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HomeMy WebLinkAboutProduct Approval r
FIS NEnn® etc.
Certificate of Authorization#32455
.353 Christian Street,Unit#13
Oxford,CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
REPORT
Owens Corning Evaluation Report 037940.02.12-1110
One Owens Corning Parkway FL10674-R15
Toledo,OH 43659 Date of Issuance:02/06/2012
(740)404-7829 Revision 10:•08/15/2019
SCOPE:
This Evaluation Report is issued under Rule 611320-3 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 of the Accredited Quality Assurance Agency noted
herein and FBC 15071.7.1/11905.2.6.1
CONTINUED COMPLIANCE: This Evaluation Report is valid until 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 locationts). 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."NEMOIetc. 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 10. -
Prepared by: ..0"jr....,,,�
} F..: :: rr T x. The facsimile seal appearing was authorized by Robert-
Robert J.M.Nieminen,P.E. �;fiF..
Nieminen,P.E.on 08/15/2019.This does not serve as an
Florida Registration No.59166,Florida DCA ANE1983 ✓�......;in S electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMOletc..does not have, nor does it intend to acquire, or will it acquire, a financial interest in any comp any.manufacturing or
distributing products it evaluates. I , _ _
2. NEMOI 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 ariy 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 I etc.nor Robert Nieminen,P.E.are,in anyway,the Designer of Record for any project
on which thi's Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically
for that purpose.
©2018,NEMO ETC,LLC
i
N E,M0 I etc.
ROOFING SYSTEMS EVALUATION:
SCOPE.1.
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.
STANDA"Rbs:
Section Property Standard Year
1507.2.4,R905.2.3 Physical Properties ASTM D1970 2015
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
:13. �REFERENCES-
Enti Examination Reference : Date
Owens Corning Declaration Equivalency Declaration 08/06/2019
PRI(TST5878) ASTM D1970 OCF=382-02-01. 10/24/2017
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 06.CA20263 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
PRI(QUA9110) Quality Confrol - Service Confirmation 04/05/2020
4. '•QD DESCRIPTI o
Al ACCESSORY STARTERS:
4.1.1 'Starter-Strip Shingle,Starter Strip Plus and SRS TopSh)eld Starter are starter strips for asphalt roof shingles.' Meets
ASTM`63462. "
4.1.2 Starter Shingle Roll is a mineral-surfaced,fiberglass-reinforced,self-adhering SBS modified bitumen starter strip.-
nominal
trip,nominal 7.2-inch wide x 33-ft 4-inch long roll,for use with asphalt shingles. "Meets ASTM D1970
4.2 -ASPHALTSHINGLES:
. 4.2.1 Classic and Supreme are fiberglass reinforced,3-tab asphalt roof shingles. Meets ASTM D3462.
4.2.2." Berkshire are fiberglass reinforced,,4-tab asphalt roof shingles: Meets ASTM D3462.
4:2.3: Duration',TruDefinition'Duration®, Duration'Premium Cool,TruDefinition' Duration' Designer Color Collection;
TruDefinition'Oakridge', Oakridge' and WeatherGuard' HP are fiberglass reinforced, laminated asphalt roof.
shingles.Meets ASTM D3462.
4.3 HIP&RIDGE SHINGLES: ::. .
4.3.1 Berkshire'Hip&Ridge Shingles with Sealant,DuraRidge®Hip&Ridge Shingles with Sealant,ProEdge®Hip&Ridge,
Shingles and WeatherGuard'HP Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles.
Meets ASTM D3462.
NEMO ETC,LLC Evaluation Report 037940.02.12-1130
Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15
Owens Coming Asphalt Roof Shingles Revision 10:08/15/2019
Page 2 of 10
-P
NNEmo 0 etc.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer
of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting
or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory for
fire ratings of this product.
5.4 Wind Classification:
5.4.1 The Owens Corning asphalt shingles noted in Section 4.2 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 acceptable 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.
Note: Classification by ASTM D7158'applies only 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.
5.4.2 Starter Strip Shingle,Starter Strip Plus and SRS TopShield Starter noted in Section 4.1.1 and the Owens Corning hip
& ridge shingles noted in Section 4.3 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to
ASTM D3161,Class F, indicating acceptable use in all wind zones up to Vasd=150 mph (Vult.=194 mph). Refer to
Section 6 for installation requirements to meet this wind rating.
5.4.3. 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.
INSTALLATION:6.
1. 6.1 GENERAL:
6.1.1 Roof deck, slope, underlayrrient 'and fasteners shall comply with .FBC 1507.2 / R905.2 and the shingle
manufacturer's minimum requirements.
6.1.2 Underlayment shall be acceptable to the shingle manufacturer and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 61G20-3,per FBC Sections-1507.2.3,1507.2.4 or R905.2.3.
6.1.3 Fasteners shall be'in accordance with the shingle manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.1.4 Owens Corning asphalt shingles are acceptable for use in reroof(tear-off)or recover applications, subject to the
limitations set forth in FBC Section 1511 or R908 and published installation instructions.
6.2 ACCESSORY STARTERS:
6.2.1 Installation of Starter Strip Shingle, Starter Strip Plus and SRS TopShield Starter'shall comply with the Owens
Corning current published instructions,using minimum five(5)nails per strip.
Fah tmdedayrttent r Deck Feb urdedaymmt geek SeNdhered
Weathadaek9
Self-adhered wdarlsymrne
WeatherLocN
undertaymem i
Drip 13,0wise
edge Drip edge D fp r'
edge
Nails located N.bloeated
2"-r from eave T-3'tmm nve
ti5lag rU51 SeMea� a
adhesive SaFemyTg adheStve
Starter$trip positioned along Pave 6GdSnor So+pNas - pos:lioned dung rare
shhegle with .,.. \ �
removed
Starter Strip shingle overhangs eaves and rakes W=t5' SYrtn Svi pplea er<duugs nvnand.aka vram•
Figure 1:Minimum Nailing,Starter Strip Figure 2:Minimum Nailing,Starter Strip Plus
MEMO ETC,LLC Evaluation Report 037940.02.12-1110
Certificate of Authorization 1132455 6-EDITION(2017)FBC NON-HVH2 EVALUATION — FL10674-R15
Owens Coming Asphalt Roof Shingles Revision 10:08/15/2019
iPage 3 of 10
NNEMO0 etc.
6.2.2 Installation of Starter Shingle Roll shall comply with the Owens Corning current published instructions.
Deck
Underlayment
Dnp edge
Drip edge
Starter Shingle Roll adhered
directly to underlayment and
primed drip edge
Self-sealing adhesive
positioned along eaves
Figure 3:Starter Shingle Roll
6.3 ASPHALT SHINGLES:
6.3.1 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 8905.2.6,with the following exceptions:
➢ Berkshire'shingles require minimum five(5)nails per shingle.
➢ WeatherGuard®HP shingles require minimum six(6)nails per shingle.
Where the roof slope exceeds 21 units vertical in 12 units horizontal,special methods of fastening are required
-Refer to Owens Corning published information on wind resistance and installation limitations.
6.3.1.1 Classic"&Supreme: .
991
Normal Mansard or Area para Normal Mansard or Area para
Wind Areas High Wind dosvanes y Wind Areas High Wind deavanes y
Area para vientos normalea Areas vientos fuertes Area para vientos normales Areas vientos fuerres
tt• n• t" Z"
F,1' (B z' (B) rz• t•
tz Atzt
S"Exposure 5 SIB"Exposure
Exposicidn Exposieidn
Figure 4:Minimum Nailing,Classic&Supreme Figure 5:Minimum Nailing,Classic_&Supreme
(Standard Size) (Metric Size)
NEMO ETC,LLC Evaluation Report 037940.02.12-1110
Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15
Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019
Page 4 of 10
� 1
NMEMO etc.
6.3.1.2 Berkshire®:
Sealant strip Sealant strip
La tlra do se&dor La dra de sellador
t---s t--> a t -• 0-0
��•
9-ve 9 w. $1(t. f ` 8 1A.. 8 W 8 W 8 Yz" f
r
Figure 6: S-Nail Pattern,Berkshire Figure 7: 6-Nail Pattern,Berkshire
Sealant strip
La Nra do sellador
t"
1
2"
Asphalt roofing cement
Cemeafo de fecho de astalto
Figure 8: Mansard or Steep Slope Pattern,Berkshire
NEMO ETC,LLC Evaluation Report 037940.02.12-R10
Certificate afAuthorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15
Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019
Page 5 of 10
*NEMOjet-c.
6.3.1.3 Duration",TruDefinition®Duration Duration®Premium Cool&TruDefinition Duration®Designer Color Collection:
4-Nail Fastening Pattern
SureNail®fastening area width
Nail,Typical
1" 12"
�r pnz co.ninp suraHan ® �t naN9 awUm]su�d1 a arcn,condo sure;:.-i%+ •
i;-118" 5.518"
:•povae
Figure 9:Standard 4-Nail Pattern,Duration
6-Nall Fastening Pattern
SureNail®fastening area width
Nail,Typical
1" 12" IJ12" 1"
pwwens Corning SurcYal • ,P:av�+n46uurm�zuand ®fmns CofninO S.a@Jr:c+ •
6-118" 5.5/8"
eryosae
F1 F
Figure 30: 6-Nail Pattern,Duration
Fastening for Slopes Greater Than 21:12
SureNail®fastening area width
Nall,Typical
1" 12" 12" 1"
•rnEus c«n�na sure• s •a:N>ns au;wo�wa.+o •owan,canna surarL^d •
6-1I8" 5_5!8" it
e ra 2„
Four 1"Spots of Asphalt Roofing Cement
Figure 11: Mansard or Steep Slope Pattern,Duration
MEMO ETC,LLC Evaluation Report 037940.02.12-R10
Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15
Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019
Page 6 of 10
S
NNEMO etc.
6.3.1.4 TruDefinition°Oakridge°,Oakridge®:
4 Nail Pattern
Esquema con 4 clavos
1" 1"
I� ,2 —;+►I fes- 12^-�►I
55/8".Exposure.. Nails 6.518"Exposure
Erposic7dado6618pulg. clavos ExposicOndo6618pulg.
Figure 12:Standard 4-Nail Pattern,Oakridge
6 Nail Pattern
Esquema con 6 clavos
t^ t^
Imo— tz' hE= 12"—�
5678"Exposure Clam Nails 518"Exposure
EvposWn de 5 6/8 pulg. Exposicidn de 6 6/8 puig.
Figure 13:6-Nail Pattern,Oakridge
Fastening for Slopes Greater Than 21:12
SureNel{9 tastoning area width '
Nall,Tjpleal
12" 12" 1"
One^e[^,dm�SVM'af • •aW+f aN�"oW •Pxns CavcA SaN<I •
8-118" 5.518"
To-T2-
V
Spots of Asphalt Roofing Cement
Figure 14:Mansard or Steep-Slope Pattern,Oakridge
NEMO ETC,LLC Evaluation Report 037940.02.12-R30
Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15
Owens Corning Asphalt Roof Shingles Revision 30:08/15/2019
Page 7 of 10
*NEMO etc.
6.3.1.5 WeatherGuard®HP:
1'
1' 11 pig. 'I It 12p4 tr '�
NA CLsas
5 5W Espwire 5 518-Ermasuo
Expasid6n da 5 W pulp. EKpo6cifn do 5 5iB pu1g.
Figure 15:6-Nail Pattern,WeatherGuard HP
6 Nail Pattern
Esquema con 6 clavos Nail 6 H8"from bottom
of shingle
Clave a 6 118 ping.de la
5 518"Exposure 6 Fastener parte inferior de la teja
Exposition de 6 518 pulg. 6 sujetadores
IE— 2 —al IF— 12 I
• Rpi . a • • • 12 P29 •
Four 1'Spots of Asphalt Roof Cement
Cuatro puntos de cemento de techo de asfafta de 9 puJ ada
Figure 16:Mansard or Steep-Slope Pattern,WeatherGuard HP
6.4 HIP&RIDGE SHINGLES:
6.4.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions.
9 Berkshire Hip and Ridge Shingles with Sealant and DuraRidge® Hip & Ridge Shingles with Sealant require
minimum two(2)nails per shingle.
➢ WeatherGuard' HP Hip and Ridge Shingles and ProEdge° Hip & Ridge Shingles require minimum four (4)
nails per shingle.
Refer to Owens Corning published information on wind resistance and installation limitations.
NEW ETC,LLC Evaluation Report 037940.02.12-R10
Certificate ofAuthorizotion#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15
Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019
Page 8 of 10
i
MEMO B etc.
6.4.1.1 Berkshire®Hiii&Ridge with Sealant and DuraRidge°Hip&Ridge Shingles with Sealant:
Fig. A Fig' BTop View
Prevailing Wind Direction
�— Direccidn del viento predominanteIt Vista superior
1
Nail
25/8' Gavo
Nails A • Owens Coming Sun NaB'. •
Clavos
' I I
I I I
a I I
4 I I ID c
L 1 + e=I "
[ff--B Exposure m I c
►ErpOskion de 8 Puig V
A
12"
Figure 17:Isometric View,Berkshire and DuraRidge _ . Figure 18:Plan View,Berkshire and DuraRidge
6.4.1.2 WeatherGuard®HP Hip&Ridge Shingles:
Fig.A 4 4 Fig.C Hip&Ridge Shingle Fastening "
Prevalling Wind TopVlew
Direction A
Nails 4 4,
fi
A i I Nails Nails
4T A
A j j- i t •
I I 1I
ExPusure
s E"Osure
12
------------
Figure 19:Isometric View,WeatherGuard HP Hip&Ridge Figure 20:Plan View,WeatherGuard-HP Hip&Ridge
MEMO ETC,LLC Evaluation Report 037940.02.12-R10
Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15
Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019
Page 9 of 30
I
ONEMOletc.
6.4.1.3 ProEdse®Hip&Ridge Shingles:
Prevailing StandardFasten
.-11"--►
Wend Direction Sealant Strip Pattern J
�- b"Exposure71
Sealant
Fasten 7�h 77: 6"Exposure
Cover Exposed l
Fasteners with
C Roof Cement 1-12"
Figure 21:Isometric View,Pr6Edge Figure 22: Plan-View,ProEdge
7. LABELING:
7.1 Labeling shall be-in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table
1507.2.7.1/R905.2.6.1.
REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction,in order to properly evaluate the installation
of this product.
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3
QA requirements.
t eALITY ASSURANCE ENTITY.
PRI Construction Materials Technologies,LLC—QUA9110; 813 621-5777;bwilson@pricmt.com
END OF EVALUATION REPORT- y
NEMO ETC,LLC Evaluation Report 037940.02.12-1110
Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15
Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019
Page 10 of 10
r etc.
�,NEMO
F p• 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 P12060.02.09-1124
1111 West Newport Center Drive' FL5259-R28
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 611320-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted,has been reviewed by RobertNieminen, 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: 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). NEMOJetc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: .The Evaluation Report number preceded by the words "NEMO I etc. Evaluated" may be displayed in
advertising literature.- If any portion of the Evaluation.Report is displayed,then.it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 14.,- .
Prepared by:
Robert'J'.M. Nieminen,P.E.
Or,r The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166,Florida DCA ANE1983 :%; , va4�:t P.E.on 01/24/2018. This does not serve as an electronically
�''-�!f��.<,�)���' - signed document.
i
CERTIFICATION OF INDEPENDENCE:
1. NEMO I etcdoes 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 anylcompany 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 Ietc. 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.
i
i
OONEMOJetc.
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:
Enti Examination Reference Date
FM Approvals(TST 1867) Wind Uplift; 3004091 01/12/2000
PRI(TST 5878) Physical Properties• PRIO1111 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 A200A 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,I.I.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 2 of 14
f S
ONEM® Etc.
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=112 04/29/2013'
ERD(TST 6049) Wind Uplift 11757•:04.01-1-111' 04/30/2013
ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD(TST 60.49). ; 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 RS 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) i ,i IBC Compliance ESR-1697 11/01/2014
Miami-Dade(CER 1592) . HVHZ Compliance NOA 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.
MEMO 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 3 of 14
I
INE. M01 etc.
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 anominal 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 ProTM' 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 ProTM' 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 the 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 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.
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,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization 1132455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 4 of 14
I '
I
MEMO etc.
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)
Elastobase P Yes Yes Yes Yes Yes Yes
(Base Sheet in 2-ply system) (Base Sheet in 2-ply system)
Polyglass G2 Base No Yes Yes No No No
(Base Sheet in 2-ply system) (Base Sheet in 2-ply system)
Polyglass APP Base No Yes -. Yes No No -No
(Base Sheet in 2-ply system) (Base Sheet in 2-ply system)
Polystick MTS or MTS PLUS Yes Yes No Yes Yes Yes
Polystick IR-Xe Yes No No No Yes Yes
Polystick TU P 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 56 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 the adhesives/underlayment combinations.
TABLE 1A:ALLOWABLE TILE ADHESIVE UNDERLAYMENT COMBINATIONS)
Adhesive Florida Product Underlayments
Approval
DAP Foam Touch'n Seal StormBond Roof FL14506 Polystick TU Plus,Polystick TU Max
Tile Adhesive
Dow TileBondTM 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®AFI-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 S6 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR,
Mule-Hide SA-APP Cap'Sheet or Mule-Hide SA-APP Cap Sheet(FR)
Z Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24
Certlflcate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.5259-1128
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 5 of 14
*NEMO etc.
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 56 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 II, Class 1 polyisocya n u rate 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.
NENiO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authori2ation#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
NNEMO B etc.
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 upliftlimitations 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 Ca Sheet and
Y Y. Y Y Y Yf P
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
1Yo"-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
IN"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: PG 100 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 S6 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.
MEMO 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 7 of 14
i
1
MEMO'etc.
#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 thea-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex G TO 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,Polyflez 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 If 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,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 8 of 14
MEMO I etc.
#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: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/846ch 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?olyglass 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 OMG 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,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 9 of 14
I
I
NEM®I etc.
#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
OMG 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.15/327inch 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 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 1132455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 - Revision 24:01/24/2018
Page 10 of 14
NNEM01 etc.
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 S6 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 10Aile stack 6:12
Flat 6-tile stack(4 over 2) 6:12
Polystick TU P 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
MEMO ETC,I.I.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 11 of 14
*NEMO I etc.
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 11 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.
AP.; v.ti_•..
All seal-lap seams (selvage laps) must be
firmly rolled with a minimum 28 Ib. hand
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
it
(the sheet will overlap the fabric). ��-`__771.
t^
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 PG506 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
NEW ETC,I.I.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
ONEMO I etc.
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 MUX):
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 thoseassociated with the top-layer material. This isnot 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 the 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 the 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 67inch 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:
✓ Polyflex G 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 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 the 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 FL5259-1128
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 13 of 14
I
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 StaRinR:
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 til e 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 the 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.61G20-3 QA requirements. The following
plants have qualified products under their respective physical properties specifications.
Plant Specification ProductUs
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 II 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 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✓t32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 14 of 14