.6 2016 1507.10.2 Material standard ASTM D4601 2012 1507.10.2 Material standard ASTM D4897 2009 1507.11.2 Material standard ASTM D6162 2015 1507.11.2 Material standard ASTM D6163 2015 1507.11.2 Material standard ASTM D6164 2011 1507.11.2 Material standard ASTM 1)6222 2011 1507,11.2 Material standard ASTM D6509 2015 Enti Exam Reference Date Entity Exam Reference Date ERD (TST11294) FM 4470/4474 PLYG-CrL13945.05.17-1 5/30/2017 FM (TST1867) FM 4470 3020703 7/30/20M ERD (TST11294) FM 4470/4474 PLYG.CTL33945.05.17-3 5/30/2017 FM (TST1867) FM 4470/4474 301833Z 1/31/2006 ERD (TST6049) FM 4470/4474 P33760.09.09 9/10/2009 FM (TST1867) FM 4470/4474 3023368 3/20/2006 ERD(TST6049) FM 4470/4474 P13770.09.09 9/10/2009 FM (TST1867) FM 4470/4474 3024594 5/23/2006 ERD (TST6049) FM 4470/4474 P30540.11.09-R1 11/30/2009 FM (TST1867) FM 4470/4474 3023458 7/18/2006 ERD (TST6049) FM 4470/4474 P30550.12.09 12/2/2009 FM (TST1867) FM 4470/4474 3030668 9/12/2007 ERD (TST6049) FM 4470/4474 P33970.03.11 3/15/2011 FM (TST1867) FM 4470/4474 3032172 6/12/2009 ERD (TST6049) 06163 P33960.03.11 3/15/2011 FM (TST1867) FM 4470/4474 3049631 4/21/2014 ERD (TST6049) D6509 P37590.03.13.1-R1 2/5/2013 FM (TST1867) FM 4470/4474 3057029 2/2/2017 ERD (TST6049) D6163 P37590.03.13.2-Ri 2/5/2013 FM (TST1867) FM 4470 3001334 1/25/2000 ERD (TST6049) 06222 P37590.03,13.5-R1 2/6/2013 FM (TST1867) FM 4470 3014751 8/27/2003 ERD (TST6049) FM 4470/4474 P39680.03.13 3/4/2013 FM (TST1867) FM 4470 3007170 1/13/2DO4 ERD (TST6049) D6164 P37590.03.13-3A 3/6/2013 MEMO (TST6049) Criticality 45-PLYG-18-001.06.18 6/23/2018 ERD (TST6049) D6164 / G155 P37590.07.23.1 7/2/2013 MEMO (TST6049) FM 4474 4L•PLYG-18.003.08.18 8/21/2018 ERD (TST6049) FM 4470/4474 P41630.03.23 8/6/2013 MEMO (TST6049) criticality 4s-PLYG-18-001.10.28 10/3/2018 ERD (TST6049) D4601 P45940.09.23 9/4/2013 MEMO (TST6049) D4897 45-PLYG-18.002.11.18-2 11/16/2018 ERD (TST6049) D4601 P44370.10.13 10/4/2013 MEMO (TST6049) FM 4474 4L-PLYG-18.003.21.18 12/28/2018 ERD (TST6049) D6163 (Table 2) P33960.05.24 5/8/2014 MEMO (TST6049) D6164 4S-PLYG-1"02.11.18-3 11/28/2018 ERD (TST6049) D6164 / G155 P35660.10.14 10/3/2014 MEMO (TST6049) FM 4474 4L-PLYG-1M3.01,19 1/11/2019 ERD (TST6049) FM 4470/4474 SC6160.11.14 11/10/2014 MEMO (TST6049) D6163 4S-PLYG-18-002.01.19-A 1/24/2019 ERD (TST6049) D6163 / G155 P45440SC.03.15-1 3/31/2015 MEMO (TST6049) D6162 / G155 4S-PLYG-18-002.01.19-B 1/25/2019 ERD (TST6049) D6163 / GI55 MWOSc.03.15.2-R1 3/31/2015 MEMO (TST6049) Criticality 21-PLYG-I9-SSCRT-01.A 2/6/2019 ERD (TST6049) D6162 SC5170.05.15 5/8/2015 MEMO (TST6049) FM 4474 4-PLYG-18-003.04,19-A 4/8/2019 ERD (TST6049) FM 4474 SC8085.05.1s 5/19/2035 MEMO (TST6049) D6163 45-PLYG-18-002.0S.19-H 5/20/2019 ERD (TST6049) D6162 SC5170.12.15 12/29/2D15 MEMO (TST6049) D6222 / G155 4S-PLYG-18-002.05.19-C 5/20/2019 ERD (TST6049) FM 4470/4474 SC945S.15 4/1/2016 MEMO (TST6049) D6222 / G155 4S-PLYG-18-0D2.0S.19-D 5/20/2019 ERD (TST6049) FM 4470/4474 PLYG-SC8905.05.16-2 5/17/2016 MEMO (TST6049) D6164 4S-PLYG-18-0D2.05.19-N 5/31/2019 ERD (T5T6049) FM 4470/4474 PLYG-SC8905.0516.2 5/17/2016 MEMO (TST6049) Criticality 4S-PLYG-18-001.06.19.A 7/17/2019 ERD (TST6049) FM 4470/4474 PLYG-5C30815.07.16-R1 9/23/2016 MEMO (TST6049) D6164 0-PLYG-18-002.08.19-1 9/6/2019 ERD (TST6049) UL 1897 PLYG-SC12025.10.16 10/12/2016 MEMO (TST6049) D6164 / G155 4S-PLYG-28.002.09.19-1 9/6/2019 ERD (TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 MEMO (TST6049) FM 4474 4a-I0-I9-LSWUS-OLA 11/8/2019 ERD (TST6049) FM 4470/4474 PLYG-SC33235.01.17 1/17/2017 MEMO (TST6049) D4601 4q-PLYG-1MSM6B-02.A 12/13/2019 ERD (TST6049) FM 4470/4474 PLYG-SC13920.0117 5/30/2017 MEMO (TST6049) D6164 4q-PLYG-I9-SSMBB-04A 1/2/2020 ERD (TST6049) FM 4470/4474 PLYG-SC13945.05.17 5/30/2017 MEMO (TST6049) D6164 / G155 4q-PLY6-19.55MBB-04.8 1/2/2020 ERD (T5T6049) FM 4470/4474 PLYG.Sc35760.09.17 9/11/2017 MEMO (TST6049) D6222 / G155 4q-PLYG-19-SSM6B-O5.A 7/23/2020 FM (TST1867) FM 4470 2W7A7AM 8/4/1994 MEMO (TST6049) FM 4474 4a-PLYG-20-tSWUS-01A 8/28/2020 FM (TST1867) FM 4470 003A3.AM 4/4/1997 MEMO (TST6049) FM 4474 49-PLYG-20-t5WU5.02.A 10/5/2020 FM (TST1867) FM 4470 2DOAO.AM 12/23/1998 MEMO (TST6049) D6164 4q-PLYG-2D-SSM83.04.A 10/21/2020 MEMO ETC, LLC Evaluation Report P9290.02.08•1126 Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL1654-R28 Polyglass Modified Bitumen Roof Systems Revision 26, 06/09/2021 Page 2 of 5 Entity Exam Reference Date End( Exam FM (TST1867) FM 4470 2DSA9.AM 6/22/1999 NEMO (TST6049) FM 4474 FM (TST1867) FM 4470 30066" 1/4/2000 NEMO (TST6049) Criticality FM (TST1867) FM 4470 3000957 1/12/200D PRI(TSTS878) TAS 114 FM (TST1867) FM 4470 3004091 2/12/2000 PRI (TST5878) TAS 114 FM (TST1867) FM 4470 3001334 2/15/2000 PRI (TST5878) TAS 114 FM (TST1867) FM 4470 3006115 5/2/2001 PRI(TST5878) TAS 114 FM (TST1867) FM 4470 3012321 7/29/2002 PRI (TST5878) TAS 114 FM (TST1867) FM 4470 3014692 8/5/2003 M-D (CER1592) Prop. for Rev. FM (TST1867) FM 4470 3019317 6/30/2004 UL (QUA9625) Quality Control UL (QUA9625) Quality Control ONEMOjetc. Reference Date 4a-PLYG-2I-LSWUS-01.A 6/7/2021 41-PLYG-2I-LSWUS-02.A 6/7/2021 PUSA-188-02-01 2/8/2017 PUSA-183-02.02 2/8/2017 PUSA-198-02-03 2/8/2017 PUSA-202-02-01 5/17/2017 PUSA-202-02-02 5/17/2017 1MB23 10/12/2010 Service Confirm 9/13/2018 Florida BCIS Current This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA, Inc. published installation instructions and the Limitations / Conditions of Use herein. TABLE 11 EVALUATED:MEMBRANES Type Product Material Standard Plant(s) Reference Type Grade Base Sheets Polyglass G2 Base ASTM D4601 II N/A AL Polyflex SA Base ASTM D4601 II N/A FL Elastobase SA ASTM D4601 11 N/A PA Elastovent ASTM D4897 N/A N/A PA Polybase V (formerly Polyglass Base') ASTM D6509 N/A N/A FL APP, Smooth- Polybond ASTM D6222 I S FL Surface Membranes Polyflex ASTM D6222 I S FL APP, Granule- Surface Membranes Polybond G ASTM D6222 I G FL Polyflex G ASTM D6222 I G FL Polyflex G FR ASTM D6222 I G FL Polyfresko G ASTM D6222 I G NV Polyfresko G FR ASTM D6222 I G NV Polyflex SA P ASTM D6222 I G FL, TX Polyflex SA P FR ASTM D6222 I G TX Polyfresko G SA ASTM D6222 I G NV Polyfresko G SA FR ASTM D6222 I G NV Elastoshield VP HT (formerly "Elastoshield 14r) ASTM D6162 III S FL, PA Elastobase V (formerly "Elastobase') ASTM D6163 I S FL Elastoflex V ASTM D6163 I S FL Elastoflex SA V ASTM D6163 I S FL, PA, TX Elastoflex SA V FR ASTM D6163 I S FL, PA, TX SSmooth- ace Membranes Surface Elastoflex SA V Plus ASTM D6163 I S FL, TX Elastoflex SA V Plus FR ASTM D6163 I S FL, TX Elastobase P ASTM D6164 I S FL, TX Elastoflex SA Base HD ASTM D6164 I S PA, TX Elastoflex S6 ASTM D6164 I S FL Elastoshield TS ASTM D6164 I S PA Elastoflex S6 HP ASTM D6164 II S NV Polyreflect ASTM D6164 I S FL NEMO ETC, LLC Evaluation Report P9290.02.08-R26 Certificate ofAutharizotion N32455 7-EDITION (2020) FBC NON-HVHZ EVALUATION FL1654-R28 Polyglass Modified Bitumen Roof Systems Revision 26; 06/99/2021 Page 3 of 5 NNEMO I etc. TABLE'1:(GONTINUED): EVALWAUIYMEMBRANES Type Product Material Standard Plant(s) Reference Type Grade SBS, Granule Surface Membranes Elastoshield HT G ASTM D6162 III G FL Elastoshield HT G FR ASTM D6162 III G FL Elastoflex V G ASTM D6163 I G FL, PA Elastoflex V G FR ASTM D6163 I G FL, PA Elastoflex S6 G ASTM D6164 I G FL, PA Elastoflex S6 G FR ASTM D6164 I G FL Elastoshield TS G ASTM D6164 I G FL, TX Elastoshield TS G FR ASTM D6164 I G FL, TX Elastoflex SA P ASTM D6164 I G FL, TX Elastoflex SA P FR ASTM D6164 I G FL, TX 5.1 This is a Building Code Evaluation. Neither NEW ETC, LLC nor Robert Nieminen,.P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami -Dade Counties). 5.3 This Evaluation Report pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and 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 deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.6.2 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be Installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI 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 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. NEMO ETC, LLC Evaluation Report P9290.02.08-R26 Certi/lcate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL1654-1128 Polpglass Modified Bitumen Roof Systems Revision 26: 06/09/2021 Page 4 of 5 ONEMOletc. 5.7.2 For mechanically attached components or partially -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16. Elevated pressure zones shall employ an attachment density designed. by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for Zone 2/3 enhancements. 5.7.3 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.8 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components listed in Appendix 1 that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. Polygiass 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 REQUIREM�NTS' As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS'' Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61620-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. UL, LLC—QUA9625: (414) 248-6409, karen.buchmann@ul.com -THE 98-PA6ES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - MEMO ETC, LLC Evaluation Report P9290.02.08-R26 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL1654-R28 Polyglass Modified Bitumen Roof Systems Revision 26: 06/09/2021 Page S of 5 ONEMOIetc. TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1A Wood New or Reroof (Tear-Ofo A-1 Bonded Insulation, Bonded Roof Cover 6 is Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6-12 1c Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 13-14 1D Wood New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 15 1E Wood New, Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 16-19 1F Wood New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 19-23 1G Wood New or Reroof (Tear -Off) E-2 Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 23-28 1ti Wood New, Reroof (Tear -Off) or Recover E-2 Non -insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 29-36 11 Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 36-37 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 38-43 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 44-50 2C Steel or Structural concrete New, Reroof (Tear -Of) or Recover D-2 insulated, Mech. Attached Base Sheet, Bonded Roof Cover 50-52 2D Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Velociflex, Bonded Roof Cover 53-54 3A Structural concrete New or Reroof (Tear -Off) A 1 Bonded Insulation, Bonded Roof Cover 55-69 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 69 4A Lightweight concrete New or Reroof (Tear -Off) A 1 Bonded Insulation, Bonded Roof Cover 70-74 48 Lightweight concrete New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 74-76 4c Lightweight concrete New or Reroof (Tear -Off) E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 77-81 5A Cementitious wood fiber New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 82-83 58 Cementitious wood fiber Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 83-84 Sc Cementitious wood fiber Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 85 5o Cementitious wood fiber Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 85 5E Cementitious wood fiber Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 85 6A Existing gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 86-90 6B Existing gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor5heet, Bonded Insulation, Bonded Roof Cover 91 6c Existing gypsum Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 91 61) Existing gypsum Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 91 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 92-99 7B Various Recover F Non -Insulated, Bonded Hoof Cover 98 MEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL1654-RZS Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/2021 ©2018 NEMO ETC, LLC Polygiass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 1 of 99 ON EMO I etc. The following notes apply to the systems outlined herein: 1 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction ofthe Authority Having Jurisdiction. 2 Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: Minimum 1-inch plywood penetration or wood plank embedment. ➢ Steel Deck: Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. ;- Structural Concrete: Minimum 1-inch embedment into pilot hole in accordance with published installation instructions. 3 Unless otherwise noted, insulation may be any one layer or combination of FBC Approved (Local or Statewide) board(s) that meet FBC 1505 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4 Minimum 200 psi, minimum 2-inch thick FBC Approved lightweight insulating concrete may be substituted for rigid insulation board for System Types B-1, C-1, C-2, D-1 or D-Z, whereby fasteners are installed through the lightweight insulating concrete to engage the structural deck. The structural deck shall be of equal or greater type, thickness and strength to the steel and structural concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. This is a wind uplift resistance allowance and does not purport to address non -Wind -uplift -related issues, such as deck venting or moisture levels within the LWIC and the potential effect on overlying components. 5 Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (February 2020). 6 Unless otherwise noted, insulation adhesive application rates areas 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 NO Full coverage at 25-30 ibs/square. DuPont INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons,12-Inch o.c. i� H.B. Fuller Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 22-inch o,c. H.B. Fuller Millennium PGA Pump Grade Adhesive (M-PGI): Continuous 0.2-5 to 0.5-inch wide ribbons,12-inch o.c. Y OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. Note: OlyBond Classic maybe used where 01y8ond 500 is referenced. Y 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. Y 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 shalt he not less than one-half the specified ribboas spacing. 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 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. Y M-OSFA: MDP = -157.5 psf (Min.0.5-inch thick) Y M-PG1: MDP = -157.5 psf (Min. 0.5-inch thick) Y OB500: MDP = -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) ➢ OB500: MDP = -187.5 psf (Min.0.5-inch thick ISO 95+GL) ➢ OB500: MDP = -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OB500: MDP = 487.5 psf (Min.0.5-inch thick ACFoam 11) ➢ Polyset CR-20: MDP = -117.5 psf (Min.1.0-inch thick) 8 For adhered roof insulation and board -sae: Unless otherwise noted, refer to Section 2.2.10.6.2 of FM Loss Prevention Data Sheet 1-29 (February 2020). For mechanically attached components or partially -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are MEMO ETC, MC Certificate of Authorization #32455 02018 MEMO ETC, LLC 7- EDITION (2020) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-1126 for FL1654-R28 Revision 26: 06/09/2021 Appendix 1, Page 2 of 98 NNEMOletc. 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's carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for Zone 2/3 enhancements. 10 For assemblies with all components fully bonded, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 11 For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with AN51/SPRI FX-1 or Testing Application Standard TAS 105. 12 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be Installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance shall be conducted on mock-ups of the proposed new roof assembly. For bonded Insulation or membrane over existing substrates in a recover Installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing. Field uplift testing shall be in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TA5124. 13 Refer to FBC 1511 for requirements and limitations regarding recover installations. For Structural Concrete Deck or Recover Applications using System Type C-1, C-2, D-1 or D-2, the insulation is optional. Alternatively, an FBC Approved insulation board or coverboard maybe used as a separation layer. Board products shall be preliminarily attached prior to roof cover installation (Note 5 herein). The separator component shall be documented as meeting FBC 1505 and, for foam plastic, FBC Chapter 26, when installed with the roof cover in Recover applications. 14 Lightweight insulating concrete (LWIC} shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. For "pre-existent" LWIC references, listings were established through testing over lightweight concrete cast using only foaming agent (ASTM C896), water and Portland cement (ASTM C350), with no proprietary additives, in accordance with procedures adopted by Miami -Dade BCCO (FBC CER1592). Use of these listings in new construction or re -roof (tear -off) applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15 For bonded membrane applications, unless otherwise noted, refer to the followine. MEMBRANE /ADHESIVE C0110B114ATIONS REFERENCE LAYER MATERIAL APPLICATION BP -AA Base Ply One or more plies Polyglass G2 Base FBC Approved ASTM D4601, Type If (Base and Ply sheets, Hot Asphalt at 2040 Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI Asphalt -Applied) Note: Asphok-applied sheets or insulation shall not be applied to poly -film surfacedmembranes. Ibs/square Base Ply One ply Elastobase V (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield VP HT SBS-CA3 PG350 at 1.5-2.0 Cap Ply Elastoshield HT G, Elastoshield HT G FR, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS G, Elastoshield TS G Fit, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) gal/square Base Ply One ply Elastobase V (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP SBS-CA2 Cap Ply Elastoshield HT G, Elastoshield HT G FR, Elastoflex V G, Elastoflex V G FR, Elastoflex 56, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex Polyplus 35 at 1.5-2.0 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 V (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, SBS Elastoflex S6 HP, Elastoshield VP HT 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, (SBS, Asphalt Applied} Hot Asphalt at 20-40 Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (sand -backed), PolyfreskoIbs/square G SBS FR (sand -backed) Note: Asphalt -applied sheets or insulation shall not be applied to poly -film surfaced membranes. Base Ply or Ply One or more plies Elastobase V (sand/poly), Elastobase V (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield VP SBS-TA HT, Elastoshield TS 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) Torch -Applied Cap Ply G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed) MEMO ETC, LLC Certificate of Authorization #32455 9)2018 MEMO ETC, LLC 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-R26 for FL1654-R28 Revision 26: 06/09/2021 Appendix 1, Page 3 of 98 16 ONEMOjetc. MEMBRANE / ADHESIVE COMBINATIONS REFERENCE LAYER MATERIAL APPLICATION Self -adhering (followed SBS-SA-H Base Ply Elastobase SA torch -applied by torcch-applied sheet) pl (saS, Self -Adhering, rid Systems) 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 Note: Unless otherwise noted, permissible membrane substrates for SBS SA are limited to the SOS -SA Base Ply options herein, (SBS, Self -Adhering) Hastobase V or Elastobase P with a poly -film top surface. PG350 at 1.5-2.0 APP_CA1 Cap Ply Polyflex G FR gal/square APP-TA Base Ply or Ply One or more plies Polybase V, Polyflex, Polybond Torch -Applied (APP, Torch -Applied) Cap Ply Polyflex, Poi lex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR (followed APP-SA-H Base Ply Polyflex SA Base by torch -applied sheet) byto torch-aeringpplied (APP, Self -Adhering. Hybrids stems) Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polyfresko G SA FR APP-SA Note: Unless otherwise noted, permissible membrane substrates for APP SA are limited to the SBS-SA Base Ply options herein, Self -Adhering (APP, Self -Adhering) Elastobase V or Elastobase P with a poly -film top surface. ....,.....,! ,...nr.nte a eCk fnlinWe4 hu hnndari incidatinn rarry the follnwine MDP limitations. The lesser of the MDP listings below vs. those in Table 3A applies. VAPOk BARRIER OPT)ONS•, SfliggURAL:CONCRETE DEcx, FOLLOWED BY.ADHEsIVE-APPLIED INSULATION PfR TABLE 3A: OPTION B PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP (PSF) TYPE (NOTE 151 APPLICATION C413-1. PG100 Elastoflex SA V Plus Self -Adhering D-IS or CR-20,124nch o.c. -60.0 C-VB-2. PG100 Polybase V Torch -applied D-IS or CR-20,12-inch o.c. -75.0 C-VB-3. PG100 Elastoflex SA P Self -Adhering DAS,12-inch o.c. -75.0 C-VB-4. PG100 Polyflex or Polybond Torch -applied M-0SFA, M-126-1, OB500 or CR-20,12-inch o.c. -121.7 C411-5. PG100 Elastoflex SA P Self -Adhering M-OSFA,12-inch o.c. -157.5 C-VB-6. PG100 Polyflex or Polybond Torch -applied M-0SFA, M-PG-1, 08500 or CR-20, 6-inch o.c. -185.0 C413-7. PG100 Elastoflex SA P Self -Adhering ; CR-20,12-inch o.c. -270.0 C-VB-8. PG100 Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V Plus, Elastoflex SA V Plus FR Self -Adhering M-0SFA, M-PG-1, OB500 or CR-20,12-inch o.c. 1 -240.0 C-VB-9. PG300 SBS-TA (with sanded -top -surface) Torch -applied M-0SFA, M-PG-1, OB50D or CR-20,12-inch o.c. -240.0 MEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL2654-R28 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVH2 EVALUATION Revision 26: 06/09/2021 ©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Appendix 1, Page 4 of 98 17 The following surfacing maybe applied to the Cap Ply without adverse effect on the system wind load performance. for application limitations and a Roofing Materials Directory for fire ratings associated with coating usage. SURFACING OPTION4011 P.OLYGIAss MODIFIED BaWEN Rootsy5ums OPTION # SURFACING FLORIDA PRODUCT APPROVAL SURF-1. PG 300 FL10291 SURF-2. PG 6D0 FL10291 SURF-3. PG 650 FL10291 SURF-4. PG 700 FL10291 SURF-S. PG 700 QS FL10291 SURF-6. PG 800 FL10291 SURF-7. Polypius 60 FL10291 SURF-8. Polyplus 65 FL10291 SURF-9. PolyBrite 60-FC NOA 20-0611.01 SURF-10. PolyBrite 70 FL10291 SURF-11. PolyBrite 70 QS FL10291 SURF-12. PolyBrite 75 FL10291 SURF-13. PolyBrite 71 HS FL10291 SURF-14. PolyBrite 90 FL10291 SURF-15. PolyBrite 90.1 NOA 19-0610.02 SURF 16. PolyBrite 95 FL10291 SURF-17. PolyBrite 95.1 NOA 19-0610.02 SURF-18. KM Acryl 15 FL27409 SURF-19. KM Acryl 15 QS FL27409 SURF-20. KM Acryl 25 FL27409 SURF 21. KM Acryl 25 Q5 FL27409 SURF-22. KM Acryl 40 HS FL27409 SURF-23. KM Acryl 85 FL27409 SURF-24. KM PS#250 FL27409 SURF-25. KM PS#220 FL27409 SURF-26. Turbo -Set FL10291 IRNEMOjetc. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings 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 Certificate of Authorization #32455 02018 NEMO ETC, LLC 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (9S4) 233-1330 Evaluation Report P9290.02.08-R26 for FL16S4-R28 Revision 26: 06/09/2021 Appendix 1, Page 5 of 98 M EMO I etC. TABLE IH: WOOD .REROOF(TEAR-OFF) OR RECOVER System , , SYSTEM TYPE E-2: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (scREws & PLATEs), BONDED ROOF COVER Roof Cover (Note 15) MDP; - :.. ;' Base Sheet , - - - No .: DEck (Note 1) ,., -•. ,. ; type j' , - , ....' Fasten (Note 11) - ° . ' •' _ - ,. Attach-.`. ..,.,- . •'BasePiy. ::,,• —tap ' '(Psi. APA rated,19/32 Trufast Versa Fasteners (min. W penetration) & CAT, 0.578 in., Elastobase V (poly -film Plates; I screws per plate in center hole' 9-inch o.c. at min.4-Inch lap and 9-inch o.c. Exposure or min.19/32"APAPA top) Note: Versa -Fast Plates shall be primed with at four (4), equally spaced center rows SBS-SA-H SBS-TA -127.5 W-207 rated plywood PG100 or ASTM D41 primer. Note.' 'For're-roof or recover constPudloq Feld wdhdiowal resists ice testir g (Note I3) shall yield minimum 141 Ibf 'Adddionrii Versa Fast Fosteners.within,each Versa Post Plate ,'- 'utilizeEtoproducemlriimumwithdlowalreststnnce system_. I - I Roof Cover (Note IS) _ - Deck(Note 1) :Pnmer -.• MDP(psf) - ,Joint Treatment Base Ply .PIv= Cao:Ply - SEtF-AWIFRINGBASEPLY:. • ,' - - - _ APA rated, Elastoflex SA V Plus W-208 7/16 CAT, None OSB joints are covered with 4-Inch wide strips of Elastoflex SA V, rolled Into or Elastoflex SA V (Optional) SBS-SA, SBS- SBS-SA, APP-SA, .52.5 0.418 in., place to create continuous bond, Plus FR TA, APP-TA SBS-TA, APP-TA Exposure 1 OSB n Min. 25/ - ,._-r----- _No �--- pb-- PYS _AVp W:209� d—` 585-SA -TA P-TA ` SBS-TA,APP-TA J-inch --- W-210 Min.15/32- PG100 None SBS-SA (Optional) SBS-SA, SBS- SBS-SA, APP-SA, g7 5 inch plywood TA, APP-TA SBS-TA, APP-TA W-211 Min.15/32- (Optional) PG1D0 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled Elastoflex SA V or (Optional) SBS-SA, SBS- SBS-SA, APP-SA, g7 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 TA, APP-TA SOS -TA, APP-TA Min.15/32- Plywood ]oints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled Elastoflex SA V Plusas (Optional) SBS-SA, SBS- S85-SA, APP-SA, W-213 inch plywood (Optional) PG100 into place to create continuous bond. or El as toflex SA V TA, APP-TA SBS-TA, APP-TA -135.0 Plus FR HYBRIDSYStEMSWfrHSELF-ADHERINGAPP BASE PLY: 7, - -- 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 place to create continuous bond. mysr U SYSTEMS WITHSELF-ADHERING.SBS BASE PLY:'. ;.-':, •p; ". " .'-_ ,,, ?. '. ': - _ .. - - . MEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL1654-1128 Certificate of Authorization #32455 7*R EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26:06/09/2021 02018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 36 of 98