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HomeMy WebLinkAboutProduct Approval (3) 5/12/2020 Florida Building Code Online
Business&Professional Regulation
BUS Hone I mom i#ser Regisbatlon I Hot Topka I subna suRT I Stab arem I —1-0ona I comae u:I eas slm naD I une I seeRb I
pftProduct Approval
•�I IlWlusta:P.m.
Pmo-.,te Aov,avai wne Anr�mHan snarm>atakanaa IHt.Appnotlaa oabD
FL# FL1654-R26
Application Type _ Revision
Code Version 2017
Application Status Approved
Comments
Archived - p
Product Manufacturer POLYGLASS USA
Address/Phonr,/Emall 1111 W.Newport Center Drive
Deerfield Beach,FL 33442
(954)233-1330 Ext 242
malpert@polyglass.com ..
Authorized Signature Maury Alpert
malpert@polyglass.com
Technical Representative TECH REP
Address/Phana/Email 1111 West Newport Center Drive
Deerfield Beach,FL 33442
(866)802-8017
uspolyglasstechnkal@polyglass.com
Quality Assurance Representative QA REP
AddresVPhone/Email 1111 West Newport Center Drive
Deerfield Beach,FL 33442
(888)410-1375
uspalyglasstechnical@polyglass.mm
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluatian Report from a Florida Registered Architect or a Licensed Florida Professional Engineer
G Evaluatlon Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Evaluation Report Robert Nleminen
Florida License PE-59166
Quality Assurance Entity
UL LLC
Quality Assu2nce Contract Expiration Date 11/07/2022 -
Validated By Jahn W.Knezevich,PE
0-Validation Checklist-Hardcopy Received
Certificate of Independence F11654 R26 COI 2019 01 COI NIEMINEN.odF
Referenced Standard and Year(of Standard) Standard Year
ASTM D4897 2001
ASTM D6162 2008
ASTM D6163 2008
ASTM D6164 2011
ASTM D6222 2011-
ASTM D6509 2009
FM 4470 2012
FM 4474 2011
UL 1897 2012
' Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Data Submitted 10/15/2019
Date Validated 10/16/2019
Date Pending FBC Approval 10/20/2019
Date Approved 12/10/2019 _
Summary of Products
FL# - Model,Number or Name Description
1654.1 Polyglass SBS and APP Madlfied Bitumen Roof Systems SBS and APP modified bitumen roof systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No 4 C A 4 5�'
Approved for use outside HVHZ:Yes Verified By:Robert Nleminen PE-59166
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-622.5 Evaluation Reports
Other:1.)The design pressure in this application relates to one particular assembly over concrete deck. FL1654 R26 AE 2019E
Refer to the ER Appendix for other systems and deck types.2.)Refer to ER,Section 5 for other Umits of Use. Created by Independent Third Party:Yes
'0
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UMer ROMs lax,e,roli aMr¢ses are puI,iIc--.If you do rot want your er,all aMrsss releasM Inm a Dubno-mmab re4uesL M rot send e—..—11 u Nb mtlty.Laued,mntM the olnm by pturo or by Daetlorol mall.U you Mve am•ou -,please mntxx
850.417.1J95.'Puauant m sNbn 455.2)5(1),Rodda suttlms,eReceva 0eoaer 1,20 t2,Ilremeea Ikmsetl under O�apler 455,F.S.mat pmvtle tM Department wIM en a UI adeps If tlmy Haw ono.TM emelh Dmv——y ao..for onkld mmmu con..tln nansm.
II"—email addresua am pubik n M.If you eo not wish—,,ply a1address,posse Dms' ft D--xtta en emm aMmss walu,ren be made available m tae publk.lU d—if you em a Ilmnsee under—Ift,455,F.S.,please dick hsm.
Purdue ADDnw,el A®pb:
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvgqu2w`/`2bnFgUPv2pw6pKxAhOo6QMca8vssFldmadTHfKA*/e3d`/`3d 1/2
NEMO etc.
Certificate of Authorization#32455
353 Christian Street, Unit#13
i Oxford,CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
REPORTEVALUATION
Polyglass USA, Inc. Evaluation Report P9290.02.08-1124
1111 West Newport Center Drive FL1654-R26
Deerfield Beach, FL 33442 Date of Issuance:02/11/2008
(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 6th 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:
7'
Robert J.M.Nieminen P.E.
Nieminen, P' �•;:s; 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,NEMO ETC,LLC
{
NEMO l etc.
ROOFING SYSTEMS EVALUATION:
SCOPE:1.
Product Category: Roofing
Sub-Category: Modified Bitumen Roof.Systems
Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems, as produced by Polyglass USA,
Inc., 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.
STANDARDS:2.
Sedtio'n.. =:Pro a _...:J.
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 D6162 2008
1507.11.2 Physicals ASTM D6163 2008
1507.11.2 Physicals ASTM D6164 2011
1507.11.2 Physicals ASTM D6222 2011
1507.11.2 Physicals ASTM D6509 2009
3. REFERENCES:
I�.Etititvf_ Exam' Reference" �Date Enb 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(TST1867) FM 4470 3012321' 07/29/2002
ERD(TST6049) FM 4470/4474 P13770.09.09 09/10/2009 FM(TST1867) FM 4470 3014692 08/05/2003
ERD(TST6049) FM 4470/4494 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 06/30/2004
ERD(TST6049) FM 4470/4474 P33970.03.11 03/15/2011 FM(TST1867) FM 4470 3020703 07/30/2004
ERD(TST6049) Physicals 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 P37590.03.13-2-111 07/01/2013 FM(TST1867) FM 4470/4474 3023458 07/18/2006
ERD(TST6049) Physicals P37590.07.13-2 07/01/2013 FM(TST1867) FM 4470/4474 3030668 09/12/2007
ERD(TST6049) Physicals P37590.03.13-5-131 07/01/2013 FM(TST1867) FM 4470/4474 3032172 06/12/2009
ERD(TST6049) Physicals P37590.07.13-1 07/D2/2013 FM(7571867) FM 4470/4474 3049631 04/21/2014
ERD(TST6049) FM 4470/4474 P41630.08.13 08/06/2013 FM(TST1867) FM 4470/4474 3057029 02/02/2017
ERD(TST6049) Physicals P45940.09.13 09/04/2013 MEMO(TST6049) Criticality 4s-PLYG-18-001.06.18 06/23/2018
ERD(TST6049) Physicals P44370.30.13 10/04/2013 MEMO(TST6049) FM 4474 4L-PLYG-18-003.08.18 08/21/2018
ERD(TST6049) Physicals P39520.09.14-2 09/11/2014 MEMO(TST6049).. Criticality 4S-PLYG-18-001,10.18 10/03/2018
ERD(TST6049) FM 4470/4474. SC6160.11.14 11/10/2014 - MEMO(TST6049) ASTM D4897 4s-PLYG-18-002.11.18-2 11/16/2018
ERD(TST6049) Physicals P45440SC.03.15-1 03/31/2015 MEMO(TST6049) ASTM D6164 4S-PLYG-18-002.11.18-3 11/28/2018
ERD(TST6049) Physicals SC5170.05.15 05/08/2015 MEMO(TST6049) FM 4474 4L-PLYG-18-003.11.18 11/28/2018
ERD(TST6049) FM 4474 SC8085.05.15 05/19/2015 MEMO(TST6049) FM 4474 4L-PLYG-18-003.01.19 01/11/2019
ERD(TST6049) Physicals SC5170.12.15 12/29/2015 MEMO(TST6049) ASTM D6163 4S-PLYG-18-002.01.19-A 01/24/2019
ERD(TST6049) FM 4470/4474 SC9455.15 04/01/2016 MEMO(TST6049) ASTM D6162 4S-PLYG-18-002.01.19-B 01/25/2019
ERD(TST6049) FM 4470/4474 PLYG-SCS905.05.16-1 05/17/2016 MEMO(TST6049) FM 4474 4L-PLYG-18-003.04.19-A 04/08/2019
_ ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-2 05/17/2016 NEMO.(TST6049) ASTM D6222 4S-PLYG-18-002.05.19-C 05/20/2019
ERD(TST6049) FM 4470/4474 PLYG-SC10815.07.16-R1 09/23/2016 MEMO(TST6049) ASTM D6222 4S-PLYG-18-002.05.19-D 05/20/2Oi9
ERD(TST6049) UL 1897 PLYG-SC12025.10.16 10/12/2016 MEMO.(TST6049) ASTM D6163 4S-PLYG-I8-002.05.19-H 05/20/2019
ERD(TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 MEMO(TST6049) ASTM D6164 4S-PLYG-18-002.05.19-N 05/31/2019
ERD(TST6049) FM 4470/4474 PLYG-SC33235.01.17 01/17/2017 MEMO(TST6049) Criticality 4S-PLYG-18-001.06.19.A 07/17/2019
ERD(TST6049) FM 4470/4474 PLYG-SC13920.05.17 05/30/2017 MEMO(TST6049) ASTM D6164 45-PLYG-18-002.09.19-1 09/06/2019
ERD(TST31294) FM 4470/4474 PLYG-CTL13945.05.17-1 05/30/2017 MEMO(TST6049) ASTM D6164 4S-PLYG-18-002.09.19-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 PRI(TST5878) Physicals PUSA-061-02-02 01/28/2008
ERD(TST6049) FM 4470/4474 PLYG-SC15760.09.17 09/11/2017 PRI(TST5878) Physicals PUSA-064-02-02 02/27/2008
FM(TST1867) FM 4470 2W7A7.AM 08/04/1994 PRI(TST5878) Physicals PUSA-062-02-02 12/04/2008
FM(TST1867) FM 4470 OD3A3.AM 04/04/1997 . PRI(TST5878) TAS 114 PUSA-188-02-01 02/08/2017 -
FM(TST1867) FM 4470 2DOAO.AM 12/23/1998 PRI(TST5878) TAS 114 PUSA-188-02-02 02/08/2017
FM(7571867) FM 4470 2DSA9.AM 06/22/1999 PRI(TST5878) TAS 114 PUSA-188-02-03 02/08/2017
FM(TST1857) FM 4470 3006646 01/04/2000 PRI(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
NEMO ETC,LLC Evaluation Report P9290.02.08-R24
Certificate of Authorization#32455 GYH EDITION(2017)FBC NON-HVHZ EVALUATION FL1654-RZ6
Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 24:10/14/2019
Page 2 of 5
"k.
W-- 'IINEMOjetc.
Exam _ Reference_�.. ' Date _Entl Exam Reference •:' - Date
FM(TST1867) FM 4470 3001334 02/15/2000 M-D(CER1592) HVHZ Various NOAs Various
FM(TST1867) FM 4470 3000857 01/12/2000 M-D(CER1592) Prop.for Rev. 10-0823 10/12/2010
FM(TST1867) FM 4470 3004091 01/12/2000 UL(QUA9625) Quality Control Service Confirm 09/13/2018
4. PRODUCT 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 systems.
TABLE 1:ROOODS FOR POL•YGLASS MODIFIED BITUMEN ROOF SYSTEMS
ri ) Specification,
Type Product
Referencet., ,,Arade- Type,
Elastovent ASTM D4897 N/A N/A
Polyglass G2 Base ASTM D4601 N/A II
Base Sheet/Base Ply Polyflex SA Base ASTM D4601 N/A II
Elastobase SA ASTM D4601 N/A II
ASTM D6163,Table 2 S I
Polyglass Base ASTM D6509 N/A N/A
Elastoshield HT ASTM D6162 S III
Elastoshield HT G ASTM D6162 G III
I Elastoshield HT G FR ASTM D6162 G III
Elastobase ASTM D6163 S I
Elastoflex V ASTM D6163 S I
Elastoflex SA V ASTM D6163 S I
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
SBS Membranes Elastoflex S6 ASTM D6164 S I
Elastoflex S6 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
Elastoflex S6 G FR ASTM D6164 G I
Polyfresko G SBS ASTM D6164 G I
Polyfresko G SBS FR ASTM D6164 G I
Elastoshield TS G ASTM D6164 G I
Elastoshield TS G FR ASTM D6164 G I
Elastoflex SA P ASTM D6164 G I
Elastoflex SA P FR ASTIVI D6164 G I
Polyreflect ASTM D6164 S I
NEMO ETC,LLC Evaluation Report P9290.02.08-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL1654-1126
Polyglass Modified Bitumen Roof Systems;(954).233-1330 Revision 24:10/14/2019
Page 3 of 5
='NEMO etc.
IVVC TABI E 1(CON7INUED�:ROLE000DS FOR POLYGiASS MODf"FIED BRUM 9ROOF SY5TEMS
Type Product 6rar3e TYPe
Reference
. 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
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 D6222 G I
Polyfresko GSA ASTM D6222 G I
Polyfresko G SA FR ASTM D6222 G I
Polykool ASTM D6222 S I
S. LIMITATIONS:
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 This Evaluation 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/SPRI WD3, FM Loss Prevention Data Sheet 1-29, Roofing
Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk*
carry the limitations set.forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(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 P9Z90.02.08-R24
Certificate ofAuthorization X/32455 6T"EDITION(2017)FBC 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),16093(2)or 1609.3(3).-
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 611320-3. For non-
Polyglass components listed within wind uplift rated assemblies in Appendix 1, refer to the Product Approval of the
component manufacturer.
INSTALLATION:6.
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
QUALITY9.
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 CH EDITION(2017)FBC NON-HVHZ EVALUATION F1.1654-1126
Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 24:10/14/2019
Page 5 of 5
- I
.k NEMO e� .
N
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
TABLE;, DECK.. APPLICATION TYPE ` ..AESCRIPTION PAGE'.:--
1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5
113 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-10
1C Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 11-12
1D Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 13
1E Wood New,Reroof(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 Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 21-25
1H Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.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 Top Insulation,Bonded Roof Cover 34-36
2B Steel or Structural concrete New,Reroof(Tear-Off)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
21) Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-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
3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 58
4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 59-62
4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded 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 Roof Cover 70-71
5C Cementitious wood fiber Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 72
51) 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
613 Existing gypsum Reroof(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
61) 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 Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 81
The following notes applV to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
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.
D 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.
NEMO ETC,LLC Evaluation Report P9290.02.08-R24 for FL1654-RZ6
Certificate of Authorization#32455 6T"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 1 of 81
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3. Unless otherwise noted,insulation maybe anyone layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof board or mineral-wool roof board that meets the QA requirements
of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover.
4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for 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 shall be of equal or greater configuration to the steel and concrete deck listings. 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. 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 manufacturer's published instructions.
➢ Hot asphalt(HA): Full coverage at 25-30 lbs/square.
➢ Dow INSTA STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
➢ Millennium One Step Foamable Adhesive(M-OSFA): 'Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
Y Millennium PG-1 Pump Grade Adhesive(M-PG1): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
➢OMG OlyBond 500(OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced.
➢OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
➢ ICP Adhesive&Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
➢Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board joints shall be staggered.
➢Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
7. Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations 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 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): MDP -157.5 psf (Min.0.5-inch thick)
➢ Millennium PG-1 Pump Grade Adhesive(M-PG1): MDP -157.5 psf (Min.0.5-inch thick)
➢ OMG OlyBond 500(OB500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
➢OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GL)
➢ OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500.(OB500): MDP -481.5 psf (Min.0.5-inch thick ACFoam II)
➢ ICP Adhesives&Sealants Polyset CR-20: MDP -117.5 psf (Min.1.0-inch thick)
8. Bonded polyisocyanurate insulation boards 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 FBC
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 WD1,FM Loss Prevention
Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk'carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data
Sheet 1-29(January 2016)for Zone 2/3 enhancements.
10. For fully bonded assemblies,the maximum design pressure for 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 or 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 shall be examined for compatibility and bond performance with the selected adhesive,and the existing
roof system(for 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 IA-1,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.
NEW ETC,LLC Evaluation Report P9290.02.08-R24 for FL1654-RZ6
Certificate of Authorization t#32455 CH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:10/14/2019
©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 81
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14. Lightweight Insulating Concrete(LWC)shall be 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 not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat
thickness is 2-inches.For LWC over structural concrete,reference 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 C150),with no proprietary additives,in accordance with procedures adopted 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.
POLYGLAss ROOF
�REfERENGi9 „,: LAYER
'MATERIAL
AP,PLtEATION
BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type ii
(Base and Ply sheets, Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI Hot Asphalt at 20-40
As halt-APP lied)) Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes. lbs/square
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex 56,Elastofiex S6 HP,Elastoshield HT
SBS-CA1 Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex PG350 at 1.5-2.0
Cap Ply S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) gal/square
Base Ply One Ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP
SBS-CA2 Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastoflex 56 HP,Elastoflex S6 G,Elastoflex Polyplus 35 at 1.5-2.0
Cap Ply S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) gal/square
Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex S6,Elastoflex
SBS-AA 56 HP,Elastoshield HT
Elastoshield HT G,Elastoshield HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex 56 G, Hot Asphalt at 20-40
(585,Asphalt-Applied} Cap Ply Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) lbs/square
Nate: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes.
Base Plyor Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT
SBS-TA Elastoshield HT G,Elastoshield HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6
(SBS,Torch-Applied) Cap Ply G,Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS G'FR,Polyfresko G SBS Torch-Applied
y (poly-film backed},Polyfresko G SBS FR(poly-film
backed)
SBS-SAH Base P! Elastobase SA Self-adhering g (followed
(sas,seY-Adhering Hybrid systems) by torch-applied sheet)
Base Ply One or more plies Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Pius,Elastoflex SA V Plus FR,Elastoflex SA Base HD
BS`-5A Cap Ply Elastoflex SA P,Elastoflex SA P,FR,Polyreflect
(SBS Seff;Adfieiiris� Note: Unfess otherwise noted,permissible membrane substrates forSBS-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering
Elastobase(poly/sand]ar Elastobase(poly/poly)•
APP-CA1 Cap Ply Polyflex G FR PG350 at 1.5-2.0
APP-TA Base Ply.or Ply One or more plies Polyglass Base,Polyflex,Polybond gal/square
(APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR Torch-Applied
APP-SA-H Base Ply Polyflex SA Base Self-adhering(followed
(APP,Self-Adhering,Hybrid Systems) by torch-applied sheet)
APP-SA Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polyfreskb G SA FR,Polykool -
(APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates forAPP-SA are limited to the SBS-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 6r"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:10/14/2019
@2018 MEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of 81
NEMO etc.
TABLE 11: DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F: . :. . . ROOF COVER
System Deck(Note 1) Primer :`Roof Cover.(Note 15)
MDP(p4,
No: Joint Treatment Base Ply. , Ply .Cap Ply,
...k' MIMI
,u
APA rated,7/16 OSB joints are covered with 4-inch wide strips of Elastoflex SA V,rolled into place to Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W-206 CAT,0.418 in., None create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA -52.5
Exposure 1058
W 207 Min.15/32-inch None None 8S SA (Optional)SBS-SA,SBS- SBS= APP-SA,SBS- g0.0
plywood TA,APP-TA TA,APP-TA
W-208 Min.15/32-inch PG100 None S135-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,5135- .97.5
plywood TA,APP-TA TA,APP-TA
Min.15/32-inch (OPlywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -97.5
W-209 plywood ptional)PG100 place to create continuous bond. Elastoflex SA V FR TA,APP-TA TA,APP-TA
Min.15/32-inch POLYBRITE 745 or (Optional)5135-SA,SBS- S135-SA,APP-SA,SBS-
W-210 plywood WB3000 None SBS-SA 105.0
TA,APP-TA TA,APP-TA
Min.15/32-inch (OPlywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,585- _135.0
W-211 plywood ptional)PG100 place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA
Min.15/32-inch
W 212 plywood (Optional)PG100 None APP-SA-H (Optional)APP-TA APP-TA -90.0
Min.15/32-inch Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into
W-213 plywood (Optional)PG100 place to create continuous bond. APP-SA-H (Optional)APP-TA APP-TA -135.0
HERINGx✓ kY`w+". 'F �..' .a'•fC �`4^ �.��' "* "'5: "f'; �g�,^f df M1 553
HYaRID SYSTEMS WITH SELF AO �ISBS BILSEPLY
W-214 Min.15/32-inch None None SBS-SA-H (Optional)SBS-TA SBS-TA -90.0
plywood
W-215 Min.15/32-inch PG100 None SBS-SA-H (Optional)SBS-TA SBS-TA -97.5
plywood
Min.15/32-inch (OPlywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into SB (Optional)0 SBS-TA 5135-TA -97.5
W-216 plywood (Optional)PG100 place to create continuous bond. p )
Min.15/32-inch POLYBRITE 745 or
W-217 plywood WB3000 None SBS-SA-H (Optional)SBS-TA SBS-TA 105.0
NEMO ETC,LLC Evaluation Report P9290.02.08-R24 for FL1654-RZ6
Certificate of Authorization#32455 6T"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 33 of 81