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Home My WebLink AboutWalker NOA0 MEMO I etc. Certificote of Authorization 1232455 353 Christian Street, Unit #13 Oxford, CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P9290.02.08 -R24 1111 West Newport Center Drive FL1654-R26 Deerfield Beach, FL 33442 Date of Issuance: OZ/11/Z008 (954) 233-1230 Revision 24: 10/14/2019 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 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions ofthe Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). MEMO )etc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle, ADVERTISEMENT: The Evaluation Report number preceded by the words "NEM0I etc. 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 an 81 -page Appendix. Prepared by: �5 g Robert J.M. Nieminen, P -E. a-aT OE ;fit •iyEs`c. •- The facsimile sea[ appearing was authorized by Robert Fiorido Registrotion No. 59166, Fiorido DCA ANE1983 %"a,,,v,'�``s Nieminen, P.E. on 10124(2019. This dues not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. MEMO 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 distri'outing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. CO2018, NEMO ETC, LLC ONEMOletc. ROOFING SYSTEms EVALUATION: NEMO ETC, LLC Evaluation Report P9290.02.08-1124 Certifimte of Authorization #32455 6Y" EDITION (2017) F13C NON-HVHZ EVALUATION FL1654-R26 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 24: 10/14/2019 Page 2 of 5 Product Category; Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: Polyglass SSS and APP Modified Bitumen Roof Systems, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the bth Edition (2017) Florida Building Code through testing in accordance with the fallowing Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Pro ertv Standard Year 1504.3.1 Wind FM 4474 2011 1504-3.1 Wind UL 1897 2012 1504.7 Impact FM 4470 2012 1507.10.2 Physicals ASTM 04897 2001 1507.11.2 Physicals ASTM 06162 200S 1507.11.2 Physicals ASTM D6163 2008 1507.11.2 Physicals ASTM D6164 2011 1507.11.2 Physicals ASTM 06222 2011 1507.11.2 Physicals ASTM D6509 2009 3. REFERENCES: Entity Exam Reference Date Enti Exam Reference Date ERD [TST6049) Physicals P10490.10.08-2 10/30/2008 FM (TST1867) FM 4470 3006115 OS/D2/2001 ERD (TST6049) FM 447014474 P13760.09.09 09/10/2009 FM (TST1867) FM 4470 3012321 07/29/2002 ERD I75T6049) EM 4470/4474 P1377C.09.09 09/1012009 FM (757186%) FM 4473 3014592 08/05/2003 ERD IT5TOD49) FM 4470/4474 P3DS40.11.09-111 11/30/2009 FM (7871867) FM 4470 3014751 08/27/2003 ERD (TST6D49) FM 4470/4474 P30550.12.09 12/0212009 FM (T5T1867) FM 4470 3607170 01/13/2004 ERD (TST50491 Physicals P33960.12.10 1Z/3012010 FM (TST1867) FM 4470 3019317 06/30/2004 ERD MT6049) FM 447014474 P33970.03.11 03/1312011 FM (TM867) FM 4470 3020703 07/30/2004 ERD (TST6049) Physicals P37590.03.13 -3A 03/0e/2013 FM (TST1867) FM 4470/4474 3018332 01/31/2006 ERD MT60491 FM 447014474 P39680.03.13 03/04/2013 FM(TST1867) FM 4470/4474 3023368 03/20/2005 ERD MT60491 Physicals P37590.03.13 -1-R1 06/28/2013 FM (TST1867) FM 4170/4474 3024594 05/2312005 ERD (TST60491 Physicals P37590.03.13 -2-R1 37/01/2013 FM 6TST1867j FM 4470/4474 3023458 07/18/2006 ERD MT60491 Physicals P37590-07.13-2 07/01/2013 FM (TST1867) FM 4470/4474 3030668 09/12/2007 ERD (T5T60491 Physicals P37590.03.13 -5-R1 07/01/2013 FM ITST1367) FM 4470/4474. 3032172 06/1212009 ERD (TST6049) Physicals P37590.07.13-1 D7/0212C13 FM ITST1867j FM 4470/4474 3049631 04/21/2014 ERB(TST604% FM 4470/4474 P4153008A3 08/06/2013 FM ITST1867) FM 4470/4474 3057029 02/02/2017 ERD (TSTG0491 Physicals P45940,09.13 09/04/2013 NEMC (TST6D49) Criticality 4S-PLYG-1e-001.4618 06/23/2018 ERD (TST6049y Physicals P44373 10.13 10/04/2013 NEMC (TST6049) FM 4474 4L-PLYG-18-0030818 08/21/2015 ERD (TSTG049y Physicals P39520.09,14-2 09111/2014 NEMC ITST6049) Criticality 45 PLYG-18001.10.18 10103/2018 ERD (TST6049i FM 4470/4474 506166 11.14 11/10/2014 NEMC (TST6049) ASTM D4897 45-PLYG-1E-002.1118-2 11/16/2018 ERB (TST6049) Physicals P454405C..03.15-1 03/31/2015 NEMC (TST6049) ASTM 36164 4E-PLYG-1E-002.11.18.8 11/28/2018 ERD (7876044) Physicals SC5170.05.15 05/08/2015 NEMC (7876049) FM 4474 4L-PLYG38-003.11.18 11/2812018 ERD MT6049) FM 4474 SCSO85,05.25 05/19/201.5 NEMA (TST60491 FM 4474 4L-PLYG-1"03.01.19 01/11/2019 ERD (TS76049) Physicals 5[5170.12.15 12/29/2015 NEMC ITSTS0491 ASTM D6163 45-PLYG-184 2.0219-A 01/2412019 ERD (TST6049) FM 4470/4474 SC9455.15 04101/2016 NEMA (TST6049) ASTM D6162 45-PLYGAS-M2.01.19-11 01/25/2019 ERB (TST6049) FM 4470/4474 PLYG-SC8905.05-16-1 05117/2016 NEMC (TS76049) FM 4474 4L-PLYG-1&003.0419-A 04/08/2019 ERD (TST6049) FM 4470/4474 PLYG-5[8905.05.16-2 05/17/2016 NEMA (T576049) ASTM D6222 45-PLYG-18-002,05.19-C 05/20/2019 ERD(T5T60491 FM 4470/4474 PLYG-5c10a19.07.1G-R1 04/230016 IN ASTM D5222 45 PLYG-18-002.n5.19-0 05/20/2019 ERB (TST60491 UL 1897 PLYG-SC32025.10-16 10/12/2016 NEMC (TST60491 ASTM D6163 45-PLYG-18-002.05.19-11 05/20/2019 ERD IT5T6049) FM 4470/4474 PLYG-SC11475.16 11117f2016 NEMO (T5T50491 ASTM D6164 45-PLYG-28 205.19-N 05/31/2019 ERD{TMI)49) FM 4470/4474 PLYG-SC13235.01.17 01/17/2017 NEMD(TST60491 Criticality 45-PLUG-1s-o07,.05.19.A 07/17/2019 ERD MT6049) FM 447014474 PLYG-5013920-05.17 05/3012017 NEMD(TST6049( ASTM 06164 45-PLYG-18.002.09.19-1 09/06/2019 ERD (TST--1294) FM 4470/4474 PLUG-ai-13945D517-1 05/30/2017 NEMD (TST6049) ASTM D6164 45-PLYe-18-m2.09.194 09/06/2019 ERD 175 7 312 9 4) FM 4470/4474 PLYG-CTL13945.0517-3 05/30/2017 PRI (15?5878) Physicals PUSA-062-02-01 12/D4/2007 ERD (TST6049) FM 4470/4474 PLYG-5013945,05.17 05/30/2017 PRI (TS75878) PhYSIL.is PUSA-061-02-02 01/28/2008 ERB ITST60491 FM 4470/4474 PLYG-801576009.17 09/1112017 FRI (TST58781 Physicals PUSA-064-02-02 02/27/2008 FM(TST1867) FM 4470 ZW7A7.AM 08/04/1994 PRI(TST5878) Physicals PUSA-062-02-02 12/04/2008 FM (TST1867) FM 4470 0D3A3-AM 04/04/1997 PRI (TSTS8781 TAS 114 PUSA-188-02-01 02/08/2017 FM (TS71867) FM 4470 2DOAO.AM 12/23/1998 PRI (TST58781 TAS 114 PUSA-188-02-02 02/08/2017 FM (7571867) FM 4470 2DSA9.AM 06/2212999 PRI (7875878) TAS 114 PUSA-188-02-03 02/08/2017 FM (7ST1867) FM 4470 3006546 01/04/2000 PRI (TSTS978) TA5 114 PUSA-202-02-01 05/17/2017 FM (T5T1867) FM 4470 3001334 01/25/2000 PRI (7875878) TA5114 PUSA-202-02-02 05/1712017 NEMO ETC, LLC Evaluation Report P9290.02.08-1124 Certifimte of Authorization #32455 6Y" EDITION (2017) F13C NON-HVHZ EVALUATION FL1654-R26 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 24: 10/14/2019 Page 2 of 5 Entity Exann Reference Date Entity Exam FM (TSf1867) FM 4470 3001334 0245/2000 M -D {CER1592j HVHZ rm ii5T1867) FM 4470 3000857 0111212040 M -D {CEBiS92} Prop. for Rev. FM fTST18G7) FM 4470 3004091 01112/2000 UL (4UA9625i Quality Cantrul tONEMOjetc. Reference Date Various WAs Various 10-0823 10/12/2010 Service Confirm C9113/20H 4. PRODucr DESCRIPTION: This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA, Inc. published installation instructions and the Limitations / Conditions of Use herein. The following Polyglass membranes make up the subject 5vstems. TABLE 1; ROLL -GOODS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS Type Product Specification Reference Grade Type Base Sheet/ Base Ply Elastavert ASTM 04897 N/A N/A Polyglass G2 Base ASTM D4601 N/A II Polyflex SA Base ASTM 04641 N/A II Elastobase SA ASTM D4601 N/A ASTM D6163, Table 2 5 II 1 Polyglass Base ASTM D6509 N/A N/A SBS Membranes Elastoshield HT ASTM D6162 _ S III Elastoshield HT G ASTM D6162 G III Elastoshield HT G FR ASTM D6162 G III Elastobase ASTM D6163 5 1 Elastoflex V ASTM D6163 S 1 Elastoflex SA V ASTM D6163 5 1 Elastoflex SA V FR ASTM D6163 5 1 Elastoflex SA V Plus ASTM D6163 S I Elastoflex SA V Plus FR ASTM 06163 S I Elastobase P ASTM D6154 S 1 Elastoflex SA Base HD ASTM D6164 5 1 _ Elastoflex 56 ASTM D6164 S I Elastoflex S6 HP ASTM D6164 5 It Elastoflex V G ASTM D6163 IS 1 Elastoflex V G FR ASTM D6163 G I Elastoflex 56 G ASTM D6164 G i Elastoflex 56 G FR ASTM D6264 G I PDlyfresko G SBS ASTM D6164 G I Polyfresko G 5135 FR ASTM D6164 G I Elastoshield TS G ASTM D6164 G I Flastoshield T5 G FR ASTM D6164 G I Elastoflex SA P ASTM D6164 G I Elastoflex SA P FR ASTM D6164 G I Polyreflect ASTM D6164 S I NEMO ETC, LLC Evaluation Report P9290.02.08-1124 Certificote ofAutha0zation 1132455 Sr" EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R26 Polyglass Modified Bitumen Roof Systems; (954) Z33-1330 Revision 24: 10/14/2019 Page 3 of 5 5. MIMITATIONS: S.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Niernmen, 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 HVHZ jurisdictions. 5.3 Refer to a current Approved Roofing Materials Directory for fire ratings ofthis product. 5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2643.6 apply. 5.5 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. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5-6 For recover installations, the existing roof shall be examined in accordance with FBC 1511. 5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDl, 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 (January 2016) for Zone 2/3 enhancements. 5.8 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. 5.9 For mechanically attached insulation or membrane 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 and analysis shall be in accordance with ANSI/SARI FM -1 or Testing Application Standard TAS 105. 5.10 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. NFMO ETC, LLC Evaluation Report P9290.02.0a-RZ4 ccrrifjwte ofAvthorizotion 02455 GT" EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-RZ6 Polyglass Modified Bitumen Roof systems; (9541233-1330 Revision 24: 10/14/2019 Page 4 of 5 'N / NEMO I etc. TABLE 1(CONTINUED). ROLL -GOODS FOR POLYGLASS MODIFIED BITDMEN_ ROOF SYSTEMS Specification Type Product Reference Grade Type Polyflex ASTM D6222 5 I Polyflex G ASTM D6222 G Palyflex G FR ASTM D6222 G I Pclyfresko G ASTM D6222 G I Polyfresko G FR ASTM D6222 G Polybond ASTM D6222 S I APP Membranes Polybond G ASTM D6222 G I Polyflex SA P ASTM D6222 G i Polyflex SA P FR ASTM D5222 G I Polyfresko G SA ASTM D6222 G I PDlyfresko G SA FR ASTM D6222 G Polykocl A5TM D6222 5 1 5. MIMITATIONS: S.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Niernmen, 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 HVHZ jurisdictions. 5.3 Refer to a current Approved Roofing Materials Directory for fire ratings ofthis product. 5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2643.6 apply. 5.5 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. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5-6 For recover installations, the existing roof shall be examined in accordance with FBC 1511. 5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDl, 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 (January 2016) for Zone 2/3 enhancements. 5.8 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. 5.9 For mechanically attached insulation or membrane 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 and analysis shall be in accordance with ANSI/SARI FM -1 or Testing Application Standard TAS 105. 5.10 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. NFMO ETC, LLC Evaluation Report P9290.02.0a-RZ4 ccrrifjwte ofAvthorizotion 02455 GT" EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-RZ6 Polyglass Modified Bitumen Roof systems; (9541233-1330 Revision 24: 10/14/2019 Page 4 of 5 NMEMO I etC. 5.11 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 Lass Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES -1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or 1609.3(3). 5.13 All products in the roof assembly shat! have quality assurance in accordance with FAC Rule 61G20-3. For non- Polyglass components listed within wind uplift rated assemblies in Appendix 1, refer to the Product Approval of the component manufacturer. ■ 6.1 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. 6.2 System attachment requ'rements for wind load resistance are set forth in Appendix 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 FBG 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. REQUIREMENTS:7. BUILDING PERMIT As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANdA'auRiNG PLANTS: Contact the noted CA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements UL LLC— QUA9625; (314) 578-3406, k.chancellor@us.ul.com - THE 81 -PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - NEMO ETC, ILC Evaluation Report P9290.02.09-RZ4 Certifi-tr afAuth.6- ion #32455 6' EDITION {2017} FBC NON-HVHZ EVALUATION FL1654-1126 Polyglass Modified Bitumen Roof Systems; (9541233-1330 Revision Z4: 10/14/2019 Page 5 of 5 ONEMOjetc. APPENDIX TABLE 1: ArrAcmMENT REQUIREMENTS FOR DECK WIND Uplui ftsimi APPLICATION TYPE DESCRIPTION PAGE 1A Wood New or Rerouf (Tear -Off) A-1 Bonded Insulation,. Bonded Roof Cover 5 1B Wood New or Reroof (TearOff)A-2 Mech. Attached Anchor Sheet, Sanded Insulation, Banded Roof Cover 5-10 1C Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Banded Insulation, Bonded Roof Cover 11-12 1D Wood New, Reroof (Tear -Off) or Recover 3 Mech. Attached Base insulation, Bonded Top Insulation, Bonded Roof Cover 13 1E Wood New, Reraof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 13-16 1F Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 17-20 1G Wood New or Reraof (TearOff)E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 21-25 1H Wood New, Reroof (Tear -Off) or Recover E Non -insulated, M2CI1. Attached Base Sheet (screws & plates), Bonded Roof Cover 26-32 11 Wood New or Reroof (Tear -off) F Non -Insulated, Bonded Roof Cover 33 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Tap Insulation, Bonded Roof Cover 34-36 ZB Steel or Structural concrete New, Reroof (Tear -Oft) or Recover C Mech. Attached insulation, Bonded Roof Cover 37-43 2C Steel or Structural concrete New, Reroof (Tear -Off} or Recover D-1 Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 44-45 2D Steel or Structural concrete New, Reroof (Tear -Off) or Recover 0-2 Insulated, Mech. Attached Velociflex, Bonded Roof Cover 46-47 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48-58 33 Structural concrete New or Reroof (Tear -Oft} F Non -Insulated, Bonded Roof Cover 58 4A Lightweight concrete New or Reroof (TearOff)A-1 Bonded Insulation, Bonded Roof Cover 59-62 4B Lightweight concrete New or Rereof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Banded Roof Cover 63 4C Lightweight concrete New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 64-68 5A Cementitious wood fiber New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 69 5B Cementitious wood fiber Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Raof cover 70-71 5C Cementitious wood fiber Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 72 SO Cementitious wood fiber Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 72 5E Cementitious wood fiber Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 72 6A Existing gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 73-75 66 Existing gypsum Reraof {Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 76 6C Existing gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 76 6D Existing gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 76 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 77-81 7B Various Recover F Nan -Insulated, Bonded Base Sheet, Bonded Roof Cover Si The following notes api to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof cum currents. Roof decks and structural members shall he in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: .' Wood: Minimum 0.75 -inch penetration. ➢ Steel: Minimum 0.75 -inch penetration and engage the top flute of the steel deck. ➢ Structural concrete: Minimum 1 -inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. Ni ETC, ILC Evaluation Report P9290.02.08 -R24 for F1.1654-11ZB Certificate of Authorization #32455 1 EDITION (2317) FBC NON-HVHZ EVALUATION Revision 24: 10/14/2C19 02018 NEMD ETC, LLC Pulyglass Modified Bitumen Roof Systems; (954) 233-1334 Appendix 1, Page 1 of 81 NNEMD1 etc. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate,polystyrene, wood fiberboard, perlite,gypsum-based roofboard or mineral -wool roof board that meets the OA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1and, for foam plastic, FOC Chapter 26, when installed with the roof cover. 4. Minimum 200 psi, minimum 2 -inch thick lightweight insulating concrete may be substituted far rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shat{ be ofeclual or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FSC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 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 (January 2016). 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. D Hot asphalt (HA): Full coverage at 25-30 lbs%square. > Dow INSTA STIR Quik Set Insulation Adhesive (p -IS): Continuous D,75 to 1 -inch wide ribbons, 12 -inch o.c. ➢ Millennium one Step Foamable Adhesive (M-DSFA): Continuous 0.25 to D.5 -inch wide ribbons, 12 -inch o.c. ➢ Millennium PG -1 Pump Grade Adhesive (M -PG 1): Continuous 0.25 to 0.5 -inch wide ribbons, 12 -inch o.c. ➢ OMG OlyBone 500 (OB5e0): Continuous 0.75 to 1 -inch wide ribbons, 12 -inch o.c. (PaceCart or SpotShot). Note: Olyeond Green may he used where Ofyiiond500 is referenced. 9 Olyeond 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- 9 Note: When multiple layera(5J ofinsulation and/or coverboard are installed in ribbon -applied adhesive, boardjoints shall be staggered. i Nate: 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 (MDPii limitations. In no case shall these values he 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! ➢ Millennium One Step Foamable Adhesive (M-OSFA(: MPP -157.5 psf (Mon. 0.5 -inch thick) D Millennium PG -1 Pump Grade Adhesive (M -PGI): MDP -157.5 psf {Men. 0.5 -inch thick) ➢ OMG OlyBond 500 (08500): MPP -45.0 psf (Min. 0.5 -inch thick Multi -Max FA -3) ➢ OMG Olyllond 500 (06500}: MDP -187.5 psf (Min. 0.5 -inch thick 150 95+ GLI ? OMG OlyBond 500 (06500): MDP -315.0 psf (Min. 0.5 -inch thick El 3) ➢ OMG OlyBond 500 (08500): MDP -487.5 psf (Min. 0.5 -inch thick ACFaam II) ➢ ICP Adhesives & Sealants Polyset CR -20: MDP -117.5 psf (Min. 1.0 -inch thick) 8. Bonded polyisocyanurate insulation hoards shall be maximum 4 x 4 ft. 9-. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with F3C Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI W01, 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 (January 2016) for Zone 2/3 enhancements. 10. For fully bonded assemblies, the maximum design pressure far the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 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 at Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shalt be examined for compatibility and band performance with the selected adhesive, and the existing roof system (far recover) 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 ANSI/SPRI W1, ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. NEMO ETC, LLC Certificate of Authorization #32455 02018 NEMO ETC, LLC 6' EDITION (2017) FBC NDN-HVHZ EVALUATION Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Evaluation Report P9290.02.08-RZ4 for FL -1654-R26 Revision 24:1011412019 Appendix 1, Page 2 of 61 NMEMO I etc. 14. Lightweight Insulating Concrete (LWC) shall he cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWC is net referenced, the minimum design mix shall be 300 psi. In all cases, the minimum topcoat thickness is 2 -inches. For LWC over structural concrete, refererce is made to FBC Section 1917.4.1, Point 1. For "pre-existent" LWC references, listings were established through testing over lightweight concrete cast using only foaming agent (ASTM C896), water and Portland cement (ASTM 01501, with no proprietary additives, in accordance with procedures adapted by Miami -Dade BCCO (FBC CER1592). Unless otherwise noted, 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. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications REFERENCE PoLYGLAss ROOF COVERS LAYER rAATERIAL APPLICATION BP -AA Base Ply One or more plies Polyglass G2 Base, FBCApproved ASTM D4601, Type II Base and PI sheets, { Y PI One of more lies Pol lass PI. IV, Pol [ass PI VI, FBC Approved ASTM D2178, T y p Yg y Yg y pp Type IV or VI Hot Asphalt at 20-40 Asphalt -Applied( Note: Asphalt -applied sheets or insulation shall not be applied to paly flim surfaced membranes. lbs/square Base Ply One ply Elastobase (sand/sand(, Elastoflex V, Elastoflex S6, Elastoflex 56 HP, Elastoshield HT SBS-CA1 Elastoshield HT G, Elastoshield HT G FR, Etastofiex V G, Elastoflex V G FR, Elastoflex SG, Elastofex S6 HP, Elastoflex 56 G, Elastoflex PG350 at 1.5-2.0 Cap Pry 56 G FR, Elastoshield TS G, Elastoshield TS G FR, Palyfresko G SBS (sand -backed), Palyfresko G SBS FR (sand -backed) go[/square Base Ply One ply Elastabase (sand/sand), Elastoflex V, Elastoflex 55, Elastoflex 56 HP SBS-CA2 Elastoshield HT G, Elastoshield HT G FR, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex SG HP, Elastoflex 56 G, Elastoflex Polyplus 35 at 1.5-2.0 Ca p6 Cap y 55 G FR, Elastoshield TS G, Elastoshield T5 G FR, Polyfresko G SBS (sand -backed), Palyfresko G 565 FR (sand -backed) gal/square Base Ply or Ply One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex 56, Elastoflex SBS 56 HP, Elastoshield HT -AA Elastoshield HT G, Elastoshield HT G FR, Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex 56, Elastoflex S6 HP, Elastoflex 56G, Hot Asphalt at 20-40 (565, Asphalt -Applied) Cap Ply Elastoflex 56 G FR, Elastoshield TS G, Elastoshield TS G FR, Palyfresko G SBS (sand-backedl, Polyfresko G SBS FR (sand -backed) lbs/square Note: I Asphalt -applied sheets or insulation shall not be applied to poly -film surfaced membranes. Base Ply or Ply One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex 56, Elastoflex S6 HP, Elastushield HT SBS -TA Elastoshield HT G, Elastoshield HT FR, Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex 56, Elastaflex56 HP, Elastoflex 56 (SBS, Torch -Applied) Cap Fly G, Elastoflex 56 G FR, Elastoshieid T5 G, Elastoshield T5 G FR, Palyfresko G SBS (poly -film backed), Polyfresko G SB5 FR (poly -film Torch -Applied backed) SBS -SA -H Base Ply Elastabasp SA Self -adhering (followed Isar, Se16Adhering. Hy6.dd Syne,.) by torch -applied sheet} Base Ply One or more plies Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V Plus, Flastoflex SA V Plus FR, Elastoflex SA Base HD SBS -SA Cap Ply Elastoflex SA P, Elastoflex SA P FR, Polyrefled (585, Self -Adhering) Note: Unless otherwise noted, permissible membrane substratesforSIRS-SA ore fimited to the SBS -SA Base Ply options herein, Self -Adhering Elastobase (poly/sond) or Elastabase (poly/poly). _ APP-CA1 Cap Ply Polyflex G FR PG350 at 1.5-2.0 _ gal/square APP -TA Base Ply or Ply Cne or more plies Polyglass Base, Palyflex, Polybond (APP, Torch -Applied) Cap Ply I Polyflex, Polyflex G, Pulyflex G FR, Polybond, Polybond G, Palyfresko G, Polyfreska G FR Torch -Applied APP -SA -H Base Ply Polyflex SA Base Self -adhering (followed (APP, self -Adhering. Hybridsg1r 1 by torch -applied sheet) APP Cap Ply Polyflex SA P, Polyflex SA P FR, Palyfresko G SA., Polyfresko G SA FR, Pclykoal -SA {APP, Setf-Adhering) Note: Unless otherwise noted, permissible membrane substrates forAPP-SA are limited to the SHS -SA Base Ply options herein, Self -Adhering Elastobase (poly%sand) or Elastobase {poly%poly), NEMO ETC, LLC Evaluation Report P9290.02.08 -R24 for FL1654-R26 Certificate of Authorization #32455 bra EDITION (2017) FBC NON-HVHZ EVALUATION Revision 24: 10/14/2019 02018 NEMO ETC, LLC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 3 of 81 ONEMO etc. TABLE IE: WOOD DECKS .. SYSTENITYPEC: M ECHAN ICALLY ATTACHED INSULATION, BONDED ROOF COVER System Top Insulation Layer Roof Cover (Note 151 MDP Deck [iJdte 1) Base Insulation Layer Nu Type Fasten Attach Base Ply Ply Cap Ply (P5f) Min. 0.5 -inch Structodek High Density Min. 19/32- (Optional) One or mare Fiberboard Roof Insulation or min. (Optional if (Optional if axing W-49 layers, any combination, 0.25 -inch Dens Deck, Dens Deck Prime Dekfast Hex (aka, Dekfast PLT -H -Z-718) with Dekfast 1 per1.33 using AA Ply) AA Base) BP -AA, SBS -AA, 585 - inch plywood loose laid or SECUROCK Gypsum -Fiber Roof 012 DP R' BP -AA, SBS- 505 -AA, SBS -TA TA,APP-TA -82.5 Board AA or APP TA SILT-ADNFRING BASE PLY: )Optional) One or more Dekfast 014 with Dekfast Hex )aka, Dekfast PLT -H-2- 50 M. 15/3b layers, any Min. 1.5 -inch Polytherm, ACFoam 11, 7/8), OMG #lA HD with OG 3"Galvalume Steel M 1 per 2.67 (Optional] SBS- 56S -SA, APP - inch inch plywood combination, H -Shield or Polytherm Plates or Trufast HD with Trufast 3 -inch Insulation ftr 585 -SA SA, SBS -TA, APP- SA, 565 -TA, -30,0 loose laid Plates TA APP -TA (Optional) One or more Dekfast Hex )aka, Dekfast PLT -H-2-7/8) with Dekfast W -51 Min. 1S/32- layers, any combination, Min, 0,25 -inch Dens Deck. Prime or #14, OMG 3" Round Metal Plate with OMG Hp, 1 2 ft: SBS )Optional) Ses- SRS -SA, APP - inch plywood loose laid SECUROCK Gypsum -Fiber Roof Board OMG Flat Bottom Plate (Accutrac) with Roofgrip 414 per -SA SA, SBS -TA, APP- SA, 56.9 -TA, -30.0 or Trufast 3" Metal Insulation Plate with Trufast HD. TA APP -TA Polygrip #14 with Polygrip Hex Plate or Dekfast #14 (Optional far recover) with Dekfast Hex (aka, Dekfast PLT -H-2-7/8) or Min. One or more layers, any Min. 0.25 -inch SECUROCK Gypsum- Dekfast Galvalume Steel 3" Round (aka, Dekfast PI -T- W -5Z inch plywood plywood combination, min. 1- Fiber Roof Board optionally rimed 0 Y p R-3 or OMG #14 Rootgrip ) 8 P with OMG 3 in, Round 1 per 2 ftp SBS -SA None 565 -SA -45.0 inch, loose laid with POLYBRITE 745 or WD3000 Metal Plate, OMG 3 in. Ribbed Galvalume Plate (Flat) or Accutrac Flat Bottom Plate or Trufast 914 HD Fasteners with Trufast 3" Metal Insulation Plate (Optional far recover) Polygrip #14 with Polygrip Hex Plate or Dekfast #14 Min. 15/32- One or more layers, any Min. 0.25 -inch Dens Deck Prime with Dekfast Hex (aka, Dekfast PLT -H-2-7/8) or OMG W-53 Inch plywood combination, min. 1- optionally primed with POLYBR17E 745 014 Roofgrip with OMG 3 in. Round Metal Plate or 1 per 2ft2 Sli None S35 -SA -45.0 inch, loose laid or WB3000 Accutrac Flat Bottom plate or Trufast 014 HD Fasteners with Trufast 3" Metal Insulation Plate O tional far recover ( P ) Polygnp #14 with Polygrip Hex Plate or Dekfast DF- (Optional when Mein.. 15132- One or more la yn. any Min. 0.25 -inch SECUROCK Gypsum- 014 with Dekfast Hex (aka, Dekfast PLT -H-2-7/8) or 1per 1.78 u5ingtorch- SBS -SA, APP- W-54 Inch plywood combination, in. 1- Fiber Roof Board optionally primed OMG 014 Roofgrip with OMG 3 in, Round Metal ft, 5B5 -SA SA, SBS -TA or -45.0 inch, loose laid with POLYBRITE 745 or W83000 Plate or Accutrac Fiat Bottom Plate or Trufast H14 applied Cap Ply] APP -TA HD Fasteners with Trufast 3" Metal Insulation Plate 585 -TA, APA -TA Min. 15/32- (Optional for recover) One or more layers, an Min. 0.25 -inch Dens Deck Prime OMG 914 Roof r> with OMG 3 in.. Round Metal g p (Optional when SRS -SA, APP- inch Y y combination, min: i- optionally primed with POLYBRITE 745 Plate or Trufast p14 HD Fasteners with Trufast 3" 1 per 1.78 ftg SBS -5A using torch - SA, SBS -TA or X5.0 plywood or WB3000 Metal Insulation Plate applied Cap Piy} APP -TA inch, loose laid SBS -TA, APP TA (Optional) One or more Min., 0.25 -inch Dens Deck Prime, Dekfast 014 with Dekfast Hex (aka, Dekfast PLT -H -2- W-56 Min. 15,/32- layers an combination, y y DEKcell FA Glass Mat Roof Board or 7/8), 0 M 914 HO with OMG 3" Gall Steel 1 per 1 ft a SBS -SA (Optional) 5BS- SBS -TA, APP TA -60.0 inch plywood loose laid SECUROCK Gypsum -Fiber Roof Board Plates or Trufast HD with Trufast 3 -inch Insulation TA, APP -TA Plates NEMO ETC, LLC Evaluation Report P9290.02.D8-R24 for 71-16541 Certificate of Authorization #32455 6- EDITION (2017) FDC NON-HVHZ EVALUATION Revision 24: 10/1412019 ®2018 NEMO ETC, LEC Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 14 of 81 NEW I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY REPORTEVALUATION Hunter Panels Evaluation Report C32980.10.11 -R6 15 Franklin Street FE5968-R10 Portland, 04101 Date of Issuance: 10/18/2011 (717) 245-7070 00 Revision 6: 02/05/2019 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 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: H -Shield Roof Insulations LABELING. Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named products) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO I etc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number 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 3. Prepared by:_ -- t ?. t ^ s Robert J.M, Nieminen, P.E. , The facimilie seal appearing was authorized by Robert Florida Registration No. 59165, Florida DCAANE1983 ,., Nieminen, P.E. on 02/05/2019. This does notserve as an electronically signed document CERTIFICATION of INDEPENDENCE: 1. NEMO Ietc. 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. MEMO I etc. is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO I etc. nor Robert Nieminen, P.E. are, in anyway, 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. MEMO j etc. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub -Category: Insulation Compliance Statement: H -Shield Roof Insulations, as produced by Hunter Panels, have demonstrated compliance with the following sections of the 6" Edition (2017) 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 2603.3 T1508.2 1520.1 Property Flame Spread Physical Properties Physical Properties Standard ASTM E841 ASTM C1289 TAS 110 Year 2013 2013 2000 Entity Examination Reference Date ERD (TST6049) ASTM C1289 & TAS 110 C31640.04.10 04/06/2010 ERD (TST6049) ASTM C1289 & TAS 110 (FL) C42950.09.13-1A-Rl 03/04/2014 ERD (TST6049) ASTM C1289 & TAS 110 (PA) C42950.03.14 03/26/2014 ERD (TST6049) ASTM C1299 & TAS 110 (FL) C42950,02.14 -1A -R2 04/16/2014 ERD (TST6049) ASTM C1289 (IL) C46470.10.14 -1A-1 10/03/2014 ERD (TST6049) ASTM C1289 (IL) C46470.10.14 -1A-2 10/03/2014 ERD (TST6049) TAS 110 (IL) C46470.10.14 -1A -3A 10/03/2014 ERD (TST6049) ASTM C1289 (UT) 046470.01.15-1 01/08/2015 ERD (TST6049) TAS 110 (UT) C46470.01.15-2 01/08/2015 FM Approvals (TST1867) ASTM E84 3018331 08/30/2004 ITS(TST1585) ASTM E84 100114954SAT-001 B 06/08/2010 ICC -ES (EVL2396) 2015 1BC/IRC Compliance ESR -3174 12/01/2017 Miami -Dade (CER 1592) HVHZ Compliance 14-0505.08 11/06/2014 R&D Services (IAS TL -566) ASTM C1289 (TX) RD18149 02/26/2018 R&D Services (IAS TL -566) ASTM C1299 (NY) RD18229 04/02/2018 UL, LLC (CER 9626) UL1256 TJ3X.R18846 07/03/2013 UL, LLC (QUA9625) Quality Control Service Confirmation 02/04/2019 FL, IL, NY, PA, TX, UT The following insulations are mechanically attached or adhered to Approved substrates using fasteners, stress plates and adhesives, as outlined in the Roof System Product Approval. Product PRODUCTSTABLE 1: SUMMARY OF HUNTER INSULATION ASTM C1289 Dimensional Offering Plants Type T Class Grade Thick (in) Dimensions (ft) Non-HVHZ (C3289) HVHZ (TAS 110) H -Shield F 1 1 2 or 3 1 to 4 4x4 or 4x8 FL, IL, NY, PA, UT FL, IL, PA, UT H -Shield II 1 2 or 3 1 to 4.5 4x4 or 4x8 FL, IL, NY, PA, TX, UT FL, IL, PA, UT H -Shield (Tapered) II 1 2 or 3 0.5 to 4.5 4x4 FL, IL, NY, PA, TX, UT FL, IL, PA, UT H -Shield CG II 2 2 ar 3 0.5 to 4.5 4x4 or 4x8 FL, IL, NY, PA, TX, UT FL, IL, PA, UT 1 Numerical ratings as determined by ASTM E84 are not intended to reflect hazards presented by these materials under actual fire conditions. NEMO ETC, LLC Evaluation Report C32980.10.11 -R6 Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HVHZ & HVHZ EVALUATION FL5968-R10 H -Shield Roof Insulation Revision 6: 02/05/2019 Page 2 of 3 *NEMO I etc. ' Plants ft) Non-HVHZ (C1289) HVHZ (TAS 110) ASTM C1289 FL, IL, PA, UT Dimensional Offering Product FL, NY, PA, TX, UT FL, PA 4x8 FL, IL, NY, UT 48 FL FL, IL, UT FL IL N/A Type Class Grade Thick (in) Dimensions I H -Shield CG (Tapered) II 2 2 or3 0.5 to 4.5 4x4 H -Shield Premier II 2 2 or 3 1 4x8 H -Shield HD or HD90 II 4 1 0.5 4x3 H -Shield HD Composite CG IV N/A 2 2 to 4 nominal 4x4 of H -Shield WF IV N/A N/A 1.5 to 3.5 nominal 4x4 or H -Shield NB (OSB) V N/A N/A 1.5 to 4 nominal 4x! H -Shield NB (plywood) V N/A N/A 1.5 to 4 nominal 4xE Cool -Vent (OSB) V N/AN/A 2.5 to 5 48Cool-Vent (plywood) V N/A N/A 2.5 to 5 4xg Cool -Vent II (05B) V N/A N/A 2.5 to 6 4x8 Cool -Vent Il (plywood) V N/A N/A 2.5 to 6 4x8 *NEMO I etc. ' Plants ft) Non-HVHZ (C1289) HVHZ (TAS 110) FL, IL, NY, PA, TX, UT FL, IL, PA, UT UT UT FL, NY, PA, TX, UT FL, PA 4x8 FL, IL, NY, UT 48 FL FL, IL, UT FL IL N/A IL FL, IL, NY, PA, UT FL, IL, NY, PA, UT aILPA, IL IL 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 H -Shield NB, Cool -Vent and Cool -Vent fl with OSB as the top surface are not for use in FBC HVHZ jurisdictions. 5.3 Refer to roof system Product Approval (for uplift resistance) and an approved Roofing Materials Directory (for fire ratings; e.g., UL T1BX.R18845) for use and installation of H -Shield Roof Insulation_ If H -Shield Roof Insulation is not listed in the roof system Product Approval, a request may be made to the Authority Having Jurisdiction for local - approval provided that NFPA 276 or UL1256 internal fire; ASTM E108, UL790 or Testing Application Standard TAS 114, Appendix A external fire and/or FM 4474, UL1897 or Testing Application Standard TAS 114 wind uplift data, as applicable, is provided specifically with the subject roof cover. 5.4 All products in the roof assembly shall have quality assurance in accordance with the F.A.C. Rule 61G20-3. 6.1 H -Shield Roof Insulation shall be installed in accordance with Hunter Panels' published installation instructions, coupled with attachment requirements set forth in the roof system Product Approval documentation and approved Roofing Materials Directory (for fire ratings). 6.2 The maximum board size for bonded applications is 4 x 4 ft. As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Table 1 for products and locations having qualified under ASTM C1289-13 and TAS 110. UL, LLC—QUA9625; (847) 664-3281 - END OF EVALUATION REPORT - NEMO ETC, LLC Cerh'ficate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ & HVHZ EVALUATION Evaluation Report 032980.10.11-R6 H -Shield Roof Insulation FL5968-R10 Revision 6: 02/05/2019 Page 3 of 3