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n�aa^'rL FL# FL20378-R1 FEB �+ Logo
Application Type Revision
rmitting
Code Version 2017 ST. Lucie County, Pe
Application Status Approved
Comments
Archived [.l
Product Manufacturer Extreme Metal Fabricators, LLC
Address/Phone/Email 2160 SW Poma Drive p 2 r 06 D —7
Palm City,FL 34990
(772) 34 REVIEWED F®
flvalidation@tion@yahoo.com
Authorized Signature Richard McKuhen
CODE COMPLIANCE
flvalidation@yahoo.com ST. LII CIE P®A 1�0NTY
Technical Representative Richard McKuhen V v®.CC
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034 &v1
richard@emfab.net
Quality Assurance Representative FILE COPY
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
C-11 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the LOCKE BOWDEN
Evaluation Report
i�
Florida License PE-49704
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Zachary R. Priest, P.E.
Ci Validation Checklist-Hardcopy Received
Certificate of Independence FL20378 RI COI FL 20378.1 NAILSTRIP 1.0 .032 ALUM sss.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL 1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquap/o2flMZ8n5CNV4ZYkew5Zoa°/p2fEp/`2fovztglbhDVU2dJO4TAA%3d%3d 1/3
r 11/1/2819 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 08/18/2017
Date Validated 12/18/2017
Date Pending FBC Approval 10/17/2017
Date Approved 12/19/2017
Summary of Products
FL# Model,Number or Name Description
20378.1 01 -"1" Nailstrip" 0.032"Aluminum Standing Seam roof panel, 12"wide,
mechanically attached to 15/32" plywood or Wood Deck with
fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20378 RI II FL 20378.1 NAILSTRIP 1.0 .032
Approved for use outside HVHZ:Yes ALUM sss.pdf
Impact Resistant: No Verified By: Locke Bowden, P.E.49704
Design Pressure: +N/A/-Table A Created by Independent Third Party: Yes
Other: Refer to evaluation report for Limitations and Evaluation Reports
Conditions of Use. Refer to manufacturer's installation FL20378 RI AE FL 20378.1 NAILSTRIP 1.0 .032
instructions. ALUM sss.pdf
Created by Independent Third Party: Yes
20378.2 02-"1" Nailstrip" 26-gauge Steel Standing Seam roof panel, 16"wide,
mechanically attached to 15/32"plywood or Wood Deck with
fasteners and adhesive.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20378 R1 II FL 20378.2 Extreme Metal Fabricators 26GA
Approved for use outside HVHZ:Yes NAIL STRIP 1.0.pdf
Impact Resistant: No Verified By: Locke Bowden, P.E.49704
Design Pressure: +N/A/-Table A Created by Independent Third Party: Yes
Other: Refer to evaluation report for Limitations and Evaluation Reports
Conditions of Use. Refer to manufacturer's installation FL20378 R1 AE FL 20378.2 Extreme Metal Fabricators 26GA
instructions. NAIL STRIP 1.0,pdf
Created by Independent Third Party: Yes
20378.3 03-"1.75 Snap Lock" 0.032"Aluminum Standing Seam roof panel, 18"wide,
mechanically attached to 15/32"plywood or Wood Deck with
panel clips and fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20378 Rl II FL 20378.3 SNAP LOCK ALUM 1.75-ssr.pdf
Approved for use outside HVHZ:Yes Verified By: Locke Bowden, P.E.49704
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure:+N/A/-Table A Evaluation Reports
Other: Refer to evaluation report for Limitations and FL20378 RI AE FL 20378.3 SNAP LOCK ALUM 1.75-ssr.pdf
Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party: Yes
instructions.
20378.4 04-"1.75"Snap Lock" 24-gauge Steel Standing Seam roof panel, 18"wide,
mechanically attached to 15/32" plywood or Wood Deck with
panel clips and fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20378 R1 II FL 20378.4 1.75 SNAP LOCK 24GA-ssr.pdf
Approved for use outside HVHZ:Yes Verified By: Locke Bowden, P.E.49704
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/-Table A Evaluation Reports
Other: Refer to evaluation report for Limitations and FL20378 R1 AE FL 20378.4 1.75 SNAP LOCK 24GA-ssr.pdf
Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party: Yes
instructions.
20378.5 05- "Rib Panel' 29-gauge Steel exposed fastener roof panel, 36"wide,
mechanically attached to 15/32" plywood or Wood Deck with
fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20378 R1 II FL 20378.5 RIB 29GA ssr.pdf
Approved for use outside HVHZ:Yes Verified By: Locke Bowden, P.E.49704
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/-Table A Evaluation Reports
Other: Refer to evaluation report for Limitations and FL20378 R1 AE FL 20378.5 RIB 29GA ssr.pdf
Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party: Yes
instructions.
20378.6 06-"5V Crimp" 26-gauge Steel exposed fastener roof panel, 24"wide,
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqua%2f]MZ8n5CNV4ZYkew5Zoa%2fE%2fovztglbhDVU2dJO4TAA°/a3d%3d 2/3
NAIL ZONEI
ASTENERS, COMMON BONA
11/9/2019 Florida Building Code Online
mechanically attached to 15/32"Plywood or Wood Deck
w/fasteners. TAMKO BUILDING PRODUCTS
l AtI.A-uh- Installation Instructions Asphalt Shingles
E i J i Y . t Rfi9lI� , LLC FL20378 Rl II FL 20378.6 5V Crimp sss.pdf
Approved for use outside HVHZ:Yes Verified By: Locke Bowden, P.E.49704
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/-Table A Evaluation Reports
Other: Refer to evaluation report for Method 1 and Method 2 FL20378 R1 AE FL 20378.6 5V Crimp sss.pdf
fastening. Limitations and Conditions of Use. Refer to Created by Independent Third Party: Yes
manufacturer's installation instructions.
20378.7 07- "1.5 Standing Seam" 24-gauge Steel Standing Seam roof panel, 16"wide,
mechanically attached to 15/32" plywood or Wood Deck with
panel clips,fasteners and adhesive
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20378 R1 II FL 20378.7 IM STANDING SEAM ssr.pdf
Approved for use outside HVHZ:Yes Verified By: Locke Bowden, P.E.49704
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/-Table A Evaluation Reports
Other: Refer to evaluation report for Limitations and FL20378 R1 AE FL 20378.7 IM STANDING SEAM ssr.pdf
Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party: Yes
instructions.
20378.8 08-"Nordman Tile" 24-gauge Steel metal roof tile panel mechanically attached to
15/32" plywood or Wood Deck with fasteners
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20378 R1 II FL 20378.8 NORDMAN TILE 24GA ssr.pdf
Approved for use outside HVHZ:Yes Verified By: Locke Bowden, P.E.49704
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/-Table A Evaluation Reports
Other: Refer to evaluation report for Limitations and FL20378 RI AE FL 20378.8 NORDMAN TILE 24GA ssr.pdf
Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party: Yes
instructions.
20378.9 09-"Nordman Tile" 24-gauge Steel metal roof tile panel mechanically attached to
Steel Deck with fasteners
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20378 RI II FL 20378.9 Nordman Tile Details-ssr.pdf
Approved for use outside HVHZ:Yes Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E.
Impact Resistant: No #31242
Design Pressure: +N/A/-Table A Created by Independent Third Party: Yes
Other: Refer to evaluation report for Limitations and Evaluation Reports
Conditions of Use. Refer to manufacturer's installation FL20378 R1 AE FL 20378.9 Nordman Tile Details-ssr.pdf
instructions. Created by Independent Third Party: Yes
20378.10 10-"Nordman Tile" 0.032"Aluminum metal roof tile panel mechanically attached to
15/32"plywood or Wood Deck with fasteners.
Limits of Use Installation Instructions
Approved for use.in HVHZ: No FL20378 RI II FL 20378.10 NORD TILT.032 ALUM-ssr.pdf
Approved for use outside HVHZ:Yes Verified By: Locke Bowden, P.E.49704
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: +N/A/-Table A Evaluation Reports
Other: Refer to evaluation report for Limitations and FL20378 R1 AE FL 20378.10 NORD TILT.032 ALUM-ssr.pdf
Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party: Yes
instructions.
Back PJext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyrlght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
® e0hc,^t
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5CNV4ZYkew5Zoa%2fE%2fovztglbhDVU2dJO4TAA%3d%3d 3/3
Product ►• - MetalFabricators,
2160 SW Poma Drive
Palm City, Fl. 34990
(.-772,) 872-8034
• .uct i . .roval#2iNON HVHZ
Compliant with Florida Building Code 2017(61h ed.)
Compliant with Florida Product Approval Rule #611320-3
Compliant : Keystone Certifications
Product: 5 V Crimp 26GA Metal Roofing Panel Corrosion Resistant FBC Sec. 1507.4.3
Yield strength:-40ksi Steel Attached to min. 15/32" plywood or Wood Deck w/ min.
Attached 24" 0.42 specific gravity with screws. 24" Coverage
Coverage Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec. 1506, 1507
Fastener for Method 1 Attachment# 9-15 x 1"Hex Head w/EPDM Bonded Steel Washer
to. penetrate 3/16" thru wood decking
Fastener for Method 2 Attachment #9-15 x 1" Hex Head w/EPDM Bonded Steel Washer
to penetrate 3/16"thru 15/32"min. plywood deck or 5/8" into wood plank
Underlayment: To be compliant with FBC Sec.1507.1.1
Slope: Shall be in compliance with FBC Sec. 1507.
Install Details: Table A Allowable Loads METHOD 1 METHOD 2 4ASTENER PLACEMENT
DESIGN PRESSURE* -85 PSF 114.25 PSF METHOD 1 IN RIB PEAKS
ROW SPACING 12"O.C. .12"O.C. METHOD 21N PANEL FLATS
FASTENER SPACING 12" O.C. 12"O.C. *SEE INSTALL DRAWINGS
FASTENER SIZE: #9 #9
*ALLOWABLE DESIGN PRESSURE MARGIN OF 2 T01
Reference Data: HURRICANE TEST LAB#TST ID: 1527
TAS 125-03 Test#0223-0307-01;METHOD 1 (UL 1897-041)
TAS-125-03 Test#0223-0517-06,METHOD 2
EQUIVALENCY UL 1897-041S EQUIVALENT TO UL 1897-12 TEST STANDARD * DESIGN PRESSURE SAFETY MARIGIN 2:1
Certificate of Independence:
Locke Bowden,P.E.does not have,not will acquire a financial interest in any company manufacturing or distributingproducts
under this evaluation. �•���t'tll 1Pr�r,,
Locke Bowden,P.E.isnot owned,operated,or controlled by any company,manufacturer,or distribuNngP d�clys,pndef t�iiy�
report. dt
�..��`JQ� ..° 1v �1,Cg•,'�;S,�ro
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Compliance Statement: These products herein evaluated have demonstrated compliance with the Florida Building Code 2017
6th ed.,with referenced documents submitted.
Limitations:
1. Underlayment to be compliance with current Florida Building Code 2017 6th ed-,Section 1507.1.1
2. Products are compliant for State of Florida product approval per Rule 61G20-3
3. Compliance Method: 1-D
4. Fire classification is not part of this acceptance.Shear diaphragm values are outside this report.
5. All support framing compliant w/Florida Building Code 2017,Chapters 22 for Steel, 23 for Wood and 16 for
Structural Loading. Design of support and attachment to the framing is outside the scope of this evaluation.
6. Rule 61G20-3 allows for engineering'analysis by registered/licensed others for"project specific approval" by local
authorities, authorized by the code,and is the responsibility of others.
7. This report does not imply warranty, installation, recommended product use outside of this report.
Fasteners-
9-15 Hex-Head Screw With W-Crimp'• Roof Panel
EPDrd Bonded Steel Washers
w' n
i 14.
Deck-
15132"or greater Plywood,or
-Wood plank
Fasteners-
., -15 Hex-Head Screlvs With 5V-Crimp" Roof Panel
EPDht Bonded Steel\Nashers
"77--77-,
77 .ice
AL
o
Deck:
-15.1,2"or greater Plywood,or
-Wood plank
111(112D19 Florida Building Code Online
SCIS Home Log In User Registration Hot Topics- Submit Surcharge Stats&Facts' Publications Contact Us SCIS Site Map Links search
`.:I Product Approval �. r�
. �,, i +�. USER:Public User RECEIVED
IrET`/Cf✓
IVE
a ,
Product Approval Menti>Product or AppiicTtion Search>Qpplirntinn l.lst>Application Detail FEB 2 4 2020
FL# FL5259-1128
Application Type Revision ST. Lucie County, Permltdrig
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer POLYGLASS USA REVIEWED FOR
Address/Phone/Email 1111 W.Newport CenterPODE COMPLIANCE NCE
Deerfield Beach,FL 3344 CC�'" COUNTY
0 �1p® �y
(mope t@polyglass.com954)233-1330 Ext 42WT. LUCIE COUNT H
BO,CC
Authorized Signature Maury Alpert
maipet@polyglass.cam
Technical Representative Maury Alpert
Address/Phone/Email 1111 W.Newport Center Drive
Deerfield Beach,FL"33442 FILE COPY .
(912)429-8610
,iMAI p ert@ polyg lass.com
Quality Assurance Representative Arief Lender
Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach,FL 33442
(954)233-1230
ALender@polyglass.com
Category Roofing
Subcategory Underiayments
_---.
Compliance Method Evaluation Repot from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
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 FL5259 R28 Q01.2018 01 COI NIENINEN 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 April 2012 2012
https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wi3EVXQwtDgvbSgAaZp3Crk2vSa/o2fegOlipJYmiSimlPV6uypRuXszPog%3d%3d 1/2 -
11/112019 Florida Building Code Online
UL 1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 01/24/2018
Date Validated 01/29/2018
Date Pending FBC Approval 01/30/2018
Date Approved 04/10/20I8
Date Revised 10/15/2019
Summary of Products
I.
i FL# Modelr Number or Name Description
i 5259.1 Polyglass Roof Roofing underlayments
Underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5259 R28 11 2018 01 FINAL EP.POLYGLASS UNDERLAYMENT$_FL5259-
Approved for use outside HVHZ:Yes 28,12d
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 l Evaluation Reports i
application relates to one particular FL525 _R28 AE 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
underlayment system(over concrete deck)for 1128.p�df
use under foam-on the systems(where the Created by Independent Third Party:Yes
underlayment forms part of the load-path),
Refer to ER Section 5,6.4 for other systems,
t other deck types and associated maximum
design pressures. 2.)Refer to ER Section 5 for
other limits of use.
Contac'Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an ANEW employer.
.PYL,:gbt2OO7-2013Stale ofF]or',do ::LrL.vacyjtgjement::Accessibility,Statement::Refund Statement
under Florida law,email addresses are public records,If you do riot want your e-mail address released In response to a Public-records request,do not send electronic
mail to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487,1395.*Pursuant to Section 455,275(1),
Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaift
provided may be used for official communication with the licensee.However email addresses are public record,if you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click li,,.re.
Product Approval Accepts;
uL t2EJ
Gri�c If!Gard
Safe
https://WWW.floridabuilding.org/pr/pr�_appjtl.aspx?param=wGEVXQwtDqvbSqAaZp3Crk2vS%2feqOiipJYm!SimlPV6uypRuXszPog`/`3d%3d 2/2
' ^
HEMOUetC"
Certificate ofAuthorization ose«55
UO4 353 Christian Street, Unit#13
Oxford, CTO6470
(203) 262-9245
ENGINEER EVALUATE TEST [@0SQiT CERTIFY
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P12060.02.09-R24
1111West Newport Center Drive FL5259~1120
Deerfield Beach, F[ 33443 Date mfIssuance:02/24/2009
(954)233~1230 Revision 24:01/24/2018
SCOPE:
This Evaluation Report is issued under Rule 6iG20'3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by RobertNierninen, P.E.
for use of the product under the Florida Building [ode and Florida Building Code, Residential Volume. The products
described herein have been evaluated for cornp||ance'vviththe 6'h Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: PmhnlamsRoof Umdarlayments
LxmEumG: 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 ofthis
Evaluation Report by the named client constitutes agreement to notify Robert Nienninen, P.E. ofany changes tothe
product(s), the Quality Assurance or the production fodU1y location(s). NEIVIO/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 "NEIVIO/etc. Evaluated"'
va1uated" 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 ofpages 1through 14.
Prepared by: '
RobertLM. --- P.E.
-''—� The facsimile seal appearing=^ opmo6zmiuvRobert wiemmen,
Florida Registration No.59166, Florida DCA ANE1983 �on 01/24/2018. This does not serve as an electronically
signed document.
CERTIFICATION opINDEPENDENCE:
' 1, NEyWOI etc. does not have nor does it intend to acquire or will it acquire, x financial interest in any company manufacturing or
distributing products itevaluates.
2. NEMO I etc.is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nleminen, 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.
S. This\sabuilding code evaluation. Neither NEMO I etc. nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose. ^
.
'
. "
U
0�E�0�/Uetc,
8onnmG CoMpomawT EVxuUumom:
1. SCOPE:
Product Category: Roofing
Sub-Category: Undedayment
Compliance Statement: Roof Under(ayments' aa produced by Pu(mlayy USA, Inc., have demonstrated compliance with the
following sections of the 611 Edition (2017) Florida Building Code through testing inaccordance 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 FK44474 2011
1504.3.1 Wind Uplift UL 1897 2012
1607.2.3/1507.1.1 Physical Properties ASTM Da2G zoOy
15072.4/1507.1.1,1507.I.9.2 Physical Properties ASTM D197O 2015
1507.9.3 Physical Properties FRSA/TR|April 2U12 2012
1507.112 Physical Properties ASTM 06164 2011
1507.11.2 Phvo/,s|Pmperbes ASTM D6222 2011
TAS110 Accelerated Weathering ASTM D4798 2011
3. REFERENCES:
Entft1 Reference Date
F[NApprovals(TSTl8G7) Wind Uplift 3004091 01/12/2000
PRI(0TSB78) Physica\Properties PR101111 04/0812002PR|(TST5878) Physical Properties PUSA-005-02'01 01/31/2002
PRI(TST587D) Physical Properties PUSA-013'02'01 12/23/2002
PRI(TSTG87E) Physical Properties rUSA+013'02'02 12y23/2002
PRI(nSTS87o) Physical Properties PUSA-013'02-03 12/23/2002
PRI(T5TS878) Physical Properties PUSx,018'02'01 07/14/2003
PRI(TST5x7B) Physical Properties PUSA-028'02-01 07/13/2006
PRI(TST587D) Physical Properties yUSA-033'02'01 01/12/2006
PRI(DST6o7u) Physical Properties pV3A�035-0201 09/29/2006
'
PRI(TST5878) Physca\PmpertiesPUSA-05S'O2'O2 12/10/2007PR|(TST5878) Physical Properties
PUSA-061-02-02 01/28/2008
PRI(TST587O> Physical Properties' PUSA-076-02-01 02/22/2008
PRI(TST�g78) Physica|Pmpert/es PUS»~083'02-01 04/14/2008
PRI ITST5878V Physical Properties PVSA-088'02-01 07/29/2009
N\T|(TSr25U8) Physical Properties ]X20H7A 04/01/2008
MTI(TST2508) Physical Properties RX14E8A 01/29/2009
ERD(T5T6049) Physical Properties 11752.0e.99'2 03/08/2000
eRD(TST6V49) Wind Uplift 11757.08.01'1 08/13/2001
ERD<TST6V49> Wind Uplift 11776.06.02 bl/16/2003
ERD(TST604s) Physical Properties 02200.07.03 07/14/2003
[RD(TST6O49) Wind Uplift p1740.01.07 01/04/2007
[RD(TST6O49) Physical Properties P5110.04.07-1 04/11/2007
cRD(TST§V49) Wind Uplift P9260.03.08 03/21/2008
ERD(TST6U49) Physical Properties P13450.08.09 08/13/2009
ERD(TSTao49) Wind Uplift P30540.11.09-R1 11/30/2009
Physicalmpe ex p �i P11030.11.09-1 11/30/2009/Z0Oy
cR���'�O4e)
ERO(T3T6O49) Wind Uplift p11030.11.09'2 11/30/2009
ERD(TST6049) Physical Properties P11030.11.09-3 11/302009
EKO<TST6V4y> Physical Properties P33360.06.10 08/25/2010
cRD(TSraO49) Physical Properties P33370.03.11 03/02/2011
[KO[TST 6049) Physical Properties P33370.04.11 04/26/2011
ERD(GT§O49) Physical Properties P37300,18.11 10/19/2011
`
NEmoETC,uc Evaluation Report rz2ouuuz.09-mm
urtific*te ofA,thoriz000vxam55 aP'EDITION(zoo)rocmow'ov*zEVALUATION F1.5259'1128
po}volassRoof undvrlaVm,nts/(ys*)a3s-12so Revision z*:oz/u*oo1u
.
Page zvfz4
,
. .
' 4NEMO etc.
Examination� Reference Date
cH0(TST6V49) Physical Properties p40390.0812'1 08/06/2012
ERD(TST6O49) Physical Properties PP40390.09.12-2 08/07/20122 '
coD(TS7sO*y) Physical p Properties c414zOo9.��a
vope 09/11/2012
EKD(T5T6Ou9) Wind Uplift P39e80.03.15 03/04/2013 ,
ERD(TST5O49) Physical Properties P45370.04.13 04/26/2013
ERD(TST6D49) Wind Uplift P1738.02.07'112 04/29/2013
[KD(TST6O49) Wind Uplift 11757.04.01-1-RI 04/30/2013
[RD(TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD(TST6O49) Wind Uplift P11751.U5.03-H1 11/26/2013
Exo(TSTou«y) Wind Uplift p11781.11.03-R1 11/26/2013
ERD(T5T6V43) Physical Properties P45270.05.14 05/12/2014
ERO(TST6O4*) Physical Properties 6020.07.I4'1 09/08/2014
ERD(TST6O49) Physical Properties 6020.09.14'2 09/08/2014
EnD(TSTsV49) Physical Properties 60201.09.14-8 09/08/2014
ERD(T6TGV49) Physical Properties 6020.09.14-4 09/08/2014
ERD(T5T§D49) Physical Properties 6020.09.14'5 08/08/2014
ERD(TSr8V49) Physical Properties 6020.09.14-6 09/002014
ERD(T3TGn48) Physical Properties P46520.10.14 10/03/2014
snO(TSToo49) Physical Properties p43290.10.14 10y17/2014
ERD(DST8OA9) Physical Properties PLYG-SC7550.03.15 03/24/2015
ERD(TST6o49) Physical Properties P40390.04.15 04/03/2015
ERD(TST5O4g) Physical Properties P44360J024-81 05/18/2015
ERD(TST6O49) Physical Properties P[YG-SC8080.05.15-1 05/20/20I5
ERD(TST6O49) Wind Uplift PLYs`5C8905.05.16-1 05/17/3016
ERD(TST6D49) Physical Properties PLYG`SC8080.07.16 07/16/2016
EKD[8J0U@}) Wind Uplift PLYG'SC12025.10.16 1042/2016
ERD(TST6U49) Physical Properties PLYG-SC13040.12.16 12/27y2016
ERD(T3T6V49) Physical Properties pc(G'SC11900.03.17 03/10/2017
ERo(rsT6O49) Physical Properties PLYG'SCI2115.08.17 00/08/2017
ICC-ES(EVL239G) IBC Compliance E6R'1697 11/01/20I4
Miami-Dade(CER 1592) HVHZComp|iance NCA 14-0717.08 01/22/2015
po/ng/aasuS» Manufacturing Affidavit Products Current 02/18/2009
Po|yg/a»sUSA P/1Affidavit Mule-Hide Cross Ltg 03/01/2008
Poiyg|asmU6A Materials Affidavit Pn/y»tickSACompound 08/18/2011
UL,UI.(QVA9G25) Quality Control Service Confirmation Exp.10/05/2018
4. PRODUCT DESCRIPTION:
L4.1 Mechanically Fastened Underlayments:
4.1.1 Elastobase is a fiberglass reinforced,SB5 modified bitumen base sheet. -
4.1.2 ElastpbasePisapo|yeotar-reinforced,SBS modified bitumen base sheet.
4.1.3 Po}Vg/muaG2Base|saf|6erg/ass'roinforced,asphaltic base sheet.
4.1.4 Po/yglasmAPP Base isa8berg/ass're/nfooed'APP modified bitumen base sheet.
4.2 Self-Adhering Underlayments:
�
4.2.1 Polystick MTS or Pollystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass
fiber reinforced,surfaced with polyolefinic film surface;meets FRSA/TRI April 2012.
4.2.2 Polystick|0-De Is a nominal 60'mUthick rubberized aqphaltwaterpnoofinamem6mne, glass fiber reinforced, with an
aggregate surface;meets ASTK8U137O.
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 ASTK8D1g70and FBaA/TRIApril 2o2Z.
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42.4 PmlyoticN TU R is a nominal 130'm|\ thick rubberized asphalt waterproofing membrane,
reinforced,with agranular surface;meets FRSA/TR|April ZD1J.
9o|� Max
polyester
fabric surface;meets ASTM D197Oand FRSA/TR|April 2D12.
4.2.6 PolyMmx BAP, Pm|VMex SAP FIR, K0p\w~M|de 8A-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester
reinforced,APP modified bitumen cap sheets;meet FRSA/TR)April 2O12.
4.2.7 Pm|ystick Dual Pro= is nominal 60-mii thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with apolyester fabric surface;meets ASTM D197O.
4.2.8 Po|yst|uhT|!e Prf= is a nominal GO'mi( 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 Po/ystick P8O`X is e 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
S.8).
14.3 Mechanically Fastened and/or Bonded Underlayments:
4.3.1 Elastoflex 6 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 6 TU is for use as an
alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSAITRI April
2012 (04-12) beneath mechanica'Ily fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply
System"from FnSa//x/April 2u12(o*'12)beneath mechanically fastened oradhered tile roof systems.
4.3.2 ElmntnfeuS6 G and E]ostpfemS6 GFRare polyester reinforced,SBS modified bitumen cap sheets;meet ASTM DG164
BmstuflenSG6 and ElastoflenS6 G FN are for use asonalternate 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.
E!ostoflew$6G is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the"Two Ply System"from FR5A/TR!
April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. E|astwf|em SG G FR is for use as an
alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FR5A/TR/ April 2012 (04'12) beneath
mechanically fastened tile roof systems.
4.3.3 po|yfiew G and PolyMeu G FR are polyester reinforced, APP modified bitumen cop sheets; meet ASTM D5222.
Pq!yf|euG isfor use at an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TR| April ZOIZ
(04'12)beneath mechanically fastened oradhered tile roof systems. PolyMeuG FRisfor use usanalternate tnHeat
Applied "Cap Sheet" in the "Two Ply System" from FKSA/TR{ April 2012 (04'12) beneath mechanically fastened tile
roof systems.
6' Uxnn4zoms:
5.1 This isa building code evaluation. Neither N[k4OI 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 isnot for use inthe HVHI.
5,3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings ofthis product. .
5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within F8C 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.
msmocTc I.I.C. Evaluation Report p000u.oz.0*mw
u,tifm,re,/A"th"rimm**32ws opEDITION(2ou7)Facmom'*vxzEVALUATION p/5259-n28
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5.6 Allowable Substrates:
5.6.1
Polystick(a(]variations),Dual Pro,Tile Pro, Polyflex SAP or SAP FIR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet
(FR)self-adhered to:
.eNew untreated plywood; ASTM D41 primed new untreated Existing ASTIVI D41 primed existing
plywood; New or.existing, unphmed USB ASTM D41 primed OSB; Southern Yellow Pine; ASTIVI D41 primed
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels
(designed and installed tumeet wind loads for pnoject).
Note: Po/yglosdoes not require priming ofnew orexisting plywood orOSB sheathing. New u/existing plywood or
OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
E|astmflexGTU,E)autof|exSGGorE|asto8ex56GFRinhot asphalt to:
�
ASTM D41primed structural concrete.
Po|yf|exGorPulyOexGFRtorch-applied to:
�
ASTM D41primed structural concrete.
5.6.2
Polystick (all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)self-adhered
to: '
li� ASTM [1289 Type U," Class 1 polyisocyanu rate or Type V poly1aocyanurote-composite insulation; Deny Deck
DuraGuan6;Dens Deck Prime;or3ECUROCKGypsum-Fiber Roof Board.
BastuOexGTU,E|astofleu36GorE|amoUexS6GFRinhot asphalt to:
�- Dens Deck Prime urSECUAOCKGypsum-Fiber Roof Board,
Po|yf|exGurPo|yflexGFIR torch-applied to:
:o- 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 ofthe 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.§.3 Bond to Mechanically Attached Base Laver:
Polystick (all variations), Polyfex3AP or SAP RR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
-\ 'D\e Pro self-adhered to:
� A5TIuD226,Type|orUfelt;E|astobase;E|astobasePorMule-Hide Nail Base,
E|astoOexGTU,E|astpf|exSGGorE(astoOexS6GFR|nhot asphabto:
�
ASTM D226,Type|or|(felt; E{astobaue;E(adobaaeP'Mule-Hide Nail Base urPo{yg|assG%Base.
Po{yf|exGnrPo(yOexGFIR torch-applied to:
� 8astnbase;E|astobane P,Mule-Hide Nail Base,Po|yg{ass GI Base or Po\yg|assAPP Rase.
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 FBCSection 1SO4.3.1.
.
mcmoETC,LLC. ' Evaluation Report pzz000uo.0;-Rz^
Certificate nyxoaouzattonu32*55 G�"EDITION(2o1r)FSC wom'xvozevxWxnow rL5259'n23
pvkm|mssRoof unuenavmenun(ys4)ams-12au Revision 24:o1/24/znxo
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5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal wood Shakes Slate
&Shingles
YElastobase i .Yes Yes Yes Yes Yes Yes
{ (Base Sheet in 2-ply system) (Base Sheet in 2-ply system)
Elastobase P Yes Yes Yes Yes Yes Yes
(Base Sheet in 2-ply system) (Base Sheet in 2-ply system)
! Yes Yes
Polyglass G2 Base No Na No No
(Base Sheet in 2.ply system) (Base Sheet in 2-ply system)
Polyglass APP Base i No Yes Yes No No No
_ (Base Sheet in 2-ply system) (Base Sheet in 2-ply system)
k Polystick MTS or MTS PLUS Yes Yes No Yes Yes Yes
Polystick IR-Xe Yes No No No Yes Yes
Polystick TU P No Yes Yes (See 5,5.1) No No No
Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes
Polystick TU Max_j No Yes Yes (See 5.5.1) Yes No No
Polysticlt Dual Pro Yes No No Yes Yes Yes
Polystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes
Polystick MU-X Yes No No Yes Yes Yes
Elastoflex S6 G Yes Yes Yes (See 5.5.1) No Yes Yes
Elastoflex 56 G FR Yes Yes No No Yes Yes
Elastoflex G TU Yes Yes Yes (See S.5.1) No Yes Yes
Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes
Polyflex G FR { Yes Yes No No Yes Yes
Polyflex SAP or SAP FR _ i Yes Yes Yes (See 5.5.1) No Yes Yes
Mule-Hide SA-APP Cap Sheet
Yes Yes Yes (See 5.5.1) Na Yes Yes
or SA-APP Cap Sheet(FR)
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/Underlayment combinations.
TABLE 1A:ALLOWABLE TILE ADHESIVE UNDERLAYMENT COMBINATIONS
Adhesive Florida Product Approval Undertayments
DAP Foam Touch'n Seal StormBond Roof FL14506 Polystick TU Plus,Polysticl(TU Max
Tile Adhesive
Dow TileBond" FL22525 Polystick TU P,Polystick TU Pius,Polyflex SAP or Tile Pro
Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro,
ICP Adhesives Polyset°AH-160 FL6332 Elastoflex G TU,Elastoflex S6 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR,
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)
Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro,
ICP Adhesives Polyset°RTA-1 FL6276 Elastoflex G TU,Elastoflex 56 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR,
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)
'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NENIO ETC,LLC, Evaluation Report P12060.02.09-R24
Certificate of Authorization x132455 6'"EDITION(2017)FRC NON-HVH2 EVALUATION FL5259-R28
Polyglass Roof Underlayments;(854)233-1230 Revision 24:01/24/2018
Page 5 of 14
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04NEMO�etc-
5.6.4
FHS//TRi April 2012 K04'12does not
Wind Resistance for Underlayment Systems in Foam-On Tile Application
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 t,hat are not
addressed in FR5A/TRl 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 i504.9 has already been applied), Refer to FR5A/TRl April 2012(04-
12),Appen6{xA~Tab|e1AorFB[1609for6eterminatinnofdasignwind|oads.
#1 Maximum Design
--------��-
Deck: Min.15/sz*nchplywood to meet to satisfaction cxAuthority Having Jurisdiction.
Primer: None
Base Ply: (opoona0pdysticuMTS mPu|ysdchMTS PLUS,se|f-adhemd.
Underlayment:Polystick TUP,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(Fn)'se|f-adhered.
#2Maximum
Deck Min. horityHuving]urbdictNn.
Primer- P81ODorASTM D41
Base Ply: (Optinna|)Po!ystickMTS orPo|ystickMTS PLUS,self-a6hered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Poiyflex SAP,PolVflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(PR).self-adhered and back-nailed within the selvedge-edge side laps using 12ga. x
IYV ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c.
#3 Maximum Design
—�
Deck: Min.Is/a2'inchplywood mmeet project rpquirement�to satisfaction of Authority Having Jurisdiction.
Primer: VVB-3000
Base Ply: (Opdona|)Pu|yu|ckMTS orPolyst|ckMTS PLUS,sa|fadhered.
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 3ZQu,z'S/B"diameter tin caps spaced 12'incho.c.
#4Maximum :
Deck � Min.15/32-inch plywood to meet project requirementsto satisfaction of Authority Having Jurisdiction.
Primer: (OpUnno|)Ps1OOorASTM D41
Base Ply. <opt/ona|>pvlyst|ckMTS orpolyst|ckMTS PLUS,self-adoered.
Joints: Min.4-inchwide strips of[|agoflexSA-Vover 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-adhe,pd.
#5 Maximum Design Pressure=-315 psf:
------�'�Structural concrete tome'gpr actneqvi,ementsu,sataf cuonofxvthoUtyHaving]urisdictivn.
Primer: PG1O0nrASTM D41
Base Ply: (Optiuna|)Po|ystickMTS orPo|ystickMTS PLUS,se|f-odheed.
Underlayment:Polystick TU P, Polystick TU Plus, Polystick TU Max,Tile Pro, Polyflex SAP, Polyflex SAP FIR, Mule-Hide SA-APP Cap
Sheet and Mule-Hide SA-APP Cap Sheet(FR),^e|f-adhened.
#6 Maximum Design Pressure=-622.5 psf:
Deck Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG1O0urASTM D41
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#7 *
Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: s|ostobaaenrMule-Hide Nail Base(po|y'fi/mtop surface)
Fasteners: 11Xa.x1.2s-|nchlong x1-inchhead 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: (Optiona|)Po|ystickMTS orPo/ysdckMTS PLUS,self-adhe,ed.
Underlavment'po|ystivkTU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP, Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
xxu\.e'HideSA-APP Cap Sheet(pn)'xaf-udxe,ed.
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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: E}asto6aswo,Mule-Hide Nail Base(po|y-D|mtop surface)
Fasteners: 1zga.n1.z5-Inchlong x1'incbhead diameter round metal cap nails
Spacing: 6'incho.cat the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (0ptionaVPo|ysUckMTS u,PuiystickMTS PLUS,se|f-adhe,cd.
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)'solf-adhened.
#9 *:
Deck: Min.1g132-inchplywood tomeet project requirements oosatisfaction ofAuthority Hoxing]urbd|cUon.
Base Sheet: One(1)o/two<2>layers ASTM D22G.Type Ufelt
Fasteners: 11oa.xl.2S'inxhlong w1'inchhead 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.
Undedaymeru:G}astoOexGTU or E|astoOexS6 G,applied in full mopping ofhot asphalt.
#1D :
Deck: Min.19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)layer ASTK4D%26,Type Vfelt
Fasteners: 11Va.x1.25'(nd`x3/8'inchhead diameter annular ring shank roofing nails at1-5/Omch 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.
Uodedaymem:Po|ystickTU P,Po|ystickTU P|us,Pn|ystickTU Max,Pnhyf|ex SAP'Po\yMen SAP FIR,Mule-Hide SA-APP Cap Sheet and
Kxu|e'mdeSA-APP Cap Sheet(FR).xe/�adheredp,E|asto�oxGTU,app||edinfull mopping pfhot asphalt.
#11 '
Deck: Min.1g/32+nchplywood tomeet project requirements tnsatisfaction ofAuthority Having Jurisdiction.
Base Sheet: Two(2)layers ASTM D2%6,Type 8felt
Fasteners: 11go.xlIS-inchlong x3/8'inchhead diameter annular ring shank roofing nails atl-5/8-inch diameter tin caps
Spacing: 9-inch o.c.at the 2-Inch wide side laps and 9-Inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment- Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot
asphalt. '
#12
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Eiasto4ase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex KAAXXCap 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.
Undedayment:8astof|ex GTu o,E)asto|e«sa s'applied in h/U mopping of hot asphalt or polyOex s,torch-applied.
#1] Maximum Design Pressure=-S2.5 Ps :
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 MAXXCap 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.
Undedoyment:E|astofexGTUnrE\msto/|exS6 G,applied|nfull mopping nfhot asphalt orpo|yOexG,tooh-appUed.
#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: E|amobaaenrMule-Hide Nail Base(pu}y4i|mtop 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: (Optiona|)polystickMTS nrPulystickMTS PLUS,se|f-adheed.
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(F8),se|f-adheped.
wowoETC,LLC. Evaluation Report p12060.02.09-n24
CertiTicate ofxvm"riz"tiomx3245s nEDITION(2nr,)pucmom'*vyZEVALUATION F/szes'noo
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#15 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c,at four(4)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex 56'.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 caps
Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#17 Maximum Design Pressure=-60 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip with OMG Fiat Bottom Metal Plates
Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#18 Maximum Design Pressure=-67.5 psf:
Deck: Min,15132-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 underloyment)
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.
419 Maximum Design Pressure=-75psf:
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" Gaivalume Steel Plates, OMG Roofgrip#14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 10-inch o.c.at the 4-inch wide side laps and 10-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch-
applied.
#20 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MARX 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:Elastaflex 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-asphait or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#22 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
Spacing: 6-Inch o.c.at the 4-Inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt.
MEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#!32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATiON FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 9 of 14•
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*NEMO etC.
#23
Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: polyg\asGZBase nrPohyglaaAPP Base(requires use of torch-oppliedunderloyment)
Fasteners. Dekfast#14with QekfastHex plates,Dw>G#14*Dwith OrmG]^ Gaha}umeSteel Plates,oyNGKvofg,p#14with
OK8G Hot Bottom Plates (xccuT,a:), Trufast HD with T,ufast 3-inch Insulation Plates o, Simplex ,NAXx 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.
Under|ayment:E|astoflex G TU or E\astoflex 66 G, applied in [o|| mopping of hot asphalt nrtorch'appOed p,Po|yf(ex G, torch-
applied.
#24 Maximum Design Pressure=-97.5 P
Deck: Min.19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: BastvbaueorMule-Hide Nail Base(poly-fi|mtop surface)
Fasteners: 11 ga.x.1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diametertincnps
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: <OptionaUPo|ysdckMTS o,PolystickMTS PLUS,se|f-adhered.
Underlayment:Polystick TU P,PolystickTU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR).se|f-adhered.
#25 Maximum Design Pressure=-105 p :
Dpdc Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: E\astnbase(sanded top surface for hot-asphalt o,torch-applied cap o,poly-film surface for torch-applied cap)
Fasteners: Simplex WiAXXCap 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.
Under|ayment:E|astoflexGTU nrE|astof|exSb G,applied in full mopping ofhot asphalt or Poiy8exG'torch'app|ied,
#26 Maximum Design Pressure=412.5 p :
Deck Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: 8amobuseorMule-Hide Nail Base(po|y-A|mtop surface)
Fasteners: 11 ga.x 1,2S-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: PG10OnrASTM 841primer atall dn':aps
Base Ply: Po|ystichMTS orpolystidK8TSPLUS,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)'se|f-adhe/ed.
#Z7 Maximum Design Pressure=-120 psf:
Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Eiastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners- DK»G#1IStandard RonfgpiporoKoG#l4Heavy Duty with oK8G 3^Round Metal Plates orOMGFlat Bottom Metal
Plates
Spacing: 6-inch o.c.at the 4-Inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#28 Maximum Design Pressure=..-120 v
Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: E|astnbase(sanded top surface)
Fasteners: Trufast#1zD9u,Trufast#z^Howith Tmfast3^Metal Insulation Plates
Spacing- 6-inch o.c.otthe 4-/nrh wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
UndedaymemzE|asu, exGTUorG|n$oOcxS6G,appUedinfuU/nouping ofhot asphalt.
5.6.4.1 All other direct-deck, adhered PolyQ|ass undarleyment systems beneath foam-on tile systems carry a Maximum
Design Pressure of'45pst
mEmocTc mc Evaluation Report p12uaouzue-Rzw
CertificatewAumorizotion#324SS EDITION(2017)rEICmomHVHZ EVALUxnON FL52S9-m28
polyglnsRoof underlaVments;(954)233-1230 Revision 24:01/24/2018
Page zomz4
USNEMOjetC.
5.6.4.2 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed
that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density
designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are
ANSI/SPRI W01, FM Loss Prevention Data Sheet i-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:
E)astobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days
after installation.
Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation.
Polystick MTS, MTS PLUS,TU P,TU Plus,TU Max, Dual Pro,Tile Pro or Elastoflex G TU shall not be left exposed for
longer than 180-days after installation.
Polyflex SAP or SAP FR, or Mule-Nide 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 56 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 G or.Polyflex G only), in which case the maximum
exposure is 180 days.
5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226
roofing felt in a dry condition,tested at standard laboratory conditions. Agreement between purchaser and seller,as
set forth in Section 4.3,Note 1 of ASTM D1970-15,should be established as to slip resistance.
5.9 Tile Slippage Limitations(FRSA/TRI April 2012(04-12}):
When loading roof tiles on�the underlayment in direct-deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABLE 2: TILE SLIPPAGE LiMiTATi0N5 FOR DIRECT-DECK TILE INSTALLATIONS
Underlayment Tile Profile Staging Method Maximum Slope
I Elastoflex G TU Flat 10-tile stack 7:12
Lugged 8-tile stack(6 over 2) 6:12
Elastoflex S6 G or 56 G FR Flat or Lugged 6-tile stack(4 over 2) 4:12
Polystick MTS or MTS PLUS _ Flat 6-tile stack(4 over 2) 5:12
Lugged 6-tile stack(4 over 2) 4:12
rpo
lystick 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
lystick TU Max Lugged 6-tile stack(4 over 2) 7:12
Lugged 10-tile stack 6:12
j Polystick TU P Flat 6-tile stack(4 over 2) 6:12
I Lugged 6-tile stack(4 over 2) 4:12
Polystick TU Pius Flat or Lugged 6-tile stack(4 over 2) 7:12
Flat or Lugged 10-tile stack 6:12
Polyflex 6 or G FR Flat or Lugged 6-tile stack(4 over 2) 4:12
Polyflex SA P or SA P FR Flat or Lugged 6-tile stack(4 over 2) 4:12
NEMO ETC,LLL. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHL EVALUATION F1.5259-1128
Polyglass Roof Underiayments;(954)233-1230 Revision 24:01/24/2018
Page 11 of 14
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RNEMOJetc.
6. INSTALLATION:
6.1 Pplyglous Roof Underlayments shall be installed in accordance with Pmlyglasspu6Usha6 installation requirements
subject tothe Limitations set forth inSection Sherein and the specifics noted below.
6.2 Re-fasten any loose decking panels, and check fnrprotrudingnail heads. Sweep the substrate thoroughly toremove
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 under|oyment in FBCTab|e
2S07'1.1for the type ofprepared roof covering tubeinstalled.
Elastubame,Elmstoba*e P or Mule-Hide Nail Base maybe covered with a layer of Po|ystidk, Pmlyf|eo SAP, PolVflex SA
P FR, K8a|e'Hi6w SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self-adhered, E|astofex G TW' E|mstofex S6 6 or
E3mstmfeoS6 GFRinhot asphalt orPolyf|mx Gor,Po)yf|ex G FR, torch applied. Roof cover limitations are those are
those associated with the top-layer undedmyment'asset forth inTable 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/r0dApril 2012(04-12). Reference ismade toTable 1and Section 5'6'4herein, coupled with
FRSA/TRI April 2012(04'22)Installation Manual,
6.4 Polystick MTS,MTS PLUS,IR-Xe,TU P,TU Plus,TU Max,Dual Pro,Tile Pro or MU-�X or Polyflex SAP,Polyflex SAP FR,
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR):
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970(except Polystick TU P)underlayment
(nFBCTable 1SW7.1.1for the type ofprepared roof covering tobeinstalled.
6.4.2 DirectAo-Deck with Mechanically Fastened Roof Covers:
All self-adhering materials, with the exception uf,PdyyticbTUPlus, PdyflemSAP orSAP FRand Mule-Hide SA-APP
Cap Sheet orSA-APP Cap Sheet(OR)should be back-nailed in selvage edge seam in accordance with Polyglass/Mule-
Hide back nailing guidelines. Nails shall be corrosion resistant, 11 gauge hn0'shanktype with a minimum 1-inch
diametermheta|dishor6imp|ex-typemeta/ cepnaU,otominimumrateof1%"o.c. PwlystckTWPluss6ou|6be6ack'
nai|ed using the above noted fasteners and spacing, in area marked "nail area, area para c|axar" on the face of
membrane. The head lap membrane istocover the area being back-nailed.
All seal-lap seams (selvage laps) must be
firmly rolled with o minimum 2816. hand
roller toensure full contact and adhesion.
For Dual Pro and Tile Pro, align the edge of
the top sheet to the end of the glue pattern
(theuhe��wiUovedapthefabrid. `
IR
View of Ovelap Seam of Dual Pro and Tile Pro
All ovepfabhcmnd over-granule end-laps shall have 6-inch vide, uniform layer ofpolyplus SO Premium Modified
Wet/Dry Cement or Polyglass PGSOO Modified Cement applied in between the application of the lap.
pokot}chTWPlus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys,
orexposed roof towall details
wOMOETC,LLC. Evaluation Report���09-R24
Certificate«/Authorization x324Sx omEDITION(2V17)FBCmom'HvHzEVALUATION ro259.o29
po|mglveRoof uouwnavmwmts/(gg):3aa2au Revision z*:uz/24/zozo
Page 1zoxz4
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04NEMO I etc,
Repair ofPolystickmembranes istobeaocompUshedbyaAplyin8Pmlyplus5DPremiumNodified Cement or
Pmly0laoy 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 inawater shedding manner.
All po|ysticbmembranes shall be installed to ensure full contact with approved substrates. Po|y8|ass requires a
minimum of 40-lb 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 toalarge roller orbroom.
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 l herein, using the instructions
noted above asoguideline.
For mechanically fastened tile roofing over 2-ply system,consisting of Base Sheet and self-adhering top sheet(s),Base
Sheet fastening shall benot less than FRSA/TNIApril 2812(04-12),Table 1.
For adhesive-set tile applications,refer to Section S'6.4herein.
8.4.4 Two(2)Ply Underlayment Systems:
PolystickMTS orMTS PLUS followed byPohystchMTS,MTS PLUS,TUP'TUPlus,TUMax,Tile Pro,k0U'XorpplyMeo
SAP|sallowable for use under mechanically attached prepared roof systems. Limits ofuse are those associated with
the top-layer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired.
Pw|ymtcbMTS orMTS 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 U b| if a 2-ply underlaymentis desired.
6.5.1 Elastoflex G TU,Elastoflex SIS G or Elastoflex S6 G FR shall be installed in compliance with current Polyglas5 published
installation requirements. For use in tile applications:
� ElastmfenG 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 F1RSA/TH|Aprif 2012(04-12) beneath mechanically fastened or
adhered tile roof systems.
�
Elastoflex SIS G is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply
System" from FRSA/7Ri April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied"Cap Sheet" inthe"Two Ply System"from FRSA/TMYApril 2O12(O4-%2)beneath mechanically fastened or
adhered tile roof systems,
,~ Bastm0emSGG FR is for use as an alternate to"Mineral Surface Roll Roofing" (ASTM D6380, Class M)in the"Single
Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems orthe Hot Asphalt
applied"Cap Sheet"|nthe"Two Ply System"from FR8/hTRIApril 2012(O4'12)beneath mechanically fastened tile
roof systems.
6.5.2 For hnt-nspha|t,appUcat|ons, EloutpNenGTU,E/astufexE6 Gur8lastmfeaSG6FIR shall befully asphalt-applied tothe
substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set
minimum 3feet from course tocourse. Side and end laps shall befully adhered inacomplete mopping ofhot asphalt
with asphalt extending approximately 3/8'inchbeyond the lap edge.
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:
`/ PqlyMen6|sfor use asanalternate tothe Heat Applied "Cap Sheet" inthe"Two Ply System"from FASA/TR|April
2012(04-12)beneath mechanically fastened or adhered tile roof systems(Base Sheet Limited per 5.6.3),
%/
Pmlyflem G FR )sfor use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FKSA/TN| '
April 2Q12(04-12)beneath mechanically fastened tile roof systems(Base Sheet Limited per 5.6.3).
mcMoETC,LLC. Evaluation Report p1x000uz.m'nu^
Ccrt#icute«yxx*mr;zvmpx32mS s'oEDITION(2017)Fucmuw'*vxzEVALUATION puass'nau
ppkglasRoof onmm/avments/1os* 233a230 ne"/s/vm24:o1/z4/zom
Page 13uf14
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ONEMO I etC.
6.6.2 polyflemG orPolyflemG FIR shall hefully 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 ] feet from course to course. Side and end
laps shall be fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap
edge.
6.7 Tile Staging:
6.7.1 Tile shall beloaded and staged in , manner that prevents tile slippage and/or damage tothe un6edayment. Referto
Table herein,and Pm/y8basspubUshed requirements for tile staging,
6.7.2 Battens and/or CountepbattenS, as required bythe tile manufacturer and FR8A/7R/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 nail-
boards,to prevent tile sliding and/or damage to the underlayment during the loading process.
ai|'boards,topreventti)psUdin8and/or6omagetotheunder|oymont6urinQthe|oadinQpnocess.
6.7.3 Po|yglass specifies the minimum cure time after installation of self-adhering membranes and before loading of
roofing tiles|sforty-eight(4Q)hours.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to property evaluate the installation of this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C.61G20-3 CIA requirements. The following
plants have qualified products under their respective physical properties specifications.
Plant Product Us
Fernley,NV,Hazleton,PA&Winter Haven,FL ASTM D1970 Polysticl(mu-x
Hazleton,PA M-D 13-0004 Elastoflex G TU
ASTM D1970 Polystick IR-Xe,
Hazleton,PA&Winter Haven,FL ASTM D1970&FRSA/TRI April 2012 Polysticl(TU PlusASTM D1970&FRSA/TRI April 2012 Polystick TU Max
Tuscaloosa,AL ASTIVI D4601,Type 11 Polyglass G2 Base
ASTM D6509 Polyglass APP Base
FRSA/TRl April 2012 Polystick MTS,Polystick MTS PLUS
Winter Haven,Fl. FRSA/TRI April 2012 Polyflex SAP,Polyflex SA P FR
ASTM D1970 Polystick Dual Pro
ASTM D1970&FRSA/TRI April 2012 Polystick Tile Pro
ASTM D6164 Elastoflex S6,Elastoflex S6 G FR
9. QUALITY ASSURANCE ENTITY
ULLL[—DUA962S;(314)S7D'34O6;k.chanceUor@us.u|.com
-END pFEVALUATION REPORT-
mEMosTc uc Evaluation Report nz20ao.02.0y-Rz4
uer0ficate ofAuthmfiz&ion#32455 EDITION(2017)FRC NON-xmoEVALUATION FL5259-m8
PokglwssRoof undewaVmems;(9o4)s33-123n Revision zwo¢oVumo
puue 1*vfm