HomeMy WebLinkAboutProduct Approvals call
r RECEIVED
/Pw�NS/a-/"e Ste!/rvs��J'
JAN 16 2020
Permitting Department
St. Lucie County EXTERIOR RESEARCH&DESIGNy LLC.
Certificate of Authorization#9503
TRINITY ERD V� 353 CHRISTIAN STREET,UNIT#13
OXFORD,CT 06478
(203)2629245 9245
EVALUATION REPORT
GAF Evaluation Report 01506.01.0&R22
1 Campus Drive FL10124-R20
Parsippany,NJ 07054 Date of Issuance:01/03/2008
(800)766-3411 Revision 22:09/20/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6a'Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: GAF Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1/R905.2.6.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as-the named product(s) changes'I 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. TrinityJERD requires a come tete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT:The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be display, d in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by: —
,R��1�.�3.'•'!r airy -
491
Robert J.M.Nieminen P.E.
,���t���its� - The facsim0eseal appearing was authorized byRobert Nleminen,
Florida Registration No.59166,Florida DCA ANE1983 P.E.on es 09/20/2017.This donot serve as an electronically signed
document
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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. Trinity ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product
5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E.are,in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITY 11
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: GAF Asphalt Roof Shingles,as produced, by GAF,have demonstrated compliance with the
following sections of the 6"' Edition (2017) Florida Building Code and Florida Building Code, Residential Volume
through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements
and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.4/1507.1.1, Physical Properties ASTM D1970 2015
R905.2.3/R905.1.1
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
1507.2.7.1,R905.2.6.1 Wind Resistance TAS 107 1995
3. REFERENCES:
Enti Examination Reference Date
GAF(PDM 1915) Letter of Equivalency Seat-A-Ridge Impact Resistant IR 01/13/2012
PRI(TST 5878) Physical Properties GAF-025-02-01 03/27/2002
PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004
PRI(TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005
PRI(TST 5878) Physical Properties GAF-324-02-01 12/01/2011
PRI(TST 5878) Wind Driven Rain GAF-401-02-01 01/21%2013
UL(TST 1740) ASTM D3462 93NK6295 11/29/1993
UL(TST 1740) ASTM D3462 99NK43835 01/12/2000
UL(TST 1740) TAS 107 94NK9632 03/29/2000
UL(TST 1740) ASTM D3462 01NK06632 02/02/2001
UL(TST 1740) ASTM 133161,TAS 107 01NK9226 05/21/2001
UL(TST 1740) ASTM D3161 01NK37122 12/18/2001
UL(TST 1740) ASTM D3462 01NK37,122 12/19/2001
UL(TST 1740) ASTM D3161,TAS 107 02NK12980 04/10/2002
UL(TST 1740) ASTM D3161,TAS 107 02NK30871 09/09/2002
UL(TST 1740) ASTM D3161 03CA53,67 03/11/2003
UL(TST 1740) ASTM D3462 03NK26444 10/17/2003
UL(TST 1740) ASTM D3462 04NK13850 06/07/2004
UL(TST 1740) ASTM D3161 04NK13850 06/23/2004
UL(TST 1740) ASTM D3161 04NK30546 03/10/2005
UL(TST 1740) ASTM D3462 04NK22009 05/06/2005
UL(TST 1740) ASTM D3161 04NK22009 05/09/2005
UL(TST 1740) ASTM D3462 05NK27924 02/10/2006
UL(TST 1740) ASTM D3161 OSNK27924 02/11/2006 f
UL(TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006
UL(TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006
UL(TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006
UL(TST 1740) ASTM D3462 06CA31603 12/01/2006
UL(TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006
UL(TST 1740) ASTM D3161 07NK05228 03/13/2007
UL(TST 1740) ASTM D3161 06CA31611 04/04/2007
UL(TST 1740) ASTM D3161 06CA61148 04/09/2007
UL(TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007
UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 03/13/2008
Exterior Research and Design,I.I.C. Evaluation Report 01506.01.08-R22
certificate ofAuthorirodon#9503 6EDITION(2017)FBC NON-HVH2 EVALUATION FL10124R20
GAF Asphalt Roof Shingles Revision 22:09/20/2017
Page 2 of 6
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TRINITY I ERD
Ent( Examination Reference Date
UL(TST 1740) ASTM D3161,D3462 07CASS908 04/01/2008
UL(TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009
UL(TST X740) ASTM D3161,D3462 09CA06856 05/15/2009
UL(TST 1740) ASTM D3161,D7158,D3462 09NK06647 08/01/2009
UL(TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009
UL(TST 1740) ASTM D3161,D7158,D3462 1OCA35554 03/05/2010
UL(TST 1740) ASTM D3161,D7158,D3462 10CA13686 05/15/2010 !
UL(TST 1740) ASTM D3462 IOCA07264 05/27/2010 i ,
UL(TST 1740) ASTM D3462 IOCA11953 10/29/2010
UL(TST 1740) ASTM D3161,D7158,D3462 1ONK11951 10/30/2010
UL(TST 1740) ASTM D3161,D7158,D3462 1ONK12070 11/04/2010
UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 01/30/2010
UL(TST 1740) ASTM D3161,D7158,D3462 10CA53g34 03/31/2011
UL(TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011
UL(TST 1740) ASTM D3161,D7158,D3462 11CA47919 12/03/2011
UL(TST 1740) ASTM D3161,D7158,D3462 11CA48408 12/08/2011
UL(TST 1740) ASTM D3161,D7158,D3462 11CA48725 12/09/2011
UL,LLC.(TST 9628) ASTM D3462 12CA34891 10/12/2012
UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 12CA58151 02/15/2013
UL,LLC.(TST 9628) ASTM D3161 12CA34083 02/26/2013
UL,LLC.(TST 9628) ASTM D3161 13CA32332 06/18/2013
UL,LLC.(TST 9628) ASTM D3161 13CA37934 08/02/2013
UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4786875675 07/17/2015
UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4787434542 05/17/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Mobile,AL 10/25%2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Myerstown,PA 10/20/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tuscaloosa,AL 11/11%2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Michigan Cty,IN 11/01/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Shafter,CA 11/17/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Savannah,GA 11/11/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Minneapolis,MN 10/25/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Mt.Vernon,IN 10/25/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Baltimore,MD 10/21/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tampa,FL 11/17/2016 i
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Dallas,TX 11/04/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Ennis,TX 11/03/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Fontana,CA 11/01/2016
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Marquis® WeatherMax®, Royal Sovereign® and Sentinel® are a fiberglass reinforced 3-tab asphalt;roof
shingles.
4.1.2 Camelot®, Camelot® II, FortitudeTm, Glenwood'°", Grand, Canyon®, Grand Sequoia®, Grand Sequoia,O IR,
Grand Sequoia® ArmorShieldlm, Monaco®, Sienna®, Timberline® American Harvest®, Timberline®
ArmorShieldTM II,Timberline® Natural Shadow®,Timberline HD®,Timberline®Cool Series®,Timberline Ultra
HD®and Woodland®are fiberglass reinforced,laminated asphalt roof shingles. j
4.1.3 Slateline®is a fiberglass reinforced 5-tab asphalt roof shingle.
4.2 Hip&Ridge Shingles:
4.2.1 Seal-A-Ridge® Ridge Cap Shingles, Seal-A-Ridge® IR Impact-Resistant Ridge Cap Shingles, Seal-A-Ridge®
ArmorShieldTm Ridge Cap Shingles and Timbertex®Premium Ridge Cap Shingles are fiberglass reinforced,hip
and ridge asphalt roof shingles.
Exterior Research and Design,I.I.C. Evaluation Report 01506.01.08-R22
Cerojicate ofAuthorizotron#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL10124 R20
GAF Asphalt Roof Shingles Revision 22:09/20/2017
Page 3 of 6
TRINITY ERD
4.3 Accessory Starter Strips:
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4.3.1 Pro-Start®Eave/Rake Starter Strip Shingles and WeatherBlockerlm Premium Eave/Rake Starter Strip Shingles
are starter strips for asphalt roof shingles.
4.3.2 QuickStart® Peel & Stick Starter Roll is a is a mineral-surfaced, fiberglass-reinforced, self-adhering SBS
modified bitumen starter strip,nominal 9-inch x 33 ft roll,for use with asphalt shingles with exposure hof 6-
inch or less.
4.3.3 StarterMatch'"' Starter Strip Shingles are color-coordinated starter strips for use with Grand Canyon i and
Grand Sequoia® series asphalt shingles. StarterMatchTm are installed as the second starter for Grand
Canyon®and Grand Sequoia®series installations.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity(ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is%was
used for permitting or design guidance unless retained specifically for that purpose.
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 GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and
R905.2.6.1 to ASTM D3161,Class F and/or ASTM D7158,'Class H,indicating the shingles are acceptable for
use in all wind zones up to Vasd=150 mph(V„It=194 mph). Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.2 The GAF hip&ridge 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,indicating the shingles are acceptable for use in all wind zoos up
to V,,d=150 mph(V„n=194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
5.4.3 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 I
5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C.Rule 611320-3.
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to GAF and shall hold'current Florida Statewide Product Approval; or be
Locally Approved per Rule 61G20-3,per FBC 1507.2.3,1507.2.4 or R905.2.3.
6.2 Starter Shingles or Starter Strip:
6.2.1 Installation of Pro-Start Eave/Rake Starter Strip Shingles,WeatherBlocker Premium Eave/Rake Starter Strip
Shingles and QuickStart Peel&Stick Starter Roll shall comply with the GAF current published instructions.
6.3 Asphalt Shinales:
6.3.1 Installation of asphalt shingles shall comply with the GAF 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:
➢ Camelot, Camelot 11, Grand Canyon,Grand Sequoia,Grand Sequoia IR,Grand Sequoia ArmorShield,
and Woodland require minimum five(5)nails per shingle.
➢ Slateline requires minimum six(6)nails per shingle.
6.3.2 Fasteners shall be in accordance with manufacturer's published requirements,but not less than FBC 1507.2.6
or R905.2.5. Staples are not permitted.
6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. Contact the GAF for details.
Exterior Research and Design,LLC. Evaluation Report 01506.01.0&R22
Certificate ofAuthoritotion#9503 6EDITION 12017)FBC NON-HVHZ EVALUATION FL10124-1120
GAF Asphalt Roof Shingles Revision 22:09/20/2017
Page, o1`6
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TRINITY J ERD
6.4 Hip&Ridee Shingles:
6.4.1 Installation of Seal-A-Ridge Ridge Cap Shingles, Seal-A-Ridge IR Impact-Resistant Ridge Cap Shingles and
Seal-A-Ridge ArmorShield Ridge Cap Shingles shall comply with the GAF current published instructions with
a minimum two 2 nails minimum 3/8-inch head i r - ' i
( ) / h e d d ameter, per shingle and nominal 0.25 Inch diameter
beads of Henkel"Loctite PL S30 Roof&Flashing Sealant".
11.5" Sealant
_j;—(292 mm) 1' Sellante
(25 mm) (25 mm) Enduit d'etanch6b
Nail (305 mm)
Clavo
6 5/8'-7 518° Clouer
(168-194 mm)
I I
12,
(305 mm)
6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with GAF current published instrIctions
with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NPI
Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant.
14.5` Sealant
092 rem)' Sfiia►rfa
{2S tnml {25 rnm% Ercluitd1tanch
W
f
Na
MOW t7"
Sauer (305.,r-)
9'
(229 mal)
tx
k305 frets)
6.4.3 Fasteners shall be in accordance with GAF published 'requirements, but not less than FBC 1507.2.6 or
R905.2.5. Staples are not permitted.
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Exterior Research and Design,LLC Evaluation Report 01506.01.0&1122
Certijlcate of Authorization J195036EDITION(2017)FBC NON-HVHZ EVALUATION FL10124R20
GAF Asphalt Roof Shingles Revision 22:09/20/2017
Page 5 of 6
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QTRINIWI ERD
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.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
i
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20.3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(847)664-3281
- END OF EVALUATION REPORT-
Exterior
EPORT-
Exterior Research and Design,I.I.C. Evaluation Report 01506.01.09-1122
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10124R20
GAF Asphalt Roof Shingles Revision 22:09/20/2017
Page 6 of 6
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Florida.Building Code Online Page 1 of 2
2020tti
Permi
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St. Lucie countment El v
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Product Aooroval Menu>PJpdua or Aooliotlon Search>Apottcation list>Application Detail vf!
x � FiS259-1128
Application Type Revision �p��;
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer POLYGLASS USA
Address/Phone/Email 1111 W.Newport Center Drive
Deerfield Beach,FL 33442
(954)233-1330 Ext 242
malpert@polygiass.com
Authorized Signature Maury Alpert
malpert@polyglass.com
i
Technical Representative Maury Alpert
Address/Phone/Email 1111 W.Newport Center Drive
Deerfield Beach,FL 33442
(912)429-8610
MAlpert@polyglass.cam
' I
Quality Assurance Representative Ariel Lender
Address/Phone/Email 1111 W.Newport Center Drive
Deerfield Beach,FL.33442
(954)233-1236
ALendet@polyglass:com
Category Roofing
Subcategory Underlayments j
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation'Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 09/13/2021
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence Ft5259 R28 COI 2018 01 Col NIEMINEN.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM D226 2009
ASTM D4798 2011
ASTM D6164 2011
ASTM D6222 2011
FM 4474 2011
FRSA/TRI Apri12012 2012
UL 1897 2012
http://www.floridabuilding.org/pr/pr app dtl.aspx?paz --VvCEVXQWtDgvbSgAaZp3Crk... 7/23%2019
I � �
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Florida Building Code Online Page 2 of 2
Equivalence of Product Standards
Certified By
Sections from the Code
Product approval Method Method I Option D
Date submitted 01/24/2018
Date Validated 01/29/2018
Date Pending FBC Approval 01/30/2018
Date Approved 04/10/2018
SumniarV of Products
FL# Hodel,Numher or Name Description
5259:1 Polyglass Roof Roofing underlayments
Undedayrnents
Limits of Use Instaftflon Instructions
Approved for use in HVHZe No FL5259 R28 II 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
Approved for use outside HVHZ:Yes R28.Ddf
Impact Resistant:N/A Verified By:Robert Nieminen PE-59166
Design Pressure-.+N/A/-622.5 Created by Independent Third Party:Yes
Other.1.)The design pressure in this Evaluation Reports
application relates to one particular FL5259 R28 AE 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS A 59-
underlayment system(overconcrete deck) R 8. d
for use under foam-on file systems(where _ treated by IndependentThird Party:Yes
the underlayment forms part.of the load-
path).Refer to ER Section 5.6.4 for other
systems,other deck types and associated
maximum design pressures.2:)Refer to ER
Section 5 for other limits of use.
I _
aac7c � I
Contact Us.2601 Blair 51ore Road,Tape R 32399 Phone:850487-1824
i
The state of Florida is an AAMM employer.Coovdaht 202-2013 State of Florida:.::Privaot Statemem::AccesslbTrtv Statement::Refund Statement
Under Florida taw,Aman addresses are public records.Myou do notmant youreinad address released in response to a public-records request,do not send electronic
mail tothisentity.Instead,contact the office by phone or by traditional mail.If you have any Questions,please contact 850A87_2395.=Pursuantto Section 455:275
(1),Florida Statutes,effective October 1,2032,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they,have one:jThe
emails prooded may be used foroffioal mmmunirvaffon ridh the licensee.However email addresxs are public record.U you do not wish to supply a personal address,
please pnivide the Department with an email address which can be made available to the public.To determine if you area licensee order Chapter455,FS.,plc e
aidciem
FrodudAppravatAccept-
Credit Card
Safe
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I
http://www.floridabuilding.org/pr/pr agp Otl.asp-?param=wGEVXQwtDgvbSgAaZp3Crk... 7/2312019
i . I
MEMO etc.
Certificate of Authorization#32455
353 Christian Street, Unit#13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
Polyglass USA,Inc. Evaluation Report P12060.02.69-R24
1111 West Newport Center Drive FL5259-1128
Deerfield Beach,FL 33442 Date of Issuance:02/24/2009
(954)233-1230 Revision 24:01 2 2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the ,use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E.
for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 6v' Edition (2017) Florida Building Code sections noted
herein.
i
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 Ito the
product(s), the Quality Assurance or the production facility location(s). NEMOIetc. requires a complete review i f this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "MEMO 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.
z The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166,Florida DCA ANE1983 '%+�`S' •'��•- ? P.E.on 01/24/2018.This does not serve as an electronically
signed document.
CERTIFICATION OF INDEPENDENCE:
1. 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. MEMO I etc.is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMOJetc. 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
ONEM61etc.
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 a 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
i
1507.3.3 Physical Properties FRSA/TRI April 2012 2012
1507.11.2 Physical Properties ASTM D6164 2011
1507.11.2 Physical Properties ASTM D6222 2011
TAS 110 Accelerated Weathering ASTM D4798 2011
3. REFERENCES:
Entity Examination Reference Date
FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000
PRI(TST 5878) Physical Properties 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 P6SA-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 P6SA-028-02-01 07/13/2005
PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006
PRI(TST 5878) Physical Properties P6SA-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 JX201-17A 04/01/2008
MTI(TST 2508) Physical Properties RX14ESA 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 j
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
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NEMO ETC,U.C. Evaluation Report P12060.02.09-1124
Certificate of Authorization#32455 6EDITION(2017)FBC NON-HVH2 EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 2 of 14
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ONEMOjetc.
Enti Examination Reference Date
ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012
ERD(TST 6049) Physical Properties 1340390.08.12-2 08/07/2012
j ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012
ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013 j
ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013 j
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 1311781.11.03-R1 11/26/2013
ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014
ERI)(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 1344360.10.14-R1 05/18/2015
ERD(TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015
ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016
ERD(TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016
ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016
ERD(TST 6049) Physical Properties PLYG-SC13040.12.16 12/27/2016
ERD(TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017
ERD(TST 6049) Physical Properties PLYG-SC12115.08.17 08/08/2017
ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014
Miami-Dade(CER 1592) HVHZ Compliance NCA 14-0717.08 01/22/2015
Polyglass USA Manufacturing Affidavit Products Current 02/18/2009
Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008
Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 11
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/05/2018
4. PRODUCT DESCRIPTION: j
41 Mechanically Fastened Underlayments y ,
,
4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet. j
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. j
4.1.4 Polyglass APP Base is a fiberglass-reinforced,APP modified bitumen base sheet.
4 2 Self "ring,Undertayments i
4.2.1 Polystick MTS or Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass
fiber reinforced,surfaced with polyolef nic 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,iwith an
aggregate surface;meets ASTM D1970.
4.2.3 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a
polyester fabric surface;meets ASTM D1970 and FRSA/TRI April 2012.
NEMO ETC,U.C. Evaluation Report P12060.02.09-R24
Certificate ofAuthorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 3o 14
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IRNEMO' Jetc.
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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 Pro'" is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiti erglass
reinforced,with a polyester fabric surface;meets ASTM D1970.
4.2.8 Polystick Tile Pro'" is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polyester fabric surface;meets ASTM D1970 and FRSA/TRl April 2012.
4.2.9 Polystick MU-X is a no 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 Mechedanically Fastenand/or Bonded lJnderlayments ti
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 the 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 1D6222.
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:
S.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.
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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.
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NEMO ETC,U.C. Evaluation Report P12060.02.09-1124
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)23.4-1230 Revision 24:01/24/2018
Page 4 of 14
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NEMO etc.
5.5 Allowable Roof Covers:
AB
g
Wood Shakes
Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal slate
&Shingles I
Elastobase Yes Yes Yes Yes Yes Yes
(Base Sheet in 2-pty system) (Base Sheet in 2-ply system) I I
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-pty system) (Base Sheet in 2-01V system)
Polyglass APP Base No Yes Yes(Base Sheet in 2-ply system) (Base Sheet in 2-ply system) No No No
Polystick MTS or MTS PLUS Yes Yes No Yes Yes Yes
Polystick I R-Xe Yes No No, No Yes ilYes
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 1, Yes Yes jIYes
Polystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes ;jYes
Polystick MU-X Yes No No Yes Yes IlYes
Elastoflex S6 G Yes Yes Yes (See 5.5.1) No Yes i
I Yes
Elastoflex S6 G FR Yes Yes No No Yes IYes
Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes ;Yes
Polyflex G Yes Yes Yes (See 5.5.11) No Yes IYes I
Polyflex G FR Yes Yes No' No Yes ilYes
Polyflex SAP or SAP FR Yes Yes Yes (See 5.5.1) No Yes IYes
Mule-Hide SA-APP Cap Sheet Yes Yes Yes (See 5.5.1) No Yes Yes
or SA-APP Cap Sheet(FR)
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives underlayment combinations.
T,
Adhesive Florida Product Underlayments
Approval
DAP Foam Touch'n Sea[StormBond Roof FL14506 Polystick TU Plus,Polystick TU Max
Tile Adhesive
Dow TiIeBondTM 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 PolysetO AH-160 FL6332 Elastoflex G TU,Elastoflex S6 G,Polyflex G,Polyflex SAP,Polyflex SAI Cap FR,
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR) iI
Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pr6l,
ICP Adhesives Polyset"RTA-1 FL6276 Elastoflex G TU,Elastoflex S6 G,Polyflex G,Polyflex SAP,Polyflex SAI'Cap FR,
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)
Refer to rite Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance L09
NEMO ETC,I.I.C. Evaluation Report P12060'.I -R24
Certificate ofAutharization#32455 EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments,(954)233-11230 Revision 24:01/24/2018
Page 5 of 14
fONEMOJetc.
5.6 Allowable Substrates:
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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 D41'6rimed
Southern Yellow Pine; ASTM D41rimed structural concrete; Huber Engineered Woods "ZIP System"' Panels
p g Y
(designed and installed to meet wind loads for project).
Note:Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or
OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ ASTM D41 primed structural concrete.
Polyflex G or Polyflex G FR torch-applied to:
➢ ASTM D41 primed structural concrete.
5.6.2 Bond-to-Insulation:
Polystick(all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)self-adhered
to:
➢ ASTM C1289, Type 11, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard;Dens Deck Prime;or SECUROCK Gypsum-Fiber Roof Board.
Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
Polyflex G or Polyflex G FR torch-applied to:
➢ ASTM D41 primed structural concrete;Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval. For installations under foarri�on the
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 11 felt;Elastobase;Elastobase P,Mule-Hide Nail Base or Polyglass G2 Base.
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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.
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NEMO ETC,U.C. Evaluation Report P12060.102.09-1124
CertiTicate of Authorization#32455 6EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 6 of 14
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INNEMO 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 uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the
result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure
divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-
12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#2 Maximum Design Pressure=-97.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using11! 2ga.x
1Y."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;l2 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.
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#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: it 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. j
MEMO ETC,U.C. Evaluation Report P1206002.09-R24
Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-RZS
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
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#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 fel
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt.
#10 Maximum Design Pressure=-45 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)layer ASTM D226,Type It felt
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)'Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU,applied in full mopping of hot asphalt.
#11 Maximum Design Pressure=-45 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two(2)layers ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular'ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only),Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polynex 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:
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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: 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.
I
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P.Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
NEMO ETC,LLC. Evaluation Report 1312060A2.09-1124
Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments;(954)233.-1230 Revision 24:01/24/2018
Page 8 of 14
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INMEMO etc.
#15 Maximum Design Pressure=-52.5 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 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 1-5/8-inch diameter tin, aps
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 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#18 Maximum Design Pressure=-67.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows.
i
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 MP,XX 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. 1
#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.
NEIVIO ETC,LLC. Evaluation Report P12060 02.09-R24
Certificate of Authorization#32455 6P EDITION(2017)FBC NON-HVHZ EVAWATION F15259-1128
Polyglass Roof Underlayments,(954)233-1230 Revision 24:01/24/2018
Page 9 of 14
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IRNEMO 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 Polynex 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. l
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#25 Maximum Design Pressure=-105 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners '
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#26 Maximum Design Pressure=-112.5 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer at all tin-caps
Base Ply: Polystick MTS or Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#27 Maximum Design Pressure=-120 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Botto 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.
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I
NEMO ETC,U.C. Evaluation Report P1206,,.02.09-1124
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 10 of 14
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IRNEMCijetc.
5.6.4.2 For mechanically;attached Base Sheet,the maximum design pressure for the selected assembly shall meet oriexceed
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 expo)ed 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 the (Elastoflex S6 IG 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.
} k ABLE 2: TILE SI�PPAGE LIMITATIONS FOR DIRECT DEZiC TII E INSTALLATIONS
T
E.e
Underlayment Tile Profile ,Staging Method Maximum Slope
Elastoflex G TU Flat 10-tile stack 7:12
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
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-tile stack(4 over 2)or 10-tile stack 7:12
Polystick TU Max Lugged 6-tile stack(4 over 2) 7:12
Lugged 10-tile stack 6:12
Polystick TU P Flat 6-tile stack(4 over 2) 6:12
Lugged 6-tile stack(4 over 2) 4:12
Polystick TU Plus Flat or Lugged 6-tile stack(4 over 2) 7:12
Flat or Lugged 10-tile stack 6:12
Polyflex G or G FR Flat or Lugged 6-tile stack(4 over 2) 4:12
Polyflex SA P or SA P FR Flat or Lugged 6-tile stack(4 over 2) 4:12
I
NEMO ETC,U.C. Evaluation Report P1206002.09-1124
Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 11 of 14
ONEMOletc.
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 Jemove
any dust and debris prior to application,and prime the substrate(if applicable).
.6.3" Elastobase,Elastobase P or.Mule=Hide Nail Base: �
6.3.1 Non-Tile Applications:
Shall be installed in compliance with the codified requirements for ASTM D226,Type II underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
Elastobase,Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick,Polyflex SAP, Polyflex SA
P FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self-adhered, Elastoflex G TU, Elastoflex S6 G or
Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR,,torch applied. Roof cover limitations are those are
those associated with the top-layer underlayment,as set forth in Table 1.
6.3.2 Tile Applications:
Elastobase,Elastobase P or Mule-Hide Nail Base are limited to use as a mechanically attached base sheet in the"Two
Ply System"from FRSA/TRI April 2012(04-12). Reference is made to Table 1 and Section 5.6.4 herein,coupled with
FRSA/TRI April 2012(0412)Installation Manual. j
6 4: Polystick MTS;'MTS PLUS,IR-Xe,TQ.P,TU Plus,TU,Max;-Dual Pro,Tile Pro.or MU_Xr or Polyflex SAP,Polyflex SAP FR,
Mule=Hide SA-APP Cap Sheet or Muie-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 iface of
membrane. The head lap membrane is to cover the area being back-nailed.
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
(the sheet will overlap the fabric).
4.
View of Ovelap Seam of Dual Pro and Tile Pro
All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified
Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap.
Polystick TU Plus,Dual Pro and Tile Pro may not be used in any exposed application such as crickets,exposed valleys,
or exposed roof to wall details
NEMO ETC,LLC. Evaluation Report P32060.02.09-R24
Certificate ofAuthorizotion#32455 67H EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 12 of 14
i I
foNEMO etc.
Repair of Polystick membranes is to be accomplished by applying,Polyplus 50 Premium Modified Wet/Dry Cement or
Polyglass P6500 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. Polygiass 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 lb 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,1R Xe or PolvAick 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(0412),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 requlri ment,
but is allowable if a 2-ply underlayment system is desired.
6 5 Elastoflex G TU,,Elastoflex S6 G or Elastoflex 56 G.FR 4 t
_.
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 thei,i'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(0412)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. j
✓ 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 hot-asphalt-applications,Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt-applied to the
substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set
minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt
with asphalt extending approximately 3/8-inch beyond the lap edge.
6 6 Polyflex G oir;Polyflex
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 tile roof systems(Base Sheet Limited per 5.6.3).
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 24:611/24/2018
Page 13 of 14
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OONEMO�'Jetc.
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'B/8-inch flow of modified compound beyond! he lap
edge.
i
6.7 Tile Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Table 2 herein,and Polyglass published requirements for tile staging.
6.7.2 Battens and/or Counter-battens,as required by the tile manufacturer and FRSA/TRI April 2012(04-12)must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens 'or sail-
boards,to prevent tile sliding and/or damage to the underlayment during the loading process. 1
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 CIA 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 Specfication' Product s
Fernley,NV,Hazleton,PA&Winter Haven,FL ASTM D1970 Polystick MU-X j
Hazleton,PA M-D 13-0004 Elastoflex G TU j
ASTM D1970 Polystick IR-Xe
Hazleton,PA&Winter Haven,FL ASTM D1970&FRSA/TRI April 2012 Polystick TU Plus j
ASTM D1970&FRSA/TRI April 2012 Polystick TU Max
Tuscaloosa,AL ASTM D4601,Type II Polyglass G2 Base j
ASTM D226(physicals) Elastobase,Elastobase P j
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 j
ASTM D1970&FRSA/TRI April 2012 Polystick Tile Pro !j
ASTM D6164 Elastoflex S6,Elastoflex S6 G FR !j
ASTM D6222 Polyflex G,Polyflex G FR j
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT- it
I
NEMO ETC,U.C. Evaluation Report P12060.02.09-1124
Certificate of Authorization#32455 6t"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259 -R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 14 of 14
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