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Evaluation Report
Mir MAR 0 9 2022 ST. Lucie County, Permitting a Certificate of Authorization #32455 353 Christian Street, Unit #13 r� Oxford, CT 06478 (203) 262-9245 ENGINEER I -VALUATE TEST CONSULT 10 Quadadrat Dl Drive 3- Evaluation Report 15920.09.17-RS 10 Q Wadsworth, ON 44281 FL23301-R£ ®ate of Issuance: 09/27/2017 (800) 356-35Z1 Revision.& 12/15/2021 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and. the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated.for compliance with the 7th Edition (2020) Florida Building Code, High Velocity Hurricane Zone sections noted herein. {IDESCRIPTION: Soprema Modified Bitumen Roof Systems for use in FBC 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 MEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). MEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with. each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "MEMO Evaluated" maybe displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done imits 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 6, plus a 148-page Appendix. Prepared by: et d ysgne _ Robert J.M. .M. Nieminen, P.E. .- :.''�9 -- ^r ';^�•-;,__.::`. Florida Registration No. 59166, Florida DCA ANE1983 '•,,��� :.:.:::•••'-•.=:' The facsimile seal appearing was authorized by Robert . :�.,,',^'; '`„•�`'` Nieminen, P.E. on 12/15/2021. This does not serve as an II document. CERTIFICATION OF INDEPENDENCE: ectromca Y. 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 Recordfor 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. ©2019 NEMO ETC, LLC ROOFING SYSTEMS EVALUATION: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: Soprema Modified Bitumen Roof Systems, as produced by Soprema, Inc., have demonstrated compliance with the following sections of the 7th Edition (20201 Florida Building Code, HVHZ through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Section Promr-ty Standard Year TAS 110 Resistance to Foot Traffic TAS 114, Section 8.9 2011 TAS 110 Wind resistance TAS 114, Appendix C, D or J 2011 TAS 110 Susceptibility to Hail Damage TAS 114, Appendix F 2011 TAS 110 Susceptibility to Leakage TAS 114, Appendix G 2011 TAS 110 Material standard ASTM D2178 2015 TAS 110 Material standard ASTM D4601 2012 TAS 110 Material standard ASTM D4897 2009 TAS 110 Material standard ASTM D6162 2015 TAS 110 Material standard ASTM D6163 2015 TAS 110 Material standard ASTM D6164 2011 TAS 110 Material standard ASTM D6298 2013 Entr[v ERD (TST6049) Ex_m ASTM 06163 Reference 535860.05.12-1-R1 Date Ta0,/,2 Entity FM (TST1867) Exam FM Reference Date ERD (TST6049) ERD (TST6049) ASTM D6163, G155 535860.05.12.1-R1 ASTM 01 01/12 FM (7571867) 4470/4474 FM 4470/4474 3028631 3029096 08/09/07 10/25/07 ERD(TST6049) D6164 ASTM 06164 535860,05.12-2-R3 S35860.05.12-3-R1 OS/08/1Z 05/08/12 FM ITST1867) FM FM 4470/4474 797-03385-267 01/23/08 ERD (TST6049) ER0(TST6049) ASTM D6164, G155 S35860.05.12-2-R3 05/08/12 (TST1867) FM (TST1867) FM 4470/4474 FM 4470/4474 3032109 3032172 07/21/08 06/12/09 ERD (TST6049) ASTM 06163 ASTM D6164,G155 539970.07.12-18 S43400.08.14-7-R1 07/12/12 FM (TST1867) FM 4470/4474 3036182 07/31/09 ERD (TST6049) ASTM D6163 543400.08.14-4-R1 08/08/14 08/26/14 FM (TST1867) FM (TST1867) FM 4470/4474 FM 4470/4474 - 797.05952.267 3042559 10/15/10 ERD (TST6049) ERD (TST6049) ASTM D6163, G155 ASTM D5164 543400.08.14-5-R1 08/26/14 FM (TST1867) 1 FM 4470/4474 3042905 (released) 06/28/12 01/10/12 ERD(TST6049) ASTM D6164, G155 543400.08.14.6 S43400.09.14.9 08/29/14 09/02/14 FM (TST1867) FM (TST1867) FM 4470/4474 FM 4470/4474 797.07067-267 3043007 02/01/12 ERD (TST6049) ERD (TST6049) ASTM D4601 ASTM D6163,G155 544110.09.14-7A S44110.09.14-3 09/08/14 FM (TST1867) FM 4470/4474 3044630 02/09/12 02/10/12 ERD (TST6049) ERD ASTM D6298 S43400.09.14-30 09/08/14 09/08/14 FM (TST1867) FM (TST1867) FM 4470/4474 FM 4470/4474 3044901 797.07177-Z67 02/27/12 02/27/12 (TST6049) ERD (TST6049) ASTM OS164 ASTM D6164 543400.12.14-8 S44110.01.15-4A-R3 12/10/14 FM (TST1867) FM 4470/4474 3044004 03/16/12 NEMO (TSTG049) ASTM 06163, G155 4-SOP-18-001.05.18-1 01/12/15 05/11/18 FM (TST1867) FM (TST1867) FM 4470/4474 FM 4470/4474 3045734 797-07300.267 04/04/12 NEMO (TST6049) NEMO (TST6049) ASTM D4601 ASTM D6164 4-SOP-18.001.05.18 05/18/18 FM (TST1867) FM 4470/4474 797-07330.267 05/01/12 05/09/12 NEMO (TST6049) ASTM D6164 4S-SOP-18.001.08.18-3 45-SOP-18-001.03.19.A 09/26/18 03/05/19 FM (TSTi667) FM (TST1867) FM 4470/4474 FM 4470/4474 797-07436-267 06/11/12 NEMO (TST6049) NEMO (TST6049) ASTM 04601 ASTM D4601 4q-SOP-19-55MBB-01.A 03/11/19 FM (TST1867) FM 4470/4474 797.07582-267 3046328 (released) 08/15/12 09/13/12 NEMO (TST6049) ASTM 04601 4q-S0P-19-55MB8.01.B 4q-S0P-I9-5SM3B-01.0 03/11/29 03/12/19 FM (TST1867) FM (TST1867) FM 4470/4474 FM 4470/4474 3041769 (released) 09/27/12 MEMO (TST6049) ASTM D6163 4q-S0P-20-5SM8B-01.A 11/05/20 FM (TST1867) FM 4470/4474 3045363 (released) 797-07782-267 10/12/12 10/23/12 NEMO (TST6049) NEMO (TST6049) ASTM D6164 ASTM D6164 4q-50P-20-55MBB-01.8 11/05/20 FM (TST1867) FM 4470/4474 3045101 11/05/12 NEMO (TST6049) ASTM 06164, G155 4q-50P-20-SSMBB-01.0 4q-50P-20-55MB8-01.D 11/05/20 11/05/20 FM (TST1867) FM (TST1867) FM 4470/4474 FM 4470/4474 797-07866-267 11/21/12 NEMO (TST6049) ASTM D6163 4q-S0P-2I-SSM8B-01.A 05/04/21 FM (TST1867) FM 4470/4474 3046765 797-08179-267 02/15/13 03/25/13 NEMO (TST6049) NEMO (TST6049) ASTM D6164, G355 ASTM 4q-50P-20-SSM88.02.A 05/04/21 FM (TST1867) FM 4470/4474 797-08292-267 04/22/13 PRI(TST5878) D6163, G355 ASTM D2178,IV 4q-S0P-2I-SSM88.02.A SOP-040-02.01 10/04/21 FM (TST1867) FM 4470/4474 797-'08332-267 06/04/13 PRI MT5878) ASTM D2178,VI SOP-041-02.01 02/27/12 02/27/12 FM (TST1867) FM (TST1867) FM 4470/4474 FM 4470/4474 797-08475-267 06/25/13 PRI(TST5878) ACRC ASTM D4897 MSA-006.02-01 06/17/15 FM (TST1867) FM 4470/4474 3047439 797.08591-257 07/Z2/13 08/14/13 (TST4671) ACRC(TST4671) TAS 114 TAS 114 15.032 12/15/15 FM (TST1867) FM 4470/4474 3051109 12/29/13 ACRC(TST4671) TAS 114 15.033 15.034 12/15/15 12/16/15 FM (TST1867) FM (TST1867) FM 4470/4474 FM 4470/4474 3049322 797-09031-267 01/17/14 ACRC (TST4671) ACRC (TST4671) TAS 114 TAS 114 IS-035 22/16/15 FM (TST1867) FM 4470/4474 797-09I83-267 01/24/14 02/17/14 ACRC(TST4671) TAS 114 15.036 15-049 12/17/15 01/04/16 FM (TST1867) FM (TST1867) FM 4470/4474 797.09280.267 04/02/14 FM 4470/4474 797-09311-257 04/14/14 NEMO ETC, LLC Evaluation Report 15920.09.17-R8 Certificate of Authorization N32455 7- EDITION (Z020) FBC HVHZ EVALUATION F1.23301-118 SOPREMA Modified Bitumen Roof Systems Revision 8:12/1S/Z021 Page 2 of 6 Enti2 ACRC (TST4671) ACRC(TST4671) Air -Ins (TST6679 CTL(TST1577) CTL(TST1577) ERD (17SM49) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD(TST6049) ERD(TST6049) ERD(TST6049) ERD (TST6049) ERD (TST6049) ERD(TST6049) ERD(TST6049) ERD (TST6049) ERD(TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD(TST6049) ERD(TST6049) ERD (TST6049) ERD(TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD(TST6049J ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD. (TST6049) ERD(TST6049) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST3867) FM (TST1867) FM (TST1867J FM (TSTi867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TMB67) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) FM (TST1867) NEMO ETC, LLC Certificate of Authorization N32455 Enam TAS 114 TAS 114 Physicals TAS 114 TAS 114 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474. FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 Criticality FM 4470/4474 FM 4470/4474 Criticality FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 Criticality Criticality FM 4470/4474 FM 4474 Criticality FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 Reference 25.049 19-003 AS-00561-A CTLA 10113 COLA 101R-A 2738.10.00.1 2109.08.02 2761.09.03 2764.09.03 2761.10.03.2 2766.12.03 2760.12.04•111 2760.01.05.3 02848.04.05 2778.07.05 2759.11.05 2774.04.05-R1 2779.11.05-RI 514000.08.09-R2 530440.09.10.2-R2 539320.01.12-RS S43200SC 5450M.08.13 S45340.10.13 S47170SC 547160.01.14 7075.06.14 547300.06.14-2 SC6620.30.14 545340.10.14 543210.11.14 7075.11.14 NG-SC9815.11.15 SOP-SC12130.09.16 SOP-SC11825.16 SOP-SC13130.10.16 CEL-SC12910.11.16 SOP-SC14555.07.17 ICP-SC36225.09.17 SOP-SC14545.10.17 SOP-SC14560.12.17 SOP-SC36600.12.17-2 S31440.11.103-R3 1WBAI.AM 3X3A7.AM 28BA4.AM 1D7A4.AM 3011494 3009610 3002351 301g751� 3018579 3008411. 3010173 3017614 3022038 3024594 3026028 3023458 3023749 3024311 3025185 3026964 3030926 Date Entity O1/08/16 FM (T5T1867) 06/11/19 FM (TST1867) 10/29/12 FM (TST3867) 09/23/08 FM (TST3867J 09/23/08 FM (TST3867) 10/20/00 FM (TST3867J 08/06/02 FM (TST1867) 09/02/03 FM (TST3867) 09/16/03 FM (TST1867) 10/03/03 FM (TST3867) 12/02/03 FM (TST1867) 12/23/04 FM (TST1867) 02/22/05 FM (TST3867J 04/26/05 FM (TST3867) 07/15/05 FM (TST1867) 11/07/05 FM (TST1867) 04/18/07 FM (TST1867) 04/18/07 FM (TST1867) 10/09/09 FM (TST1867) 06/01/10 FM (TST1867) 05/24/12 FM (TST1867) 10/21/12 FM (TST1867) 08/13/13 IRT(TST5296) 10/02/13 IRT(TST5296) 12/19/23 IRT(TST5296) 02/07/14 NEMO (TST6049) 06/25/14 NEMO (TST6049) 08/19/14 NEMO (TST6049) 10/06/14 NEMO (T5T6049) 10/15/14 NEMO (TST6049) 11/10/14 NEMO (TST6049) 11/20/14 NEMO (TST6049) 11/06/15 NEMO (TST6049) 09/14/26 NEMO(TST6049) .10/19/16 NEMO (TST6049) 10/25/16 NEMO (TST6049) 11/02/16 NEMO (TST6049) 07/24/17 NEMO (TSTG049) 09/06/17 NEMO (TST6049) 10/24/17 NEMO (TST6049) 12/15/17 NEMO (TST6049) 12/18/17 NEMO (TST6049) 12/16/10 NEMO (TST6049) 02/04/94 NEMO (T5T6049) 09/08/94 NEMO (TST6049) 07/02/97 NEMO (TST6049) 11/09/98 NEMO (TST6049) 08/22/01 NEMO (TST6049) 10/15/61 NEMO (TST6049) 02/28/03 . NEMO (TST6049) 08/27/03 NEMO (TST6049) 10/09/03 NEMO (TST6049) 11/03/03 NEMO (TST6049) 02/24/04 NRC-CNRC 02/27/06 PRI(TST5878) 04/05/06 PRI(TST5878) 05/19/06 PRI(TST5878) 05/25/06 PRI(TST5878) 07/18/06 PRI(TST5878) 11/28/06 PRI(TST5878) 11/01/06 PRI(TST5878) 05/22/07 PRI(TST5878) 07/25/07 PRf (TST5878) 08/07/07 PRI(TST5878) PRI(TST5878) UL(QUA9625) 7TH EDITION (2020) FBC HVHZ EVALUATION. SOPREMA Modified Bitumen Roof Systems Exam FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 447014474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 Crlticarity FM 4470/4474 FM 4470/4474 Criticality TAS 114 TAS 114 TAS 114 FM 4474 FM 4474 Criticality Criticality FM 4474 FM 4474 FM 4474 FM 4474 Criticality FM 4474 FM 4474 FM 4474 Criticality Criticality FM 4474 FM 4474 FM 4474 FM 4474 FM 4474 FM 4474 Criticality FM 4474 FM 4474 Criticality FM 4474 FM 4474 Criticality FM 4474 Wind Uplift FM 4474 FM 4474 FM 4474 FM 4474 FM 4474 Criticality FM 4470 FM 4474 FM 4474 Criticality FM 4474 Quality Control Reference 797-09314-267 3049890 3047351 3053841 3053933 3055384 3051831 3051109 RR203007 3054633 3057342 (data) RR203472 3055207 3055167 3053475 3059307 3057888 3057578 3063970 3093320 PR456300(data) PR454634 02-017 02.022 02.031 4-SOP-18-005; C-1B 4-SOP-18.005.04.18-2 45-SOP-18-001.08.18.5 45-SOP-18-004.09.18 4 L-SOP-18.005.09.18.2 4L-SOP-18-00S.07.18.3 4 L-SOP-18.005.08.18.2 NG-SC36705.10.18 41-SOPC-I9-SSCRT-02 4 L-50 P-18-005.08.18.1 41.-SOP-I8.005.02.19-A 4a-SOP-I9-LS W US-02.A 41-SOP-I9-SSCRT-02. A 4i-SOP-19-55CRT-01.A ,la-SOP-I9-LS W US-05.A 4 a-ICP-19-LS W US-01.A 4a-SOP-I9-LSWUS-07.A 4a-S0PC-I9-LS W US-01.A 4a-SOP-I9-LS W US-08:A 4a-SOP-I9-LS W US-09.A 4p-ICP-19-5SLAP-04 4a-50PC-20- SWUS-01.A 4a-NG-20-LSWUS-02.A 4 i-50P-20-SS CRT-01.A 4a-SOP-2I-LS W US-05.A 4a-50P-21-LS W US-03.A C-50P4I-SSCRT-03 4a-SOP-2I-LSWUS-06 NRCC-45988 SOP-012.02.01 SOP-012-02-02 SOP-033-02-01 SOP-074-02.01 SOP-089-02-01 SOP-090.02-02 SOP-082.02-01 SOP-126-02-01 PRS-076.02-01 SOP-147-02.01 410T0004 Service Confirm Date O4/21/14 06/20/14 10/09/14 12/02/14 03/17/15 03/27/15 04/14/15 05/21/15 12/14/15 12/18/15 11/23/15 0I/05/16 02/09/16 02/10/16 02/11/16 12/13/16 01/16/17 12/07/17 09/14/18 07/12/19 03/11/20 02/08/21 04/16/02 06/07/02 09/05/02 03/27/28 04/04/18 08/31/18 09/19/18 09/20/18 09/26/18 09/26/18 10/29/28 10/16/19 OV25/19 02/12/19 04/25/19 09/16/19 10/22/19 10/23/19 11/08/19 11/20/19 03/10/20 05/13/20 OV15/20 05/28/20 09/15/20 12/03/20 03/03/21 06/01/21 09/10/21 12/13/21 12/15/21 02/28/03 05/08/12 05/08/12 05/10/12 04/19/16 W/22/16 12/16/16 12/16/16 05/18/17 02/21/18 11/01/18 03/13/20 04/02/19 Evaluation Report 15920.09.17-118 FLZ3301-RS Revision 8:12/15/2021 Page 3 of 6 n: i;�a�lU[ciil�s'teJ alsil[olty, .. • _ - - - 4.1 This Evaluation Report covers Soprema Modified Wtumen Roof Systems installed in accordance with Soprema published installation instructions and the Limitations/ Conditions of Use herein. TABLE 1 EVALUATED MEMBRANES Type Product Material Standard Plant(s) Reference T MODIFIED SOPRA G ASTM D4601 V11 2, grade N/A Ms, OH SOPRABASES ASTM D4601 2 N/A OH Base Sheets SOPRABASE TG ASTM D4601 2 N/A MS, OH ULTRA-STICIC NAILBASE ASTM D4601 2 N/A OH' SOPRA 4897 ASTM D4897 N/A N/A AL Ply Sheets SOPRA IV ASTM D2178 4 N/A AL SOPRA VI . ASTM D2178 6 N/A AL Mechanically SOPRAFIX Base 611 ASTM D6164 1 5 MS' OH Attach ached, ed, SOPRAFIX Base 612 ASTM D6164 1 S MS°, OH Smooth SBS SOPRAFIX Base 613 ASTM D6164 1 S P MS , OH Membranes SOPRAFIX Base 622 ASTM D6164 1 S MS' OH SOPRAFIX Base 614 ASTM D6164 2 S MS° OH ELASTOPHENE Flam HS ASTM D6162 3 S MS° ELASTOPHENE HS Sanded ASTM D6162 3 S MS' COLVENTTG ASTM D6163 1 S OH ELASTOPHENE Flam 2.2 ASTM D6163 1 S MS, OH ELASTOPHENE Flam 3.0 ASTM D6163 1 S MS*, OH ELASTOPHENE Flam Stick ASTM D6163 1 S QC ELASTOPHENE PS 2.2 ASTM D6163 1 S OH ELASTOPHENE PS 3.0 ASTM D6163 1 S OH ELASTOPHENESanded 2.2 ASTM D6163 1 S MS'l OH ELASTOPHENESanded 3.0 ASTM 06163. 1 S OH ELASTOPHENESP 2.2 ASTM D6163 1 5 OH ELASTOPHENESP 3.0 ASTM D6163 1 5 MS', OH ELASTOPHENEStick ASTM D6163 1 5 OH Base Ply and Ply ELASTOPHENE ULTRA-STICIC ASTM D6163 1 S OH* Membranes COLVENT180TG ASTM D6164 1 5 OH COLVENT Flam 180 TG ASTM D6164 1 S OH SOPRALENE 180 PS 2.2 ASTM D6164 1 S Ms, OH SOPRALENE 180 PS 3:0 ASTM D6164 1 S MS, OH SOPRALENE 180 Sanded ASTM D6164 1 5 MS, OH SOPRALENE ISO Sanded 2.2 ASTM D6164 1 S MS', OH SOPRALENE 180 SP 3.0 ASTM D6164 1 S MS', ON SOPRALENE 180 SP 3.5 ASTM D6164 1 S MS, OH SOPRALENE Flam 180 ASTM D6164 1 S MS*, OH SOPRALENE Flam Stick ASTM D6164 1 S MS*, OH SOPRALENE Stick ASTM D6164 1 5 MS*, OH SOPRALENE ULTRA -STICK ASTM D6164 1 S OH SOPRALENE 250 Sanded ASTM D6164 2 S OH SOPRALENE 250 SP ASTM D6164 2 S OH SOPRALENE Flam 250 ASTM D6164 2 S MS° OH *Indicates membrane/plant combination is Certified by ISO/IEC17065 Certification Entity, • NEMO/cert.0 to the noted standard. Referto www.nemocert.com for details. MEMO ETC, LLC Evaluation Report 15920.09.17-118 Certificate of Authorization k32455 7-EDITION (2020) FBC HVHZ'EVALUATION FL23301-RB SOPREMA Modified Bitumen Roof Systems .Revision 8:11/15/2021 Page 4 of 6 ':k { if �� •fir~ / TABLE EVALUATED MEMBRANES Type Product Material Standard Reference Type Grade Plants) ELASTOPHENE Flam HS FR GR ASTM D6162 3 G MS* ELASTOPHENE HS FR GR ASTM D6162 3 G MS° , ELASTOPHENE Flam FR GR ASTM D6163 1 G MS, OH ELASTOPHENE Flam LS FR GR ASTM D6163 1 G MS, OH ELASTOPHENE FR GR ASTM D6163 1 G Ms, OH ELASTOPHENE LS FR GR ASTM D6163 1 G MS, ON ELASTOPHENEStick FR GR ASTM D6163 1 G OH ELASTOPHENE ULTRA -STICK FR GR ASTM D6163 1 G OH* Cap Ply Membranes SOPRALENE 180 FR GR ASTM D6164 1 G MSC, OH SOPRALENE Flam 180 FR GR SOPRALENE Flam 180 GR SOPRALENE ULTRA -STICK FR GR SOPRALENE 250 FR GR ASTM D6164 ASTM D6164 ASTPA D6164 ASTM D6164 1 1 1 2 G G' G G MS°; OH MS, OH pHo OH SOPRALENE Flam.250 FR GR ASTM D6164 2 G OH UNILAY ASTM D6164 2 G pH SOPRALAST 50 TV Alu I ASTM D6298 1 N/A OH SOPRALAST 50 TV Alu Sanded ASTM D6298 1 N/A OH "Indicates membrane/plant combination is Certified by ISO/IEC 17065 Certification Entity; NEMO/cert0 to the noted standard. Refer to www.nemocertcbm for details, lll!iA!1L`r•cidlo]ilf ! _ T 5.1 This is a Building Code Evaluation. Neither MEMO 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 Non -High Velocity Hurricane Zone jurisdictions. 5.3 The evaluation herein pertains to above -deck roof components; deck -attachment details pertain to 'as -tested' conditions under Testing Application Standard TAS 114, Appendix S. Roof decks shall be in accordance with FBC HVHZ requirements to the satisfaction of'the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC HVHZ 2516 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 Roofing Application Standard RAS 311 for requirements and limitations regarding edge securement for low -slope roofs. 5.6 Refer to FBC HVHZ 1521 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 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 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 Testing Application Standard TAS 124. NEMO ETC, LLC Evaluation Report 15920.09.17-118 Certificate of Authorkation N32455 7TH EDITION (2020)FBC HVHZ EVALUATION FL23301-R8 SOPREMA Modified Bitumen Roof Systems Revision a;12/15/2o21 Page 5 of 6 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 Testing Application. Standard TAS 114 has already been applied). Refer to FBC HVHZ 1620 and Roofing Application Standard RAS 128 for determination of design wind loads. 5.7.2 For mechanically attached components, 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 HVHZ 1620 or Roofing Application Standard RAS 128. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Analysis shall be in accordance with Roofing Application Standard RAS 117 or Roofing Application Standard RAS 137. 'This eirtraPolation is not permitted for systems rnarlced with an asterisk". 5.7.3 For assemblies marked with an asterisk*, the maximum design pressure(MDP) limitation shall be applicableto all roof pressure zones. Rational analysis is not permitted. 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. Soprema Modified Bitumen Roof Systems shall be Installed in accordance with Soprema published installation instructions, subject to the Limitations / Conditions of Use herein. DYUinnlldic ail `iis'All ��11�:01411'.iYil�h�bd�: - _ ' � - As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of'this product. I � ? _:7aY,1ji,�wSdJl�+e�(t•iilu.'.�{En�Ccl;-fi�Ytiiii �=c;; - - -- -- - - - _' - -- _ - - - Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 6IG20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. UL LLC QUA9625, (360) 817-5512; Vlnycia.Seman@ul.com THE 148-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - MEMO ETC, LLC Evaluation Report 15920.09.17-R8 Certl&are of Aurhorizarlon #32455 7TM EDITION (2020) FBC HVHZ EVALUATION F1.23301-118 SOPREMA Modified Bitumen Roof Systems Revision 8:12/15/2o21 Page 6 of 6 DECK IA Wood 18 Wood 1c Wood 1D Wood 1E Wood 1F Wood 2A Steel 28 Steel or Structural Concrete 2c Steel or Structural Concrete 20 Steel 2E Steel 3A Structural Concrete 3B Structural Concrete 3c Structural Concrete 3o Structural Concrete 4A Lightweight Concrete 4B Lightweight Concrete 4c Lightweight Concrete 4D Lightweight Concrete 4E Lightweight Concrete / steel or CWF 4F Lightweight Concrete 4G Lightweight Concrete / steel 4H Lightweight Concrete / concrete 5A Cementitious Wood Fiber 58 Cementitious Wood Fiber Sc Cementitious Wood Fiber 5D Cementitious Wood Fiber SE Cementltious Wood Fiber or Reroof New or Reroof New, Reroof (T New or Reroof New, Reroof (T New, Reroof (T New or Reroof New, Reroof (T New, Reroof (T New, Reroof (T New, Reroof (T New, Reroof IT -.. 68 —1,115 vyNw"' Existing Gypsum Reroof( Reroof 6c Existing Gypsum Reroof 6D Existing Gypsum Reroof ( 6E Existing Gypsum Reroof 6F Existing Gypsum Reroof( 6G Existing Gypsum Reroof( 6H Existing Gypsum Reroof (' 7A Various Recover 7B Existing LWIC or Gypsum Reroof (' 7c Existing LWIC Reroof (' 7o Existing LWIC or Gvosum ON TYPE = y ff) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, BondedPTION Roof Cover or Recover 0-1 B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover Mech. ulation, B Attached Insonded Roof Cover or Recover 6-2 Insulated, Mechanically Attached SOPRAFIX, Bonded Roof Cover or Recover E-1 E-2 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover If) Non -Insulated, Mechanically Attached SOPRAFIX, Bonded Roof cover A-1 Bonded Insulation, Bonded Roof Cover or Recover or Recover 13-1 C-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover Mech. Attached Insulation, Bonded Roof Cover or Recover or Recover D-2 Insulated, Mechanically Attached SOPRAFIX, Bonded Roof Cover f) D-3 Insulated, Bonded & Mechanically Attached Base Membrane, Bonded Roof A-1 Bonded Insulation, Bonded Roof Cover f) or Recover A -la D_2 Bonded Temp Roof, Bonded' Insulation, Bonded Roof Cover or Recover or Recover or Recover Insulated, Mechanically Attached SOPRAFUf, Bonded Roof Cover F Nan -Insulated, Bonded Roof Cover A-1 LWC to Deck, Bonded Insulation, Bonded Roof Cover A-1 LWC to Deck, Bonded Vapor Barrier, Bonded Insulation, Bonded Roof Cover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover E-1 LWC to Deck, Mech. Attached Base Sheet, Bonded Roof Cover E-1 Thermal Barrier to Deck, Temp Roof to Barrier, LWC to Temp Roof, Mech. Attach E-2 LWC to Deck, Mechanically Attached SOPRAFIX, Bonded Roof Cover F LWC to Deck, Bonded Roof Cover F LWC to Deck, Bonded Roof Cover A-1 Bonded Insulation, Bonded Roof Cover A -la Bonded Thermal Barrier, Bonded Vapor Barrier, Bonded Insulation, Bonded Roof A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover C-1 Mech. Attached Insulation, Bonded Roof Cover D 1 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover E-1 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover A-1 Bonded Insulation, Bonded Roof Cover A-1 Temp Roof to Deck, Bonded Insulation, Bonded Roof Cover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover D4 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover D-2 Insulated, Mechanically Attached SOPRAFIX, Bonded Roof Cover E-1 Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover E-2 Non -Insulated, Mech. Attached SOPRAFIX, Bonded Roof Cover F Non -Insulated, Bonded Roof Cover A-1 Bonded Insulation, Banded Roof Cover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover E-1 Non-Jnsulated, Mech. Attached Base 5heet, Bonded Roof Cover E-2 Non -Insulated, Mech. Attached SOPRAFIX, Bonded Roof Cover F Non -Insulated Bonded Roof Cover NEKA0C�o PAGE 13-]5 Bonded Roof Cover 22-25 26-29 29-32 33-34 35-42 43-57 58-63 64-68 69 70-85 85 86-88 88 89-93 94-96 97 98=102 102-104 104-109 110 111-112 122-127 127-132 132-133 133 133 134 134-135 135 136-142 143-145 146 MO ETC, LLC rtificate of Authorization H32455 7n' EDITION (2020) FBC HVHZ EVALUATION Evaluation Report 1S920.09.17-R8 for � !019 MEMOC, LLC L23301-R8 ETSoprema Modified Bitumen Roof Systems; (800) 3SG-3521 Revision 8: 12/15/2022 Appendix 1, Page 1 of 148 The follOWinz notes army to the systems outlined he } % rein: �'� '� NEM®etc. on 1. The Deck-atf system tachment into' s-tested' Roof decks andstructuraImembersshallbeinaccordancewithFBCHVHZrequirementstothesatisfactionoftheAuthori Having Jurisdiction. Decl<-attachment details pertain to'as-tested' conditions under Testing Application Standard TAS 114, Appendix J. 2. Unless otherwise noted, fasteners and stress plates shall be as follows. Fastener shall be of sufficient length for the following engagements: Authority g o Wood Deck: OMG k14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Delcfast k14 with Hex Plate or 3" Round Insulation. Plate, Trufast #14 HD orSoprema H14 MP Fastener with Trufast 3" Metal Insulation Plate orSoprema 3" Metal Insulation Plate orSoprema #14 Fastener with Soprema 3 in. Insulation Plate. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. o Steel Deck: OMG k12 or 1114 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG tl12 Standard or HD with OMG 3 in. Galvalume Steel Plate, Delcfast It12 or H14 with Hex Plate or 3" Round Insulation Plate, Trufast t112 DP, Soprema #112 DP Fastener orTrufast H14 HD orSoprema #14 MP Fastenerwith Trufast 3" Metal Insulation Plate orSoprema 3" Metal Insulation Plate or Soprema tf12 or 1114 Fastener with Soprema 3 in. Insulation Plate. Minimum 0.75-inch steel penetration and engage the top flute oft lotionsteel deck. b Structural Concrete: H14 D, Roofgrip with Recessed or Flat Bottom Plate (AcMP Fa roc), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate, Dekfast H14 with Hex Plate or 3" Round Insulation Plate, Trufast H14 I sul Trufast Fluted Concrete Nail orSoprema H14 MP Fastenerwith Trufast 3" Metal Insulation Plate orSoprema 3"Metal Insulation Plate orSoprema 1l14 Fastener with Soprema 3 in. Insulation Plate. Minimum 1.25-inch embedment. Fastener installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. Unless otherwise noted, insulation may be any one layer or combination of FBC Approved (Local or Statewide) board(s) that meet FBC HVHZ 1516 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. if mechanical attachment to the structural deck through lightweight insulating concrete is proposed, field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or RAS 137. Calculations shall be prepared, signed and sealed by a qualified design professional. ne Preliminary insulation attachment for System Type D: Minimum fourfasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon AdhesivRate ,or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. e Hot asphalt: Full coverage at 25-30 Ibs/square DUOTACK: Continuous 0.5 to 0.75-inch wide ribbons, max.12-inch o.c. Note: DUOTACK 365 may be used anywhere DUOTAC!. is referenced. DUOTACK 365: Continuous SPF: 0.5 to 0.75-inch wide ribbons, max.12-inch o.c. DUOTACtC Continuous 2.5-inch wide ribbons, max. 12-inch o.c. Note: DUOTACK SPF may be used for insulation securement anywhere DUOTACK is referenced, except directly to existing gypsum ICP "Polyset CR-20": decks, in recover applications over existing smooth -surfaced asphaltic built-up roof (BUR) or when used to adhere expanded polystyrene. Continuous 2.5-3.5-inch wide ribbons, max.12-inch o.c. Trufast Roofing Adhesive Continuous 0.75 to 1-inch wide ribbons, max.12-inch o.c. Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon-appiled adhesive, boards shall be staggered from layer -to -layer. 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. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be 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 fora particular system in the tables, then the thinner board listed below maybe used as a drop-tn for the equivalent thicker material listed in the table. Adhesive Min. Tapered Thick (in.) DUOTACK,DUOTACK365orDUOTACICSPF: MDP sf ICP "Polyset CR-20": 0'S -1575 1.0 -117.5 Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. For mechanically attached components, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FB Roofing Application Standard RAS 128. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria in accordance with Roofing Application Standard RAS 117 or Roofing Application Standard RAS 137. 'This extrapolation is notpermittedforsystems marlred with an asterisle.. C HVHZ 1620 or :MO ETC, LLC rtificate of Authorization H32455 Evaluation Report 15920.09.17-118 for FL23301-R8 ?019 NEMO ETC, LLC 7- EDITION (2020) FBC HVHZ EVALUATION Soprema Modified Bitumen Roof Systems; (800) 356-3521 Revision 8: 12/25/2021 Appendix 1, Page 2 of 148. 10. For assemblies marked with an asterisk*, the maximum design pressure forthe selected assembly s .tip '�• permittedforthesesystems. e c. y hall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance in accordance with Testing Application Standard TAS 105. A qualified shall review the data for comparison to the minimum requirements for the system. Should the fastener resistance be less than that required, a revised fasteners acin sealed design professional in accordance with Roofing Application Standard RAS 117 or Roofin A Ilcation Standard RAS 137— may be submitted to the Building Official for review and acceptance. design professional For systems using Trufast Versa -Fast, the number ofVersa-Fast Fasteners installed through the Versa -Fast Plate may be increased from the minimum noted in oial for yield minimum required withdrawal a qualified 12. Refer to FBC HVHZ 1521 for requirements and limitations regarding recover installations. For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing 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 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 deck on its own n merit to thesatisfaction of the Authority Having Jurisdiction, as documented through field uplifttesting in accordance with Testing Application Standard TAS 124. cc 13. 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 HVHZApproved insulation board or coverboard may be 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 HVHZ 1516 and, for foam plastic, FBC Chapter when installed with the roof cover in Recover applications. p anon 26, 4. Lightweight insulating concrete (LWIC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction- Forsystems where specific LWIC is referenced, refer to current W FBC HVHZ Product Approval for specific deck construction and limitations. Unless otherwise noted, forsystems 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 lightweightC concrete cast using onlyfoaming 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 ofthese listings in new construction or re -roof (tear -off) applications is atthe discretion of the Designer or Record and Authority Having Jurisdiction.. .5. For bonded membrane applications, unless otherwise noted, refer to the following. REFERENCE LAYER MEMBRANEIADHESIVE COMBINATIONS ELASTOPH MATERIALS Base Sanded 2.2, S HS Sanded, ELASTOPHENE Sanded, ELASTOPHENE Sanded 3.0, ELASTOPHEN1.PS 2.2¢, "If, S IN ENE PS 3.0¢, SOPRALENE 180 APPLICATION. SBS-CA2 Sanded 2.2, SOPRALENE 180Sanded, SOPRALENE 180 PS 2.2¢, SOPRALENE 180 PS 3.0¢, SOPRALENE 2SO Sanded Cap: ELASTOPHENE H5 FR GR, ELASTOPHENE LS FR GR, ELASTOPHENE FR GR, SOPRALENE 180 FR GR, SOPRALENE 250 FR GR 0.5 to 1-inch wide ribbons ELASTOPHENE HS Sanded, ELASTOPHENE Sanded, ELASTOPHENE Sanded 3.0, ELASTOPHENE PS 2.20, ELASTOPHENE PS 3.0¢, SOPRALENE 180 COLPLY EF Adhesive spaced 505-CA3 Base/ Ply: as noted Sanded 2.2, SOPRALENE 180 Sanded, SOPRALENE 180 PS 2.24, SOPRALENE 180 PS 3.0¢1 SOPRALENE 250 Sanded Cap: ELASTOPHENE HS FR GR, ELASTOPHENE LS FR GR, ELASTOPHENE FR GR, SOPRALENE 180 FR GR, SOPRALENE 250 FR GR 2.5 gal/square hesive at 1.5 — Base/ PI ELASTOPHENE HS Sanded, ELASTOPHENE Sanded, ELASTOPHENE Sanded 3.0, ELASTOPHENE PS 2.2¢, ELASTOPHENE PS 3.0¢, SOPRALENE 180 SBS-CA4 y' Sanded 2.2, SOPRALENE 180Sanded, SOPRALENE 180 PS 2.2¢, SOPRALENE 180 PS 3.0¢, SOPRALENE 250 Sanded Cap: ELASTOPHENE HS FR GR, ELASTOPHENE GR, ELASTOPHENE LS FR GR, ELASTOPHENE FR GR, SOPRALENE 180 FR GR, SOPRALENE 250 FR GR COLPLV Adhesive at 1.5 - 2 BP -AA Base/ Ply: One or more MODIFIED SOPRA-G, SOPRABASE S, SOPRA IV, SOPRA VI gal/square Base/ Ply: ELASTOPHENE HS Sanded, ELASTOPHENE Sanded, ELASTOPHENE Sanded 3.0, ELASTOPI_ PS 2.2¢, ELASTOPHENE PS 3.0¢, SOPRALENE 180 Hot asphalt at 20-40 SBS-AA Sanded 2.2, SOPRALENE 180 Sanded, SOPRALENE 180 PS 2.2¢, SOPRALENE 180 PS 3.0¢, SOPRALENE 250 Sanded Cap: ELASTOPHENE H5 FR GR, ELASTOPHENE LS FR GR, ELASTOPHENE FR GR, SOPRALENE 180 FR GR, SOPRALENE 250 OR GR Ibs/square Base/ Ply: ELASTOPHENE H. Sanded, ELASTOPHENE Sanded, ELASTOPHENE Sanded 3.0, ELASTOPHENE PS 2.2¢, ELASTOPHENE PS 3.0 SOPRALENE 180 SBS-AA2 Sanded 2.2, SOPRALENE 180Sanded, SOPRALENE 180 PS 2.2¢, SOPRALENE 180 PS 3.0¢, SOPRALENE 250 Sanded Cap: ELASTOPHENE HS FR GR, ELASTOPHENE LS FR GR, EIASTOPHENE FR GR, SOPRALENE 1II0 FR GR, SOPRAL 0S Sanded FR GR SOPRgASPHALT M at 25 SBS-TAP Base: COLVENTTG, COI 180 TG, COLVENT Ham 180 TG¢ Ibs/s Base/ Ply: ELASTOPHENE Flam HS¢, ELASTOPHENE Flam 2.2¢, ELASTOPIiENE Flam 3.0¢, ELASTOPHENE SP 2.2, ELASTOPHENE SP 3.0, SOPRgLENE Flam Torch -applied, Partial Bond SBS TAF 180¢, SOPRALENE 180 SP 3.0, SOPRALENE 180 SP 3.5, SOPRALENE Flam 250¢, SOPRALENE 250 SP ELASTOPHENE Flam HS FR GR, ELASTOPHENE Flam LS FR GR, ELASTOPHENE Flam FR GR, SOPRALENE Flarn 180 GR, SOPRALENE Flam 180 FR GR, �C-p- SOPRALENE Fla m 250 FR GR, SOPRALAST50 TV Alu Torch -Applied, Full Bond WO ETC, LLC 1 of Authorization tt32455 209 MEMO ETC, LLC 7- EDITION (2020) FBC i-IVHZ EVALUATION Evaluation Report 15920.09.17-R8 for FL23301-R8 t01NESoprema Modified Bitumen Roof Systems; (800) 356-3521 Revision 8: 12/15/2021 Appendix 1, Page 3 of 148 16. TI st --- - --" r lvwP limitations. The lesser of the MDP listings below vs. that forth e THERMAL BARRIER/ VAPOR BARRIER OPTIONS FOR WOOD DECKS; FOLLOWED BV BONDED INSULATION PER TABLE 1A OPTIONS DECt((NOTE 1) IHERMAL BARRIER TYPE FASTEN.(NOTE SI) PRIMER VAPOR BARRIER (NOTE 15) ADHESIVE PER Min. 19/32-inch APA Min. 0.5-inch Dens Deci< Prime or DEXceII ATTACH BASE PLY CAP PLY (GRANULE) TABLE2A .(NOTES 6,7&8) MDP (PSF) W TB/VB-1. rated CD( plywood FA Glass Mat Roof Board, min. 7/167inch Trufast Versa -Fast Plate with minimum one DEXceII Cement Roof Board or min. 0.5- (1) versa -Fast Fastener installed into the 1 per SBS-CA3 inch SECUROCIC Cement Roof Board. center -hole of the Versa -Fast Plate. 2.7 ftz None (sanded top None DUOTACIC Min. 19/32-Inch APA Min. 0.5-inch DensDeck-Prime or DEXceII surface) 45.0' W-TB/VB-2. rated CDX plywood FA Glass Mat Roof Board, min. 7/16-inch Trufast Versa -Fast Plate with minimum one DEXceII Cement Roof Board or min. 0.S- (1) Versa -Fast Fastener installed into the 1 per (Optional) inch SECUROCIC Cement Roof Board, center -hole of the Versa -Fast Plate. 27 ftZ None SBS-CA3 SBS-CA3 DUOTACIC 365 -45.0* W-TB/VB-3. Min. nch APA Min. 0.5-inch DensDeck Prime or DEXceII FA Glass Mat Roof Board, min. 7/16-Inch Trufast Versa -Fast Plate with minimum COX rated CD)( plywood plywood DEXceII Cement Roof Board or min. 0.5- one (1) Versa -Fast Fastener installed into the 1 per (Optional) SBS-AA or SBS-TAF inch SECUROCIC Cement Roof Board. center -hole of the Versa -Fast Plate. 2.7 W ELASTOCOL 500 (sanded top None DUOTACI( -45.0' Min. 19/32-Inch APA Min. C.S-inch DensDeck Prime or DEXcell surface) W-TB/VB-4. rated CDX plywood FA Glass Mat Roof Board, min. 7/16-Inch DEXceII Cement Roof Board or min. 0.5- Trufast Versa -Fast Plate with minimum one (1) Versa -Fast Fastener installed into 1 per (Optional) (Optional) inch SECUROCI( Cement Roof Board, the center -hole of the Versa -Fast Plate. 2.7 ft2 ELASTOCOL SBS-AA or SBS-AA or DUOTACIC 365 Min. 0.5-inch DensDeck Prime or DE)(cell Soo SBS TAF SBS-TAF -45.()' W-TB/VB-5. Min. 19/32-inch APA rated CDX plywood FA Glass Mat Roof Board, min. 7/16-inch Trufast Versa -Fast Plate with minimum -one ELASTOCOL SOPRAVAP'R DEXcell Cement Roof Board or min. 0.5- (1) Versa -Fast Fastener installed Into the, 1 per Stick or or SBS-SA1 inch SECUROCIC Cement Roof Board. center -hole of the Versa -Fast Plate. 2.7 ftz ELASTOCOL (sanded topNone DUOTACI( 5.0' Min. 19/32-inch APA Min. 0.5-inch DensDeck Prime or DE) (cell Stick Zero surface) WTS/VD-6. rated CDX plywood FA Glass Mat Roof Board, min. 7/16-Inch Trufast Versa -Fast Plate with minimum one ELAST000L DE) Cement Roof Board or min. 0.5- (1) Versa -Fast Fastener installed into the 1 per Sticic or (Optional) inch SECUROCIC Cement Roof Board. center -hale of the Versa -Fast Plate. 2 7 ft2 ELASTOCOL SBS-SAS S85-TAF DUOTACIC 365 Stick Zero IEMO ETC, LLC ertificate of Authorization N32455 52019 NEMO ETC, LLC 7TM EDITION (2020) FBC HVHZ EVALUATION Soprema Modified Bitumen Roof Systems; (Soo) 356.3521 Evaluation Report 15920.09.17-RS for FL23301-R8 Revision 8: 12/15/2022 Appendix 1, Page 4 of 148