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Home My WebLink AboutEVALUATION REPORTNEMO I etc. SCANNED Certificate of Authorization #32455 BY 353 Christian Street, Unit #13 St. Lucie County Oxford, CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT Winild RFPnp Polyglass USA, Inc. Evaluation Report P9290.02.08-R26 1111 West Newport Center Drive f ZW 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 71h 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 "NEMO Ietc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5, plus a 98-page Appendix. Prepared by: ash"„'"..r:•.,, Robert J.M. Nieminen P.E. , * • ^> ?-^' '„ea.;,; �,;. -, The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida DCA ANE1983 i�,;;� 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 ONEMoletc. ROOFING SYSTEMS EVALUATION: Product Category: 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. 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 1507.30.2 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 ERD (TST11294) FM 4470/4474 PLYG-M13945.05.17-1 5/30/2017 FM (TST3867) FM 4470 30207M 7/30/2004 ERD (TS111294) FM 4470/4474 PLYG{ 23945.05.17-3 5/30/2017 FM (iST1867) FM 4470/4474 3028332 1/31/2006 ERD (TST6049) FM 4470/4474 P13760.09.09 9/10/2009 FM (TST1867) FM 4470/4474 30233M 3/20/2006 ERD (TST6049) FM 4470/4474 1`13770.M.09 9/10/2009 FM (TS1`3867) FM 4470/4474 3024594 5/23/2006 ERD (TST6049) FM 4470/4474 1`30540.11.03R3 11/30/2009 FM (TST3867) FM 4470/4474 3023458 7/18/2006 ERD (TST6049) FM 4470/4474 P30550.32.09 12/2/2009 FM (TST1867) FM 4470/4474 30306M 9/12/2007 ERD (TST6049) FM 4470/4474 P33970.03.11 3/15/2011 FM W1867) FM 447D/4474 30323n 6/12/2009 ERD (TST6049) D6163 P33960.03.11 3/15/2011 FM (TST1867) FM 4470/4474 304963I 4/21/2014 ERD (TST6049) D6509 P37590.01. 1-111 2/5/2013 FM (TST3867) FM 4470/4474 3057029 2/2/2017 ERD (TST6049) D6163 1`37590.03.13-2-113 2/5/2013 FM(TST1867) FM 4470 3001334 1/25/2000 ERD (TST6049) D6222 1`37590.03.133R1 2/6/2013 FM W1867) FM 4470 3DI4751 8/27/2003 ERD (TST6049) FM 4470/4474 P39WO.03.13 3/4/2013 FM CM1867) FM 4470 3007170 1/13/2004 ERD(TST6049) D6164 P37590.03.13-M 3/6/2013 NEMO (TST6049) Criticality 45-PLYG.18-001.06.18 6/23/2018 ERD (TST6049) D6164/G355 1`37590.07.1&1 7/2/2013 NEMO(TST6049) FM 4474 41.-PLYG-18-003.08.18 8/21/2018 ERD (TST6049) FM 4470/4474 P41630.08.13 8/6/2013 NEMO (TST6049) Criticality 49-PLYG.18-001.10.18 10/3/2018 ERD (TST6049) D4601 P45WO.09.13 9/4/2013 NEMO (TST6049) D4897 4SPLYG.18-002.11.18-2 11/I612018 ERD (TSTB049) D4601 P44370.10.13 10/4/2013 NEMO (TST6049) FM 4474 4L-PLYG-184103.11.18 11/28/2018 ERD (M6049) D5163 (Table 2) P33960.05.14 5/8/2014 NEMO (TST6049) D6164 4SPLYG-18402.11.18-3 11/28/2018 ERD (TST6049) D6164/G155 P3566a.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 M6049) D6163 45-PLYG-18n02.01.19-A 1/24/2019 ERD (TST6049) D6163/G155 P454405CO3.15-1 3/31/2015 NEMO (TST6049) D6162/G155 45-PLYG-IB-00201.19-13 1/25/2019 ERD (TST6049) D6163/G155 P4WMC03.15-2-111 3/31/2015 NEMO(TST6049) Criticality 21-PLYX349-55CUMA 2/6/2019 ERD (TST6049) D6162 SC5170.05.15 5/8/2015 NEMO (TST6049) FM 4474 4L-PLYG.18O03.04.19-A 4/8/2019 ERD (TST6049) FM 4474 sman.05.15 5/19/2015 NEMO (TST6049) D6163 4SPLYG-IM2.05.19-11 5/20/2019 ERD (TST6049) D6162 SC5170.1115 12/29/2015 NEMO OV6049) D6222/G155 4SPLYG-18.002.05.19{ 5/20/2019 ERD (TST6049) FM 4470/4474 SC9455AS 4/1/2016 NEMO (TST6049) D6222/G355 45-PLYG-18-001USAM 5/20/2019 ERD (TST6049) FM 4470/4474 PLYG-SC8905.05.1&1 5/17/2016 NEMO (TST6049) D6164 4SPLYG-18-0 2.0519-14 5/31/2019 ERD (TST6049) FM 4470/4474 PLYG-5C8905.0s1&2 5/17/2016 NEMO(W6049) Criticality 45PLYG-18 1.06.19A 7/17/2019 ERD (TST6049) FM 4470/4474 PLYG-500815.07.16 111 9/23/2016 NEMO (TST6049) D6164 4SPLYG.18-002.08.194 9/6/2019 ERD (TST6049) UL1897 PLYG-SC12025.10.16 10/12/2016 NEMO OW60491 D6164/G155 4SPLYGI84p2.09.19.1 9/6/2019 ERD (TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 NEW (TST6D49) FM 4474 4e-ICP-19-L5WU5-0I.A 11/8/2019 ERD (TST6049) FM 4470/4474 PLYG-SC33235.01.17 1/17/2017 NEMO (TST6049) D4601 4q-PLYG.19 MMBB02A 12/13/2019 ERD (TST6049) FM 4470/4474 PLYG-5C13920.05.17 5/30/2017 NEMO (TST6D49) D6164 4q-PLYG-19-55MBB44A 1/2/2020 ERD (TST6049) FM 4470/4474 PLYG-5C13945.05.17 5/30/2017 NEMO (TST6049) D6164/GI55 4q-PLYG-19-S5MBB94.B 1/2/2020 ERD (TST6049) FM 4470/4474 PLYG-SC35760.09.17 9/11/2017 NEMO (TST6049) D6222/G155 4q-PLYG.1"5MBB-05A 7/23/2020 FM(TST1867) FM 4470 2WIA7.AM 8/4/1994 NEMO (TST6049) FM 4474 4a-PLYG-20lS1dVUs-OlA 8/28/2020 FM(TST1867) FM 4470 0031GAM 4/4/1997 NEM 0 (TST6049) FM 4474 4a-PLYG-20-L5WU5-02A 30/5/2020 FM(TST1867) FM 4470 2DOMAM 12/23/1998 NEM 0 (TST6049) D6164 4q-PLYG-2MSM8B4t.A 10/21/2020 NEMO ETC, LLC Evaluation Report P9290.02.08-R26 Certificate Of Autharization#32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL1654-R28 Polyglass Modified Bitumen Roof Systems Revision 26: 06/09/2021 Page 2 of 5 NNEMOletc. Enti __ExamReference Date _Enti Exam_ Reference_ Date_ FM (TST1867) FM4470 2D5n9AM 6/22/1999 NEW (TST6049) �FM 4474 �4a-PLYG-21-L5W1J5-01.A �6/7/2021 FM (TST1867) FM 4470 3006646 1/4/2000 NEMO (TST6049) Criticality 41-PLYG-21-L US-02A 6/7/2021 FM (T5T1867) FM 4470 3000857 1/12/2000 PRI (TST5878) TA5114 PUSA-188-02-01 2/8/2017 FM (TST1867) FM 4470 3004091 1/12/2000 PRI(TST5878) TAS114 PUS4-188-02-02 2/8/2017 FM (TST1867) FM 4470 30013M Z/15/2000 PRI(TST5878) TAS114 PUS-188-02-03 2/8/2017 FM (TST3867) FM 4470 3006115 5/2/2001 PRI (TST5878) TAS114 PUSA-20242-01 5/17/2017 FM (TST1867) FM 4470 3012321 7/29/2002 PRI (TST5878) TAS114 PUSH-202-0242 5/17/2017 FM (TST1867) FM 4470 3014692 8/5/2003 M-D (CER3592) Prop. for Rev. 104823 10/12/2010 FM (TST1867) FM 4470 3019317 6/30/2004 UL(QUA9625) Quality Contra) service Conflmi 9/13/2018 UL (QUA9625) 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- Polyfresko G FR ASTM D6222 I G NV Surface Membranes 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 1 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 SBS, Smooth- Elastoflex SA V Plus FR ASTM D6163 I S FL, TX Surface Membranes 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-RZ6 Certificate DfAuthorizatlon#32455 7-EDITION (2020) FBC NON-HVHZ EVALUATION FL1654-R28 Polyglass Modified Bitumen Roof Systems Revision 26: O6/09/2021 Page 3 of 5 NeMo l etc. 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 1 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 Certificate of Authorization N32455 7- EDITION (20Z0)FBC NON-HVHZ EVALUATION FL1654-1128 Polyglass Modified Bitumen Roof Systems Revision 26: 06/09/2021 Page 4 of S , NeMo I etc. 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 WD3, 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 611320-3. 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. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. Contact the named CA 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. 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 Authorkation#32455 7TM EDITION (2020)FBC NON-HVHZ EVALUATION F1.1654-1128 Polyglass Modified Bitumen Roof Systems Revision 26: 06/09/2021 Page 5 of 5 ONEMOIetc. TABLE. DECK - APPLICATION TYPE DESCRIPTION (,', PAGE 1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 6 1s Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6-12 Sc Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor5heet, Bonded Insulation, Bonded Roof Cover 13-14 ID 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 SF 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 20 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 -Oft) 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 6s 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 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 92-98 78 Various Recover F Non -Insulated, Bonded Roof Cover 98 NEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL3654-R28 Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVH2 EVALUATION Revision 26: 06/09/2021 02018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233.1330 Appendix 1, Page 1 of 98 OINEMOjetc. 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 of the Authority Having Jurisdiction. 2 Fasteners shall be of sufficient length for the following engagements: D 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-2, 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 are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturers published instructions. ➢ Hot asphalt (HA): Full coverage at 25-30 lbs/square. D DuPont INSTA STIK Quik Set Insulation Adhesive (DAS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. ➢ H.B. Fuller Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-Inch o.c. ➢ H.B. Fuller Millennium PG-1 Pump Grade Adhesive (M-PGI): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ➢ OMG OlyBond 500(OB500): Continuous 0.75 to 1-Inch wide ribbons, 12-inch o.c. Note: OlyBond Classic maybe used where Olyllond500 is referenced. ➢ OlyBond Classic (08 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. ➢ Note: When multiple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board joints shall be staggered. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7 Unless otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations maybe substituted with the 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. ➢ M-OSFA: MDP = -157.5 psf (Min. 0.5-inch thick) ➢ M-PG3: MDP = -157.5 psf (Min. 0.5-inch thick) D 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) D OB500: MDP = -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OB500: MDP = -487.5 psf (Min. 0.5-Inch thick ACFoam II) ➢ Polyset CR-20: MDP= -117.5 psf (Min. 1.0-inch thick) 8 For adhered roof insulation and board -size: Unless otherwise noted, refer to Section 2.2.10.6.2 of FM Loss Prevention Data Sheet 1-29 (February 2020). 9 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 qualifieddesign professional to resist the elevated pressure criteria. Commonly used methods are I NEMO ETC, LLC Evaluation Report,P9290.02.08-R26 for FL3654-R28 Certificate of Authorization N32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/2021 @2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 2 of 98 ONEMOletc. AN51/SPRI WDS, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RA5137. 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. 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 ANSI/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 compatibilitywith 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 TAS 124. 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 may be used as a separation layer. Board products shall be preliminarily attached priorto 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 CER3592). 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 following. MEMBRANE ADHESIVE COMBINAIIONS REFERENCE - LAYER MATERIAL. _ it APPLICATION BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II (Base and Ply sheets, Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI Hot Asphalt at 20-40 Asphalt -Applied) Note: Asphalt -applied sheets or insulation shall not be applied to poly -film surfaced membranes. Ibs/square Base Ply One ply Elastobase V (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshleld VP HT SBS-CA3 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 PG350 at 1.5-2.0 gal/square S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G 5BS (sand -backed), Polyfresko G SBS FR (sand -backed) 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 S6, Elastoflex S6 oflex HP, Elastoflex S6 G, Elast Polyplus 35 at 1.5-2.0 56 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 56, Elastoflex S6 HP, Elastoshield VP HT SBS-AA Hot Asphalt at 20-40 (SBS, Asphalt -Applied) Cap Ply Elastoshield HT G, Elastoshield HT G FR, Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex 56 HP, Elastoflex 56 G, Ibs/square Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sandbacked) 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 56, Elastoflex S6 HP, Elastoshield VP SBS-TA HT, Elastoshleld TS (SBS, Torch -Applied) Elastoshield HT G, Elastoshleld HT G Fit, Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex 56, Elastoflex 56 HP, Elastoflex S6 Torch -Applied Cap Ply G, Elastoflex 56 G FR, Elastoshleld TS G, Elastoshield TS G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed) NEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL1654-R28 Certificate of Authorization N32455 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 3 of 98 I NeMo j etc. MEMBRANE .ADHESIVE COMBINATIONS REFERENCE LAYER MATERIAL APPLICATION SBS-SA-H Base Ply Elastobase SA Self -adhering (folloed w by torch -applied sheet) (SaS, Sell-Adhedn& Hybdd SystemSl Base Ply One or more plies Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V Plus, Elastoflex SA V Plus FR, Elastoflex SA Base HD SBS-SA Cap Ply Elastoflex SA P, Elastoflex SA P FR, Polyreflect Self -Adhering (SBS, Self -Adhering) Note: Unless otherwisenoted, permissible membrane substratesforSBS-SA are limited to the SOS -SA Base Ply options herein,. Elostabase-V or Elastabase P with a poly -film top surface. PG350 at 1.5-2.0 APP-CA3 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, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR APP-SA-H Base Ply Polyflex SA Base - Self -adhering (followed by torch -applied sheet) (APP, Self-mherin&Hybrid Sy eme) Cap Ply Polyflex SA P, Polyflex SA P FRI, Polyfresko G SA, Polyfresko G SA FR APP-SA Note: .Unless otherwise noted, permissible membrane substratesforAPP-SA are limited to the SOS -SA Base Ply options herein,. Self -Adhering (APP, Self -Adhering) Elastobase V or Elastobase P with a poly film top surface. 16 Vapor barrier options for use over structural concrete deck followed by bonded insulation carry the following MDP limitations. The lesser of the MDP listings below vs. those in Table 3A applies. VAPOR BARRIER OPTIONS STRUCEURALCONCRETE DECK; FOLLOWED BY ADHESIVE -APPLIED INSULATION PER TABLE 3A: OPTION 9 PRIMER VAPOR BARRIER iINSULATION ADHESIVE MDP(PSF)` TYPE (NOTE 15). 'APPLICATION C-VB-1. PG100 Elastoflex SA V Plus Self -Adhering D-IS or CR-20,12-inch 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 D-15, 12-Inch o.c. -75.0 C-VB-4. PG100 Polyflex or Polybond Torch -applied M-OSFA, M-PG-1, OB500 or CR-20,12-inch o.c. -121.7 C-VB-5. PG100 Elastoflex SAP Self -Adhering 'M-OSFA, 12-inch o.c. -157.5 C-VB-6. PG100 Polyflex or Polybond Torch -applied M-OSFA, M-PG-1, OB500 or CR-20, 6-Inch o.c. -185.0 C-VB-7. PG300 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-OSFA, M-PG-1, OB500 or CR-20,12-Inch o.c. -240.0 C-VB-9. PG100 SBS-TA (with sanded -tap -surface) I Torch -applied M-OSFA, M-PG-1, OB500 or CR-20, 12-Inch o.c. -240.0 NEMO ETC, LLC Evaluation Report 9290.02.08-R26 for FL1654-R28 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 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 OPTIONS FOR POLYGULiS MODIFIED BITUMEN ROOF SYSTEMS OPTION# SURFACING. FLORIDA PRODUCT APPROVAL SURF-1. PG 300 FL10291 SURF-2. PG 600 FL10291 SURF-3. PG 650 FL10291 SURF-4. PG 700 FL10291 SURF-S. PG 700 OS FL10291 SURF-6. PG 800 FL10291 SURF-7. Polyplus 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 OS 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 OS FL27409 SURF-20. KM Acryl 25 FL27409 SURF-21. KM Acryl 25 CIS FL27409 SURF-22. KM Acryl 40 HS FL27409 SURF-23. KM Acryl 85 FL27409 SURF-24. KM PS9250 FL27409 SURF-25. KM PS#211 FL27409 SURF-26. Turbo -Set FL10291 OONEMC)ietc. 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 Evaluation Report P9290.02.08-R26 for FL3654-R28 Certificate of Authorization #32455 7TM EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/2021 ©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 5 of 98 ONEMOjet'c. WOOD r AE11CORSTRI CTIOn OR . ... SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Base Insulation Layer Top insulation Layer Roof Cover (Note 15). y Deck System - - Attach � . .. Type .. Attach 'Base Ply Ply Cap Ply (Psfl No.. (Note 1) Type (Notes 6'',a)" yp ... ( Notesb, rm " SELF -ADHERING BASE PLY: . Min. 15/32- Min. 1.5-Inch Polytherm, ACFoam II, Polytherm D-IS, M-OSFA, (Optional) additional D-IS, M-OSFA, (Optional) SBS-SA, SBS- SBS-SA, APP-SA, -52.5 W-1 inch G, ACFoam III, ENRGY-3,Polytherm H, H-Shield, 0B500 or CR-20 layers(s) of base OB500 or CR-20 SBS-SA TA, APP-TA SBS-TA, All plywood H-Shield CG, Multi -Max FA3 insulation HYBRID SYSTEMS WITH SELF -ADHERING APP BASE PLY: Min. 15/32- Min. 1.5-inch Polytherm, ACFoam II, Polytherm -I, D S, (Optional) additional DAS, M-OSFA, APP-SA-H T(Opucirial) APP-TA APP-TA :1-5�25 W-2 inch G, ACFoam III, ENRGY-3, Polytherm H, H-Shield, Oor OR OB500 or CR-20 layers(s) of base OB500 or CR-20 plywood H-Shield CG, Multi -Max FA3 Insulation HYBRID SYSTEMS WITH SELF -ADHERING SBS BASE PLY: _ Min. 15/32- Min. 1.5-inch Polytherm, ACFoam II, Polytherm D-IS, Mor (Optional) additional layers(s) of base D-I5, M-OSFA, 585-SA-H (Optional) SBS-TA :SBS-TA -52.5 ' Vy-3 inch G, ACFoam III, ENRGY-3, Polytherm H, H-Shield, C _ OB500 ar CR-20 OB500 or CR-20 plywood H-Shield CG, Multi -Max FA3 insulation -.. ••r •-CKS — I%Elllr CUTISTAILr, ORSYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION,BONDED RO Anchor Sheet Base insulation Top Insulation Roof Cover (Note.35p. '.MDP t system Deck Fasten - - -- Type .Attach Base Ply CaP Ply No. .. (Note l) TYPe '(Note 11) Attach TYPe ,(potefa6,7,B) _. "(Notes 6,7,9) Ply .... . ASPHALT -APPLIED ORTORCH-APPLIED BASE PLY: Min. 0.75-Inch Fesco 9-inch D.C. at min. (Optional) Min. 1.5- Board Min. 2-inch lap and 18- inch Polytherm, (homogeneous) or BP -AA (Optional) SBS-AA, 15/32- Elastobase V, Simplex MAXK inch D.C. at two (2), ACFoam II, ENRGY-3,therm Hot asphalt min. 0.5-inch Hot asphalt or SBS- BII or SBS-TA, -45.0• W-4 inch Elastobase P Cap equally spaced, HH-Shield Poly, , High AA SBS-AA APP-TA plywood (sanded -top) staggered center H-Shield CIS, Multi- , Density Density Fiberboard Fib rows Max FA3 Roof Insulation 9-inch o.c. at min. (Optional) Min. 1.5- Min. 0.25-inch BP -AA, (Optional) Min. 2-inch lap and 18- inch Polytherm, DensDeck, DensDeck SBS- BP -AA, SBS- SBS-AA, 15/32- Elastobase V, Simplex MAJO( inch D.C. attwo (2), ACFoam II, ENRGY-3, Hot asphalt Prime, SECUROCK Hot asphalt AA, AA SBS-TA, SBS-TA, ]-450* W-5 inch Elastobase P Cap equally spaced, Polytherm H, H-Shield, Gypsum -Fiber Roof SBS-TA, APP-TA APP-TA plywood (sanded -top) staggered center H-Shield CG, Multi- Board APP-TA rows Max FA3 Evaluation Report P9290.02.08-R26 for FL3654-R28 NEMO ETC, LLC Revision 26: 06/09/2021 Certificate of Authorization #32455 7TM EDITION (2020) FBC NON-HVH2 EVALUATION ©2018 NEMO ETC, LLC PDlyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 6 of 98 ONEMOletc. TABLE IH: ....REROOF (TEAR -OFF) OR RECOVER ATTACHEDSYSTEM TYPE E-2: NON -INSULATED, MECHANICALLY BONDED ROOF COVER System 'Base Sheet Roof Cover (Note 15) MDP. No. Deck (Note 3) YP) TypenPlate,, Fasten (Note 11 Attach. Base PI Y I Cap 'IPSo APA rated, 19/32 steners (min. %" penetration) &CAT, 0.578 in., Elastobase V (poly-filmper plate in center hole- 9-inch o.c. at min. 4-inch lap and 9-inch o.c. Exposure 105B or min. 19/32"APArated top) Plates shall be primed withat four (4), equally spaced center rowsSBS-SA-H SBS-TA -127.5 W-207 plywood O41 primer. 'Note: ver construction, -For re-roofor field withdrawal resistance testing (Note. 11) shall yield minimum 141,Ibf„ Additional Versa -Fast Fasteners within Versa,- Fast Plate maybe utilized to produce lath TABLE 1% WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON-1 E BONDED ROOF COVER System Roof Cover (Note 15) Deck (Note 1) Primer MOP (PA No Joint Treatment Base Ply Ply Cap Ply SELF -ADHERING BASE PLY: 1 APA rated, 7/16 CAT, OSB joints are covered with 4-inch wide strips of ElastoFlex SA V, rolled into Elastoflex SA V Plus (Optional) SBS-SA, SBS- SBS-SA, APP-SA, W-208 0.418 in., None place to create continuous bond. or Elastoflex SA V TA, APP-TA SBS-TA, APP-TA -52.5 Exposure 1 OSB Plus FR -209 Min. 15/32- None None A g (L7p ia�al SBS-SA, SBS- TSBS•5AA APP S ^ ` -90.0 inch plywood TA, PP TA BS-TA_/r,PE7A7 Min. 15/32- (Optional) SBS-SA, SBS- SBS-SA, APP-SA, W-210 inch plywood pG100 None SBS-SA TA, APP-TA SBS-TA, APP-TA 97 5 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) SBS-SA, SBS- SBS-SA, APP-SA, -97.5 inch plywood into place to create continuous band. Elastoflex SA V FR TA, APP-TA SBS-TA, APP-TA Min. 15/32- POLYBRITE 745 (Optional) SBS-SA, SBS- SBS-SA, APP-SA, W 212 inch plywood or WB3000 None SBS-SA TA, APP-TA SBS-TA, APP-TA -105.0 W-213 Min. 15/32- (Optional) PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled Elastoflex SA V Plus or Elastoflex SA V (Optional) SBS-SA, SBS- SBS-SA, APP-SA, -135.0 inch plywood into place to create continuous bond. Plus FR TA, APP-TA SBS-TA, APP-TA HYBRID SYSTEMS WITH SELF -ADHERING APPBASE PLY: W214 Min. 15/32- (Optional) PG100 None APP-SA-H (Optional)APP-TA APP-TA -90.0 inch plywood 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. HYBRID SYSTEMS WITH SELF -ADHERING SBS BASE PLY: NEMO ETC, LLC , Evaluation Report P9290.02.08-R26 for FL3654;R28 Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/%021 02018 NEMO ETC, LLC Polyglass Modred Bitumen Roof Systems; (954) 233.1330 Appendix 1, Page 36 of 98 MEMO I etc. Certificate of Authorization #32455 SCANNED 353 Christian Street, Unit #13 BY Oxford, CT 06478 if 1 I ICie C®6)* (203) 262-9245 ENGINEER EVALUATE TEST CONSULT IN RFPr1F Polyglass USA, Inc. Evaluation Report P9290.02.08-R26 1111 West Newport Center Drive F 1 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 Ph 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 "NEMOletc. 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: s.. p�:r•�GSsB Robert J.M. Nieminen, P.E. ;*F•.;,q;;�s,_•,• The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida DCA ANE1983 "%,r%:�;;,',`�•``�" Nieminen, P.E. on 06/09/2021. This does not some 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 ,, Nenno l 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 71^ 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. 1504.3.1 y 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 ERD (TST11294) FM 4470/4474 PLYG{IL33945.05.17-1 5/30/2017 FM (TST1867) FM 4470 3020703 7/30/2004 ERD (TST11294) FM 4470/4474 PLYGc 13945.05.17-3 5/30/2017 FM VST3867) FM 4470/4474 3018332 1/31/2006 ERD (TST6049) FM 4470/4474 1`1370.09.09 9/10/2009 FM (TST1867) FM 4470/4474 3023369 3/20/2006 ERD (TST6049) FM 4470/4474 P13770.09.09 9/10/2009 FM (TM867) FM 4470/4474 30245911 5/23/2006 ERD (TST6049) FM 4470/4474 1`30540.11.0BR3 11/30/2009 FM (TST3867) FM 4470/4474 3023458 . 7/18/2006 ERD (TST6049) FM 4470/4474 P30550.1109 12/2/2009 FM (TST1867) FM 4470/4474 30M668 9/12/2007 ERD (TST6049) FM 4470/4474 P3397DA3.11 3/15/2011 FM TST1867) FM 4470/4474 3032172 5/12/2009 ERD(TST6049) D6163 PM960.0.11 3/15/2011 FM(TST1867) FM 4470/4474 3049631 4/21/2014 ERD (TST6049) D6509 P37590.03.1 III 2/5/2013 FM (TST1867) FM 4470/4474 M57014 2/2/2017 ERD (TST6049) D6163 1`37590.03.1}2-111 2/5/2013 FM (TST1867) FM 4470 300VIM 1/25/2000 ERD (TST6049) D6222 P37590.03.13 5R3 2/6/2013 FM (TST1867) FM 4470 3014751 8/27/2003 ERD(TSTGD49) FM 4470/4474 P396RD.M.13 3/4/2013 FM(TST1867) FM 4470 3007170 1/13/2004 ERD M6049) D6164 1`37590.03.23-3A 3/6/2013 NEMO M6049) Criticality 4S-PLYG-18-001.06.18 6/23/2018 ERD TST6049) D6164/G155 P37590.07.13-1 7/2/2013 NEMO(TST6049) FM 4474 4-PLYG-18m3.08.18 8/21/2018 ERD (TST6049) FM 4470/4474 P41630.08.13 8/6/2013 NEW (TST6049) Criticality 45-PLYG.18-001.10.18 10/3/2018 ERD (TST6049) D4601 P45940.09.13 9/4/2013 NEW(TST6049) D4897 45-PLYG-18-002.11.18-2 11/16/2018 ERD (TST6D49) 04601 P44370.10.13 10/4/2013 NEMO p5T6049) FM 4474 4L-PLYG-18-003.11.18 11/28/2018 ERD (TST6D49) D6163 (Table 2) P33960.05.14 5/8/2014 NEMO (TST6049) D6164 4SPLYG-18 2.11.18-3 11/28/2018 DID (M6049) D6164/G155 5`35650.10.14 10/3/2014 NEMO(TSr6049) FM 4474 44LYG-Ieo03.01.19 1/11/2019 ERD (TST6D49) FM 4470/4474 SCSIW.11.14 11/10/2014 NEMO M6049) D6163 45-PLYG-18002.01.19-A 1/24/2019 ERD (TST6049) D6163/G155 P454406C.U15-1 3/31/2015 NEMO(TST6049) D6162/G155 4 PLYG-18B0010119-B 1/25/2019 ERD M6049) D6163/G155 P454405G03.15.24t3 3/31/201S NEMOUS176049) Criticality 2i-PLYG-19-S5CRT-01A Z16/2019 ERD TST6049) D6162 50170.0.15 5/8/2015 NEMO (TST6049) FM 4474 QPLYG-18003.04.19-A 4/8/2019 ERD (TST6049) FM 4474 SC8085.05.15 5/19/2015 NEMO OW6049) D6163 45-PLYG-18-00105.19-H 5/20/2019 ERD(TST6049) D6162 SC5170.12.25 12/29/2015 NEMO (TST6049) D6222/G155 45-PLYG-IB002.05.19-C 5/20/2019 ERD (TST6049) FM 4470/4474 S0455.15 4/1/2016 NEMO (TST6D49) D6222/G155 4SPLYG-18402.05.19-D 5/20/2019 ERD (TST6049) FM 4470/4474 PLYG-50905.0116-1 5/17/2016 NEMO (TST6049) D6164 4WLYG-18m2.05.19-N 5/31/2019 ERD (TST6049) FM 4470/4474 PLYG408905.05.16-2 5/17/2016 NEMO (TST6049) Criticality 4 PLYG-18 1.06.19.A 7/17/2019 ERD (TST6049) FM 4470/4474 PLYG-SC3081S.07.16-RI 9/23/2016 NEMO (TST6049) D6164 4 PLYG-18 2.08.19.1 9/6/2019 ERD (TST6049) UL 1897 PLYG.SC12025.10.16 10/12/2016 NEMO (TST6049) D6164/G155 4R-PLYG-18-002A9.19-2 9/6/2019 ERD (TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 NEMO(TST6049) FM 4474 044CP-I9-LSwUSU1A 11/8/2019 ERD (TST6049) FM 4470/4474 PLYG-SC13235.01.17 1/17/2017 NEMO (rST6049) 04601 44-PLYG-MSSMB8 A 12/13/2019 ERD (TST6049) FM 4470/4474 PLYG-SC13920.05.17 5/30/2017 NEMO (TST6049) D6164 4q-P1YG-19-55MBB04A 1/2/2020 ERD(TST6049) FM 4470/4474 PLYG-SC13945.05.17 5/30/2017 NEMO (TST6049) D6164/G155 41PLYG-MMM8B-04.B 1/2/2020 ERD(TST6049) FM 4470/4474 PLYG-SC357W.09.17 9/11/2017 NEMO (TST6049) D6222/G355 41PLYG-MMMB8-0SA 7/23/2020 FM (TST1867) FM 4470 2W7A7.AM 8/4/1994 NEMO (rST6G49) FM 4474 4a-PLYG40-LSYVUS IA 8/28/2020 FM (TST1867) FM 4470 ODM3AM 4/4/1997 NEMO(TST6049) FM 4474 4-PLYG-20-15WU50 10/5/2020 FM (TST1867) FM 4470 2DOAO.AM 12/23/1998 NEMO (TST6049) D6164 44-PLYG-20-SSMBB0S.A 10/21/2020 NEMO ETC, LLC Evaluation Report P9290.02.08-1126 Certificate ofAuthorkation#32455 7-EDITION (2020) FBC NON-HVH2 EVALUATION F1.1654-11128 Polyglass Modified Bitumen Roof Systems Revision 26: 06/09/2021 Page 2 of 5 ONEMOletc. [Enti Exam Reference Date__.Enti Exam_. Reference Date`1 FM(TST1867) FM 4470 21)5A9A64 6/22/2999 NEMO W6049) FM 4474 4 PLYG-U- U9-01.A 6/7/2021 Fly (TST1867) FM 4470 30D6646 1/4/200D NEMO(TST6049) Criticality 41-PLYG-2I-ISWUS02.A 6/7/2021 FM (TST1867) FM 4470 3000M7 1/12/2000 PRI M5878) TAS 114 PUSA-183-02-01 2/8/2017 FM OW1867) FM 4470 30D4091 1/12/2DOD PRI (TSr5878) TAS 114 PUSM188-02-02 2/8/2017 FM OV18671 FM 4470 30013M 2/15/2000 PRI (TST5878) TAS 114 PUSH-188-02-03 2/8/2017 FM (TST1867) FM 4470 3006115 5/2/2001 PRI (T5T5878) TAS 114 PUSA-20242-01--5/17/2017 FM (TST1867) FM 4470 3DM21 7/29/2002 PRI (TST5878) TAS 114 PUSA-202-02-02 5/17/2017 FM (17ST1867) FM 4470 3014692 8/5/2003 M-D (CER1592) Prop. for Rev. imm 10/12/2010 FM VM867) FM 4470 3019317 6/30/2004 UL(QUA9625) Quality Control Serviceronflrm 9/13/2018 UL(QUA9625) Quality Control Florida 3aS Current PRODUCT4. 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 -Plants) - - 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 If N/A PA Elastovent ASTM D4897 N/A N/A PA Polybase V (formerly Polygloss Bose) ASTM D6509 N/A N/A FL APP, Smooth- Polybond ASTM D6222 I S FL Surface Membranes Polyflex ASTM D6222 1 S FL Polybond G ASTM D6222 I G FL PolyflexG ASTM D6222 I G FL Polyflex G FR ASTM D6222 I G FL Polyfresko G ASTM D6222 I G NV APP, Granule- Polyfresko G FR ASTM D6222 I G NV Surface Membranes 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 Hr ). ASTM D6162 III S FL, PA Elastobase V (formerly Elostohose l 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 1 S FL, TX SBS, Smooth- Elastoflex SA V Plus FR ASTM D6163 I S FL, TX Surface Membranes Elastobase P ASTM D6164 I S FL, TX Elastoflex SA Base HD ASTM D6164 I 5 PA, TX Elastoflex S6 ASTM D6164 I S FL Elastoshield TS ASTM D6164 I S PA Elastoflex 56 HP ASTM D6164 11 S NV Polyreflect ASTM D6164 I S FL NEMO ETC, LLC Evaluation Report P9290.02.08-1126 Certificate of A u thorizo tion N32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION F1.1654-1128 Polyglass Modified Bitumen Roof Systems Revision 26: 06/09/2021 Page 3 of 5 ONM'oletc. TABLE 1(CONTINUED): EVALUATED MEMBRANES Type Product . _ Standard _ Material S Plants) 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. LIMITATIONS: 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 AN51/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 I Evaluation Report P9290.02.08-R26 Cenifimte o/Authorization N32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL1654-RZB Polyglass Modified Bitumen Roof Systems Revision 26: 06/09/2021 Page 4 of 5 101 NeMo 1 etc. 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 WD3, 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. 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. 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 CA 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-RZ6 Certificate of Authorization#32455 7-EDITION (2020) FBC NON-HVHZ EVALUATION FL1654-1128 Polyglass Modified Bitumen Roof Systems Revision 26: 06/09/2021 Page 5 of S Nenno l etc. TABLE" DECK. - .-APPLICATIONS ,TYPE (DESCRIPTION _ �ti PAGE ) IA Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 6 SB Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6-12 lc 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 IE Wood New, Reroof (Tear -Off) or Recover C-1 Mech. Attached Insulation, Bonded Roof Cover 16-19 1r Wood New, Reroof (Tear -Off) or Recover D-2 Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 19-23 113 Wood New or Reroof (Tear -Off) E-2 Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 23-28 SR Wood New, Reroof (Tear -Off) or Recover E-2 'Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 29-36 SI 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 38-43 213 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 20 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 SA Cementitious wood fiber New or Reroof (Tear -Oft) 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 So 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 78 Various Recover F Non -Insulated, Bonded Roof Cover 98 NEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL3654-R28 Certificate of Authorization 02455 7- EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/2021 @2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Appendix 1, Page 1 of 98 O'NEMOjetc�. 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 of the Authority Having Jurisdiction. 2 Fasteners shall be of suf0cient 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, forfoam 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-2, 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 TypeD: 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 are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturers published Instructions. ➢ Hot asphalt (HA): Full coverage at 25-30 Ibs/square. D DuPont INSTA STIR Ctuik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-Inch wide ribbons,12-inch o.c. ➢ H.B. Fuller Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-Inch o.c. ➢ H.B. Fuller Millennium PG-1 Pump Grade Adhesive (M-PiSiy Continuous 0.25 to 0.5-inch wide ribbons, 12-Inch o.c. ➢ OMG OlyBond 500 (08500): Continuous 0.75 to 1-Inch wide ribbons, 12-inch o.c. Note: OlyBond Classic may be used where OlyBond 5001s referenced. ➢ 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. ➢ Note: When multiple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board joints shall be staggered. ➢ Note: The maximum edge distance from. the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7 Unless otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations maybe substituted with the fallowing Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a 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. ➢ M-OSFA: MDP= -157.5 psf (Min. 0.5-inch thick) ➢ M-PG3: MDP = -157.5 psf (Min. 0.5-inch thick) ➢ 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 -size: Unless otherwise noted, refer to Section 2.2.10.6.2 of FM Loss Prevention Data Sheet 1-29 (February 2020). 9 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 NEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL3654-R28 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 2 of 98 ONEMOletc. ANSI/SPRI WD3, 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. 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 ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12 For banded 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 TAS 124. 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 topcoat 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 C150), 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 following. MEMBRANE / ADHESIVE COMBINAWONS f, � REFERENCE LAYER - MATERIAL i APPLICATION BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II Hot Asphalt at 20-40 (Base and Ply sheets, Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI Ibs/square Asphalt -Applied) Note: Asphalt-appliedsheets orinsulation shallnot be applied to poly -film surfacedmembranes. Base Ply One ply Elastobase V (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 HP, Elastoshleld VP HT SBS-CA3 Cap Ply Elastoshield HT G, Elastoshleld HT G FR, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex PG350 at 1.5-2.0 gal/square 56 G FR, Elastoshleld TS G, Elastoshleld TS G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Base Ply One ply Elastobase V (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Ply Elastoshield HT G, Elastoshield HT G FR, Elastoflex V G, Elastoflex V G FR, Elastoflex 56, Elastoflex S6 HP, Elastoflex 56 G, Elastoflex gal/square S6 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR sand -backed) Base Ply or Ply One or more plies Elastobase V (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshleld VP HT SBS-AA Hot Asphalt at 20-40 (SBS, Asphalt -Applied) Cap Ply Elastoshleld HT G, Elastoshield HT G FR, Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Ibs/square Elastoflex S6 G FR, Elastoshleld TS G, Elastoshield TS G FR, Polyfmsko G SBS (sand -backed), Polyfresko 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 HT, Elastoshleld TS SBS-TA (SBS, Torch -Applied) Elastoshield HT G, Elastoshield HT G FR, Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex 56, Elastoflex S6 HP, Elastoflex S6 Torch -Applied Cap Ply G, Elastoflex 56 G FR, Elastoshield TS G, Elastoshield TS G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed) NEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL1654-R28 Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/20-21 02018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 3 of 98 ONEMOjetc'. MEMBRANE / ADHESIVE COMBINATIONS REFERENCE LAYER MATERIAL - APPLICATION SBS-SA-H Base Ply Elastobase SA Self -adhering (followed ISM, Self-Adhedn& Nybdd Swwms) by torch -applied sheet) 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 5BS-SA Cap Ply Elastoflex SA P, Elastoflex SA P FR, Polyreflect Self -Adhering (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substratesforSSS-SA are limited to the SBS-SA Base Ply options herein, Elastobase V or Elastobase P with a poly -film tap. surface. PG350 at 1.5-2.0 APP-CA1 Cap Ply PolyflexG FR gal/square APP-TA Base Ply or Ply One or more plies Polybase V, Polyflex, Polybohd Torch (APP, Torch -Applied) Cap Ply Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR -Applied APP-SA-H Base Ply Polyflex SA Base Self -adhering (followed by torch -applied (APP, Self-Adhedng, Nybdd SWems) sheet) Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polyfresko G SA FR APP-SA Note: Unless otherwise noted, permissible membrane substratesforAPP-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering (APP, Self -Adhering) Elastobase V or Elastobase P with a poly-filmtop surface. 16 Vapor barrier options for use over structural concrete deck followed by bonded insulation carry the following MDP limitations. The lesser of the MDP listings below vs. those in Table 3A applies. VAPOR BARRIER OPTIONS; STRUCTURAL CONORErE DEcx; FOLIAWED BY ADHESIVE -APPLIED. INSUTATION PER TABLE 3A: OPTION q PRIMER VAPOR BARRIER INSULATION MDP (PSF) TYPE (NOTE 15) APPLICATION C-VB-1. PG100 Elastoflex SA V Plus Self -Adhering DAS or CR-20, 12-inch o.c. -60.0 C-VB-2. PGS00 Polybase V Torch -applied D-IS or CR-20, 12-Inch o.c. -75.0 C-VB-3. PG300 Elastoflex SA P Self -Adhering D-IS, 12-Inch o.c. -75.0 C-VR-4. PGS00 PolVfex or Polybond Torch -applied M-OSFA, M-PG-1, OB500 or CR-20, 12-inch o.c. -121.7 C-VB-5. PG100 Elastoflex SA P Self -Adhering M-OSFA, 12-Inch o.c. -157.5 C-VB-6. PG300 Polyflex or Polybond Torch -applied M-OSFA, M-PG-1, OB500 or CR-20, 6-inch o.c. -185.0 C-VB-7. PG300 Elastoflex SAP Self -Adhering CR-20,12-inch o.c. -270.0 C-VB-8. PG300 Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V Plus, Elastoflex SA V Plus FR Self -Adhering M-OSFA, M-PG-1, OB500 or CR-20,12-Inch o.c. -240.0 C-VB-9. PG300 SBS-TA (with sanded -top -surface) Torch -applied M-OSFA, M-PG-1, OB500 or CR-20,12-inch o.c. -240.0 NEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL3654-R28 Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/2021 @2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 4 of 98 ONEM01letc. 17 The following surfacing may he applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for application limitations and a Roofing Materials Directory for fire ratings associated with coating usage. SURFACING OPTIONS FOR POLYGLASS MODIFIED BRUMEN ROOF SYSTEMS OPTION # SURFACING FLORIDA PRODUCT APPROVAL SURF-1. PG 300 FL30291 SURF-2. PG 600 FL10291 SURF-3. PG 650 FL10291 SURF-4. PG 700 FL10291 SURF-S. PG 700 CIS FL10291 SURF-6. PG 800 FL10291 SURF-7. Polyplus 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 P5#220 FL27409 SURF-26. Turbo -Set FL10291 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 Evaluation Report P9290.02.08-R26 for FL1654-1128 Certificate of Authorization #32455 7TM EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/2021 ©2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-2330 Appendix 1, Page 5 of 98 ONEMOletc, TABLE IA: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Base Insulation Layer Top Insulation Layer Roof Cover (Note 25) MOP System Deck No. (Note 1) Type Attach Type Attach . Base Ply Ply - Cap Ply (Psf) (Notes 6,7,8) (Notes 6,7,8) SELF -ADHERING BASE PLY: Min. 15/32- Min. 1.5-Inch Polytherm, ACFoam II, Polytherm D-I5, M-OSFA, (Optional) additional D-I5, M-OSFA, (Optional) SBS-SA, SBS- SBS-SA, APP-SA, W-1 Inch G, ACFoam III, ENRGY-3, Polytherm H, H-Shield, OB500 or CR-20 base OB500 or CR-20 SBS-SA TA, APP-TA SBS-TA, APP-TA -52.5 plywood H-Shield CG, Multi -Max FA3 Insulation Insulation HYBRID SYSTEMS WRH SELF -ADHERING APP BASE PLY: Min. 15/32- Min. 1.5-Inch Polytherm, ACFoam II, Polytherm D-IS, M-OSFA, (Optional) additional D-IS, M-OSFA, W-2 Inch G, ACFoam III, ENRGY-3, Polytherm H, H-Shield, layers(s) of base APP-SA-H (Optional) APP-TA APP-TA -52.5 plywood H-Shield CG, Multi -Max FA3 OB500 or CR-20 Insulation OBS00 or CR-20 HYBRID SYSTEMS WITH SELF -ADHERING SBS BASE PLY: Min. 1.5-Inch Polytherm, ACFoam II, Polytherm D-IS, M-OSFA, (Optional) additional D-IS, M-OSFA, W-3 IMin.25/32- . Inch G, ACFoam III, ENRGY-3, Polytherm H, H-Shield, OB500 or CR-20 layers(s) of base OBS00 or CR-20, SBS-SA-H (Optional) SBS-TA SBS-'TA-52.5 plywood H-Shield CIS, Multi -Max FA3 insulation TABLE 1B: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR BONDED INSULATION,BONDED ROO Anchor Sheet Base Insulation Top Insulation Roof Cover(N777 ,System Deck No. (Note 1) Type Fasten Attach Type Attack Type Attach Base Ply (Nate 111 (Notes G,7,81 (Notes 6,7,81 Ply ASPHALT -APPLIED ORTORCH-APPLIED BASE PLY: 9-inch o.c. at min. (Optional) Min. 1.5- Min. 0.75-Inch Fesco Min. Elastobase V, 2-inch lap and 18- inch Polytherm, Board (homogeneous) or BP -AA (Optional) SBS-AA, W-4 15/32- ElastobaseP Simplex MAX% inch o.c. at two(2), ACFoam II, ENRGY-3, Hotasphalt min. 0.5-Inch Hot asphalt or SBS- SP-AA or SBS-TA, -45.0- Inch (sanded -top) Cap equally spaced, Polytherm H, H-Shield, Structedek High AA SBS-AA APP-TA plywood staggered center H-Shield CG, Multi- Density Fiberboard rows Max FA3 Roof Insulation 9-inch o.c. at min. (Optional) Min. 1.5- Min. 0.25-inch BP -AA, Min. Elastobase V, 2-Inch lap and 18- Inch Polytherm, DensDeck, DensDeck SBS- (Optional) SBS-AA, W 5 15/32- Elastobase P Simplex MAXX Inch o.c. at two (2), ACFoam II, ENRGY-3, Hot asphalt Prime, SECUROCK Hot asphalt AA, BP -AA, SBS- SBS-TA, -45.0' inch (sanded -top) Cap equally spaced, Polytherm H, H-Shield, Gypsum -Fiber Roof SBS-TA, AA, SBS-TA, APP-TA plywood staggered center H-Shield CG, Multi- Board APP-TA APP TA rows Max FA3 NEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL1654-R28 Certificate of Authorization N32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION Revision 26: 06/09/2021 m2018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Appendix 1, Page 6 of 98 ONEMOletc. TABLE 1H: ....REROOF (TEAR -OFF) OR RECOVER ATTACHEDSYSTEM TYPE E-2: NON -INSULATED, MECHANICALLY BONDED ROO System ' .Base Sheet Roof C6ver(Note15) MDP No. Deck (Note 1) - Type Fasten (Note 31) Attach Base Ply Cap IPsfl APA rated, 19/32 Trufast Versa Fasteners (min. %" penetration) & In., CA7,sure Elastobase V (poly -film Plates; I screws per plate In center hole* 9-Inch D.C. at min. 4-Inch lap and 9-Inch D.C. 1 Exposure 1 AP or min. APA 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 plywo9/32"od PGI00 orASTM O41 primer. Note: -For re-roofor recover construction, field withdrawal resistance testing (Note 11)shall yield minimum 14I lbf.. Additional Versa -Fast Fasteners within �lachVersa-Fast Plate may be - utilized to produce minimum withdrawal resistance . ' TABLE 1i: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON-1 NSU . BONDED ROOF COVER System )' ' Roof Cover (Note15) Deck (Note 1 Primer .... .. MDP(psf) Joint Treatme- No. - nt = - . .. Base. Ply Ply - ;,I Cap Ply SEu-AnHERING BASE PLY: I1 APA rated, Elastoflex SA V Plus W-206 7/16 CAT, None OSBjoints are Covered with 4-Inch wide strips of Elastoflex SAV, rolled Into or Elastoflex SAV (Optional) SBS-SA, SBS- SBS-SA, APP-SA, -52.5 0.418 in., place to create Continuous band. Plus FR TA APP-TA SBS-TA, APP-TA Exposure 1 OSB 00 S` Min. 15/32- None None S !(Optiona BS-SA, 5B5- �SBS;SM, APP3A, -g0.0 Inch plywood TA, APP-TA SBS-T AP.PeTA W-230 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 Min. 15/32- 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, 97.5 W-211 inch plywood (Optianal)PG300 Into place to create continuous bond. Elastoflex SAV 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 SBS-TA, APP-TA W-213 inch (Optional) PG300 Plywood joints are covered with inch wide strips of Elastoflex SA V Plus, rolled Elastoflex SA V Plus or Elastoflex SA V (Optional) SBS-SA, SBS- SBS-SA, APP-SA, -135.0 inch plywood plywood o Into place to create continuous bond. Plus FR TA, APP-TA SBS-TA, APP-TA ,HYBRID SYSTEMS WRH SELF -ADHERING APP BASE PLY: !II W-214 Min. 15/32- (Optional) PG100 None APP-SA-H (Optional) APP-TA APP-TA -90.0 inch plywood W-215 Min. 15/32- (Optional) PG300 I Plywood joints are covered with 4-inch wide strips of Elastoflex SAV Plus, rolled I APP-SA-H (Optional) APP-TA APP-TA -135.0 inch plywood Into place to create continuous bond. - HYBRID SYSTEMS WIrB SELF -ADHERING SBS BASE PLY: �II Iu NEMO ETC, LLC Evaluation Report P9290.02.08-R26 for FL1654-R28 Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVH2 EVALUATION Revision 26: 06/09/2021 02018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 36 of 98