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EXTERIOR RESEARCH&DESIGN, LLC.
Certificate of Authorization 119503
TRINITY f 353 CHRISTIAN STREET,UNIT
QOERD OXFORD,CT 06478478
(203)262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-118
One Owens Corning Parkway FL10674-1113
Toledo,OH 43659 Date of Issuance:02/06/2012
740 404-7829 Revision 8: 10/09/2017
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 and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1/R905.2.6.1.
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 IERD 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 8.
Prepared by:
:t=
OF..-
Robert J.M.Nieminen,P.E. The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 + O'n'i... Nieminen,P.E.on 10/09/2017.This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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. Trinityl 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 TrinitylERD 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.
\J�
ROOFING SYSTEMS EVALUATION: TRIMIY I ERD
I. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning,.have demonstrated
compliance with the following sections of the 6th Edition (2017) Florida Building Code and Florida Building Code,
Residential Volume through testing in accordance with the following Standards. Compliance is subject to the
Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Propertv Standard Year
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011
3. REFERENCES:
Entity Examination Reference Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007
UL LLC(CER9626) Physicals&Wind Resistance 20120516-R2453 05/16/2012
UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006
UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012
UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014
UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014
UL LLC(TST9628) Physical Properties Classification letter 02/13/2014
UL LLC(TST9628) Physical Properties Classification letter 10/02/2015
Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various
UL LLC (QUA9625) Quality Control Service Confirmation Exp.05/16/2020
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic'and Supreme'are fiberglass reinforced,3-tab asphalt roof shingles.
4.1.2 Berkshire are fiberglass reinforced,4-tab asphalt roof shingles.
4.1.3 Devonshire"'are fiberglass reinforced,5-tab asphalt roof shingles.
4.1.4 Duration', TruDefinitions Duration', Duration' Premium Cool, TruDefinitions Duration' Designer Color
Collection, TruDefinitionV Oakridge®, Oakridge® and WeatherGuardg HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip&Ridge Shingles:
4.2.1 Berkshire® Hip & Ridge Shingles, High Ridge, WeatherGuard& HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidge'" Hip& Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles.
4.3 Accessory Starter Strips:
4.3.1 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD 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 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory
for fire ratings of this product.
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 2 of 8
'\�,P
TRINITY j ERD
5.4 Wind Classification:
5.4.1 All Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1
and R905.2.6.1 to ASTM D3161,Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable
for use in all wind zones up to Vasd = 150 mph (Vnit = 194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are
Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the
shingles are acceptable for use in all wind zones up to Vasd=150 mph (Volt= 194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTIVI D7158 applies to exposure category B or C, as defined in FBC 1609.4.3, and a mean
roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions
outside these limitations. Contact the shingle manufacturer for data specific to each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C.Rule 61G20-3.
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 61G204; per FBC 1507.2.3,1507.2.4 or R905.2.3.
6.2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using
minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following
exceptions:
➢ Berkshire®shingles require minimum five(5)nails per shingle.
➢ WeatherGuarda HP shingles require minimum six(6) nails per shingle.
Devonshirelm shingles require minimum six(6) nails per shingle.
➢ Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or 11905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
Fell underlayment Deck Felt undertaymem i Deck Self
-edhav l
Self-adhered undedayment
WeatherLocka
underlayment
Drip Drip edge
edge Drip edge Drip
edge
Nails located Nada located
V-3"from eave
""from cave
Install first Self-sealing adhesive Self-sealing adhesive
Starter Strip positioned along cave Install first Starter Stdp Plus positioned along eave
shingle with \ whh6'removed
---+,- .
6"removed
Starter Strip shingle overhangs eaves and rakes Yi=sh" Starer Strip Plus overhangs eaves and rakes 1/4"-3/4"
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6"'EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 3 of 8
TRINIIYIERD
6.2.6 Minimum Nailing—Classic®&Supreme:
Nornul Mansart'd Aros pyre Normal Mansard or Area.pars
YYfnd:Areea HIgNWtnd d�swneay Wind:Areas High'Wind desvansey
Ar"para vierKos narMajes Areas vianto -f'sertes Area.porn vientoa normales Areas viantos fuertes
(A) 9V•�° r LB r r r 1. (AI tz r r r IBI s• V
. .
S"Eipoaun 5 S/8'Exposure
Exposiei6n •Earposlel6n
6.2.7 Minimum Nailing—Berkshire®:
Soalalitip Sealant strip
"La the doWogr U lira de seflador
1• ~i e 8 y? 8 Vt' B-VT f 8 W. a 8 W, 8 Vi"
1
r
r
r
Standard Fastening Pattern 6-Nail Fastening Pattern
So'ah"tslap
La era de w1kdor
.f--►.4-►. .i---i 04----------0.e
,L-V,
:BVi' 9Vt' BVt 8'Vt'
i'
s
s
2" Asphatrroofingoement,
Coinentodo lorhodoasfalto
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certfficate of Authorization 119503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 4 of 8
i
TRINITY ERD
6.2.8 Minimum Nailing—DevonshireTm:
1- I 7" i 8,r I 8r. 8" I711 _1 1"
Na w
davm
..-._. Nails
53/8"exposure l 7 T
locallon
Exposlel6n de 5.5/8 pull; Ubieaddn 6nSealantdel sellador S.• _ �s�•
Ten V Spots of Asphalt Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinition®
Duration'Designer Color Collection:
4-WIFFestenlog Pattern 6-Nail Fastening Pattern
ereewof 3tif pi 2W12hSureNaft tasan6p area wan
Nai4lypiral Nan,7ypiol
M:ay.w.em++.. _rr.e+.:•�.. s.r;-ouY.>„ iP._.a.�row�,�ewn�.-,.,, .:,p.wa u.�re:.x., :+�::�e�41*- e!anw u.w:., a.:..rro�n.ro�.c,a.nr �,: c.
41/a"6dla '�.S 1.)�G�.� ��.Y'�S 2+�Q'f Tr '��fi. 6.11E'6aN" � � � e ✓' k
+�� s�')�G�I f. J��IV7i� � 1dlf Y, 3 �hY Y,�kk� .�,�✓`� 1�`�� 1��f
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes-Greater Thah'21:12
6unNa111d fulmkg ane wldM
Nall,Typical
1" 12^ ( sr
>:�.e,erwwns. ::,.=,m: e.Wn.w-n ,.,�a•`�n�o.ow -.::•�,
fa
jNl
+✓ .
'+c V Y
haw 1"5pob of A�phanRoaaelp Cement
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 5 of 8
TRINITY ERD
6.2.1 Minimum Nailing-TruDefinitione Oakridge®,Oakridge®:
4IUaII;PatEem 6=Nail Pattern
Esggema con 4 c(avos Esgtrpme CM 8 clavoi
1. ��i' 1. -y.
jE-- :12= 1Z.—moi -- .12-—
66f8 Exposure Nang 6618"Exposure, iIaBE
pdg. Claves Exposiii¢ritfe6Vepulg. 5618"Exposure Clavos 5618"Exposu�e
lExposlcloode'S 5/8 Exposiean de Ws pulg. E'xposicbride 05/8 pulg.
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastenlhq for Slopes Greater Than 21:12
EunWI1D fpMning n�wiUM
r-Naq rypFcet
x.m-amwnv._ -c'F,^;;:i„^'^ i.�'.J w',?�'i` •aww a,;�,
a? xis ! i
Four i”EpoSscfJCipMll Raotine CanMtt
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing–WeatherGuard0l HP:
�. 1np4 side.View
._. .. .., ._ . . �ii1•Ii�Ml7R>1i'1�l x,12
I
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 6 of 8
TRINITY(ERD
6.3 Hip&Ridge Shingles:
6.3.1 Installation of Berkshire' Hip and Ridge Shingles, High Ridge, WeatherGuard® HP Hip and Ridge Shingles
and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions,
using four (4) nails per shingle. Installation of DuraRidge'"' Hip & Ridge Shingles shall comply with the
Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning
published information on wind resistance and installation limitations, including the use of hand-sealing for
wind warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing—Berkshire°Hip&Ridge and High Ridge:
Fig.1 4 Fig.2
!— Pmv VWntl
Dlreitlon A ToPVl.ew SWeView
Nails--- -* A Naps Nails
\ 4 1 2 2 T
Top Lamtrlatal
F I i 4• Piece
9
A i i 1• 1'
I I
I I I
A I I I I I
A I I 1 i I
i i r ♦ �I
�xposur• I
ul
1
I
I
I
i
I 12" I
6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge:
Fig.A v v
Fig.C Hip&Ridge Shingle Fastening
Praniling wlntl /� ToPVlew
P
Naps Nails
A i i T„
T 2"
I I I I •
I I I I
I�
pos—�
EYure
5.. Exposure
72
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 7 of 8
��TRINrry ���|`—^~�^
63.5 Minimum Nailing PonEdgeHip&Ridge Shingles:
Prevailing Standard -11'
Fastening
Wind Direction Sealant Strip Pattern
6'ExposureSealant�
6'Expes re
Cover Expoi#
Fasteners with
Roof Cement
63.6 Minimum Nailing—DuraRidgeT"Hip&Ridge Shingles:
Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer tnOwens Corning
published installation instructions for their minimum requirements.
Dr.= gWiridDimedw
tub
VIU
RAM
7. LAesums:
71 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
72 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 15O7.2.7.1/R905.2.6.1.
Q' BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9' MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N'3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
ULLLC—[lU49OZ5; (63z)546'Z4S8; Kanchi.Ag,av,a|a'Dokania@ou|.com
-
END OFEVALUATION REPORT'
Exterior Research and Design,LLC. ummmw Report 037940.02.12-R8
w�ma��»vmv»�mm#�m o�EDITION(zozr)mcwow'*v*zEVALUATION ezooro'nza
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 8v,o
i
" 1
1
NEMO I etc.
Certificate of Authorization#32455
353 Christian Street, Unit#13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P12060.02.09-R24
1111 West Newport Center Drive FL5259-1128
Deerfield Beach, FL 33442 Date of Issuance:02/24/2009
(954)233-1230 Revision 24:01/24/2018
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 and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 6 1 Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: Polyglass Roof Underlayments
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. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMOIetc. 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 "NEMOletc. 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 14.
Prepared by:
Robert J.M. Nieminen,P.E. -'• .40 X
`"
1 0111, The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166,Florida DCA ANE1983 P.E.on 01/24/2018. This does not serve as an electronically
signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMOJetc. 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 I etc. 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 NEMOIetc. 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.
C
ONEM01 etc.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
following 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.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Uplift FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1507.2.3/1507.1.1 Physical Properties ASTM D226 2009
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012 2012
1507.11.2 Physical Properties ASTM D6164 2011
1507.11.2 Physical Properties ASTM D6222 2011
TAS 110 Accelerated Weathering ASTM D4798 2011
3. REFERENCES:
Entity Examination Reference Date
FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000
PRI(TST 5878) Physical Properties PRI01111 04/08/2002
PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002
PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002
PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002
PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002
PRI(TST 5878) Physical Properties PUSA-018-02-01 07/14/2003
PRI(TST 5878) Physical Properties PUSA-028-02-01 07/13/2005
PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006
PRI(TST 5878) Physical Properties PUSA-035-02-01 09/29/2006
PRI(TST 5878) Physical Properties PUSA-055-02-02 12/10/2007
PRI(TST 5878) Physical Properties PUSA-061-02-02 01/28/2008
PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008
PRI(TST 5878) Physical Properties PUSA-083-02-01 04/14/2008
PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009
MTI(TST 2508) Physical Properties JX20H7A 04/01/2008
MTI(TST 2508) Physical Properties RX14E8A 01/29/2009
ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000
ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001
ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003
ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003
ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007
ERD(TST 6049) Physical Properties P5110.04.07-1 04/11/2007
ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008
ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009
ERD(TST 6049) Wind Uplift P30540.11.09-R1 11/30/2009
ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009
ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009
ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009
ERD(TST 6049) Physical Properties P33360.06.10 06/25/2010
ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011
ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011
ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 2 of 14
L
ONEMOletc.
Entity Examination Reference Date
ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012
ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012
ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012
ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013
ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013
ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013
ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013
ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013
ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013
ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014
ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-2 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-3 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-4 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014
ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014
ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014
ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015
ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015
ERD(TST 6049) Physical Properties P44360.10.14-R1 05/18/2015
ERD(TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015
ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016
ERD(TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016
ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016
ERD(TST 6049) Physical Properties PLYG-SC13040.12.16 12/27/2016
ERD(TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017
ERD(TST 6049) Physical Properties PLYG-SC12115.08.17 08/08/2017
ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014
Miami-Dade(CER 1592) HVHZ Compliance NCA 14-0717.08 01/22/2015
Polyglass USA Manufacturing Affidavit Products Current 02/18/2009
Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008
Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/05/2018
4. PRODUCT DESCRIPTION:
4.1 Mechanically Fastened Underlayments:
4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet.
4.1.3 Polyglass G2 Base is a fiberglass-reinforced,asphaltic base sheet.
4.1.4 Polyglass APP Base is a fiberglass-reinforced,APP modified bitumen base sheet.
4.2 Self-Adhering Underlayments:
4.2.1 Polystick MTS or Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass
fiber reinforced,surfaced with polyolefinic film surface;meets FRSA/TRI April 2012.
4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced,with an
aggregate surface; meets ASTM D1970.
4.2.3 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a
polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012.
NEMO ETC,U.C. Evaluation Report P12060.02.09-R24
Certificate ofAuthorizotion#32455 CH EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-RZB
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
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NNEMOletc.
4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester
reinforced,with a granular surface; meets FRSA/TRI April 2012.
4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester
fabric surface; meets ASTM D1970 and FRSA/TRI April 2012.
4.2.6 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester
reinforced,APP modified bitumen cap sheets;meet FRSA/TRI April 2012.
4.2.7 Polystick Dual Prolm is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polyester fabric surface;meets ASTM D1970.
4.2.8 Polystick Tile ProT" is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polyester fabric surface;meets ASTM D1970 and FRSA/TRI April 2012.
4.2.9 Polystick MU-X is a nominal 54-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section
5.8).
4.3 Mechanically Fastened and/or Bonded Underlayments:
4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand-surfaced SBS
modified bitumen back-side and granule-surfaced APP modified bitumen top-side. Elastoflex G TU is for use as an
alternate to "Mineral Surface Roll Roofing' (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April
2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply
System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems.
4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets; meet ASTM D6164.
Elastoflex S6 G and Elastoflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380,
Class M)in the"Single Ply System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems.
Elastoflex S6 G is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI
April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G FR is for use as an
alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath
mechanically fastened tile roof systems.
4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
Polyflex G is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012
(04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat
Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEMO I etc. 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 the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 4 of 14
ONEMOjetc.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
&Shingles
Elastobase Yes Yes Yes Yes Yes Yes
(Base Sheet in 2-ply system) (Base Sheet in 2-ply system)
EIaStObaSe P Yes e
(Base Sheet in 2-ply system) (Base Sheet in Yes Yes Y25
2-ply system)
es
es
POlyglass G2 Base NO (Base Sheet in 2-ply system) (Base Sheet iNo NO NO
n 2-ply system)
es
POlyglass APP Base NO (Base Sheet iin 2-ply system) (Base Sheet in NO NO NO
2-ply system)
Polystick MTS or MTS PLUS Yes Yes No Yes Yes Yes
Polystick IR-Xe Yes No No No Yes Yes
Polystick TUP No Yes Yes (See 5.5.1) No No No
Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes
Polystick TU Max No Yes Yes (See 5.5.1) Yes No No
Polystick Dual Pro Yes No No Yes Yes Yes
Polystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes
Polystick MU-X Yes No No Yes Yes Yes
Elastoflex S6 G Yes Yes Yes (See 5.5.1) No Yes Yes
Elastoflex S6 G FR Yes Yes No No Yes Yes
Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes
Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes
Polyflex G FR Yes Yes No No Yes Yes
Polyflex SAP or SAP FR Yes Yes Yes (See 5.5.1) No Yes Yes
Mule-Hide SA-APP Cap Sheet Yes Yes Yes (See 5.5.1) No Yes Yes
or SA-APP Cap Sheet(FR)
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations.
TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS)
Adhesive Florida Product Underlayments
Approval
DAP Foam Touch'n Seal Storm Bond Roof FL14506 Polystick TU Plus,Polystick TU Max
Tile Adhesive
Dow TileBondT1 FL22525 Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro
Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro,
ICP Adhesives Polyset"AH-160 FL6332 Elastoflex G TU,Elastoflex S6 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR,
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)
Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro,
ICP Adhesives Polyset®RTA-1 FL6276 Elastoflex G TU,Elastoflex 56 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR,
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)
'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 5 of 14
ONEMOJetc. '
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Polystick(all variations), Dual Pro,Tile Pro, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet
(FR)self-adhered to:
➢ New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood;ASTM D41 primed existing
plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels
(designed and installed to meet wind loads for project).
Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or
OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ ASTM D41 primed structural concrete.
Polyflex G or Polyflex G FR torch-applied to:
➢ ASTM D41 primed structural concrete.
5.6.2 Bond-to-Insulation:
Polystick (all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR) self-adhered
to:
➢ ASTM C1289, Type Il, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard; Dens Deck Prime;or SECUROCK Gypsum-Fiber Roof Board.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
Polyflex G or Polyflex G FR torch-applied to:
➢ ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile
systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlayment system in accordance with FBC Section 1504.3.1.
5.6.3 Bond to Mechanically Attached Base Laver:
Polystick (all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self-adhered to:
➢ ASTM D226,Type I or II felt; Elastobase; Elastobase P or Mule-Hide Nail Base.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ ASTM D226,Type I or II felt; Elastobase; Elastobase P, Mule-Hide Nail Base or Polyglass G2 Base.
Polyflex G or Polyflex G FR torch-applied to:
➢ Elastobase; Elastobase P, Mule-Hide Nail Base, Polyglass G2 Base or Polyglass APP Base.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For installations under foam-on tile systems, base layer shall be attached per minimum
requirements of FRSA/TRI April 2012 (04-12),Appendix A,Table 1, or as listed in Section 5.6.4 herein, or as tested in
accordance with FBC Section 1504.3.1.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6"'EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 6 of 14
ONEMOletc.
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where the underlayment
forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012 (04-12)and are used in foam-on tile applications. 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 FRSA/TRI April 2012(04-
12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#2 Maximum Design Pressure=-97.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x
1'/0"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c.
#3 Maximum Design Pressure=-105 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP, Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x
1'/<"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch O.C.
#4 Maximum Design Pressure=-135 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional)PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP, Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#5 Maximum Design Pressure=-315 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P, Polystick TU Plus,Polystick TU Max,Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap
Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#6 Maximum Design Pressure=-622.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Underlayment: Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#7 Maximum Design Pressure=-30.0 psf*:
Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP, Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 7 of 14
ONEMOletc.
#8 Maximum Design Pressure=-37.5 psf*:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#9 Maximum Design Pressure=-37.5 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)or two(2)layers ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt.
#10 Maximum Design Pressure=-45 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)layer ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU,applied in full mopping of hot asphalt.
#11 Maximum Design Pressure=-45 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two(2)layers ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot
asphalt.
#12 Maximum Design Pressure=-45 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#13 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#14 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate ofAuthorizotion#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 8 of 14
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#15 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#16 Maximum Design Pressure=-60 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: it ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#17 Maximum Design Pressure=-60 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates
Spacing: 12-inch o,.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#18 Maximum Design Pressure=-67.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch-
applied.
#19 Maximum Design Pressure=-75 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates, OMG Roofgrip#14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 10-inch o.c.at the 4-inch wide side laps and 10-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch-
applied.
#20 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#21 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or CMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#22 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt.
NEMO ETC,U.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization 1132455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION . FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 9 of 14
ONEMOletc.
#23 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with
CMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch-
applied.
#24 Maximum Design Pressure=-97.5 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the 4-inch wide side laps and 4-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP, Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#25 Maximum Design Pressure=-105 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#26 Maximum Design Pressure=-112.5 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer at all tin-caps
Base Ply: Polystick MTS or Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP, Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#27 Maximum Design Pressure=-120 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or CMG#14 Heavy Duty with CMG 3"Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#28 Maximum Design Pressure=-120 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.1 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum
Design Pressure of-45 psf.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 10 of 14
ONEMOjetc.
5.6.4.2 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed
that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, 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 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.
5.7 Exposure Limitations:
Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days
after installation.
Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation.
Polystick MTS, MTS PLUS, TU P,TU Plus,TU Max, Dual Pro,Tile Pro or Elastoflex G TU shall not be left exposed for
longer than 180-days after installation.
Polyflex SAP or SAP FR, or Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure
limitation, unless the prepared roof covering is to be adhesive-set tile, in which case the maximum exposure is 30
days.
Elastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the
prepared roof covering is to be adhesive-set tile (Elastoflex 56 G or Polyflex G only), in which case the maximum
exposure is 180 days.
5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226
roofing felt in a dry condition,tested at standard laboratory conditions. Agreement between purchaser and seller,as
set forth in Section 4.3,Note 1 of ASTM D1970-15,should be established as to slip resistance.
5.9 Tile Slippage Limitations(FRSA/TRI April 2012(04-12)):
When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS
Underlayment Tile Profile Staging Method Maximum Slope
Flat 10-tile stack 7:12
Elastoflex G TU
Lugged 8-tile stack(6 over 2) 6:12
Elastoflex S6 G or S6 G FR Flat or Lugged 6-tile stack(4 over 2) 4:12
Polystick MTS or MTS PLUS Flat 6-tile stack(4 over 2) 5:12
Lugged 6-tile stack(4 over 2) 4:12
Polystick Tile Pro Flat or Lugged 6-tile stack(4 over 2) 7:12
Flat 6-tile stack(4 over 2)or 10-tile stack 7:12
Polystick TU Max Lugged 6-tile stack(4 over 2) 7:12
Lugged 10-tile stack 6:12
Polystick TU P Flat 6-tile stack(4 over 2) 6:12
Lugged 6-tile stack(4 over 2) 4:12
Polystick TU Plus Flat or Lugged 6-tile stack(4 over 2) 7:12
Flat or Lugged 10-tile stack 6:12
Polyflex G or G FR Flat or Lugged 6-tile stack(4 over 2) 4:12
Polyflex SA P or SA P FR Flat or Lugged 6-tile stack(4 over 2) 4:12
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate ofAuthorizotion#32455 6" EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 11 of 14
NNEMOletc.
6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Elastobase,Elastobase P or Mule-Hide Nail Base:
6.3.1 Non-Tile Applications:
Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA
P FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self-adhered, Elastoflex G TU, Elastoflex S6 G or
Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are
those associated with the top-layer underlayment,as set forth in Table 1.
6.3.2 Tile Applications:
Elastobase,Elastobase P or Mule-Hide Nail Base are limited to use as a mechanically attached base sheet in the"Two
Ply System"from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with
FRSA/TRI April 2012(04-12)Installation Manual.
6.4 Polystick MTS,MTS PLUS,IR-Xe,TU P,TU Plus,TU Max,Dual Pro,Tile Pro or MU-X or Polyflex SAP,Polyflex SAP FR,
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR):
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970(except Polystick TU P) underlayment
in FBC Table 1507.1.1 for the type of prepared roof covering to be installed.
6.4.2 Direct-to-Deck with Mechanically Fastened Roof Covers:
All self-adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule-Hide SA-APP
Cap Sheet or SA-APP Cap Sheet(FR)should be back-nailed in selvage edge seam in accordance with Polyglass/Mule-
Hide back nailing guidelines. Nails shall be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch
diameter metal disk or Simplex-type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back-
nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of.
membrane. The head lap membrane is to cover the area being back-nailed.
All seal-lap seams (selvage laps) must bei`-4
firmly rolled with a minimum 28 Ib. handyr` s
roller to ensure full contact and adhesion.
For Dual Pro and Tile Pro, align the edge of .
the top sheet to the end of the glue pattern
(the sheet will overlap the fabric).
Y,
a •�
View of Ovelap Seam of Dual Pro and Tile Pro
All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified
Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap.
Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets,exposed valleys,
or exposed roof to wall details
NEMO ETC,U.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 12 of 14
L
ONEMOjetc.
Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or
Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the
Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be
installed in a water shedding manner.
All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a
minimum of 40-Ib weighted-roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied
for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 Ib roller)or small areas of the
roof that are not accessible to a large roller or broom.
6.4.3 Tile Applications(not allowed for Polystick Dual Pro,IR-Xe or Polystick MU-X):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions
noted above as a guideline.
For mechanically fastened tile roofing over 2-ply system,consisting of Base Sheet and self-adhering top sheet(s), Base
Sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1.
For adhesive-set tile applications,refer to Section 5.6.4 herein.
6.4.4 Two(2) Ply Underlayment Systems:
Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS,TU P,TU Plus,TU Max,Tile Pro, MU-X or Polyflex
SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with
the top-layer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired.
Polystick MTS or MTS PLUS followed by Polystick TU P,TU Plus,TU Max,Tile Pro or Polyflex SAP is allowable for use
under foam-on tile systems. Limits of use are those associated with the top-layer material. This is not a requirement,
but is allowable if a 2-ply underlayment system is desired.
6.5 Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR:
6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published
installation requirements. For use in tile applications:
✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single
Ply System"from.FRSA/TRI April 2012(04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened or
adhered tile roof systems.
✓ Elastoflex S6 G is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet" in the"Two Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened or
adhered tile roof systems.
✓ Elastoflex S6 G FR is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single
Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened tile
roof systems.
6.5.2 For hot-asphalt-applications, Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt-applied to the
substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set
minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt
with asphalt extending approximately 3/8-inch beyond the lap edge.
6.6 Polyflex G or Polyflex G FR:
6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in tile applications:
✓ "i h "Two PI System"from FRSA TRI April
Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet n the y y / p
Yf
2012(04-12)beneath mechanically fastened or adhered tile roof systems(Base Sheet Limited per 5.6.3).
✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI
April 2012(04-12)beneath mechanically fastened tile roof systems(Base Sheet Limited per 5.6.3).
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 13 of 14
MEMO I etc.
6.6.2 Polyflex G or Polyflex G FR shall be fully torch-applied to the substrates noted in Section 5.6. Side laps shall be
minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end
laps shall be fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap
edge.
6.7 Tile Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Table 2 herein,and Polyglass published requirements for tile staging.
6.7.2 Battens and/or Counter-battens, as required by the tile manufacturer and FRSA/TRI April 2012(04-12) must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail-
boards,to prevent tile sliding and/or damage to the underlayment during the loading process.
6.7.3 Polyglass specifies the minimum cure time after installation of self-adhering membranes and before loading of
roofing tiles is forty-eight(48) hours.
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.611320-3 QA requirements. The following
plants have qualified products under their respective physical properties specifications.
Plant Specification Product(sl
Fernley,NV,Hazleton,PA&Winter Haven,FL ASTM D1970 Polystick MU-X
Hazleton,PA M-D 13-0004 Elastoflex G TU
ASTM D1970 Polystick IR-Xe
Hazleton,PA&Winter Haven,FL ASTM D1970&FRSA/TRI April 2012 Polystick TU Plus
ASTM D1970&FRSA/TRI April 2012 Polystick TU Max
Tuscaloosa,AL ASTM D4601,Type 11 Polyglass G2 Base
ASTM D226(physicals) Elastobase,Elastobase P
ASTM D6509 Polyglass APP Base
FRSA/TRI April 2012 Polystick MTS,Polystick MTS PLUS
FRSA/TRI April 2012 Polystick TU P
Winter Haven,FL FRSA/TRI April 2012 Polyflex SAP,Polyflex SA P FR
ASTM D1970 Polystick Dual Pro
ASTM D1970&FRSA/TRI April 2012 1 Polystick Tile Pro
ASTM D6164 Elastoflex S6,Elastoflex S6 G FR
ASTM D6222 Polyflex G,Polyflex G FR
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (314)578-3406; k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 14 of 14