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Product Approvai Menu>Product or Application Search>Ape9caoon List>Application Detail CONTRACTOR OF RECORD
FL# FL1654-R20 )
Application Type Revision
Code Version 2014 yg +�
Application Status Approved 166E PLANS AND ALL PROPOSED WORK
Comments Alit SUBJECT TO ANY CORRECTIONS
Archived 1"IMUIREC DY FIELD INSPECTORS THAT
!iA`�Sr;NE IARY-IN ORDF.R TO
Product Manufacturer POLYGLASS USA (a :.1, +,
Address/Phone/Email 150 Lyon Drive COIMIPLY.�'�n ALL APPLICAQ CODESr"
Fernley,NV 89408
(570)384-1230 Ext242
jakins@polyglass.com 4 1
*
Authorized Signature James Akins �_ 5 04 v`
jakins@polyglass.com S LL ( '1 C�'•_''Tl TZI-P rr�;r DIVISION
RFw'i�
Technical Representative Steve Wadding ttt 1't: !i r. n•
Address/Phone/Email 150 Lyon Drive DATE L
Fernley,NV 98408(602)363-7139 PL.k-; :irk PF TLNIIT Nf U ST BE KEPT 0NJ0.33
stevew@polyglass.com C'_'_NO LNSPECT!ON NVILL BEE h E.
Quality Assurance Representative James Akins
Address/Phone/Email 555 Oakridge Road
Humboldt Industrial Pkwy
Hazleton, PA 18201
(800)894-4563
jakins@polyglass.com
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/06/2018
Validated By John W. Knezevich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL1654 R20 QQI 2017 01 COI Nieminen.g0f
Referenced Standard and Year(of Standard) Standard Year
ASi"M D6162 2000
ASTM D6163 2000
ASTM D6164 2005
ASTM D6222 2008
ASTM D6509 2009
FM 4470 1992
FM 4474 2004
littp://x%-w\r.floridabLIi iding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w`/`2bnF... 5/22/2017
1~lorida Building Code Online Page 2 of 2
t •
UL 1897 2008
Equivalence of Product Standards
Certified By
Sections from the Code
• Product Approval Method Method 1 Option D
Date Submitted 02/15/2017
Date Validated 02/16/2017
Date Pending FBC Approval 02/18/2017
Date Approved 04/04/2017
Summary of Products
FL# Model,Number or Name Description
1654.1 Polyglass SBS and APP SBS and APP modified bitumen roof systems
Modified Bitumen Roof
Systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL1654 R20 II 2017 02 FINAL Al ER POLYGLASS MODBIT FL1654-
Approved for use outside HVHZ:Yes R20.odf
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes
Other: 1.)The design pressure in this Evaluation Reports
application relates to one particular assembly FL1654 R20 AE 2017 02 FINAL ER POLY LASS MODBIT FL1654-
over concrete deck. Refer to the ER Appendix for R20.0df
other systems and deck types. 2.)Refer to ER, Created by Independent Third Party: Yes
Section 5 for other Limits of Use.
Beck Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w°/D2bnF... 5/22/2017
EXTERIOR RESEARCH& DESIGN, LLC.
Certificate of Authorization#9503
TRINITY ERD 353 Christian Street
Oxford,CT 06478
a (203)262-9245
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P9290.02.08-1118
150 Lyon Drive FL1654-1120
Fernley, NV 89408 Date of Issuance:02/11/2008
(570)384-1230 Revision 18:02/15/2017
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 51h Edition(2014)Florida Building Code sections noted herein.
DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named 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. if the product
changes or the referenced Quality Assurance documentation changes. Trinity)ERD 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 "Trinity I ERD 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 6, plus a 55-page Appendix.
Prepared by: st,,utntrn,
•...,c..�s V: :W
The facsimile seal appearing was authored
Robert J.M. Nieminen, rrFS�,' by Robert Nieminen,P.E.on 02/15/2017
eminen, P.E. ,'�q� `� 4 . This does not serve as an electronically signed document.Signed,
Florida Registration No.59166,Florida DCA ANE1983 J"""" sealed h r ¢ g
a dcopies have been transmitted to the Product Approval
OP
Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design,LLC.d/b/a Trinity I ERD 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. Exterior Research & Design, LLC. d/b/a Trinity I ERD 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 Trinity I ERD 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.
TRINITY ERD
• Entity Examination Reference Date
FM Approvals(TST1867) FM 4470 2DOAO.AM 12/23/1998
FM Approvals(TST1867) FM 4470 2D5A9.AM 06/22/1999
FM Approvals(TST1867) FM 4470 3006646 01/04/2000
FM Approvals(TST1867) FM 4470 3001334 01/25/2000
FM Approvals(TST1867) FM 4470 3001334 02/15/2000
FM Approvals(TST1867) FM 4470 3000857 01/12/2000
FM Approvals(TST1867) FM 4470 3004091 01/12/2000
FM Approvals(TST1867) FM 4470 3006115 05/02/2001
FM Approvals(TST1867) FM 4470 3012321 07/29/2002
FM Approvals(TST1867) FM 4470 3014692 08/05/2003
FM Approvals(TST1867) FM 4470 3014751 08/27/2003
FM Approvals(TST1867) FM 4470 3007170 01/13/2004
FM Approvals(TST1867) FM 4470 3019317 06/30/2004
FM Approvals(TST1867) FM 4470 3020703 07/30/2004
FM Approvals(TST1867) FM 4470/4474 3018332 01/31/2006
FM Approvals(TST1867) FM 4470/4474 3023368 03/20/2006
FM Approvals(TST1867) FM 4470/4474 3024594 05/23/2006
FM Approvals(TST1867) FM 4470/4474 3023458 07/18/2006
FM Approvals(TST1867) FM 4470/4474 3030668 09/12/2007
FM Approvals(TST1867) FM 4470/4474 3032172 06/12/2009
FM Approvals(TST1867) FM 4470/4474 3049631 04/21/2014
FM Approvals(TST1867) FM 4470/4474 3057029 02/02/2017
PRI(TST5878) Physical Properties PUSA-062-02-01 12/04/2007
PRI(TST5878) Physical Properties PUSA-061-02-02 01/28/2008
PRI(TST5878) Physical Properties PUSA-064-02-02 02/27/2008
PRI(TST5878) Physical Properties PUSA-062-02-02 12/04/2008
Miami-Dade(CER1592) HVHZ Compliance Various NOAs Various
Miami-Dade(CER1592) Proposal for Review 10-0823 10/12/2010
UL LLC (QUA9625) Quality Control Service Confirmation,R14571 Exp.10/06/2018
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:ROLL-GOODS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS
Type Product Specification
Reference Grade Type
Polyglass G2 Base ASTM D4601 N/A II
Base Sheets Polyflex SA Base ASTM D4601 N/A II
Polyglass APP Base ASTM D6509 N/A N/A
Polyglass HT Base 650 ASTM D6162 S III
Elastobase ASTM D6163 S I
Elastoflex V ASTM D6163 S I
Elastoflex SA V Base ASTM D6163,Table 2 S I
Elastoflex SA V FR Base ASTM D6163,Table 2 S I
SBS Membranes Elastoflex SA V Plus ASTM D6163 S I
Elastoflex SA V Plus FR ASTM D6163 S I
Elastobase Poly ASTM D6164 S I
Elastoflex S6 ASTM D6164 S I
Elastoflex S6 Type II ASTM D6164 S II
Elastoflex VG ASTM D6163 G I
Elastoflex VG FR ASTM D6163 G I
Exterior Research and Design,LLC. Evaluation Report P9290.02.08-1118
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL1654-1120
Polyglass USA,Inc. Revision 18:02/15/2017
Page 3 of 6
TRINITY ERA
TABLE 1(CONTINUED):ROLL-GOODS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS
Type Product Specification
Reference Grade Type
Elastoflex 56 G ASTM D6164 G I
Elastoflex S6 G FR ASTM D6164 G I
Polyfresko G SBS(sand or poly-film backed) ASTM D6164 G I
Polyfresko G SBS FR(sand or poly-film backed) ASTM D6164 G I
SBS Membranes 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 ASTM D6164 G I
Polyreflect ASTM D6164 S I
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 Polybond ASTM D6222 S I
Polybond G ASTM D6222 G I
Polyflex SA P ASTM D6222 G I
Polyflex SA P FR ASTM D6222 G I
Polyfresko G SA ASTM D6222 G I
Polykool ASTM D6222 S 1
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E.are, in anyway,the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for
permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in HVHZ jurisdictions.
5.3 Refer to a current 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 1FBC 2603.4.1 or 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 1510.
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 and Roofing Application Standard RAS 117. 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.
Exterior Research and Design,LLC. Evaluation Report P9290.02.08-R18
Certificate of Authorizotion#9503 FBC NON-HVHZ EVALUATION FL1654-R20
Polyglass USA,Inc. Revision 18:02/15/2017
Page 4 of 6
TRINITY ERD
APPENDIX S:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description Page
SA Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5
18-1 wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9
18-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10-11
1C Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12
11) Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 13-14
1E wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 15-16
1F-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 17-19
1F-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 20-22
1G wood New or Reroof(Tear-Off) F }! Non-Insulated,Bonded Roof Cover 22
2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 23-26
2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 27-29
2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 30-31
3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 32-38
3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 38
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 39-40
4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 41
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 42-44
5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 45
5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 46
5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 47
SD CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 47
5E CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 47
6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 48-SO
66 Gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 50
6C Gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 51
6D Gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 51
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 52-55
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover SS
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
➢ Wood: Minimum 0.75-inch penetration.
Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢ Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanu rate, polystyrene, wood fiberboard, perlite, gypsum-based roof board or mineral-wool roof board that meets the CIA
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.
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report P9290.02.08-R18 for FL1654-R20
Certificate of Authorization#9S03 FBC NON-HVH2 EVALUATION Revision 18:02/15/2017
Prepared by: Robert Nieminen,PE-59166 Polyglass USA,Inc.;(570)384-1230 Appendix 1,Page 1 of 55