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HomeMy WebLinkAboutEvaluation ReportRECEIVED -File corV FEB 0 7 2022 1' _'�� EV6 NEMO etc. St. Lucie County Certificate of Authorization #32455 Permitting CODE COMPLIANCE 353 Christian Street, Unit #13 ST, Lr NTY Oxford, CT06478 4.2. (203) 262-9245 ENGINEER EVALUATE TEST CONSULT 1N RFPOF Polyglass USA, Inc. Evaluation Report P9290.02.08-R26 1111 West Newport Center Drive fl k5-4fR2`R -0 Deerfield Beach, FL 33442 Date of Issuance: 02/11/2008 (954) 233-1330 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 use 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). 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 "NEIVIOIetc. 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. �'��� a;^ ; $ �' ;' The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida DCA ANE1983 .Ssro�a��::•.. ;'��.,,,,,;," Nieminen, P.E. on This does not serve as an t. electronically signedd 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 MEMO 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 73h Edition (2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the- Installation Requirements and s, Limitations / Conditions of Use set forth herein. Section Property 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 D6222 2011 1507.11.2 Material standard ASTM D6509 2015 Entit`y Reference Date_ Entityw_ Reference Date. _ ERD (TST11294) _Exam FM 4470/4474 _ PLYG-CrL13945.05.17-1—�5/30/2017 _ FM (TST1867) _Exam_ _ FM 4470 _ 3020703 �7/30/20044 ERD (TST11294) FM 4470/4474 PLYG-CTL13945.05.17-3 5/30/2017 FM (TST1867) FM 4470/4474 3018332 1/31/2006 ERD (TST6049) FM 4470/4474 P13760.09.09 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) D6163 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-R1 2/5/2013 FM (TST1867) FM 4470 3001334 1/25/2000 ERD (TST6049) D6222 P37590.03.13-5-RI 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 1/13/2004 ERD (TST6049) D6164 P37590.03.13-3A 3/6/2013 NEMO (TST6049) Criticality" 4S-PLYG-1B-001.06.18 6/23/2018 ERD (TST6049) D6164 / G155 P37590.07.13-1 7/2/2013 NEMO (TST6049) FM 4474 4L-PLYG-I8-003.08.18 8/21/2018 ERD (TST6049) FM 4470/4474 P41630.08.13 8/6/2013 NEMO (TST6049) Criticality 4S-PLYG-18-001.10.18 10/3/2018 ERD (TST6049) D4601 P45940.09.13 9/4/2013 NEMO (TST6049) D4897 4S-PLYG-18-002.11.18-2 11/16/2018 ERD (TST6049) D4601 P44370.10.13 10/4/2013 NEMO (TST6049) FM 4474 4L-PLYG-18.003.11.IB 11/28/2018 ERD (TST6049) D6163 (Table 2) P33960.05.14 5/8/2014 NEMO (TST6049) D6164 4S-PLYG-18-002.11.1B-3 11/28/2018 ERD (TST6049) D6164 / G155 P35660.10.14 10/3/2014 NEMO (TST6049) FM 4474 4L-PLYG-18-003.01.19 1/11/2019 ERD (TST6049) FM 4470/4474 SC6160.11.14 11/10/2014 NEMO (TST6049) D6163 4S-PLYG-18-002.01.19-A 1/24/2019 ERD (TST6049) D6163 / G155 P45440SC.03.15.1 3/31/2015 NEMO (TST6049) D6162 / G155 4S-PLYG-18-002.01.19-B 1/25/2019 ERD (TST6049) D6163 / G155 P45440SC.03.15-2-R1 3/31/2015 NEMO (TST6049) Criticality 21-PLYG-I9-SSCRT-01.A 2/6/2019 ERD (TST6049) D6162 SC5170.05.15 5/8/2015 NEMO (TST6049) FM 4474 4L-PLYG-18-003.04.19-A 4/8/2019 ERD (TST6049) FM 4474 SC8085.05.15 5/19/2015 NEMO (TST6049) D6163 4S-PLYG-18-002.05.19-H 5/20/2019 ERD (TST6049) D6162 SC5170.12.15 12/29/2015 NEMO (TST6049) D6222 / G155 4S-PLYG-18-002.05.19-C 5/20/2019 ERD (TST6049) FM 4470/4474 SC9455.15 4/1/2016 NEMO (TST6049) D6222 / G155 4S-PLYG-18-002.05.19-D 5/20/2019 ERD (TST6049) FM 4470/4474 PLYG-SC8905.05.16-1 5/17/2016 NEMO (TST6049) D6164 4S-PLYG-18-002.05.19-N 5/31/2019 ERD (TST6049) FM 4470/4474 PLYG-SC8905.05.16-2 5/17/2016 NEMO (TST6049) Criticality 4S-PLYG-18-001.05.19.A 7/17/2019 ERD (TST6049) FM 4470/4474 PLYG-SC30815.07.16-R3 9/23/2016 NEMO (TST6049) D6164 4S-PLYG-1B-002.08.19-1 9/6/2019 ERD (TST6049) UL 1897 PLYG-SC32025.10.16 10/12/2016 NEMO (TST6049) D6164 / G155 4S-PLYG-18-002.09.19-J 9/6/2019 ERD (TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 NEMO (TST6049) FM 4474 4a-ICP-I9-LSWUS-01.A 11/8/2019 ERD (TST6049) FM 4470/4474 PLYG-SC13235.01.17 1/17/2017 NEMO (TST6049) D4601 4q-PLYG-I9-SSMBB-02.A 12/13/2019 ERD (TST6049) FM 4470/4474 PLYG-SC13920.05.17 5/30/2017 NEMO (TST6049) D6164 4q-PLYG-I9-5SMB8-04.A 1/2/2020 ERD (TST6049) FM 4470/4474 PLYG-SC13945.05.17 5/30/2017 NEMO (TST6049) D6164 / G155 4q-PLYG-I9-SSMBB-04.B 1/2/2020 ERD (TST6049) FM 4470/4474 PLYG-SC1S760.09.17 9/11/2017 NEMO (TST6049) D6222 / G155 4q-PLYG-I9-SSMBB-05.A 7/23/2020 FM (TST1867) FM 4470 MA7.AM 8/4/1994 NEMO (TST6049) FM 4474 4a-PLYG-20-LSWUS-01.A 8/28/2020 FM (TST1867) FM 4470 OWA3.AM 4/4/1997 NEMO (TST6049) FM 4474 4a-PLYG-20-L5WUS-02.A 10/5/2020 FM (TST1867) FM 4470 2DOAO.AM 12/23/1998 NEMO (TST6049) D6164 4q-PLYG-20-SSMBB-04.A 10/21/2020 NEW ETC, LLC Evaluation Report P9290.02.08-1126 Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION F1.1654-1128 Polyglass Modified Bitumen Roof Systems Revision 26: 06/09/2021 Page 2 of 5 References Date_____Enti N6/22/1999 ^^ FM (TST1867) `Exam__ FM 4470 _ _ 2D5A9.AM _ NEMO (TST6049) FM (TST1867) FM 4470 3006646 1/4/2000 NEMO (TST6049) FM (TST1867) FM 4470 3000857 1/12/2000 PRI(TST5878) FM (TST1867) FM 4470 3004091 1/12/2000 PRI(TST5878) FM (TST1867) FM 4470 3001334 2/15/2000 PRI(TSTS878) FM (TST1867) FM 4470 300611S 5/2/2001 PRI(TST5878) FM (TST1867) FM 4470 3012321 7/29/2002 PRI(TST5878) FM (TST1867) FM 4470 3014692 8/5/2003 M-D(CER1592) FM (TST1867) FM 4470 3019317 6/30/2004 UL (QUA9625) UL (QUA9625) O.NEMOjetc Exam_ Reference Date_—_� FM 4474 4a-PLYG-2I-LSWUS-01.A �6/7/2021 Criticality 41-PLYG-2I-LSWUS-02.A 6/7/2021 TAS 114 PUSA-188-02-01 2/8/2017 TAS 114 PUSA-188-02-02 2/8/2017 TAS 114 PUSA-188-02-03 2/8/2017 TAS 114 PUSA-202-02-01 5/17/2017 TAS 114 PUSA-202-02-02 5/17/2017 Prop. for Rev. 10-0823 10/12/2010 Quality Control Service Confirm 9/13/2018 Quality Control 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 1: EVALUATED MEMBRANES Type Product Material Standard Plant(s) Reference Type Grade Polyglass G2 Base ASTM D4601 II N/A AL Polyflex SA Base ASTM D4601 II N/A FL Base Sheets Elastobase SA ASTM D4601 II 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 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 APP, Granule- Surface Membranes 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 HT) 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 Elastoflex SA V Plus ASTM D6163 I S FL, TX SSmooth-Elastoflex Surface Membranes SA V Plus FR ASTM D6163 I S FL, TX ace 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 P9290.02.08-1126 Certificate of AuthorizationN31455 7-EDITION (2020) FBC NON-HVHZ EVALUATION F1.1654-1128 Polyglass Modified Bitumen Roof Systems Revision 26: 06/09/2021 Page 3 of 5 ONEMOletc. TABLE 1(CONTINUED): EVALUATED MEMBRANES Type Product Material Standard Plant(s) Reference Type Grade 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 SBS, Granule Elastoflex S6 G ASTM D6164 I G FL, PA Surface Membranes 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 P9290.02.08-1126 Certificate of Authorization#32455 7-EDITION (2020) FBC NON-HVHZ EVALUATION F1.1654-1128 Polyglass Modified Bitumen Roof Systems Revision 26: 06/09/2021 Page 4 of 5 O.NEMOJetc 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. 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. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. Contact the named CIA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 CIA 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-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - NEMO ETC, LLC Evaluation Report P9290.02.08-R26 Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION F1.16541128 Polyglass Modified Bitumen Roof Systems Revision 26: 06/09/2021 Page 5 of 5 NEMO eti APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE DESCRIPTIONTABLE DECK APPLICATION TYPE 1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 6 1B 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 1H 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 -Off) 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 4B 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 5B Cementitious wood fiber Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 83-84 5C 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 SE 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 Anchor Sheet, Bonded Insulation, Bonded Roof Cover 91 6C Existing gypsum Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 91 6D 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 92-98 76 Various Recover F Non -Insulated, Bonded Roof Cover 98 NEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL3654-1128 Certificate of Authorization #32455 7- 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 1 of 98 ONEMOletc. TABLE 1i: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: .:... ROOF .System Deck (Note 1) - Primer Roof Cover (Note 15) Joint Treatment Base Ply Ply Cap Plyf MDP (psf) -'No. W=216}�j;' Min.15/32- . None None < SBS SA-H- . , ; (Optional) SBS-TA &W� 90.0 inch plywood i W 217 Min. 15/32- PG100 None SBS-SA H (Optional) SBS-TA SBS-TA -97.5 inch plywood W-218 Min. 15/32- (Optional) PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled SBS-SA-H (Optional) SBS TA SBS-TA -97.5 inch plywood into place to create continuous bond. W-219 Min. 15/32- POLYBRITE 745 None SBS SA H (Optional) SBS-TA SBS-TA -105.0 inch plywood or WB3000 NEMO ETC, LLC Certificate of Authorization #32455 ©2018 NEMO ETC, LLC 7- 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 37 of 98