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I I 1 . AnuLcutlon eotod
q-;: FL1654.826
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer POIYGLASS USA
Address/Phone/Emaii 1111 %v. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1330 Ext 242
maipert@poly9lass.com
Authorized Signature Maury Alpert.
n)alpert@polyglasi.com
Technical Representative TECH REP
Address/Phone/Email t 1 11 West Newport Center Drive
Deerfield Beach, H. 33442
(866) 802-8017
uspolyglasstechnicairmpolyglass.Com
Quality Assurance Representative QA REP
Address/Phone/Email l t t t West Newport Center Drive
Deerfield Beach, Ft. 33442
(t888)410-1375
uspolyglasstechnical@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 - Flardcopy Received
Florida Engineer or Architect Name who developed
Robert Nleminan
the Evaluation Report
2001
Florida License
PE -59166
Quality Assurance Entity
11L LC
Quality Assurance Contract Expiration Date
11/07/2022
Validated By
Sohn W. hnezevich, PE
ASTM D6S09
Validation Checklist- Hardcopy Received
Certificate of Independence!:;SLNiEL•itCiENIVgf
Referenced Standard and Year (of Standard) Standard
Year
A STF1 D4897
2001
AST M D6162.
2008
ASTM D6163
7008
ASTM D6164
2011
ASTM D6222
2011
ASTM D6S09
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
Date 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 Modified
SBS and APP modified bitumen roof systems
Bitumen Roof Systems
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
A 1654 R26 11 2019 10 FINAI Al FR PG MODBIT FL1654-
B26.0df .
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nleminen PE -59166
Design Pressure: +N/A/ -622.5
Created by Independent Third Party: Yes
Other: 1.) The design pressure In this application relates
Evaluation Reports
to one particular assembly over concrete deck. Refer to the
FL1654 R26 AE 2019 10 FINAL Eft PG MODBIT FLI654-
R26.0df
ER Appendix for other systems and deck types. 2.) Refer
to EA, Section 5 for other Limits of Use.
Created by independent Third Party: Yes
canon gy :; 1601 Flair State Read, Tallhmsga FL 12399 Man,- 850-487-1821
The State of Florida Ia an ANEEO employer. Convneht 2007ID13 Stale n1 FInMa.:: Prlvary Sdommr :: ArmasAcreaa b�:: Refund Sr3temen
Under Florida law, email addresses am public records. 11 you do not want your e-mail address released In response to a public -records reason, do not send electronic
mall to INS enols. Instead, contact the office by phone or my traditional mall. If you have any questions, please contact 850.487.1395, apunuant to Section
455.275(7.), Florida Slalutss, effective October 1, 2012, then ... I licensed under Chapter 455, F.S. mtut provide the 0,pu mans an en email address If they have
ons. no email[ Provided may an ... d far official communlcallon with the licensee. However email addresses are public recent. If you do not wish to supply e
personal address, please provide the Oepamm of with an email address which can be made available to the public. To determine If you are a Strumee under Chapter
455, F.S., please dick atm.
Prodruuct A ...... I Accepts,
Credit Card
Safe
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NEMO I etc.
Certificate of Author 2ohoa #3245.5
353 Christian Street, Unit 413
Oxford, CT 06478
(203)262-92,15
ENGINEER EVALUATE TEST CONSULT CERTIFY
Yr s�. rt yti 1, �1ia L 'LL.e., . , ra'.I.s a.v?--sy'r c
Polyglass USA, Inc. Evaluation Report P9290.02.08 -R24
1111 West Newport Center Drive
Deerfield Beach, FL 33442
(954)233-1230
FL1654-R26
Date of Issuance: 02/11/2008
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 611 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 invalid 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 Ietc. 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(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:
at'j'v:"•,,',.p;.
0'v fM1s
Robert I.M. Nieminen, P.E.
_..?;'�"
The racsm,lle seal arneanny+was zmhcdzcd by RPbe,t
Florida Registration No. 59166, Florida DCA ANE1983
.. .. ....
Nieminen. rtE. nn lnpa/1019. nus rices not serveuan
[lectmnica;ly siyneJ dottlm¢nt.
CERTIFICATION OF INOEPENOENCE:
I. 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.
02018, NEMO ETC, LLC
04NEMO I etc.
ROOFING SYST[MS EVALUATION:
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 following sections of the 611, Edition (2017) Florida Building Code
through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements
and Limitations / Conditions of Use set forth herein.
Section
Property
Standard
Year
1504.3.1
Wind
FM 4474
2011
1504.3.1
Wind
UL1897
2012
1504.7
Impact
FM 4470
2012
1507.10.2
Physicals
ASTM D-1897
2001
1507:11.2
Physicals
ASPM 1)6162
2008
1507.11.2
Physicals
ASTM D6163
2008
1507.11.2
Physicals
ASTIv1 D6164
2011
1507.11.2
Physicals
ASTM D6222
2011
1507.11.2
Physicals
ASTM D6509
2009
Entity
Exam
Reference
Date
Entity
Exam
Reference
Date
ERD(TST6049)
Physicals
P10490.10.082
10/30/2008
FMi(IS11861)
FM4470
3006115
05/02/2CM
ERO ITST6049)
FNI 4470/4474
'13760.09.09
09/10/2009
FNI TST1967)
FM 4470
3012321
07/29/2602
ORD ITS r6099)
I'M 4470/4474
P13770.09.09
09/10/2009
1'Ph(I5ruafil)
FM 4470
3014692
08/05/2003
ERR PST 6049)
1'74 44 70/4471
P30540.11.09 -R1
11/30/2009
Ph1(T511867)
FM 447D
3D14751
08/27/2003
ERD IT96049)
FM 4470/4474
P30550.12.09
12/02;2009
FM(T5r1867)
FM4470
3007170
Mli3/2004
ERD(TST6049)
Physicals
P33960A2.10
12/30/2010
FM(TSI '1867)
FM 4470
3019317
0613012004
ERD(TSTGO491
FM 44 70/44 74
133970 03.11
03/15/2011
FNI (FSI '1867)
FM 4470
3020703
07/30/2004
EIID USTIR49)
Pirys"ais
P37590.03,13 -3A
03/06/2013
FPd(r5T186/)
FM 4470/4474
3018332
01/31/2006
ERD(TST6049)
pM 4.171/4474
P39680.03.13
03/04/2013
FM(IS]1867)
FM 4470/4474
3023368
03/20/2006
ran (TST60491
Physicals
P37590.03.13.1-121
06/26/2013
rm (T5R867)
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05/23/2006
HtD4ST6049)
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P37590.03.13-2411
07/01/2013
Fnt(TST1867)
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07/18/2006
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07/01/2013
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'37590.03.13 Sat
07/01/2013
FRI(1511867)
1 4.170/4474
3032172
06/12/2005
HO (TSI 6049)
Ph'sials
P3759OW.13 i
(17/02/2013
FM (I S'f1867)
FM 4410/4474
3049631
(11121/2014
f AD(TST6049)
FNI 41170/4474
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a8/(%/2013
FM(ISr 1 E6%)
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3057029
112/02/2017
ERD ITST6049)
Physicals
1145940,09.13
09/04/2013
NEMO (TST6049)
Criticality
45 PLYG 18 e01 CC36
06/23/2018
ERD(IST6049)
Physicals
1-44370.10.13
10/0112013
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FM4474
4t.PLYG-1x-4o3M'ix
08/21/2018
ERD ITST6049)
Physicals.
P39SM.0114 2
09/11/2014
NEtvIO (15Tb0;'JI
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S1�r,IG ISM! WAR
10/03/2018
ORD(15T6049)
F1,44470/4474
SC6160.11.14
11/10/2014
NFMO JTST60191
As TM 04897
45-PLYG IS-ONMIR 2
11/16/20:8
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P454405C.03.15 1.
03/31/2015
NEMO (7ST50.79)
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45-PIYGa8:00? 11. is 3
11/28/2018
ERS frsTG049f
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SC5170.06. 15
05108/2019
KOO ITSI69191
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4pverG.1e 0e3.1
11/28/2018.
fR0(MT60.19)
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scscasjn1 15
05/19/2015
NEMO ITST60491
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01/11/2019
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SC517D12.15
12129/2015
NEMO ITST6D•19i
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45 PLYG IS 00201. U%.
al/24/2019
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04/01/2016
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05/20/2019
ERD #516049)
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11/11/2016
NEW(15T6349)
ASTM 06164
55 P6'G 1x
05/31?2014
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01/17/291
NH40(TST6949)
Criticality
4S.P1YC6 a.001U6A9.A
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05/30/2017
NEMD(TST6049)
ASTM D6164
4S KYG 18 002,09 191
1)9166/2015
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NYGCIL1194505.17.1
05/30/2017
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09/06/019
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05/30/2017
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31/2E/2005
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(19/1112017
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02/27/2004
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fN14470
Nt7A7,AM
08/0411994
PRI (TSTS878)
Physicals
PUSA 06202 02
12/04/2U08
FM (TST1967)
FM 4470
0D3A3.A61
04/04/1997
PRI (TST5879)
TAS 114
PUSA-188-02.01
02/()8/2017
FM ITST1967)
iM4470
2DOAO.AM1
12/23/1998
PRI ITSTS8781
TA5114
PUSA-188-0202
02/013/2017
FM(TST1867)
FM 4470
2USA9.AM
06/22/1999
PRI ITST5878)
TAS 114
PUSA-188.0203
02/08/2017
I'AS(TST18E7)
FM 4470
3006646
01/04/2000
PRI ITST5878)
TAS 114
PUSA-202-0201
OE/17/2017
fM ns rl867)
FM 4470
3001334
01/25/2000
PSI(TST5878)
TAS 114
PUSA-20Z-02.02
05/17/2017
NEMO ETC, LLC Eyaluatlon Report P9290.02.08.RZ4
CrMicole 01Aufhmirnlion#32455 6 ... EDITION (2017)FOC NON-HVHZ EVALUATION FL16S4:R26
Polyglass Modified Bitumen Roo(Systems; (954) 233.1330 Revision 24:10/14/2019
Page 2 of 5
Entity Exam Reference Date Entity
GM I15i18671 GM LRO 300133n 02/15/2000 M -D (CER1692)
GM IrSrlxfi%) FM AA JO 3000x5'1 01/T2/'1011 M -D (CE1i16921
FM(TST1867) FM 4470 3004091 01/12/2000 UL(QUA96251
�44. )NEMOletC.
Exam Reference aaaLe
HVHz Various NOAs Various
Prop. for Rev. 10-UR23 10/12/2030
Quality Control Service Confirm (9/13/2916
This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accord
Inc. published installation instructions and the Limitations / Conditions of Use herein.
membranes make up the subject systems.
TABLE 1: ROLL -GOODS FOR POLYGLASS MODIFIED BITUMEN R00F SYSTEMS
ance with Polyglass USA,
The following Polyglass
Type
Product
Specification
Reference
� Grade
Type
Base Sheet/ Base Ply
Elastovent
ASPM D4897
N/A
N/A
j Polyglass 62 Rase
ASTM D4601
N/A
II
Polyflex SA Base
ASTM D4601
N/A
II
IElastobase SA
ASTM D4601
ASTM 06163, Table 2
I N/A
5
II
j Polyglass Base
ASTM D6509
IJ/A
N/A—1
SBS Membranes
Elastoshield IIT
ASTM D6162
S
III
E Elastoshield HT G
ASTM D6162
G_
j III
Elastoshield HT G FR
ASTM D6162
Elastobase..... .-_—
D6163
S
f S
I
Elastoflex V
^...L__
ASTM 136163
-
I �
_
_ .......__..... _......__._-ASTM
Elastoflex SA V
ASTM 136163
l 5
~
Elastoflex SA V FR
ASTM D6163
5
I
Elastoflex SA V Plus
ASTM 06163
S
I
Elastoflex SA V Plus FR
ASTM 136163
5
I _
_
Elastabase P
ASTM D6164
5
I
Elastoflex SA Base HD
ASTM D6164
5
Elastoflex 5G
ASTM D6164
S
I
-
S6 HP
ASTM D6164
j 5
II
_Elastoflex
Elastoflex V G
ASTM D6163 I
G
I
Elastoflex V G PR
ASTM D6163
G
I
Elastoflex S6 G
ASTM 06164 I
G
I
__
Elastoflex <_6 G FR
_
ASTM 136164
G
_
� I
POlyfresko G SBS
ASTM D6164
G
I
Polyfresko G SBS FR
ASTM D6164 1
r G
I _
Elastoshield TS G
.........
Elastoshield fS G Flt
ASTM D6164
ASTM D616A
G
G
I
.--
Elastoflex SA P
D6164
G
Flastnflex SA P FR
_ASTM
ASTM D6164G
I
Polyreflect
ASTM DG 164
NEMO ETC, LLC Evaluation Report P9290.02.03 -R24
CLIMIXele ofAuthadrmion#32455 6"' EDITION (2017) Fee NON-HVH2 EVALUATION F1.1654-1126
Polyglass Modified Bitumen Roof Systems; (9541 233-1330 Revision 24: 10/14/2019
Page 3 of 5
TAW.[ 1 (CON'nNUEo): ROLL -GOODS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS
Specification
._. _. Type Product I .
PolyflcsG I ASTM D6222 I G I I
Polyflex G PR ASTM D6222 G _
Polvfresko G ASTM D6222 G
APP Membranes- ---��
Polybond G ASTM D6222 G
( PDlyllex SA P ASTM D6222 GI I
Pnlyflex SA P FR ASTM D6222
Polyfresko G SA ASTM D6222
Polyfreeko G SA FR ASTM D6222 G
Polykool ASTM D6222 S _.
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 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 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.
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.
NF.MO ETC, LLC Evaluation Report P9290.02.08-RZ4
Ceaijleate o/Authosimtloo#32455 6"'EDITION 120171 FBC NON-HVHZ EVALUATION FLL654-RZG
Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 24: 10/14/2019
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*NEMO I etc.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall
be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having
Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM 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 fro(p FBC Figure 1609.3(l), 1609.3(2) or 1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61620-3. For non-
Polyglass components listed within wind uplift rated assemblies in Appendix 1, refer to the Product Approval of the
component manufacturer.
6.1 Polyglass Modified Bitumen Roof Systems shall be installed in accordance with Polyglass USA, Inc. published
installation instructions, subject to the Limitations/ Conditions of Use noted herein.
6.2 System attachment 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.
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
Contact the noted QA aPc oFai F.n.0 li.l I
=W&
UL LLC — QUA9625; (314) 578-3406, 1(.chancellor@us.ul.com
THE 81 -PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPOR F -
NEMO ETC, LLC Evaluation Report P9290.02.08 -R24
CatiJrtnte 01AWMI11oiion 932455 8'a EDITION 120171 FBC NON-HVH2 EVALUATION FL1654.1126
Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 24: 10/14/2019
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