HomeMy WebLinkAboutProduct Approval EXTERIOR RESEARCH&DESIGN,ILLC-
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JAN 18 2019 3S3 CHRISTIAN STREET,UNIT#23
ERU ST.Lucie County, Permitting OXFORD,CT 06478
TPJNITY�
(203)262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.1248
One Owens Coming Parkway MW"13
Toledo,OH 43659 of Issuance.02/06/2012
Revision 8: 10/09/2017
(740)404-M9 FILE C2`40PY Date
SCOPE:
This Evaluation Report is issued under Rule 61620-3 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 Efflon (2017) Norldla Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LASEuNIS: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 15072.7.1/R905.2.6.1.
CoNnNuED CompUANCE: 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. TrinitylERD requires a complete
review of this Evaluation Report relative7to updated Code requirements with each Code Cycle.
ADVERTISEMENT:The Evaluation Report number preceded by the words'OTrinity 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 BuildingMcial.
This Evaluation Report consists of pages I through S.
Prepared by.
Adl
Robert J.M.Nieminen,P.E. 1AW autim"d by Robert
Florida Registration No.59166,Florida Dr-4 ANE19B3 Membm,P.E.an 20/09/=7.This does not sem as an
ejecv=*2WsiPe4daaAn"t
CER'nWATM OF bOWN[iffia:
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 distiIbuting 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. I
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.
S. This is a building code evaluation.-Neither Trinity I ERD nor Robert Nieminen,P.E.are,In any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
spectficany for that purpose.
.'.\jTRNTYIIERD
RooRNG Symms EvAwAnON.'
2. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
compliance Statement: Owens Coming Asphalt Roof Shingles,as produced by Owens Coming,have demonstrated
compliance with the following sections of the 6*Edition (20117) Florida BuRdMg Code and Florida-Mcling 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:
Sam"on Prom Ste rd ,year-
1507.25,
ear1507.2.5,R905.2.4 Physical Properties ASTM 03462 2020
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.17.2,R905.2.6.1 Wind Resistance ASTM D7158 2011
3. REFERENCES:
Enft Examination RefeEgage 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 04A8/2006
UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012
UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014
UL LLC(TST9628) Wind Resistance 4786226532 02/10/2014
UL LLC(TST9628) Physical Properties Classification letter 02/13/2014
UL LLC(rST9628) 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 DEscRiprow:
4.1 Asphalt Shingles:
4.1.1 Classico and Supreme*are fiberglass reinforced,3-tab asphalt roof shingles.
4.1.2 Berkshireo are fiberglass reinforced,4-tab asphalt roof shingles.
4.11.3 Devonshire'"are fiberglass reinforced,5-tab asphalt roof shingles.
4.1.4 Duration, TruDefinition* Duration, Duration* Premium Cool, TruDefinition" DurationDesigner color
Collection,TruDefinitionoOakridge 0, Oakridge*and WeatherGuard* HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hio&Ridge Shingles:
4.2.1 Berkshire"Hip&Ridge Shingles,High Ridge,WeatherGuard"HP Hip&Ridge Shingles,ProEdge Hip&Ridge
Shingles and Durallidge Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles,
4.3 Amensm Starter Strips
4.3.1 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
S. UmrrmioNs:
5.1 This is a building code evaluation. Neither TrinitVIERD 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 FSC 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.
Exterjor aesearch and Design,UC.
CalifiCate of Aud;wkPftn#9$03 6'"SDITION J2017)FOC NON-NVmZ EVALUATION Evaluation Report O37W.0Z12R8
0674-R13
Owens Coming AVhaft Roof Slungies Revision 8:10/09/22017
Page 2 of 8
�,]TR TY i ERD
5.4 Wind Classification:
5.4.1 All Owens Coming asphalt shingles noted herein are Classified in accordance with FBC:Tables 1347.2.7.1
and 8905.2.6.1 to ASTM D3161,Class F and/or ASTM D71K Class H,indicating the shingles are acceptable
for use in all wind zones up to Vd = 150 mph (Vtt = 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 FSC Tables 1507.2.7.1 and R90SZ6.1 to ASTM D3161,Class F, indicating the
shingles are acceptable for use In all wind zones up to V,,d=150 mph(Vuft=194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTM 07I58 applies to exposure category 9 or C,as defined In FBC 1609A3,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. INSTAUATION:
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 61620-3,per FSC I547.23,UM..2Aor R90S.2.3.
6.2 Asphalt Shlrudes:
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 FSC 15072.7 or R902.6, with the following
exceptions:
> Berkshire shingles require minimum five(5)nails per shingle.
> WeatherGuard'114P shingles require minimum six(6)nails per shingle.
> Devonshire'shingles require minimum six(6)nails per shingle.
> Starter Strip Shingle and Starter Strip Plus require minimum five(S)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 FOC
1507.2.6 or R905.2.5. 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:
Feb Oadc FA SdkdMW
r6rftmom
Sb"ohinpb=
St?PWe
pan
SWW$*Shin*WMh%WftM=d tabs%"-W Saar ple—m-4
Exterior Research and Design,LLC. EWhW*mReportO37940AM12-R8
Certificate ofAudwrizodan#950 6'"Eomox(2017)FOC NON-HVHZ EVALUATION F1.10674413
Owen
Corning Asphalt R00fa&ON RtvislOn a'10/09/2017
Page 3 of 8
s F
' TRHTY IIERD
6.2.6 Minimum Nailing—ClastwO&Supreme:
VA@awdKw d or AM f °i
wrdo I
s A wY At+n MW 01rROMMr Asaat rJterbos lMwrirt
s�
tilTilb'
6.2.7 Minimum Nailing—Berkshires:
Soah�e s� SrGrMt s0ip
tathadls•mkfa► tsayttMtaniQar
avt• ave ax► svc •ave sve ave ave
r r t i•
t
r
Standard fastening Pattern 6-Nall,Fastening Pattern
se.aMr�p
a yr
• I•ttaQttttbdr
t'
t _
r AW"—bqQwW
Mansard or Steep Slope Fastening Pattern
'cxxtanor Research and Design,I.I.C. EltalVation Report CJPMAL 2-M
CenVCate o}audwrkatIM M03 6'"EMWN(2017)FOC NON-HVHZ EVALUATION FL10674-R13
CtrMMens Coming Asphalt Roof Shingles Revision 8:20/09/2017
Page 4 of 8
Tom'ER®
6.2.8 Minimum Nailing—Devonshire'":
Gcra
flails
��° �p Sdifd3FtlOCdtt011 " .•
�LG�i1Y NAW fib'
�'www_ww
Tin t'6Saf itodCa w
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration', Truflefinition® Duration, Duration® Premium Cool & TruDefinition`
Durations Designer Color Collection:
a.Nao FSS"PIUM atnn rsta'"
w&MNxr
r "P—
Ir rr r tr rr
L77--1
eo•• �111r _.:I :
Standard Fastening Pattern 6-Nail Fastening Pattem
RasbaNp for�Qaa6pr7Urti31;12
swiW.rlrrq+w�nlM1R
MM�gOM�
r o Sr
rar/'ta.a awe•r�nws e..rc
Mansard or Steep Slope fastening Pattern
Exterior research and Design,U.C. Evatuatlan Report 037940.02.12-RS
Certificate of Aurha&od W#9SF3 6"EDMON{2017}FBC NON•MVMZ EVAWATION FL10674-R23
Owens Coming Asphalt Roof Shinglas Revision 8:10/09/2017
Page S of 8
TRNJ Y(ERC)
6.2.1 Minimum Nailing-TruDefini#on Oakridgee,Oakridge°:
4"Pauam 6 No Paftm
Esquainaooa6daaas EsgwrDaale6t;tx�
r
}.I— yr --�( 1E— rr'-ai - � —•r{ �-- rr..._
F
ssfa'dS wM Eads '
9ptOsiaaaaess�apars carps ►6e5s/8ptig SSIJ#'AvwwCharas 5b1BM
� 8pastodaa466/Sprtgr. Edsdr66/8pn'g
Standard Fastening Pattern 6-Nail Fastening Pattern
FasaeYnp tar 9bprs Qpgr Thwtrl:t2
a.wriarr.p.rr.rr
"nip"
cr sr
cvr ear .
ro.+•err a+rrrs�aarrc..�
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing-WeatherGuard®HP:
A.F .ado,Research and Design,U.C. Evaluation Report 037940.02.12418
Certijttote of Autlmrhotion#9503 6'"EDMON(2017)FOC NON-HVK EVAWATIM FE20674.R13
Owens Coming Asphatt Roof Shingle Revision 8:10109/2017
Page 6 of 8
7
ERD
66.3 Hio&Rhe$hineles:
6.3.1 installation of Berkshire Hip-and•Ridge Sbingies, High.. 1d -.WeatberGuaW HP H 1 and Ridge Shingles
and ProEdge Hip &Midge SbkWes shall comply with the Owl Corift current published instructions,
using four (4) nails per shingle. Installation of DuraRidge'" Hip & :SbingWs shall comply with the
Owens Corningcurrent published instructions, using two (2) nails per shingle. Refer to Owens Corning
published information on wind resistance and installation limitations,including the use of hand-sealing for
wind warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
3507.2.6 or R505.2.5. Staples are not permitted.
6.3.3 Minimum Nailing—Berkshire°Hip&Ridge and High Ridge:
Frq s _ ov Flg.2
MOW :0 SWUM
`\\ ,
,�,-. ♦ t 7 l r TMpI»Tr1�1
t f
i ice, , ��`` `�� ♦ 1 1A i
6.3.4 Minimum Nailing—Weathea$vardO HP Hip and Ridge:
Fig.A It
A'.
G�f�•`...• �� i i l l r t'
'Y r
Extier>av Research and Design,rlt.
Cct*we 0
`AUWWdWft4a t WMUW17i.FpC w4MI9jVALUAWN EYikiit�DAACpQR E1B75FAOQ.OPt412-R-2tt3B
O+ireas Rsubim 8:10/09/2017
P�7�8
CEIVE,D
JAN 182019
r1, KENO®I etc.
cie County, Permitting Certificate ofAuthorization#32455
`•:? '° iw i 353 Christian Street, Unit#13
Oxford, CT 06478
(203)262-9245
E3'62NEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
Polyglass USA,Inc. Evaluation Report P12060.02.09-R24
1111 West Newport Center Drive FL5259-R28
Deerfield Beach, FL 33442 Date of Issuance:02/24/2009
,954)233-2130 Revision 24:01/24/2018
SCOPE:
Th;s Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
truction 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"' Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: Polyglass Roof Underlayments
ABELING: 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
Q-pality 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). NEMO1 etc.-requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The. Evaluation Report number preceded by the words "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.
`his Evaluation Report consists of pages 1 through 14.
Prepared by:
Robert D.M.Nieminen,P.E. f'a"U The facsimile seal appearing was authorized b Robert Nieminen,
�m.. o.t� ,' PP g V
i iorida Registration No.59166,Florida DCA ANE1983 ,;°S 'g� P.E.on 01/24/2018.This does not serve as an electronically
"�''•!�+ " signed document.
CERTIFICATION OF INDEPENDENCE:
_. NEMOIetc. 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. NEM01 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.
>. 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.
ONEMOJetc.
ROOFING COMPONENT EVALUATION:
d. 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 PR101111 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 S878) 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-083-02-03 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 P30540.11.09-111 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
`T`,::IL. Evaluation Report P12060.02.09-R24
i icote of Authorization#32455 6t"EDITION(2017)FSC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 2 of 14
ONEMOjetc.
Entit 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-Ri 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 P44360.30.14-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-SC32025.10.16 10/12/2016
ERD(TST 6049) Physical Properties PLYG-SC13040.12.16 12/27/2016
ERD(TST 6049) Physical Properties PLYG-SC31900.03.17 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 NOA 14-0717.08 01/22/2015
Polyglass USA Manufacturing Affidavit Products Current 02/18/2009
Polyglass USA PA 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 Seff-Adhering Underlayments:
4.2.1 Polystick MTS or Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass
z _ fiber reinforced,surfaced with polyolefinic film surface;meets FRSA/TRI April 2012.
4.2.2 Polystic�IR-X is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with an
aggregace;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.
:•;.ls•:c;.'-iC,L-C. Evaluation Report P12060.02.09-R24
-eitificote of Authorization#32455 6'"COITION(2017)FSC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 3 of 14
ONEMO i 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 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 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 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 GIs 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.
LIMITATIONS:
5.1 This is a building code evaluation. Neither NEW 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.
Evaluation Report P12060.02.09-R24
__nijiccte o,Authorization#3245S 6t"EDITION(2017)FOC NOM-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 4 of 14
ONEmo etc.
5.5 Allowable Roof Covers:
FTABLE 1: ROOF COVER OPTIONS
Wood Shakes
Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal Shingles Slate
Yes Yes
Elastobase Yes (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Yes Yes Yes
Yes Yes Yes Yes Yes
Etastobase P Yes (Base Sheet in 2-ply system) (Base Sheet in 2-PiY system)
Yes Yes
Polyglass G2 Base No 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-piv 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 S.S.1) No No No
Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes
Poiystick 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 S.S.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 S.S.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 S.5.1) No Yes Yes
or SA-APP Cap Sheet(FR) I
5.5.1 "Foam-On Tile"is limited to use of the following Approved the adhesives underlayment combinations.
TABLE IA:ALLOWABLE TILE ADHESIVE/UNIJERLAYMENT COMBIMATIQNSI'
Adhesive Florida Product Underlayments
Approval
DAP Foam Touch'n Sea)StormBond Roof
FL14S06 Polystick TU Plus,Polystick TU Max
Tile Adhesive
Dow TileBond" FL22525 Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro
Polystick TU P,Polystick TU Pius,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 S6 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR,
I 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.
ETC,LL". Evaluation Report P12060.02.09-R24
:-Trficate of Authorizotion#32455 6"EDITION(2017)FBC NON-HVHZ EVALUATION - F1.5259-1128
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 5 of 14
ONEMOletc.
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:
w New untreated plywood;ASTM D41 primed new untreated plywood; Existing plywood;ASTM D41 primed existing
plywood; New or existing, unprimed 0513; 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 0S8 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:
Y 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:
d ASTM C1289, Type II, 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 56 G FR in hot asphalt to:
Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
Polyflex G or Polyflex G FR torch-applied to:
y 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:
Y 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:
Y 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:
y> 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.
Evaluation Report P12060.02.09-R24
::r:ifTcate of Authorization#32455 got"EDITION(2017)FBC PEON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 6 of 14
O-NEMOJetc.
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 the systems, where the undeFlayment
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: 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,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.
#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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#7 Maximum Design Pressure=-30.0 Dsf*:
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.
Evaluation Report P32060.02.09-R24
:ern•'f.+ccte of Authorization#32455 6t"EDITION(2017)FBC NOM-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 7 of 14
ONEMOletC.
#S 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 1.2S-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.S 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 56 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 underlayrnent 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 hat 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.
912 Maximum Design Pressure=-45 asf:
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 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#13 Maximum Design Pressure=-52.5gsf:
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 Pius,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
Evaluation Report P12060.02.09-R24
:e.lifitate of Authorization X32455 6t"EDITION(2017)FBC NON-KVHZ EVALUATION! FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 8 of 14
ONEMO Jetc
.
#15 Maximum Design Pressure---52-52sA.'
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastdbase(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�Sf* Jurisdiction.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having
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 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c.at the 4-inch wide side laps and 9-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.
#i7 Maximum Design PressurLLL609st Having Jurisdiction.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority
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 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#18 Maximum Design Pressure=-67.5
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 56 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-
applied.
#19 Maximum Design Pressure=-75 P
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 MARX 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 56 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-
applied.
#20 Maximum Design Pressure=-90 ast
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 MARX Cap Fasteners
Spacing: 6-Inch o.c.at the 2-inch wide side laps and 6-inch ox.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=-90135f
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.
Evaluation Report P12060.02.09-R24
'tTiPcGte of Authorization 932455 6"EDITION(2017)FBG NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2028
Page 9 of 14
. '
ONEMOJetc.
'
#B
�omatpn�e�eoui�men�ms�o�x�vnmfx�h*r�'*amng�,�dk�on. .
Deck: APP mx�dnym�t/
Base Sheet: P�0��6Z�e ��ms m�ommmx�
Fasteners: Dekfast#14 with Dekfast Hex plates,OM6#14HDwith OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with
oMG Flat Bottom Maus (AcmuTr c), Trufast Vo with Tmfast, 3-inch Insulation plates o, Simplex xxxxx Cap
Fasteners
Spacing: y'inchoz.n,the 4.ipchwide side laps and 9-ioohn.c.atfour(4)equally spaced staggered center mvm.
Underlayment:Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch-
applied.
#Z4 Maximum Design Pressure=-97.5 gsf:
Deck: 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: 8amobaseo,Mule-Hide Nail Base(poly-fi\mtop surface)
Fasteners: zz:p.xz.zs-|� �
hx8'�dnheo 'diam$eronno|arhngshankmoMnQna\|s at1�/�inchdiam��rdncaps
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: (Optiona|)po|yst/ckMTS nrPo|ystickMTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,pplyflexSAP FIR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(Fx)'yaU-adbemd.
#25 Maximum Design Pressure=-105 a
Deck: Min.z5/32-ind`plywood tomeet project requirements u,satisfaction ofAuthority 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 MAxxCap Fasteners
Spacing: o-inchoz.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.
#Z6 Maximum Design Pressure=-112.5 psf:
Deck: Min.19/32-Inch plywood to'meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: aamobaseo,Mule-Hide Nail Base(po|y-fi|mtop surface)
mgoncn: z1ua.wz.2s'mchx3/8-inuhhead diameter annular ring shank roofing nails ot1-S/8'indh diameter tin caps
Spacing: 6-Inchu.c.at the 4'ind`wide side laps and 6-indmo.u.mtfour(4)equally spaced staggered center rows.
Primer: v0tVoo,ASTM o4zprimer atall tin-caps
Base Ply: po/ystiukMTS p,pm|ystickMTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FIR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(Fx)'e4f-adhemd.
#27 Maximum Design Pressure=-120- :
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: oxxG*zzStandard 800fgrpmow|so\4Heavy Duty with OxxGs^Round Metal Plates v,uMGFlat Bottom Metal
Plates
Spacing: o'incoo.cat the«'mcxwide side laps and a-inchu.c.atfive Vs>equally spaced staggered center rows.
undedayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#Z8 :
Deck: Min.z5/3z-inchplywood tomeet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: c/astnuu,e(sanded top surface)
Fasteners: Trufast#zzovn,Trufpst#z4HDwith T,ufas 3"Metal Insulation Plates
Spacing: s'inchm.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
onde|avment:8astnVexGTun,E|os#floxS6 G,applied infull mopping cfhot asphalt.
S.6.4.1 All other direct-deck, adhered Polyg|ass undedoyment systems beneath foam-on tile systems carry a Max/mum
Design Pressure of4Sps[
Evaluation Report P12060z2u9-R24
:e^ificote*Authorizomor;#32455 GT"EDITION(2017)FSC mON'wHZ EVALUATION rL5259-R28
mqiyglass Roof u^derlaymmnts;(s4)233-1230 Revision 24:01124/2018
, page 10m14
` -
NNEMO I 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/TKiApril 2O12(04-1Z),Appendix/\Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet nrexceed the Zone 1 design
pressure determined in accordance with F8C1GO9. In this case,Zones Z and 3 shall employ an attachment density
designed by qualified design professional to resist the elevated pressure criteria. Commonly used methods are
ANSI/SPRI WDI, FM Loss Prevention Data Sheet 1-29 aTid Roofing Application Standard RAS 117. Assemblies marked
with an asterisk* carry the limitations set forth in Section 2.2.10.1 of I'M Loss Prevention Data Sheet 1-29 (January
2016)for Zone J/3enhancements.
5.7 .
E|astobase. Bastobase P, Po|yg|ass G2 Base or Pd|yg|assAPP Base shall not be left exposed for longer than 30-days
after installation.
po|ystickIR-Xe orPo|yshckKxU-Xshall not beleft exposed for longer than g0'daysafter installation.
Po|ystick MTS, [NT3 PLUS' TU P,TU Plus,TU Max, Dual Pro,Tile Pro orE|ostoOex GTV shall not be left exposed for
longer than 10}dayyafter installation.
Po|yf}ex 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 d}s, in which case the maximum exposure is 30
days.
8astof|exS6GmrE|astof|cxS6GiFRo/Po|yRex5 orPo/yOexG FRdoes not have anexposure Umitation, un|ealhe
prepared roof covering is to be adhesive-set tile (E}astof/ex56 G or Pu|yOemG 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 inpdry condition,tested atstandard laboratory conditions. Agreement between purchaser and seller,ns
set forth in Section 4.3,Note I of ASTM D1970-15,should be established as to slip resistance.
5.9 Tile Slippage Limitations(FRSAITRI April 2012(04-12)1:
When loading roof tiles on the undedaymem 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.
TOLE 2:TILE Suppm WiTAnoNs FOR DiREcr-DEc�7ig,!NiTA4ATiqss
Undedayment rile Profile Staging Method Maximum Slope
Elastoflex G TU Flat 10-file stack — 7:12
Lugged 8-tile stack(6 over 2) 6:12
Elastoflex S6 G or S6 G FIR Flat or Lugged 6-tile stack(4 over 2) 4:12
Flat 6-tile stack(4 over 2) 5:12
Polystick MTS or MTS PLUS 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-tfle 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
Poiystick 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
i Polyflex G or G FR Flat or Lugged 6-tile stack(4 over 2) 4:12
Evaluation Report p1zum0.oa.0o-mw
oj'^mamwtio"muwo a—EDITION(2nrFSC womxw* mAmmmm pL5259-R2
nn4mlawRoof unxerlavmewts;(as4)zs3-oyv Revision 24:01124/2018
Page 11v/14
. ~
NNEMOJetc.
INSTALLATION:
6.1 Polyglass Roof Underlayments shall,be installed in accordance withfthglae 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).
6.3.1 Non-Tile Applications:
Shall be installed in compliance with the codified requirements for ASTM D226, Type 11 underlayment in FBC Table
15V7.1.1for the type ofprepared roof covering tubeinstalled.
Elastobase,Ellastobase P or Mule-Hide Nail Base may be covered With a layer of Polystick,Polyflex SAP,Polyflex SA
P FIR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FIR)' self-adhered, Ekost,flwx GTW, Elosto0mxS6 G or
Elastoflex SIS G FIR in hot asphalt or Polyflex G or Pollyflex G Flit,torch applied. Roof cover limitations are those are
those associated with the top-layer undedayment'asset forth inTable 1.
63.2 'rile Applications:
Elastobase ElastobaePor Mule-Hide Nail Base are limited to use asemechanically attached base sheet inthe"Two
Ply System"from FRSA/TR|April 2012(04'12). Reference ismade tmTable 1and Section S.6Aherein,coupled with
ER8A/Tm1 April 2oz2(04'12)Installation Manual.
6.4 Polystick IVITS,MTS PLUS,IR-Xe,TU P,TU Plus,TU Max,Duall.Pro,THe Pro or MU-X or Poftflex SAP,Potyllillex SAP FIR,
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FRY.
"°.^ Shall"..installed..compliance with the codified requirements_for ASTM_--.-(except.—.stick TU . —, '--
inFBCTable 1507.1.1for the type ofprepared roof covering tobeinstalled.
6.4.2
All self-adhering materia|s, vvbhtheexceptiomofPulystick TU Plus, PmlyflexSAP urSAP FIR and u0Mule-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, 11gauge 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 beback-
nailed using the above noted fasteners and spacing, in area marked "nail area, area para daxar" on the face nf
membrane. The head lap membrane istncover the area bi back-nailed.
All sea|'bp seams (selvage laps) must be
f/nn/y rolled with a minimum 28 |b. hand
roller tuensure full contact and adhesion.
For Dual Pro and Tile Pro, align the edge nf
the top sheet tnthe end ofthe glue pattern
(the sheet will overlap the fabdc).
View movefapSeam of Owl Pro and rile Pro
All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Pollyphis 50 Premium Modified
Wet/Dry Cement nrPn!yg|asaPG5Q0Modified Cement applied inbetween the application ofthe 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 towall details
Evaluation Report p1zsuozuynz*
te ofAuthorization 93z455 s-EDITION(2m17)Facwom-HvozEVALUATION FL5259-R28
Palyglass Roof u*uvnmpnents/(yS4)as+1z30 Revision 24:01/24/2018
Page zzu,1*
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 56 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 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 tile
roof systems.
6.5.2 For hat-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:
✓ 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 the 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).
- `7"i``' Evaluation Report P12060.02.09-R24
of Authorization x32455 fit"EDITION(2017)F8C NON-HVH2 EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 13 of 14
UNNEMO 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 3i8-inch flow of modified compound beyond the lap
edge.
6.7 Tile Staeina
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.
_. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
3, 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 Saedfication Product s
Fernley,NV,Hazleton,PA&Winter Haven,FL ASTM D1970 Polystick MU-X
Hazleton,PA M-D 13-0004 Elastoflex G TU
ASTM D1970 Po(ystick 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 if Polyglass G2 Base
ASTM D226(physicals) Elastobase,Elastobase P
ASTM D6509 Polyglass APP Base
I '
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
4 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
QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
_ Evaluation Report P12060.02.09-R24
.'rr:±ficcte of Authorization 1132455 6t"WITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 14 of 14