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Application Type Revision FEB 2 4 2020
Code Version 2017
Application Status ApprovedST. Lu PerMitting L cie COUnty ij
Comments 08/18/2017^date reapply ou/z1/17
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Product Manufacturer Extreme Metal Fabricators,L6&
Address/Phone/Email zzoosvpvmaDrive ~ VIEWED OR
Palm City, pLs4*yo �������� COMPLIANCE
�rz)orz'ons* �r���~�~
nvaxuuuon@vnmo»'mmST. UCIE COUNTY
Authorized Signature mcoarumcxuhen ������
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nva|mauon@vahoo.com ��������
Technical Representative mcha,uwcxuhen
Auones$rovne/smm/ z1ouswpomaDrive
Palm City, pLs^000 FILE
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N—N��0�� COPY
(772)872-8034
ncnan/@emmo.net
Quality Assurance Representative
Auunes'/pnvn:/Ema/|
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from oFlorida Registered Architect oraLicensed Florida
Professional Engineer
tva|uauun meport'Hardcopy Received
Florida Engineer v,Architect Name who oew:|oneu the Lncus oowusm
Evaluation Report
Florida License ps'4970*
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration mate 04V22/2024
Validated By Zachary R. Priest, P.E.
~ vaoovuvn Checklist'Hardcopy Received
Certificate nfIndependence FL17022 R7 COT FL 17022.1 5 V CRIMP ssrpdf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 zoos
uL1897 2012
uLsuo zono
Equivalence vrProduct Standards
Certified By
Sections from the Code /
httpm:6/www.flvhdobui|ding.org/pr/pr�_app_dU.00Px 1/3
3/28/2019 Florida Building Code Online
method listed in this report and applicable code sections of
FBG.Refer to manufacturer's installation instructions,
17022.6 6-"1 in. Nail-Strip"(R5) 1"rib height, 16"wide,0.032"aluminum,standing seam roof
panel mechanically attached to attached to 15/32"plywood or
Wood Deck with fasteners, -
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032
Approved for use outside HVHZ:Yes ALUM-ssr.pqf
Impact Resistant:No Verified"By: Locke Bowden, RE.49704
Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes
Other:Refer to evaluation report for conditions and limitations Evaluation Reports
of use.Install the assembly in compliance with the installation FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032
method listed in this report and applicable code sections of ALUM ssr.pdf
FBC. Refer to manufacturer's installation instructions. Created by Independent Third Party:Yes
17022.7 7-"1.5 in, Nail Strip"--(115) 1.5"rib height, 19"wide,26 gauge steel,standing seam roof
panel mechanically attached to 15/32"plywood or wood deck
with fasteners,
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R7 II FL 17022.7 1.S Nail Strip 26GA 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 conditions and limitations FL17022 R7 AE FL 17022.7 1.5 Nall Strip 26GA ssr,p_df
of use.Install the assembly in compliance with the installation Created by Independent Third Party:Yes
method listed in this report and applicable code sections of
FBC. Refer to manufacturer's installation instructions.
17022.8 8-"EMAX,Rib" (R5) 29 gauge steel,lapped roof panel mechanically attached to
15/32"plywood or wood deck with exposed-fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R7 II FL 177022,8 EMAX Rib 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 conditions and limitations FL17022 R7 AE FL 177022.8 EMAX Rib ssr.pdf
of use.Install the assembly in compliance with the installation Created by Independent Third Party:Yes
method listed in this report and applicable code sections of
FBC.Refer to manufacturer's installation instructions.
17022.9 9-"PBR MAX"(R5) 26 gauge steel,lapped roof panel mechanically attached to
15/32"plywood or wood deck with exposed fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R7 II FL 17022.9 PBR.RIB ssrpdf
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 conditions and limitations FL17022 R7 AE FL 17022.9 PBR RIB ssr,pdf
of use.Install the assembly in compliance with the installation Created by Independent Third Party: Yes
method listed in this report and applicable code sections of
FBC. Refer to manufacturer's installation instructions.
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-4874824
The State of Florida Is an AA/EEO employer.gnylight 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.Howeveremail 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:
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Credit Card
Safe
https://www.foridabuilding.org/pr/pr_app_dtl.aspx 313
3/28/2019 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 08/18%2017
Date Validated 08/25/2017
Date Pending FBC Approval 08/28/2017
Date Approved 10/10/2017
Summary of Products
FL# Model,Number or Name Description
17022.1 1 -"5V Crimp"(116) 26 Gauge steel,3/8"rib height,24"wide lapped roof panel
mechanically attached to 15/32"plywood or Wood Deck with
fasteners
Limits of Use. Installation Instructions
Approved for use in HVHZ: No FL17022 R7 II FL 17022.1 5 V CRIMP 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 conditions.Install the FL17022 R7 AE FL 17022.1 5 V CRIMP' ssr.pdf
assembly in compliance with the installation method listed in Created by Independent Third Party:Yes
this report and applicable code sections of FBC. Refer to
manufacturer's installation instructions.
17022.2 2-"5V Crimp"(116) 0.032"Aluminum,3/8"Rib height,21"wide lapped roof panel,
mechanically attached to 15/32"plywood or Wood Deck with
exposed-fasteners
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 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 conditions.Install the FL17022 R7 AE FL 17022:2 5 V CRIMP 0.032 ALUM ssr.pdf
assembly In compliance with the installation method listed in Created by Independent Third Party: Yes
this report and applicable code sections of FBC. Refer to
manufacturer's installation instructions.
17022.3 3-"1.5"Mechanical Seam" (115) 1.5"rib height, 16"wide,24 gauge steel,standing seam roof
panel mechanically attached to 15/32"plywood or wood deck
with clips and fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R7 II FL 17022.3 1.5 MECHANICAL
Approved for use outside HVHZ:Yes seam 24ga ssr.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 conditions and limitations Evaluation Reports
of use. Install the assembly in compliance with the Installation FL17022 R7 AE FL 17022.3 1.5 MECHANICAL
method listed in this report and applicable code sections of seam 24 .ssr.pdf
FBC.Refer to manufacturer's Installation instructions. Created by Independent Third Party:Yes
17022.4 4-"1.5"Mechanical Seam"(115) 1.5"rib height, 16"wide,0.032"aluminum,standing seam roof
panel mechanically attached to 15/32"plywood'or Wood Deck
with clips and fasteners.
Limits of Use 4V Installation Instructions
Approved for use in HVHZ: No FL17022 R7 II FL 17022.4 ME CHANCIAL SEAM
Approved for use outside HVHZ:Yes ALUMINUM ssr.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 conditions and limitations Evaluation Reports
of use.Install the assembly in compliance with the installation FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM
method listed in this report and applicable code sections of ALUMINUM ssr.pdf
FBC. Refer to manufacturer's Installation instructions. Created by Independent Third Party: Yes
17022.5 5-"1 in.,Nail Strip" (115) 1"rib height, 16"wide,26 gauge steel,standing seam roof
panel mechanically attached to 15/32"plywood or wood deck
with fasteners.
Limits of Use ` Installation Instructions
Approved for use in HVHZ:No FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssrpdf
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- i
Other:Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr.adf
of use.Install the assembly in compliance with the installation Created by Independent Third Party:Yes
https:/Iwww.floridabuilding.org/pr/pr app_dti.aspx 2/3
Product . •
2160 SW Poma Drive
t Palm City, FL 34990
.772)872-8034
i"
i
Compliant with Florida Building Code 2017 (6th ed.)
Compliant with Florida Product Approval Rule #61G20-3
! Compliant: Keystone Certifications
F
I
Product: 1" Nailstrip 26GA Steel Roof Panel FBC Sec. 1507.4.2
Yield strength: 50 ksi min.; Attached to min. 15/32" plywood or
Wood Deck w/ 0.42 specific gravity with 16" Coverage (Max.)
Rib Height 1"
Corrosion Resistant Compliant: FBC Sec. 1507.4.3
Fastener 1: #10 x 1" (min.) Pancake Head Wood Screw to penetrate 3/16" (min.) thru
bottom of support.
Adhesive/Sealant : Bostik 915' Chem-Chalk one component, polyurethane adhesive with
3/16" continuous bead application along base of male rib vertical flange at each panel
seam.
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
DESIGN PRESSURE* _ _ -86 PSF Main field -97.25 PSF Perimeter
FASTENER SPACING - 6"O.C. 6" O.C.
SEAM ADHESIVE Y Not required 3/16" continuous bead
detail
Reference Data: ARCHITECTURAL TESTING, INC.TST ID#: 1527
UL 580-06 &UL 1897-04 TEST REPORT D8133.01-450-18 06/30/15 Specimen#1
I
EQUIVALENCY.•UL1897-04 is equivalent to Test Standard ULI897-12. *Design Pressure mar in of safe 2:1
Certificate of Independence:
Locke Bowden,P.E.does not have,not will acquire a financial ii$pMWfvg9V�company manufacturing or distributing products
under this evaluation. `�� ID, Bo �i
Locke Bowden,P.E.is not owned,operated,or controlle any mph ,�anylocturer,or distributing products under this
report.
• " seal
o . -
��'� STATE OF01
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010�''���;' NAI- E,ac.�•:,.
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Limitations:
1.Underlayment to be compliance with current Florida Building Code(FBC)2017 61'ed..
2.Minimum slope to be compliant with Florida Building Code 2017 6"'ed.,and per with Manufacturer's installation reference.
3.Products are compliant for State of Florida product approval per Rule 61 G20-3.Compliance Method: 1-D
4.Engineering analysis for"project specific approval by local authorities wfjurisdiction is allowed by other registered engineers.
5.Fire classification is not part of this acceptance.Shear diaphragm values are outside this report.
6.Support framing in compliance w/FBC 2017 6t'ed.,Chapter 22 for Steel,Chapter 23 for Wood and Chapter 16 for Structural
Loading.
7.This report does not imply warranty,installation,recommended product use outside of this report.
FL 17022.5 1.0 Nail Strip (26GA Steel), 16"Wide Roof Panel -Details
16"
3/4-1
Panel Profile
16" o.c.
Deck:
-15/32"or greater Plywood, or
-Wood plank
Integral Snap Lock
For METHOD 2:
Apply 3/16"Bead Bostik 915Tm Sealant
Continuous Along Male Rib Vertical Flange
Fastener
#10 x 1"Min. per Table"A"
Pancake Head Wood Screw
(Typical Fastening Pattern Across Width)
FL 17022.5 1.0 Nail Strip (26GA Steel), 16"Wide Roof Panel -Details
Fastener
#10 X 1"Min. per Table"A"
Pancake Head Wood Screw
1"Nail Strip Roof Panel —
�-�%--\
moN/
x
Seam Adhesive Application:
Deck: For Method 2
-15/32"or greater Plywood, or Apply 3/16"Bead Bostik 915Tm Sealant
-Wood plank Continuous Along Male Rib Vertical Flange
(Refer to Table"A")
Isometric View
5/28/2019 Florida Building Code Online
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fos.:{I Prodtset Approvat
.`...USER:Public User
%r>PLggijet rr AjilS 2jM2_2kjj=> t.a7:in»;i tit>Application Detail l\l L F.-i•
oSf- �1
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FLT FL5259-R26
.Application Type Revision FEB 2, 4 2020
Code Version 2017
Application Status Approved ST. t-ude County, Permitung
Comments
Archived
-Product Manufacturer POLYGLASS USA
Address/Phone/Entail 1111'K Newport Center Drive
Deerfield Beach, FL 33442 REVIEWED► C®�9
(954)233-1330 Ext.,242 FOR
malperk@polygiass.coCODE COMPLIANCE
Authorized Signature Maury Alpert ST. 1LUCIE COUNTY
matpert@ polyglass:com
BOCC
Technical Representative Maury Alpert
Address/Phone/Email 1111 W.Newport Center Drive
Deerfield Beach,FL 33442
(912)429-8610
MAI pert@polyglass.com
Quality AssuranceRepresentative Ariel Lender ���� �
Address/Phone/Email 1111 W.Newport Center DeN
PY
Deerfield Beach','FL 333.742
(954)233-1230
ALender@polyglass.com
Category Roofing
Subcategory Underlaymerits
Compliance Method Evaluation Report from!'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 t1L LLC
Quality Assurance Contract Expiration Date 09/13/2021
Validated By Sohn W.Knezevich,PE
Validation Checklist'-Hardcopy Received
Certificate of Independence FL52S9 R28 COT 2010 61 C01 1iEMINEN.ocif
.Referenced Standard and Year(of Standard) Standard Year
ASTM D197o 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=wGEVXQwtbgvbSgAaZp3Crk2vS%o2fegOlipJYmiSimlPV6uypRuXszPog°/a3d%3d 1/2
5/2812019 Florida Building Code Online
UL 1897 2012
Equivalence"of Product.Sta6dards
Certified-By
Sections from the-Code
Product Approval Method Method 1 Option D
Date Submitted 01/24/2018
Pate Validated 01/29/20i8
Date Pending FBC Approval 01/30/2018
Date Approved 04/10/2018
Summairy of Products
FL# Mod el,"Number or Name i Description
5259.2 Polyglass Roof i Roofing underiayments
Underlayments
Limits of Use :'Installation Instructions ;
{ Approved for use in HVHZ:'No , EM-55 R28 11 2018 01 FINAL FR 'ACILXGItiSS UNDERInYfiENTS F X54
Approved for use outside HVHZi Yes
Impact Resistant:N/A i Verified By:-Robert Wminen PE-S9166
Design pressure:4-;N/A/-622.5 Created by Independent Third Party: Yes
'Other:I )The design pressure in this i Evaluation.Reports
;application relates to one particular i K5259 R28 AF2018 01 FINAL CR POC.YGLASS UNDFRLAYMENTS 171_5259-1
underlayment system(over coricrete,deck)for i
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,, ;
`other deck types and associated maximum 1
i
design.pressures.'2.)Refer to ER Section 5 for ;
!other limits of use.
e
i
ronobct us::2e91 alarr Str?,e Riart,tallahassee Ft.32399 Phone:350.487=1924
Tho State of Florida is an AA?£EQ employer,Coayright 2007,201 i State at Ftnilda.7:'Pr'i_vncy S;otemcn:::ACtessitl4i;y 5jaies,cnt Refund Statement
under.Florida-law,email addresses are public retards,if you do not want your e-mail addres5'reicased in response to t public-records request,do not send ciectrom-
'mail to this entity.Instead;Contact the office by phone or by tradiGonai mall.If you have any questions,please Ortact 850A87.1395,'Pu-suant to section 455.275(1},
Florida Stawa,!s,effective October 1,2012,licensers licensed under chapter 455,F.S.Must provide the Depaltment with an email address if they have one.`rhe emaiis
Provided may he used for o:-ecini communication with the iicerSen Hetvever email add,sses are"public record.if you do not wish to supply a personal address,picas^
Provide the Department with an email address P:hich can he.made available to the public.To determia^it you area 8censee under chapter 45s,ES.,please click vicLe.
Product Approval,Ac�ceepts
'.,7. +fit
(;roti;; G;-:rci
Safe
https;(/www.idridabuiiding:orglprlpr app dtLaspx?param-uiGEVXQwtDgvbSgAaZp3Crk2vS%2feg01ipJYmiSimiPV66ypRuXszPog%3d%3d 212
Certificate of Authorization#3245S
3S3Christian Street, Unit#13
UN Oxford, CTO647D
(203) 262-9245
ENGINEER �EV4LVATE TEST CONSULT CERTIFY
EVALUATION REPORT
PolyglessUSA,Inc. Evaluation Report P12060.02.09'R24
1111West Newport Center Drive FL5259-R28
Deerfield Beach, FL 33442 Date ofissuance:g2/24/2QO9
(954)233-1230 Revision 24:O1/24/201B
SCOPE:
This Evaluation Report -is issued under Rule 61620-3 and the applicable rules and regulations governing the use of
construction materials inthe State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E.
for use of the product under the Florida Building [ode and Florida Building [ode, Residential Volume. The products
described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted
herein.
0sscn|pnomr Po|yQ|eosRoof Underlaymments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation Changes, or.provisions of the Code that relate to the product change, Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance o/ the production facility |ouot\un(s). NEK8O|etc. requires o complete review of this
Eva|uatibnReportre|advetoupdatedCoderequircmentsxvitheachCodeCyc|e.
AovGmr/sExxcwTi The Evaluation RepUrt number preceded by the words "mEK0O|etc. Evaluated" may be displayed in
advertising literature. if any porti(on of the Evaluation Report is displayed,then it shaii be done in,its entirety.
|mmpecr|om: Upon request, a copy ofthis 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 lthrough i4.
Prepared6y� .
Robert�M. Niem���t.
The fa6lmlle seal appearing was authorized by Robertwieminen,
Florida Registration No.Sg266,Florida DCA AN2(983 p.c.onnu/24/znz . This does not serve a,avelectronically
signed document,
CERTIFICATION OFINDEPENDENCE:
1 NEMOJetc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products itevaluates,
2. NEk4O!etc is not owned,operated or,controlled by any company manufacturinS or distributing products iteva|petes.
l 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 i nvo}vedinthe approval process ofthe
product.
5. This babuilding code evaluation. Neither NEKAOIetc. nor Robert Nieminen' p.E. are,inany way,the Designer vfRecnhjfor 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.
N. NEM01eitc.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Undedayment
Compliance Statement: Roof undewaymenis, as produced by pmyglass Us/, Inc., have demonstmtem Compliance with the
following sections of the 6mEdition (2017) 'Florida Building Code through testing inaccordance with the following Standards.
,Compliance is subject to the Installation Req'uirements and Limitations Conditions of Use set forth herein.
2. STAmb4nos:
Section Property Standard Year
1504.31 Wind Uplift Fxx4474 20�1
1504j.1 Wind Uplift UL 1897 zOzZ
1507l3/1S07.1.1 Physical Properties ASTM uzZs uQOy
15072.1/1507.1.1'1507.2.*.2 Physical Properties, ASTM D1970 2015
1507.33 Physical Properties pxWTR|April 2V1z 2012
1507.11�2 PhydoalProppmes ASTM os164 2011
1507.11.2 Physical Properties ASTM D6222 2011
TAS110 Accelerated Weathering ASTM o47y8 2011
3' Rspsnsmcss:
bftv Examination Reference [ate
pkxxppmv |s(TsT1uG7) Wind Uplift 3004091 01/12/2000
pm(T5TsO7u) rhysica}Properties Pmn1i11 04/08/2002
PRI(TSTS878) �hysica|Pnoprmes PuSA-005-02'01 01/31/2002
PRI(TSTsO7u) Physical Properties PUSA`018-03'01 12/23/2002
PRI(TSJ5D7u) Physical Properties PUSA-013-02-02 12/73/2002
PRI(rSTs878) Physical Properties PUSA-023'02'03 12/23/2002
PRI(T5T5878) Physical Properties PUSA-018'82'01 07/14/2003
PRI(TSTSO78) Physical Properties PU5A'028-02'01 07/13/2003
pm(TST-587O) Physical Properties puS+03*b2'01 OVza/zoos
pn/(TlTs87o) Physical Properties pOSA-035-02'01 09/29/2006
PRI(TSrsD7O) Physical Properties pUsx-055-02-02 12/10/2007
pm<TST5a7m Physical Properties poSA-V61'02'02 01/28/2008
PRI(TST5878) Physical Properties ruSA-076-02,01 02/I2/2008
pm(TST 5878) Physical Properties pUS^,083'02'01 04/14/2008
PRI(TsT5o78) Physical Properties rU6/p089'02'01 07/29/2009
` xxn(TST25O8) Physical Properties ]X20H7A 04/01/2008
MTI(T5TzSou) Physical Properties nx14smv 01/29/2009
EnD(rSTso4y) Physical Properties 11752�9.99'1 02/08/2000
ERD(TST6n4o) Wind Uplift 11757.08o1'1 08/13/2001
[RD(TST6V49) Wind Uplift 11776.06.02 01/16/2003
cnm(TsT6V*9) Physical Properties 02260.07.03 07/14/2003
ERD(8T&04g) Wind Uplift p1740.01.07 01/04/2007
coojTSTon4y) phvgb,|properti:s P5110.04.07'1 04d1/2007
[RD(T5T6Oog) Wind Uplift p9260.03o8 03/21/2008
[RD(TSTsD4y) . Physical Properties r13460.08.09 08/13/2009
cRD(TST6U49) Wind Uoft p30540.1io9-nl 11/30/2009
cnonsTao*g) Physical Properties p11030A1.09-1 11/30/2009
sRD(T§T6o49) Wind Uplift P1100.11.09-7 11$0/2009
sno(rsr6o@9) Physical Properties p11030.11.09'3 11/30/2009
ERo(Tsr6o49) Physical Properties p33360.06.10 06/25/2010
cno(TST6049) Physical Properties p33370.63.I1 03/02/2011
cRo(TSTGo49) Physical Properties p33370.04.11 04/26/2011
.cRE)KSTOO49) Physical Properties p37300.10.11 10/14/2011
NcmoETC,uc Evaluation Report r1zoahuz.cm'xm
Cevv* te of^o*uum'mnm24s, o=EDITION<zvz7>Focwwm+wozEVALUATION Faosy'nze
pmnNossRoof u*u°aopvevts/(9s^)zss'1zso Revision 24:01/24/2618
Page am14
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NEMO etc.
Entity Examination Reference Date
ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012
ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012
ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012
ERD(TST 6049) Wind Uplift P39680.03A3 03/04/2013
ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013
ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013
ERD(TST 6049) Wind Uplift 11757:04.01-1-R1 04/30/2013
ERD(TST 6049) Wind Uplift 1)41630.08.13 08/06/2013
ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013
ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013
ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014
ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-2 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-3 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14.4 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014
ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014
ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014
ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015
ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015
ERD(TST 6049) Physical Properties P44360.10.14-R1 05/18/2015
ERD(TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015
ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016
ERD(TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016
ERD(TST 6049) Wind Uplift PLYG-SC12025.10A6 10/12/2016
ERD(TST 6049) Physical Properties PLYG=SC13040.12.16 22/27/2016
ERD(TST 6049) Physical Properties PLYG-SCI190d.03.17 03/10/2017
ERD(TST 6049) Physical Properties PLYG-SC12115.08.17 08/08/2017
iCC-ES(EVL 2396) IBC Compliance ESR-1697' 11/01/2014
Miami-Dade"(CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015
Polyglass USA Manufacturing Affidavit Products,Current 02/18/2009
Polyglass USA P/L Affidavit Mule-Hie Cross Ltg 03/01/2008
Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011
UL,I.I.C.(QUA9625) Quality Control Service Confirmation Exp.10/05/2018
44. PRODUCT DESCRIPTION:
4.1 Mechanically Fastened Underlayments:
4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet.
4.1.3 Polyglass G2 Base is a fiberglass-reinforced,asphaltic-base sheet.
4.1.4 Polyglass APP Base is a fiberglass-reinforced,APP modified bitumen base sheet.
4.2 Self-Adhering Underlayments:
4.2.1 Polystick MTS or Polystick MTS PLUS'is a nominal 60-mil thick rubberized asphalt waterproofing membrane,.glass
fiber reinforced,surfaced with polyolefinic film surface;meets FRSA/TRI April 2012.
4.2.2 Polystick'IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced, with an
aggregate surface;meets ASTM D1970.
4.2.3 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a
polyester fabric surface;meets ASTM D1970 and FRSA/TRI April 2012.
NENIO ETC,I.I.C. Evaluation Report P12060.02.09-R24
Certificate of Authorizotion#31455 67'H EDITION(2027)FBC'NON-HVHZ EVALUATION FL5259-R28
Polyglass RoofUnderlayments;(9S4)233-1230 Revision 24:01/24/2018
Page 3 of 14
ONEMOletc.
4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester
reinforced,with agranular 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 Prom is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polyester fabric surface; meets ASTM D1970.
4.2.8 Polystick Tile 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/TRi Apri1'2012.
4.2.9 Polystick MU-X is a nominal 54-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section
5.8).
4.3 Mechanically Fastened and/or Bonded Underlayments:
4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand-surfaced SSS
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 the roof systems or Hat Asphalt applied "Cap Sheet" in the "Two Ply
System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems.
4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164.
Elastoflex S6 G and Elastoflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380,
Class M)in the"Single Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems.
Elastoflex S6 G is for use as an alternate to Hot Asphalt applied"Cap Sheet" in the"Two Ply System" from FRSA/TRi
April,2012 (0442) beneath mechanically fastened or adhered the 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 the roof systems.
4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APF modified bitumen cap sheets; meet ASTM D6222.
Polyflex G is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TR1 April 2012
(04-12)beneath mechanically fastened or adhered file 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 the
roof systems.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEM01etc.nor Robert Nieminen, P.E. are, in any way; the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. if,not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof'covering.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate o/Authorization#32455 bn'EDITION(2017)FBC NON-HVHZ EVALUATiON' F1.5259-1129
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 4 of 14
*NEMO etc.
:5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Undertayrttent Asphalt Shingles Nait-On Tile Foam-On Tile Metal Wood Shakes&Shingles Slate
Elastobase Yes Yes Yes Yes Yes Yes
(Base Sheet in 2-ply system) (Base Sheet in 2-ply system)
Eiastobase P Yes Yes Yes Yes Yes Yes
(Ba'se Sheet in 2-ply systern) (Base Sheet in 2-ply system)
Polyglass G2 Base: No Yes Yes
No. Nb No
(Base Sheet in 2-ply system) {Base sheet in 2-ply system}
Polyglass APP Base No Yes Yes No No No
.(Base Sheet in 2-ply system) '(Base Sheet in 2-ply system)
Polystick MTS or MTS PLUS Yes Yes No Yes Yes Yes
.Polystick IR-Xe Yes No No No Yes Yes
Polystick TU P No Yes Yes (See 5.5:1) :No No No
Polystick TU Pius Yes Yes Yes (See 5.5A) Yes Yes Yes
Polystick TU Max No Yes Yes (See 5.5.1): Yes No No
Polystick Dual Pro Yes No No Yes Yes Yes
Polystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes
Polystick MU-X Yes No No' Yes Yes Yes
Elastoflex 56 G .Yes Yes Yes (See 5.5.7:) No Yes Yes
Elastoflex 56 G FR Yes Yes No No Yes Yes
Eiastofiex G TU Yes Yes Yes (See 5.5:1) No Yes Yes
Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes
Polyflex G FR Yes Yes No No Yes I Yes
Polyflex SAP or SAP FR Yes Yes Yes (See 5.5.1) No Yes Yes
Mule-Hide SA-AAP Cap Sheet
or SA-APP Cap Sheet(FR) Yes Yes Yes (See 5.5.1) No Yes Yes
5.5.1 "Foam-On Tile"is limited to use of the following Approved the adhesives J underlayment combinations.
TABLE 1A:ALLowABCE TILE ADHESIVE/,UNOERLAYMENT COMBINATIONS)
Adhesive Florida Product Approval Uitderiayments
DAP Foam Touch'n Seal StoemBorid Roof
Tile'Adhesive EL14506 Polystick TU Pius,Polystick TU Max
Dow TileBondT14 FL22525 Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro
Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro,
1CP'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)
PolystickTU 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 tap FR,
Mule=Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)
r
Refer to Tile Manufacturers or Adhesive Manufacturer's Florida Product Approvai for Overturning Moment Resistance Performance.
NEMO ETC,I.I.C. 'Evaluation Report P12060A2.09-R24
certificate of Authorization N324SS a EDITION(2017)FBC NON-HVHZ EVALUATION 'FL5259-1128
PolyglassRoof Underlaymehts;(954)233-1230 Revislon 14:01124/2018
Page 5 of 14
ONEW®I etc.
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Polystick(all variations),Dual Pro,Tile Pro, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet
(FR)self-adhered to:
r New untreated plywood;ASTM D41 primed new untreated plywood;Existing plywood;ASTM D41 primed existing
plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels
(designed and installed to meet wind loads for project).
Note:Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or
OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex G TU,Elastoflex 56 G or Elastoflex S6 G FR in hot asphalt to:
i ASTM D41 primed structural concrete.
Polyflex G or Polyflex G FR torch-applied to:
i ASTM D41 primed structural concrete.
5.6.2 Bond-to-insulation.-
Polystick
ond-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:
i ASTM 01289, Type il, Class 1 polyisocyanurate or Type V polyisocyanurate-coinposite insulation; Dens Deck
DuraGuard;Dens Deck Prime;or SECUROCK Gypsum-Fiber Roof Board,
Elastoflex G TU,Elastbflex S6 G or Elastoflex S6 G FR in hat asphalt to:
`r Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
Polyflex G or Polyflex G FR torch-applied to:
r ASTM D41 primed structural concrete;Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile
systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlayment system in accordance with FBC Section 1504.3.1.
5.6.3 Bond to Mechanically Attached Base Laver:
Polystick (all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self-adhered to:
i ASTM D226,Type i or 11 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 0226,Type I or 11 felt;Elastobase;Elastobase P,Mule-Hide Nail Base or Polyglass G2 Base.
Polyflex G or Polyflex G FR torch-applied to:
r 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 the 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.
NEINIO ETC,LLC. Evaluation Report P32060.02.09-R24
Certificate of Authorization#32455 6i"EDITION(2017)FBC NON-HVHZ EVALUATION F1.5259-1128
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 6 of 14
ONEMO I etc.
5�.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-6n tile systems, where the underlayment
forms part of the ioad-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.
Deck: min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
Base Ply: (opdonaVpolymd'MTS urpu|vstickMTS PLUS,adf-adhered.
Underlayment;Polystick TU P,Polystick TU Plu5i Polystick TU Max,Polyflex SAO,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
nxWe'VWrSA-APP Cap Sheet(pn)',e|f-adhe,rd.
#2 Maximum Design Pressure=-97.5 psf:
Deck: Min.z5/32'inchplywood tomeet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG1OUorASTM o4z
Base Ply: (op«ibna|)po|ysti6'MTS orPo|mUckMTS PLUS,se]f-udhcred.
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 tap Sheet(pR)'self-adhered and back-nailed within the selvedge-edge side laps using z2Qa.x
1W ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c.
#3
Deck: min.15/32-inch Plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: VV8'3000
Base Ply: (OpuonaVpo|y5bckMTS o,puiystickMTS PLUS,a,|f-adhe,cd.
undedaynoent:Po|vmick7u P'po|wstickTU Plus,po|yst|ckru Max,Po|vf|ex6Ap'po|*UexSAp pn'xxu|e'mdo sA'«pp Cap Sheet and
xxu|e'*|de aA'App cap Sheet(FR).self-adhered and back-nailed within the selvedge-edge side laps using zzca.x
zWring shank nails through 3ZQa,,z'$8^diameter tin caps spaced 1Z'inchoz.
#« :.
Deck
, xxm.zG/ zinchphm, odtomcetpnojecte#uimmemstosaudfactionofxvthohty*vvipomnsdicunn
Primer: (opdona)P5zO0orASTM b4z
Base Ply: (Optivna|)po}nstickMTS urpu!yu|ckMTS PLUS,^c|f-adhc,cd.
Joints: Min.*-inxhwide strips uf8nstuf|c^Sx-Vover all plywood joints.
Underlayment:Polystick TU P,Polystick TO Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(Fx),seff-adhercd.
#6 Maximum Design Pressure=-315 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: ps1n0n,ASTM o4z
Base Ply: <Optionu|>PolystickMTS mrolystid'MTS PLUS,aelf-adhered.
Undddaymcnt:PolVnickTVP' pu|ystickTUPlus, Po}ysUckTUMax,Tile Pro,ro|y8exSAP, po|vf!exSAP FR,Mule-Hide SA-APP Cap
Sheet and Mule-Hide SA-APP Cap Sheet(p8)'se|f-adhered.
#V :
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Prime,: ps1onn,ASTM o«z
Underlaymeni:Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#7 *
Deck: Min.z5/3o-mchOSB tmmeet project requirements tosatisfaction nfAuthority Having Jurisdiction.
Base Sheet: 8astobascorwu{e-*idewaUBase(pu\y-#|mtop surface)
Fasteners: zzua.xz.zs'|nchlong xz-inchhead diameter round metal cap nails
Spacing: o'mcho.c.atthe 3'inchwide�delaps and�mchoz.attwo(Z)eouaUyspaced�adme,edcenter rows.
naseP|y:� (Dp^iona|)pu|vgickMTS orp�vst)ckMTS PLUS,sc|f-adhcred.
Underlaymerit: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([R)'e|f-adhe'ed.
wEmnETC,uc Evaluation Report p1zoa z2.09-n24
cenmcae'*A"momo^im#32455 6TH EDITION(zno>Focmom'nvnZEVALUATION ns259-1128
na«Wn,,Roof unuerlavments;(em)z3a'om Revision zw:o1/m/zozo
Page ro/z*
,
NNEMOJetc.
#8 Maximum Design Pressure=-37.5 psf*:
Deck: Min.z5/3z-Inchplywood tumeet project requirements tosatisfaction ofAuthority Having Jurisdiction.
Bose Sheet: 8astobxseorMule-Hide Nail Base(poly-0|mtop surface)
wstenes zzgp.xz.25-inchlong xz-Ind`head diameter round metal cap nails
spacing: 6'inchocat the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (optmnaUpo|ystickMTS orpv|ystickMTS PLUS,se|f-adhered.
Underlayment: Polystick TO P,Polystick TO Plus,Polystick TO Max,Polyflex SAP, Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mu|e'H|deSA`4PP Cap Sheet(FH)'se|f-adbe,ed.
#g 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(z)o,two(z)layers ASTM ozZ6,Type 11 felt
mstenerc 1zga.xz.25'inchlong xz'iochhead diameter round meta|cap nail's
Spacing: mnchp.cat txea'mchw/dedde/apsapdzz'i"chqz.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU'or Elastoflex S6 G,applied in full mopping of hot asphalt,
#1O Maximum Design Pressure=-45 psf*:
urm: Min.zy/uz'mcoplywood tomeet project requirements tosatisfaction ofAuthority Having Jurisdiction.
Base Sheet: One(1)layer ASTM Dz36,Type Ufelt
Fasteners: 11 go.xz.z5'|nchx3/u-inchhead diametrran'nu|a,ring shank roofing nails atz-s/8-mch 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,
Vnderluyment: Pu|vsuckTUP.Polystick TO Plus,Polystick TO 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 TO,applied in full mopping of hot asphalt.
#l1 Maximum Design Pressure=-45 psf*:
Deck: xxm.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two(i)layers ASTM ozZs.Type ofelt
Fasteners: 1zga.x1.uS'inchlong x3/b-inchhead diameter annular ring shank roofing nails nt 1'5/8-|nch 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 TO P,Polystick TO Plus,P61ysti'ck TO Max,Polyflex SAP,Polyflex SAP FIR,Mule-Hide SA-APP Cap Sheet and,
Mule-Hide SA-APP Cap Sheet(FR),sell(-adhered or Elastoflex G TO or Elastofl6x 56 G,applied in full mopping of hot
asphalt.
#13 Maximum Design Pressure=-45 p's
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-inchuc.atthe z_inchwide side laps and za'md`uiattwo(2)equally spaced staggered center rows,
Underlay�ent: Elastoflex G TO or Elastoflex S6 G,applied in full mopping of hot asphalt orPo|yf|exG'torcb-app/ied.
#zS :
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Bate Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex AxxxXCap 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:Elastoflek G TO or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#14 �
�
Deck: min.15/3x*nd`plywood tomeet project requirements tnsatisfaction ufAuthority Having Jurisdiction.
Base Sheet: E|astohasen/Mule-Hide Nail Base(pu|y-fi|mtop surface)
Fasteners: simp|cxOriginal Cap Nails
Spacing: 6-inch o.c.at the 3-inch wide silde laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Op*inna|)pn|y$ickMTS n,Po|vst\ckMTS PLUS,se|f-adhered.
Underlayment:Polystick TO P,Polystick TO Plus,Polystick TO Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide'SA-APP Cap Sheet and
Mule-Hide SA-APP Cap shcrr(rn)',e|f-adbcrcd.
mEMocrcuc Evaluation Report m2000uzm*xm
Certificate OfAvmnamm*#3m55 o'"EDITION(zun)pucwmm'xvxzEVALUATION e52*9*2
pu/n:lmRoof unuw'/ovmoots;(ss4):y3'1zyo Revision a4:oz/z4/2m10
Page oo,m
OMEMO I etc.
#15 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-Inch plywood to meet.project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex Original Cap Nails
Spacing: 6-Inch'o.c.at the 3-inch wide side laps and 6-inch o,c.at four(4)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#16 Maximum Design-pressure=-60 psf:
Deck: Min.19/32-inch plywood to meet project requirements to tatisfaction'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.
Underlaym6nt: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.
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?olyglass"APP Base(requires use of torch-applied underlayment)
Fasteners: Dekfast#14 with Dekfast Hex plates, OMG#14 HD with'OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-Inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 10-inch o.c.at the 4-inch wide side laps and 10-Inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch-
applied.
#20 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#21 Maximum Design Pressure=-90 psf:
Deck: Min.I5/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded tap 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 ox,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.
422 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
Spacing: 6-inch o.c,at the 4-inch wide side laps and 6-inch o.c,at three(3)equally spaced staggered center rows.
Underlayment- Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 9 of 14
UN
NEMO I etc.
#23 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction:
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underloyment)
Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates, OMG Roofgrip#14 with
OMG Fiat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch-
.applied.
#24 Maximum Design Pressure=-97.5 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the 4-inch wide side laps and 4-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-AAP 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.atthree(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: Poiystick 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 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.
#2$ 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 Al( other direct-deck, adhered Polyglass underlayment systems beneath foam-on the systems carry a Maximum
Design Pressure of-45 psf.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of authorization#32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION PL5259-R28
Polyglass Roof Underiayments;(954)233-1230 Revision 24:01/24/2018
Page 10 of 14
^
I UN ��EA� etc.
5.6.4.2 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed
that required under FRSA/TR|April 2Oi2(O4l2)'Appendix»,Table lA.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC laU9. In this case Zones 2 and 3 shall employ an attachment density
designed by a qualified design professional to reoist'the elevated pressure criteria. Commonly used methods are
ANSI/SPRI WDI, 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
ZO10)for Zone Z/]enhancements.
5.7 Exposure Limitations:
E|astobase, 8astobase P' Po|yg|ass G2 Base or PoyQ|ossAPP Base shall not be left exposed for longer than 30'Unys
after installation.
Po` ick|R'XeorPo|yotickMU'XshaUnotbe\eftexposedfor)ungerthan9O'daysafterinstaUxtion.
Po|\s%ick MTS, K4T3 PLUS, TO P'TO Plus,TO Max, Dual Pro, Tile Pro or E|astof}ex GTUshall not be !eft exposed for
longer than 1On'daysafter installation.
Po)yfiex SAP o,'5AP FR' o/ Mule-Hide SA-APP Cop Sheet or 54+\PP Cap Sheet (FR) does not have an exposure
limitation, unless the,prepa/ed rnut covering is to be adhesive-set tile, in which case the maximum exposure is 30
days.
ElastoflexS6 G orBastof|evS6G FRorpo|yOoxGor Pu|yOevG FR does not have on exposure limitation, unless the
prepared roof covering is to be adhesive'settiie (8astoOexS6 G or Po|yOex G pn|y), in which case the maximum
exposure io18Odays.
5.8 Po|ystich MU-X has been found through comparative testing to have lesser coefficient of friction than ASTM D225
roofing felt inadry condition,tested atstandard laboratory Conditions. Agreement between purchaser and seller, a's
set forth in Section 4.3, Note 1 of ASTM D1970-15,should be established as to slip resistance.
5.9 Tile Slimage Limitations(FRSAITRI April 2012(04-12)):
When loading roof d|ps on the undedoyment in direct-deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only brexceeded byusing battens during loading ofthe roof tiles.
TABLE 2: TILE SLIPPAGE UmITATIONS FOR DIRECT-DEcK TILE INSTALLKnONS
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 56 G FR Flat or Lugged 6-tile stack(4 over 2) 4:12
Polystick IVITS or MTS PLUS Flat 6-tile stack(4 over 2) 5:12
F-- 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 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
mcmuETC,uc. Evaluation Report p1aunuo .uy'mm
urti*vmofx"th"tiz"mon#oea o7"EDITION(zon),ucmom-xVxzEVALUATION 'razso'xzn
*ulyglmssRoof unxe,|ovmo"ts/(y5wzsa-123n Revision 24:01/24/2018
Page 11 of 14
U(4
IyEMO I etc.
6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements
subject to the Limitations set forth in Section S herein and the specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application,and prime the'substrate(if applicable).
6.3 Elastobase,Elastobase P or Mule-Hide Nail Base:
6.3.1 Non-Tile Applications:
Shall be installed in compliance with the codified requirements for ASTM D226, Type 11 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA
P FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR),.self-adhered, Elast6flex G TU, Elastoflex S6 G or
Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are
those associated with the top-layer underlayment,as set forth in Table 1.
6.3.2 Tile Applications:
Elastobase,Elastobase P or Mule-Hide Nail Base are limited to use as a mechanically attached base sheet in the"Two
Ply System"from FRSA/TRi April 2012(04-12). Reference is made to Table 1 and Section 5.6.4 herein,coupled with
FRSA/TRI April 2012(04-12)installation Manual.
6.4 Polystick MTS,MTS PLUS,IR'-Xe,TU P,TU Plus,TU Max,Dual Pro,Tile Pro or MU-X or Polyflex SAP,Polyflex SAP FR,
Mule-Hide SA-APP Cap Sheet or Mule-Elide 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"D.C. Polystick TU Plus should be back-
nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of
mem6rarie. 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 lb. hand
roller to ensure full contact and adhesion. t a'x
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}. :�a f� � ����.� �s-3
�f� t a,
,, -w •A{
Vv'
�x
View of Ovelap Seam of Dual Pro and Tile Pro
All aver-fabric and aver-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
MEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24
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 12 of 14
ut4
NBMO I etc.
ReparcfPolysdckmem6mnesistubeaccomp)bhedbyapplyihgPolypus5DPremiumMod0edVVet/Dq/Cwmcntor
Polyglass PG500&A6d0ed Cement to the area in need of repair, followed by a minimum 8 x6 inch patch of the
Pnhat\ck material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be
installed\vawater shedding manner.
/Al9olystick membranes ahoU be installed to ensue full contact with approved substrates. Polyglaszrequires a
minimum of4O-!bweighted-roller or,nns1eeps|npes, usecfasdffbnpnm«ithapprodmately4O'|bsof}oodappUed
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 Loalarge roller nrbroom.
6.4.3 Tile Applications(not allowed for Polystick Dual Orb,1R-Xe or Poly5tick MU-X):
Reference is made to pRSA/TR| April 2012 (04-12) Installation Manual and Table 1 herein' using the instructions
noted above asaguideline. -
For mechanically fattened tile roofing over 'Wsystem,consisting ofBase Sheet and se|f-adherihQtop sheeds)' Base
Sheet fastening shall henot less than FMA/TRI April 2812(O442),Table 1.
For adhesive-set tile applications,refer toSection 5.G.4herein.
6.4.4 Two(2)Ply Underlayment Systems:
PoW,bckMTSorMTS PLUS followed byPoly$ic6MTS,MTS PLUS,TU P,TU Plus,TU Max,Tile Pro,MU-XorPolyflex
SAP lsallowable for uqeunder prepared roof systems. Limits ofuse are those assodatedwith
tbetop'|ayermnteria|. 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 ofuse are those associated with the top-layer material. This i,notarequirement,
but iUo b} i/a 2-.ply2-.ply Underlayment system is desired.
6.5.1 Elastoflex G TU,El5stoflex SIS 6 or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published
installation requirements. For use intile applications:
,' BaatoflexGTUbfor use asanalternate to "Mineral Surface Roll Roofing" M D63OC, Class K0) inthe"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 2612(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 D638:0,Class M)in the"Single Ply
System" from FRSA/Tk| April %O12 (04-12) beneath mechanically fastenedM|eroof systems orthe Hot Asphalt
opp|ied"CapSheet"inthe"TwuP|ySystem"fromFR5//TR|Apri|2O12(U4'12)benemthmechahicaUyfastenednr
adhered tile roof systems.
v' Elastoflex S6 G Fk is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single
Ply System"from FRSA/TRI April 2b12(04-12)beneath mechanically fastened tile roof systems or the Hot Asphalt
applied"Cap Sheet"in the"Two Ply System"from.FkSA/TRI April 2012(04-12)beneath mechanically fastened tile
roof systems.
6.5.2 For hut7asphu}t'appUcations,E|astnOexGTU,EiastoMex SIS 6orE|astoflexS6 GFRshall befully asphalt-applied tothe
substrates noted in Section 5.6. Side laps shall be minimum 3-inch and erid'|aps minimum 6-inch wide' off-set
minimum 3feet from course tocourse. Side and end laps shall befully adhered inacomplete moppingofhot asphalt
with asphalt extending approximately 3/8'inchbeyond the lap edge.
6.5.1 Polyf|*xGnrPolyUexG FR shall be installed in compliance with current Polyglass published installation requirements.
For use\ntile applications:
V Polyflex G is for use as an alternate to the Heat Applied"Cap Sheet"in the"Two Ply System"from FRSA/TR1 April
2O12(04'12)beneath mechanically fastened oradhered tile roof systems(Base Sheet Limited per S.6.3),
,~ Po|yOexG FR is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI
Apr!12012(04-12)beneath mechanically fastened tile roof systems(Base Sheet Limited per 5.6.3).
msmoErc uc, Evaluation Report muosu.oz.00'nz*
Certificate ofxvm"ummon#3245S omEDITION(2or/>pucwom-xvozsvAou4ndm 'u5259'x28
pulyglassRoof Uoo°a"pne"ts;$5«>z3*o3o Revision m:ozb4/znzu
Page 13mm
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' 6.6.7 Polyflex GprPohOexGpKshal( befv\lytord`.�app\edtothe,substr8tesnotedhnSecdon5.5. 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
bpsiha�Ubefully heat-welded.and inspected to ensure minimum 3/8-inch flow of,hiodified compound beyond the lap
edQe.
6.7 Tile Staging!
6I1 7i|e Shall beloaded and staged inamanner that prevents tile slippage zind/urdama8etothe Lind edayment. Reierto
table here}n'"andpd|yg|ajsPublished requirementsfor tile staging
6.7.2 BottOnsand/or Countet'bottens',asrequired bythe tile manufacturee and fR6 tkI-April 2012(O4-11)must beused
on 611 roofdnpeg grcatefthan 7:11. 'P/ecautiphs- should be takLih as heeded, such as the use of battens* nai|'
bpar6s,topreventd|es|idin and/or damage totheundedaynhpntduring the|oadinO'pnodess.
6.7.3 Poly'glass specifies'the'minimum cure time after installation of self-adhering hYembrunpsand before loading of
roofing tiles'is hjrty-eight(48)hours.
7.1 BUILDING PERMIT REQUIREMENTS:
As requi*red by the Buflding'Official 6 r Authority Having Jurisdiction in 6rder.td Properly evaluate the installation of this product.
'9. MANUFACTURING PLANTS:
Contact the noted OA�gencyfor information onproduct locations coveredfo,'F.A'.C.61G20'3QAsquirements. The following
plants have qualified pnoducts under their respective physical properties,peci8catibns.
Hazleton,PA M-D 13-0004 1lastoflex G TU
ASTM D1970 Polystick.M-Xe
:Hazleton,PA-&Winter Haven,FL -ASTM D1970,&FRSA/TRI April 2012, P61ystick TU Plus
ASTM D1970&FRSA/tkl April 2012 Polystick TU'Max
Tuscaloosa,AL ASTM D4601,Type 11 Polyglas�G2 Base
ASTM D226(physicals) Elastobase,Elastobase P.
ASTM D6509 __Pol�giassAPP Base
FRSA/TRI April 201.2 Polystick.MTS,'Polystick MTS PLUS
Winier Haven,FL FRSA/TRI April 2012 Polyflex SAP,Pol�flex SA P FR
ASTM D1970. Polystick'D01 Pro
ASTM D6164 Elast6flex S6,Elastoflex SG G FR
9' QUALITY ASSURANCE ENTITY:
U�LLC—OWA9a25/(9l4)57�^34b(5;k.chi"xeAor@aua.uiconi
-END OFEVALUAT|ON'REPOR7'
�muanonoev �pz�so�z�ynm
�ny�8 '»"m"aomw�a�S o' � \' EVAWATION 'FL5259+nz8
Polyglass Roof onderuyment*/(954)233-1230 mvmon 14:01124/2018
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