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HomeMy WebLinkAboutAPPROVED Mod Bit Product Approval NEMO I etc.
Certificate of Autharizotion#32455
353 Christian Street, Unit#13
00 Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION O.
Polygiass USA, Inc. Evaluation Report P9290.02.08-R24
1111 West Newport Center Drive FL1654-R26
Deerfield Beach, FL 33442 Date of Issuance:02/11/2009
(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 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 "NEMO I 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:
Robert J.M. Nieminen, P.E. The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 <:..,,,,,,,,,,, ' Nieminen,P.E.on 10/14/2019. 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.
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.
©2018,MEMO ETC,LLC
ONEMO I etc.
ROOFING SYSTEMS EVALUATION:
SCOPE:1.
Product Category. Roofing
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: Polyglass SIBS and APP Modified Bitumen Roof Systems, as produced by Polyglass USA,
Inc., have demonstrated compliance with the foilowing sections of the 6th 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.
STANDARDS:2.
Section Property 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 D4897 2001
1507.11.2 Physicals ASTM 06162 2008
1507.11.2 Physicals ASTM D6163 2008
1507.11.2 Physicals ASTM 06164 2011
1507.11.2 Physicals ASTM D6222 2011
1507.11.2 Physicals ASTM D6509 2009
3. REFERENCES:
Entity Exam Reference Date Entity Exam Reference Date
ERD(TST6049) Physicals P10490.10.08-2 10/30/2008 FM(TST1867) FM 4470 3006115 05/02/2001
ERD(TST6049) FM 4470/4474 P13760.09.09 09/10/2009 FM JST1867) FM 4470 3012321 07/29/2007
ERD(TST6049) FM 4470/4474 P13770.09.09 09/10/2009 FM(TST1867) FM 4470 3014692 08/05/2003
ERD(TST6049) FM 4470/4474 P30540.11.09-R1 11/30/2009 FM(TST1867) FM 4470 3014751 08/27/2003
ERD(TST6049) FM 4470/4474 P30550.12.09 12/02/2009 FM(TST1867) FM 4470 3007170 01/13/2004
ERD(TST6049) Physicals P33960.12.10 12/30/2010 FM(TST1867) FM 4470 3019317 06/30/2DO4
ERD(TST6049) FM 4470/4474 P33970.03.11 03/15/2011 FM(TST1867) FM 447U 3020703 07/30/2004
ERD[TST6049) Physicai5 P37590.03.13-3A 03/06/2013 FM(TST1867) FM 4470/4474 3018332 01/31/2006
ERD(TST6049) FM 4470/4474 P39680.03.13 03/04/2013 FM(TST1867) FM 4470/4474 3023368 03/20/2006
ERD(TST6049) Physicals P37590.03.13-1-R1 06/26/2013 FM(TST1867) FM 4470/4474 3024594 05/23/2006
ERD(TST6049) Physicals P37590,03.13-2-R1 07/01/2013 FM(T5T1867) FM 4470/4474 3023458 07/18/2006
ERD(TST6049) Physicals P37590.07.13.2 07/01/2013 FM(TSTIB67) FM 4470/4474 3030668 09/12/2007
ERD(TST6049) Physicals P37590M.13-5-R1 07/01/2013 FM(TST1867) FM 4470/4474 3032172 06/12/2009
ERD(TST6049) Physicals 1337590.07.13-1 07/02/2013 FM(T511867) FM 4470/4474 3049631 04/21/2014
ERD(TST6049) FM 4470/4474 P41630.08.13 08/06/2013 FM(7ST1867) FM 4470/4474 3057029 02/02/2017
ERD(TST6049) Physicals P45940.09.13 09/04/2013 NEMD(TST6049) Criticality 4S•PLYG•18-001.06A8 06/23/2018
FRD(TST6049) Physicals P44370.10.13 10/04/2013 NEMD(TST6049) FM 4474 4-FLYG-18-003.08.18 0S/21/2018
ERD(TST6049) Physicals P39520.09.14-2 09/11/2014 MEMO(T5T6049) Criticality 45-1LYG-19-001A0.10 10/03/2019
ERD(TST6049) FM 4470/4474 5C6160.11.14 11/10/2014 NEMO(TST6049) A5TM D4897 45-PLYGA"02.11.18-2 11/16/2018
ERD(TST6049) Physicals P454405C.03.15-1 G3/31/2015 NEMD(TST6049) ASTM D6164 4s-PLYG-18-002.11.18-3 11/2812018
ERD(TST6049) Physicals SC5170.05.15 05/08/2015 NEW(TST6049) FM 4474 4L-PLYG-I"03.11.18 11/28/2018
ERD(TST6049) FM 4474 SC8085.05.15 OS/19/2015 NEMO(TST6049) FM 4474 4L-PLYG-1&003.01A9 01/11/2019
ERD(TST6049) Physicals SC5170.12.15 12/29/2015 NEMD(TST6049) ASTM D6163 45-PLYG-18-002.01.19-A 01/24/2019
ERD(TST6049) FM 4470/4474 SC9455.15 04/01/2016 NEMD(T5T6049) ASTM D6162 4S-PLYG-18-002.01.19-8 01/25/2019
ERD(TST6049) FM 4470/4474 PLYG-SCS905.05.16-1 05/17/2016 NEW(TST6049) FM 4474 4L-PLVG-18-003.D4.19-A 04/08/2019
ERD(TST6049) FM 447DJ4474 PLYG-SC8905.05,16-2 05/17/2016 NEMO(TST6049) ASTM D6222 45-PLYG-18.002.05.19•C 05/20/2019
ERD(TST6049) FM 4470/4474 PLYG-SC1oa15.C7.15 Al 09/23/2016 NEMO(TST6049) ASTM D6222 45-PLYG•18.002.05.39-D 05/20/2019
ERD(TST6049) UL 1897 PLYG-5C12025.1C.16 10/12/2016 NEMD(TST6049) ASTM D6163 45-PLY13-18-002.05.19-1-f OSJ20/2019
ERD(TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 NEW(TST6049) ASTM D6164 45-PLYG-18.002.05.19-N 05/31/2019
ERD(TST6049) FM 4470/4474 PLYG-SC13235.01.17 01/17/2017 NEW(TST6049) Criticality 45-PLYG48-001.06.19.A 07/17/2019
ERD(7ST6049) FM 4470/4474 PLYG-SC13920.05.17 05/30/2017 NEMO(TST6049) ASTM D6164 45-PLYG-18-002.09,19.1 09/06/2019
ERD(TST11294) FM 4470/4474 PLYG-Ln.13945.05.17-1 05/30/2017 NEMO 17STG049) ASTM 06164 4S-PLYG-18-002.G9.19-J 09/06/2019
ERD(TST11294) FM 4470/4474 PLYG-CTL13945.05.17-3 05/30/2017 PRI(TST5878) Physicals PUSA-062-02-01 12/04/2007
ERD(TST6049) FM 4470/4474 PLYG-SC13945.05.17 05/30/2017 PRIITST5878) Physicals PUSA-061-02.02 02/28/2008
ERD(TST6049) FM 4470/4474 PLYG-SC15760.09.17 09/11/2017 PRI(TST5878) Physicals PUSA-064-02-02 02/27/20GS
FM(TST1867) FM 4470 2W7A7.AM 08/04/1994 PRI(TST5878) Physicals PUSA-062-02-02 12/D4/2008
FM(TST1867) FM 4470 003A3.AM 04/04/1997 PRI(TST5878) TAS 114 PUSA-198-02-01 02/08/2017
FM(TST1867) FM 4470 200AO.AM 12/23/1999 PRI(TST5878) TAS 114 PUSA-199-02-02 02/08/2017
FM(TST1867) FM 4470 2D5A9.AM 06/22/1999 PRI(TST597J8) TAS 114 PUSA-188-02-03 02/08/2017
FM(T5T1b67) FM 4470 3006646 01/0412000 PR4(TST5878) TA5114 PUSA-202-02-01 05/17/2017
FM(TST1867) FM 4470 3001334 01/25/2000 PRI(TST5878) TAS 114 PUSA-202-02-02 05/17/2017
NEMD ETC,l lC Evaluation Report P9290.02.08-R24
Certificate cif Authorl2arion N32455 6Y"EDITION(2017)FBC NON-HVHZ EVALUATION FL1654-R26
Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 24:10/14/2019
Page 2 of 5
ONEMOjetc-
EntbExam Reference Date Entity Exam Reference Date
FM(TST1867) FM 4470 3001334 N/15/2000 M-D(cliR1592) HVHZ Van6Us NDAs Various
FM(TST1867) FM 4470 3000857 01/12/2000 M-0(CER1592) Prop.for Rev. 10-0823 10/12/2010
FM(TSr1867) FM 4470 30G4091 01/12/2000 UL (QLJA9625) Quality Control Service Confirm 09/13/2018
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. The following Polyglass
membranes make up the subject systems.
TABLE 1:ROLL-GOODS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS
Specification
Type Product
Reference Grade Type
Elastovent ASTM D4897 N/A N/A
Polyglass G2 Base ASTM D4601 N/A II
Polyflex SA Base ASTM D4601 N/A II
Base Sheet Base Ply ASTM D4601 N/A II
Elastobase SA ASTM D6163,Table 2 S I
Polyglass Base ASTM D6509 N/A N/A
Elastoshield HT ASTM D6162 5 III
Elastoshield HT G ASTM 06162 G III
Elastoshield HT G FR ASTM D6162 G III
Elastobase ASTM D6163 S I
Elastoflex V ASTM D6163 5 1
Elastoflex SA V ASTM D6163' S 1
Elastoflex SA V FR ASTM D6163 S I
Elastoflex SA V Plus ASTM D6163 S I
Elastoflex SA V Plus FR ASTM D6163 S I
Elastobase P ASTM D6164 S I
Elastoflex SA Base HD ASTM D6164 S I
Elastoflex S6 ASTM D6164 S I
SBS Membranes
Elastoflex 56 HP ASTM D6164 S II
Elastoflex V G ASTM D6163 G I
Elastoflex V G FR ASTM D6163 G I
Elastoflex S6 G ASTM D6164 G I
Elastoflex S6 G FR A5TM D6164 G I
Polyfresko G SBS ASTM D6164 G I
Polyfresko G SBS FR ASTM D6164 G I
Elastoshield T5 G ASTM D6164 G I
Elastoshield TS G FR ASTM D6164 G I
Elastoflex 5A P ASTM D6164 G
Elastoflex SA P FR ASTM D6164 G I
Polyreflect ASTM D6164 S I
NEMO ETC,LLC Evaluation Report P9290.02.08-1124
Certificote of Authorization#32455 6-EDITION(2017)FBC NON-HVH2 EVALUATION FL1654-R26
Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 24;10/14/2019
Page 3 of 5
ONEMOletc.
TABLE 1(CONTINUED):ROLL-GOODS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS
Specification
Type Product
Reference Grade Type
Polyflex ASTM D6222 S I
Polyflex G ASTM D6222 G I
Polyflex G FR ASTM D6222 G I
Polyfresko G ASTM D6222 G I
Polyfresko G FR ASTM D6222 G I
APP Membranes Poiybond ASTM D6222 5 I
Polybond G ASTM D6222 G I
Polyflex SA P ASTM D6222 G I
Polyflex 5A P FR ASTM D6222 G I
Polyfresko G SA ASTM D6222 G I
Polyfresko G SA FR ASTM D6222 G I
Polykool ASTM D6222 S I
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 Evaluations Report is not for use in FBC HVHZ jurisdictions.
5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this 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 2603.6 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/5PR1 WD1, FM Loss Prevention Data Sheet 1-29, Roofing
Application Standard RAS 227 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/SPRI FX-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.
MEMO ETC,LLC Evaluation Report P9290.02.08-R24
Certificate of Authoriwtiorn#32455 67"EDITION(2017)FEIC NON-HVHZ EVALUATION FL1654-R26
Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 24;10/14/2019
Page 4 of 5
ONEMOletc.
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 Loss 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 Ail products in the roof assembly shall 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. INSTALLATION:
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 requirements 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 FBC 1504.9 has already been applied). Refer to FBC
1609 for determination of design wind loads.
7. BuILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.com
-THE 81-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
NEMO ETC,LLC Evaluation Report P9290.02.08-R24
Certificate of Authorization#32455 67"EDITION(2017)FBC NON-HVHZ EVALUATION FL1654-1126
Polyglass Modified Bitumen Roof Systems;(954)233.1330 Revision 24;10/14/Z019
Page 5 of 5
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