HomeMy WebLinkAboutPRODUCT APPROVAL10?11018
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Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer mlcM
AddreWPhone/Emall 3201 SE Dominica Thrace
Stuart, FL 34997
(772) 872.8030
juanGOnamlcmetal.net
Authorized Signature 3uan Martinez
juanOdynamlcmetal.net
Technical Representative
Addresa/Phone/Emall
Quality Assurance Representative
Address/Phone/Emali
Category Roofing
Subcategory Metal Roofing
=RECD
SCANNED
BY
St. Lucie County
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcapy Recalved
Florida Engineer or Architect Name who developed the Scott Wolters
Evaluation Report
Florida License PE•62354
Quality Assurance Entity Keystone Certifications, 1=
Quality Assurance Contract EVInition Date 17J06/2026
Validated By '-me A. Tumor, P.E., MBA
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
a. Validation Cheddlst - Hardcepy Received
21111119"
UL 580
Method 1 Option D
Year
2006
IelW'JAYww•OoddaMidtlp.otglpdpr app eB�trOLBoYhKIOSL7%2bEWBJ28178RQo%3d%3d 112
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101212018
Date Submitted
Date Validated
Date Pending F8CApproval
Date Approved
Summory of Products
Rosida Building Coda Online
06/20/2018
06120/2018
06/27/2018
06/15/2018
FL 1i
Model, plumber or "me P
Description
+ 31082:1�
Dynamic Metals I" Naltstrip�.<
1' Nall strip, .032 Alunflnum, non-structvrafrooP panel
Aluminum
Limits of use >
Installation Instructions
Approved for use In, HVHZ- No 4k
FL1082 R2 •II 2141821D. nd(
VHZ.
Approved for use oubsdes HYes
Verified By: Scott Wolters 62354
Re
sistant: esistant: N/A -: M
N
Created by IndepentlentThird Party: Yes
DeepgnjFp��re�Aa�du 168
EVatuatlon Reports
�sI�ee+
Other:'T"—atG"..OGand.6'+H'oi-'O:SRd ..
FL21082 R2L AE-21om g.jidf
H
Created by lndependeglThlyd:Party: Yes
21082.2 Dynamic Metals 1.5" Mach. Seam
1.5',Mechanical Seam, 24 gauge Galvalume coaled steel, non-
structural, roof panel
Limits at this
Installatton'Instructions
Approved for use in HVHZ No
F 2108 R II 10822029t
'Approved for;uso outslde;HVH2: Yes
Verified By: Scott. Wolters 62354
Impact Resistant- N/A
Created by Independent Third.Party: Yes
Design Pressure:+NA/-198.5
Evatuation.Raports
Other. Field install Upllft DP:'16"OC, 4"ends, equals 168.S psf
_ i
EUIQ12 RA AE 210822E.12df
(n d� FSm2)gmll Uplift DP. MC, 4"ends,'. equals
Created by Independent Third, Party: Yes
;19Si5 psf
21082.3 Dyiiamie Metals 1.5" Mech Seam (.1:5"'Mechanical
Seam, .03£Aluminum, non-structural
Aluminum (
- V�
Limits of use }
Installation Instfuctlans
Approved for use In HVHZ: No }#
2108 ' RZ 11 210823D.Rdf
Approved for use outside HVH2: Yes
Verified By: Scott Walters 62354
Impact Reststantl N/A - 1
'Created by IndependentThlyd Party:'Yee
Design Pressure: +N/Af-213S
Evaluation Reporfa
Others Field install Uplift OP: 16"OC,.4' ends, equals 131psf I
Fl.210a2 R2-AE 210823E odf
(Includes FS=2) Comer install Uplift DP:,8"OC, 4" ends, equals !
Created by IndependentThird Party: Yes
213.5 psf (indudes FS-2) ,
21082.4
Dynamic Metals 6V Gimp 26 go (
5V crimp, 26 ga.SteeliGaivolume, non-structural -
Steel
Limits of Use -'. 1
.Installation Instructions,.
Approved for use in HVHZ: No
F 1082 R2 It 210824D.odf
Approved for use outside HVHZ: Yes
Verified By: Scott Waiters 62354
Impact Resistant: N/A
Created by IndepandentThird Party: Yes;
Design Pressures +N/A/-206 ;
Evalvatlan Reports
Other: Field Installation Uplift DP: 16" CC, 4" ends, equals
F 21082 R -A 4 108 odf
161 psf Qn ivdes FSm2) Corner Installation Uplift DPs: r OC, 4"
Created by Independent Third Party: Yes I
ends, equals 206 psf (Indudes'FS-2) ffff
I{
,�.�'a I
i
EE
J
,ioMeRUa:; 26a191airReal 1LR b n+a'pe EMint65a4B]-1921
Th4 stateurt7onm IS an AA/EEO m:plOyM.lkrwnAQ2ZeAl-2ai3 Srete arrledAa :;'awn<i. Statement :: Ave EbIRev Stetemenr:; RNuntl Sroteman[
https•JN�vifloridebEAding.org/pr/pr app 0.6$px7pamffPWGMQMDgsBoOgO2%2bKwd6VP66wOLBcYhK1eSL7%2bE2WBJ2B178Rt1D%3d%3d ?12
WOLTERS ENGINEERING
7RECSIVIRD0 2 2919Sr.nty, Permitting
ENGINEERING, DRAFTING. CONSULTING
1521197A Road N
West Palm Beach, FL 3M12
PhIFK(561)225-1982
PRODUCT EVALUATION
PRODUCT: DYNAMIC 1" NAILSTRIP .032" ALUMINUM ROOF PANEL (FLPA# 21082.1)
MANUFACTURER: DYNAMIC METALS, LLC
340 PIKE ROAD
WEST PALM BEACH, FL 33411
To all concemed,
The Dynamic 1" Nailstrip .032" Aluminum Roof Panel, manufactured by Dynamic Metals LLC, is a non-
structural aluminum roof panel (3105-1-124 min) that meets the requirements of Section 1507A.3 of the 60, Edition
(2017) Florida Building Code. The panel has been tested per UL580-06 by Architectural Testing, Inc. with results
shown in test report G1195.03-450-44.
Technical Documentation:
1. Drawing 'NSA16" dated 6/18/18, signed and sealed by Scott Wolters, PE.
2. Test Reports listed above by Architectural Testing, Inc, signed and sealed by Charles Anderson, PE.
3. Supplemental Calculations to support "NSA16" drawing, signed and sealed by Scott Wolters, PE.
I have reviewed this submittal per the requirements of FAC Product Approval Rule Chapter 61 G2G-3.005
(4). Based on the limitations listed below and those provided in the documents above, this product meets all the
requirements of the 6th Edition (2017) Florida Building Code generally, and chapter 15 specifically, for use outside
of the HVHZ
Limitations: This panel is approved for use outside of the HVHZ.
Overall Limitations: Maximum Panel Width: 16' (nominal)
Fastener spacing across panels: 16" O.C. (at nailstrip)
(Panels overlap with malelfemale snap fit)
Maximum Design Pressure:
Maximum Fastener Spacing:
Min. Panel Fastener:
168.5 psf.
6' from ends, 6" O.C.
#10xl" pancake head fasteners
5MCIALEM IN IAMACT IT95fmf mofAJNWALL5, 50ITFROW5. 9 WINPOW5
"IN
Undedayment: 1 layer of 30 lb. organic felt paper with 4" overlaps
(or)
Any underlayment with a valid FLPA or Miami -Dade NOA
Fire Barrier: 1 layer of VersaShield with 4" overlaps
(or)
Any fire barrier with a valid FLPA or Miami -Dade NOA
Minimum Substrate: %2 (15132" min) 4-ply COX Plywood, nailed to 2x rafters spaced 24" max.
O.C. with 8d ring -shank nails spaced VOL.
Other Limitations: Roof slope must meet requirements of FBC Section 1507.4.2.
Fire classification is not a part of this evaluation.
Shear diaphragm values are not a part of this evaluation.
Design of substrate is by others and is not a part of this evaluation.
If you have any questions or need more information concerning this approval please contact me.
Thank you,
is
•�,;
Scott Wolte!`s
FL PE# 62354
jUN19 1011
F70Ni4, _s. idNPG4 =
Panel Profile
4.
Mx qq
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10/212018 Flodda Building Code OnP.
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Bas Home I Login I user iteeistratipn i tlotropim ! Submit Sun]iarge ; scats a Pacts I Pubemuons contactus I Bas site Map I unks i Seand, I
Flor da
+4,i Product Approval
" USER: Public User
thle:ie�: ci
Product Approval Menu > Produa or Application Search > Application List > Application using
FL
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Emall
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
FL21082-R2
Revision
2017
Approved
Dynamic Metals
3201 SE Dominica Terece
Stuart, FL 34997
(772) 872-8030
juan@dynamicmetal.net
Juan Martinez
juan@dynamicmetal.net
Roofing
Metal Roofing
=RECEIVED
S�q
Sf 4uCiE? CoUO
17tJ/
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report -j}�fQcgpyj�re ED FOR
Florida Engineer or Architect Name who developed the Scott Walters CODE COMPLIANCE
Evaluation Report
Florida License
is COUNTY
PE-62354 ST. LUCIE CN!!
Quality Assurance Entity
YVy
Keystone Certifications, Inc. CJ
Quality Assurance Contract Expiration Date
I�
12/0612026 EOCC
Validated By
Lucas A. Turner, P.E., MBA
r Validation Checldlst - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL21082 R2 COT Dyn COLndf
Standard
UL 580
FILE COPY
Year
2006
Product Approval Method
Method 1 Option D
https:fhvm.goridabuilding.org/prlpr app d8.aspx7pamrtl=wGEVXQwtDgsBocgO2%2bKwd6VPcOWOL6cYhKleSL7%2bE2JJBJ28178RQQ9/o3d%3d 1/2
10/02018
Florida Building Code On:
Date Submltted 06/20/2018 `
Date Validated 06/20/2018
Date Pending FBC Approval 06/27/2018
Date Approved 08/15/2018
summOrY of Products
FL # Motlel, Number or Name Description
21082.1 Dynamic Metals 1" Nallstrip 1" Nail strip, .032 Aluminum,
Aluminum
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: yes
Impact Resistant N/A
Design Pressure: +N/A/-168.5
Other: Fasteners at 6" OC and 6" from ends.
21082.2 Dynamic Metals 1.5" Mech Seam
249a Galvalume
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ-. Yes
Impact Resistant: N/A
Design Pressure: +NA/-198.5
Other. Field Install Uplift DP: 1600C, 4"ends, equals 168.5 psf
(includes FS=2) Comer Install Uplift DP: 8"0C, 4-ends, equals
198.5 psf (Includes FS=2)
Installation Instructions
FL21082 R II 108 1D Ddf
Verified By: Scott Wolters 62354
Created by Independent Third Party: Yes
Evaluation Reports
FL21082 92 AE 210821c..As
Created by Independent Third Party: Yes
panel
1.S" Mechanical Seam, 24 gauge Galvalume coated steel, non-
structural, roof panel
Installation Instructions
FL21082 p2 II 21nR22n ,�
Verified By: Scott Wolters 62354
Created by Independent Third Party: Yes
Evaluation Reports
FI-21082 R2 AE 2),0822E.12df
Created by Independent Third Party: Yes
21082.3 Dynamic Metals 1.5" Mech Seam 1.5" Mechanical Seam, .032 Aluminum, non-structural
Aluminum
Limits of Use Installation Instructions
Approved for use In HVHZ: VI FL21082 R2 II 210823D �(
Approved for use outside HVHZ: Yes Verified By: Scott Wolters 62354 Impact Resistant: N/A Created by Independent Third Pa Design Pressure: +Wft DP:
Evaluation Reports Yes
Other: Field Install Uplift DP: 16"OC, 4" ends, equals 131psf FL?5082 R2 A 108,23E odf (includes FS=2) Comer Install Uplift DP: 8"OC, 4" ends, equals Created by Independent Third Party: yes
213.5 psf (includes FS=2)
21082.4 Dynamic Metals SV Crimp 26 ga SV Crimp, 26 ga Steel, Galvalume, non-structural
Steel
Limits of Use Installation Instructions
Approved for use In HVHZ: No Fl 71082 R_ 2 II 210a24D df
pproved for use outside HVHZ: Yes Verified By: Scott Wolters 62354
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-206 Evaluation Reports
Other: Field Installation Uplift DP: 16" OC, 4" ends, equals FLZI082 R2 AE 210824E.pff 101 psf (includes FS-2) Comer installation Uplift DP: 8" OC, 4" Created by Independent Third Party: Yes
ends, equals 206 psf (Includes FS=2)
Bad< Nezc
Co o Its ;: 2901 01 I stone Road. Tall h 1132399 Phone: 850<97-1924
The State of Florida Is an AVEEO employer. [ogyrj Ohl`
2007
2013 c+a[e f Floras';; pd statement • a.«� e,. .. A __ hIIiN _ to t :: Refund Qgtement
Under Florida law, email addresses are public Phone, R you do not want your e-mail address released In mall fa this ite0y. Instead, mnte r me office ce phone or by Melldonal mall. If you have an response to a 0.487remrtls request, do not send electronic
Florida Statutes,effectiveUdfo October 1, muni licensees 0tensed under chapter 455, F.S. must any
the Departmentita. COMN)d 850.487.139S.
en em II address R they have one. The 7me Ise
provltled may be used for official communimtlon with me ilrensee. However mail addresses are pubI1C record. If you do not wish to supply a personal address, please
Provide the Department with an small address which can be made available to the public To determine If you are a licensee under chapter 455, F.S., please click hIM.
Product Approval Ac4epts:
MRP® RE
-e e
secu rltvm LTR I CS'
https9Avw.floridabuilding.org/pr/pr app rig.aspx?param--vGEVXQwtDgSBocgO2%2bKwd6VpC6WOL6cYhK1eSL7%2bE21JBJ2B178RQQp%3d%3d 2/2
WOLT'ERS ENGINEERING
ENGINEERING, DRAFTING, CONSULTING
PRODUCT:
MANUFACTURER:
To all concerned,
15211 971h Road N
West Palm Beach, FL 33412
PhIFx:(561) 225-1982
PRODUCT EVALUATION
DYNAMIC 1" NAILSTRIP .032" ALUMINUM ROOF PANEL (FLPA# 21082.1)
DYNAMIC METALS, LLC
340 PIKE ROAD
WEST PALM BEACH, FL 33411
The Dynamic 1" Nailstrip .032" Aluminum Roof Panel, manufactured by Dynamic Metals LLC, is a non-
structural aluminum roof panel (3105-H24 min) that meets the requirements of Section 1507.4.3 of the 60, Edition
(2017) Florida Building Code. The panel has been tested per UL580-06 by Architectural Testing, Inc. with results
shown in test report G1195.03-450-44.
Technical Documentation:
1. Drawing "NSAI6" dated 6/18118, signed and sealed by Scott Wolters, PE.
2. Test Reports listed above by Architectural Testing, Inc. signed and sealed by Charles Anderson, PE.
3. Supplemental Calculations to support "NSA16" drawing, signed and sealed by Scott Wolters, PE.
I have reviewed this submittal per the requirements of FAC Product Approval Rule Chapter 61G20-3.005
(4). Based on the limitations listed below and those provided in the documents above, this product meets all the
requirements of the 6+h Edition (2017) Florida Building Code generally, and chapter 15 specifically, for use outside
of the HVHZ.
Limitations: This panel is approved for use outside of the HVHZ.
Overall Limitations: Maximum Panel Width: 16" (nominal)
Fastener spacing across panels: 16" O.C. (at nailstdp)
(Panels overlap with male/female snap fit)
Maximum Design Pressure:
Maximum Fastener Spacing:
Min. Panel Fastener:
168.5 psf.
6" from ends, 6" O.C.
#10x1" pancake head fasteners
51 CCIALIZING N IRPAC1" 1,'�515fANf CLIarAINWPo.1,51, %01?fFPONf5, & VVINPOW5
Underlavment: 1 layer of 30 lb. organic felt paper with 4" overlaps
(or)
Any underlayment with a valid FLPA or Miami -Dade NOA
Fire Barrier: 1 layer of VersaShield with 4" overlaps
(or)
Any fire barrier with a valid FLPA or Miami -Dade NOA
Minimum Substrate: %Z (15132" min) 4-ply CDX Plywood, nailed to 2x rafters spaced 24° max.
C.C. with 3d ring -shank nails spaced 4" O.C.
Other Lirnitations: Roof slope must meet requirements of FBC Section 1507.4.2.
Fire classification is not a part of this evaluation.
Shear diaphragm values are not a part of this evaluation.
Design of substrate is by others and is not a part of this evaluation.
If you have any questions or need more information concerning this approval please contact me.
Thank you,
Uv04
/!
Scott W61ter's
FL PE# 62354
'r
11 cCIAl. 171N-6NIMPACT M515itVrCU IAIWA, L-1.0prkONr5.
5
Panel Profile
11/20/2018 - - — Florida Building Code Orlin'
,.
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tl'
BGSHome I Login I User Registmtlon I Hot Thpics Submit SuNwrge Stats & Fads I Pubrications I Contact Us I BCL9 Site Map I Links I Seatcb-d
.
Florida
Product Approval
USER: Public User
PmtluR Aoomval Menu > Pmdect nr Aunl'caHan Sea¢M1 > AOPlicdtlan HK > Appll®doo Detail RECEIVED
° FL # FL5259-R28 J U L 0 2 2019
Appllceticn Type Revision
Code Version 2017 ST. Lucie County, Permitting
Application Status Approved
SCANNED
Comments BY
Archived St. Lucie County
Product Manufacturer POLYGLASS USA
Address/Phone/Emall 1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954)233-1330 Ext 242
malpert@polyglass.com
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Maury Alpert
malpert@polyglass.com
Maury Alpert
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912) 429-8610
MAlpert@polyglass.com
Ariel Lender
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1230
ALender@polygiass.com
Roofing
Underlayments
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
-e Evaluation Report -
Hardcepy Received
Florida Engineer or Architect Name who developed the Robert Nleminen
REVIEWED FOR
Evaluation Report
®®E
Florida License
PE-59166
C®MPLIgNCE
ST.
Quality Assurance Entity
UL LLC
LUCIE COUNT
Quality Assurance Contract Expiration Date
09/13/2021
®® //��/� V
Validated By
John W. Knezevich, PE
®O'CC
Certificate of Independence
Referenced Standard and Year (of Standard)
�F, Validation Checklist - Hardcopy Received
Standard
ASTM D1970
ASTM D226
ASTM D4798
ASTM D6164
ASTM D6222
FM 4474
FRSA/TRI April 2012
Year
2015
FILE CORE
011
2011
2011
2012
httpsJANww.foridabuilding.org/pr/pr app_d0.aspx7param=wGEVXOwtDgvbSgAaZp3Crk2vS%2feg011pJYmiSimiPV6uypRuXszPog%3d%3d 1/2
11/20/2018
Florida Building Code Onlin.. -
UL 1897
2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending'FBC Approval
Date Approved
Summer aarV of Products
Method 1 Option D
01/24/2018
01/29/2018
01/30/2018
04/10/2018
FL #
Model, Number or Name
Description
5259.1
Polyglass Roof
Underlayments
Roofing underlayments
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-622.5
Other: 1.) The design pressure In this
application relates to one particular
underiayment system (over concrete deck) for
use under foam -on the systems (where the
underlayment forms part of the load -path).
Refer to ER Section 5.6.4 for other systems,
other deck types and associated maximum
Installation Instructions
fL5259 R28 II 2018 OS EINAL ER POLYGLASS U D R AYp ENTS
R28.0p(
Verified By: Robert Nleminen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
EL5259 R 8 AE 2018 01 FINAL R POLYI-1,655 QNDERLAYMrNjS FI 5250
RMpdf
Created by Independent Third Party: Yes
design pressures. 2.) Refer to ER Section 5 for
other limits of use.
0acb Neu]
Contact Us :: 2§21-glaIr 6.tlie. Scald. Tall h 32399 Phone: 05o_"7_,924
The State of Florida Is an AA/EEO employer Copyright 2002-2013 State of Florida. :: Privacy :; :: Refund statement
Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic
mall th this entity. Instead, contact the efnce by phone or by traditional mall. If you have any questions, please contact 050.487.1395. `Pursuant to Section 455.225(1),
Florida Statutes, effective October 1, 2012, licensees Ilcensed under chapter 455, F.S. must provide the Department with an email address If they have one. The email;
Provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish 4 supply a personal address, please
Provide the Department with an emit address which on be made available to the publle. To determine It you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
r-91 KK�7j R�i=79 M
SECUr1CYA1 E1'AICS'
httPsJAvww.floridabuilding.org/prlpr app d0.aspx?param--vGEVXQMDgvbSgAaZp3Crk2vSe/`2fegOIIPJYMiSimlPV6uypRuXszPog%3d%3d 212
NEMO [ etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P12060.02.09-R24
1111 West Newport Center Drive FL5259-R28
Deerfield Beach, FL 33442 Date of Issuance: 02/24/2009
(954) 233-1230 Revision 24: 01/24/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E.
for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 6 h Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: Polyglass Roof Underlayments b
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMOI 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 "NEMO)etc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at thejob site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 14.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Reglstradon No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nleminen,
P.E. on 01/24/2018. This does not serve as an electronically
signed document
CERTIFICATION OF INDEPENDENCE:
I. NEMOIetc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMO I etc. is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in 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 is a building code evaluation. Neither NEMO[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.
ROOFING COMPONENT EVALUATION: ONEMOletc.
I. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
following sections of the a Edition (2017) Florida Building Code through testing In accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Pro a Standard
1504.3.1 Year
Wind Uplift FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1507.2.3 / 1507.1.1 Physical Properties ASTM D226 2009
1507.2.4 / 1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1S07.3.3 Physical Properties FRSA/TRI April 2012 2012
1507.11.2 Physical Properties ASTM D6164 2011
1507.11.2 Physical Properties ASTM D6222 2011
TAS 11O Accelerated Weathering ASTM D4798 2011
I REFERENCES:
Entity
FM Approvals (TST 1867)
Examination
Wind Uplift
Reference
Date
PRI (TST 5878)
Physical Properties
3004091
PRI01111
01/12/2000
4/OS /2002
04/08/2002
PRI (TST 5878)
PRI (TST 5878)
Physical Properties
PUSA-005-02-03
PRI (TST 5878)
Physical Properties
Physical Properties
PUSA-013-02-01
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-02
PUSA-013-02-03
12/23/2002
12/23/2002
PRI (TST 5878)
PRI (TST 5878)
Physical Properties
PUSA-018-02-01
07/14/2003
PRI (TST 5878)
Physical Properties
Physical Properties
PUSA-028-02-01
07/13/2005
PRI (TST 5878)
Physical Properties
PUSA-033-02-M
PUSA-035-02-01
01/12/2006
09/29/2006
PRI (TST 5878)
PRI (TST 5878)
Physical Properties
PUSA-055-02-02
12/30/2007
PRI (TST5878)
Physical Properties
Physical Properties
PUSA-051-02-02
01/28/2008
PRI (TST 5878)
Physical Properties
PUSA-076-02-01
PUSA-083-02-01
02/22/2008
04/14/2008
PRI (TST 5878)
MT] (TST2508)
- Physical Properties
PUSA-088-02-01
07/29/2009
MTI (TST 2508)
Physical Properties
Physical Properties
JX201-17A
RX14E8A
04/01/2008
ERD (TST 6049)
Physical Properties
11752.09.99-1
Ol/29/2009
02/08/2000
ERD (TST 6049)
ERD (TST 6049)
Wind Uplift
11757.08.01-1
B/13/2001
O/1
ERD (TST 6049)
Wind Uplift
Physical Properties
11776.06.02
02200.07.03
8
ERD (TST 6049)
Wind Uplift
P1740.01.07
0/16/200
/2003
01/04/2007
ERD (TST 6049)
ERD (TST 6049)
Physical Properties
P5130.04.07-1
04/11/2007
ERD (TST 6049)
Wind Uplift
Physical Properties
P9260.03.08
P13450.08.09
03/21/2008
08/13/2009
ERD (TST 6049)
ERD (TST 6049)
Wind Uplift
P30540.11.09-R1
21/30/2009
ERD (TST 6049)
Physical Properties
P33030.11.09-1
11/30/2009
ERD (TST 6049)
Wind Uplift
Physical Properties
P11030.11.09-2
P31030.11.09-3
11/30/2009
ERD (TST 6049)
Physical Properties
P33360.06.10
11/30/2009
06/25/2010
ERD (TST 6049)
ERD (TST 6049)
Physical Properties
P33370.03.11
03/02/2011
ERD (TST 6049)
Physical Properties
Physical Properties
P33370.04.11
04/26/2011
P37300.10.11
10/19/2011
NEMO ETC, LLC.
Certificate ofAuthar$aVon N32455
6'a EDITION 12017) FBC NON-HVHZ EVALUATION
Evaluation Report P12060.02.09-R24
Polyglass Roof Underlayments:
(954) 233-1230
FL5259-R28
Revision 24: 01/24/2018
Page 2 of 14
4.
ONEMOjetc.
Entity Examination Reference Date
ERD (TST 5049) Physical Properties P40390.08.12-1 08/06/2012
ERD (TST 6049) Physical Properties P40390.08.12-2 08/07/2012
ERD (TST 6049) Physical Properties C41420.09.12-3 09/11/2012
ERD (TST 6049) Wind Uplift P39680.03.13 03/04/2013
ERD (TST 6049) Physical Properties P45370.04.13 04/26/2013
ERD (TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013
ERD (TST 6049) Wind Uplift 11757.04.01-1-RS 04/30/2013
ERD (TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD (TST 6049) Wind Uplift P31751.05.03-RS 11/26/2013
ERD (TST 6049) Wind Uplift P11781.11.03-RS 11/26/2013
ERD (TST 6049) Physical Properties P45270.0S.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-SC7550.03.1S 03/24/2015
ERD (TST 6049) Physical Properties P40390.04.15 04/03/2015
ERD (TST 6049) Physical Properties P44360.10.14-Ri 05/18/2015
ERD (TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015
ERD (TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016
ERD (TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016
ERD (TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016
ERD (TST 6049) Physical Properties PLYG-SC13040.12.16 12/27/2016
ERD (TST 6049) Physical Properties PLYG-SC31900.03.17 03/10/2017
ERD (TST 6049) Physical Properties PLYG-SC12115.08.17 08/08/2017
]CC-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 -Hide Cross Ltg 03/01/2008
Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011
UL, LLC. (QUA9625) Quality Control Service Confirmation Exp.10/05/2018
PRODUCT DESCRIPTION:
4.1.1 E astobase 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.
4.2.1 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.
NEMO ETC, U.C. Evaluation Report P12060.02.09-RZ4
Certificate ofAuthorizotion ✓t32455 6'" EDITION (2017) FEIC NON-HVHZ EVALUATION FL5259•R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 3 of 14
ONEM
4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membraneglass-fiber/polyester
rei
- with surface; meets FRSA/TRI April 2012.
4.2.5 Polystick TU Max is a no 'naI 60-mil thick rubberized asphalt water roofin membrane with a 190
a D1970 and FRSA/TRI April 2012. P g g/mz polyester
4.2.6 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester
reinforced, APP modified bitumen cap sheets; meet FRSA/TRI April 2012.
4.2.7 Polystick Dual Pro"' is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970.
4.2.8 Polystick Tile ProTM is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012.
4.2.9 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section
5.8).
r_ _ o,,,.A��y raacenea ana�ornonaetlUntlerlaymentsdl. - s
431 . Elastoflex G TU is a polyester reinforced, modified bitumen the underlayment composed of a sand -surfaced SBS
modified bitumen back -side and granule -surfaced APP modified bitumen top -side. Elastoflex G TU is for use as an
alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April
2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the 'Two Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems.
4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164.
Elastoflex S6 G and Elastoflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380,
Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems.
Elastoflex S6 G is for use as an alternate to Hot Asphalt applied "Cap Sheet in the Two Ply System" from FRSA/TRI
April 2012 (04-12) beneath mechanically fastened or adhered 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 tile roof systems.
4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
Polyflex G is for use as an alternate to Heat Applied "Cap Sheet' in the'Two Ply System" from FRSA/TRI April 2012
(04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat
Applied "Cap Sheet' in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEMOIetc. nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report, refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
NEMO ETC, I.I.C.
CertfJhate o/Authurizatlon p324s6 6' EDITION(2017) FBC NON-HVHZ EVALUATION Evaluation Report P12060.02A9-R24
F1/269-R26
Polyglass Roof Underla yments; (964) 233.1230 Revision 24: O24/2016
Page 4 of 14
C
5.5 Allowable Roof Covers: NNEMOjetc.
.j z' TABLE 1 ROOF COVER OP.f10N5�
-
Underlayment
Asphalt Shingles
Nall -on rile
Foam -On Tile
Metal
Wood Shakes
Slate
& Shingles
Elastobase
Yes
Yes
(Base Sheeting-physwem)
Yes
(Base sheet in 2-pN system)
Yes
Yes
Yes
Elastobase P
Yes
Yes
Yes
yes
Yes
(ease sheet in 2-plysystem)
(Base Sheet in 2-ply system)
Yes
Polyglass G2 Base
No
Yes
Yes
No
(6ase5heetin2-plysystem)
(Base Sheeting-plysystem)
No
No
Polyglass APP Base
No
e
e
No
No
(Base Sheet nt-plysMem)
(Base Sheet nt-plysystem)
No
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
Pol ick 7U PI
Yes
Yes
Yes (See 5.5.1)
-Yes
-Yes
Yes
Polystick TU Max
No
Yes
Yes (See 5.5.1)
Yes
No
No
Polystick Dual Pro
Yes
No
No
Yes
Yes
Yes
k Tie Pro
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
MU-X
Yes
No
No
Yes
Yes
Yes
x S6G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
x SE; G FR
WGYes
Yes
Yes
No
No
Yes
Yes
x G TU
Yes
Yes
Yes (See 5.5.1)
No
Yes
yes
G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
G FR
Yes
Yes
No
No
Yes
yesSAP
or SAP FR
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Mule -Hide SA-APP Cap(FR) Sheet
or SA-APP Cap Sheet
Yes
Yes
Yes See 5.5.1)
No
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
lA: AI LOWABLE LEADH6IVE�-UNDERIAYMENTCOMBINAT10N91
._ -.- .-
b- -
Adhesive
Florida Product
Approval
-
Underlayments
DAP Foam Touch'n Seal StormBond Roof
Tile Adhesive
FL14506
Polystick TU Plus, Polystick TU Max
DowTileBondTM
FL22525
Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset® 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, PolystickTU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset® RTA-1
FL6276
Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FRI,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA -AP? Cap Sheet (FR)
1 Refer to Tile Manufacturer's crAdhesive Manufacturer's Florida ProductApprovol for overtuming Moment Resistance Performance.
NEMO ETC, U.C. Evaluation Report P12060.02.09-R24
Certffnnte of Authorization N32455 6' EDITION (2017) FBC NON-HVHZ EVALUATION FI52S9-R28
Polyglass Roof Underlayments, (954) 233-1230 Revision 24: 01/24/2018
Page 5 of 14
NNEMOletct.
5.6.4 Wind Resistance for Underla ment S stems in Foam -On Tile A lications: FRSA/TRI April 2012 (02dos
no
address wind uplift resistance Of all underlayment systems beneath foam -on the systems, where the underlayment
forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the
result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure
divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-
12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure=-90 osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TO P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#2 Maximum Design Pressure --97 5 osf•
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x
1'/." ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
#3 Maximum Design Pressure - -105 osf•
Deck: Min.15/32-inch plywood to meet projectrequirements to satisfaction of Authority Having Jurisdiction.
Primer. WB-3000
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x
1Y." ring shank nails through 32 ga, 1-5/8" diameter tin caps spaced 12-inch o.c.
44 Maximum Design Pressure =-135 osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) PG100 or ASTM D41
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#5 _Maximum Design Pressure = -315 osf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap
Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#6 Maximum Design Pressure =-622 5 osf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: P6100 or ASTM D41
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#7 Maximum Design Pressure =-300osf':
Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
NEMO ETC, I.I.C.
Certyicote OfAutho&ation#32455 6'"EDITION (2017)FBC NON-HVH2 EVALUATION Evaluation Report P12060.02.09-R24
Polyglass Roof Underlayments, (954) 233-1230 FL5259-R28
Revision 24: 01/24/2018
Page 7 of 14
#8 Maximum Design Pressure -37SDsf': ONEMOletc.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-Inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#9 Maximum Design Pressure — 37 5 Dsf':
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-Inch o.c. at the 3-Inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S5 G, applied in full mopping of hot asphalt.
#10 Maximum Design Pressure =-45 Dsf•:
Deck: Min.19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) layer ASTM D226, Type ll felt
Fasteners: 11 ga. x 1.25-Inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-Inch diameter tin caps
Spacing: 4-Inch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex G TU, applied in full mopping of hot asphalt.
#11 Maximum Design Pressure=-45osf
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two (2) layers ASTM D226, Type II felt
Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-Inch diameter tin caps
Spacing: 9-inch o.c. at the 2-inch wide side laps and 9-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot
asphalt.
#12 Maximum Design Pressure = -45 Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#13 Maximum Design Pressure =-52 5 Psi:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#14 Maximum Design Pressure=-52 5 Dsf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c, at the 3-inch wide side laps and 6-Inch o.c. at four (4) equally spaced staggered center rows.
Base Ply., (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
NEMO ETC, U.C.
CertiJ/mte of Authorization#32455 6' EDMON (2017) FBC NON-HVHZ EVALUATION Evaluation Report P12060L2.09-R24
Polyglass Roof Underla F2
yments; (954) 233.1230 Revision 24: 01/24/2018
/2018
Page 8 of 14
_ ONEMOletc.#15 Maximum Design Pressure — -52 5 osf:
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 64nch 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 PolVflex G, torch -applied.
#16 _Maximum Design Pressure =-60Dsf:
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 Dsf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates
Spacing: 12-inch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#18 Maximum Design Pressure = -67 5 osf:
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 diametertin caps
Spacing: 8-inch o.c. at the 44nch 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 osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment)
Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 10-inch o.c. at the 4-inch wide side laps and 30-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastaflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
#20 Maximum Design Pressure =-90osf:
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 fortorch-appliedcap)
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, torchapplied.
#21 Maximum Design Pressure=-90Dsf:
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 #24 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 osf:
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 64rich 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, U.C.
Evaluation Report P12060.02.09-R24
eertifwte OAuthorization#32455 6� EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZ8
Polyglass Roof Underiayments: (954) 233.1230 Revision 24: 01/24/2018
Page 9 of 14
#23 Maximum Design Pressure — 90 osf: ONEMOletc.
Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment)
Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
OMG 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 Dsf:
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, PolystickTU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#25 Maximum Design Pressure =-105 osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch O.c. at the 2-inch wide side laps and 6-inch o.c, at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#26 Maximum Design Pressure - -1125 osf:
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: PG300 or ASTM D41 primer at all tin -caps
Base Ply: Polystick MTS or Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, POlyfex 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 osf:
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.
#28 Maximum Design Pressure =-220Dsf.
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 orTrufast #14 HD with Trufast 3" Metal Insulation Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5)'equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt
5.6.4.1 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum
Design Pressure of-45 psf.
NEMO ETC, U.C.
Certlrate of Authorization#314ss 6' EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-R24
Polyglass Roof Underlayments, (954) 233-1230 FLSZ59-R28
Revision 24: 01/24/2029
Page 10 of 14
OEOetc.
5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet Met el ceeed
that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density
designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are
ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked
with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January
2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations,
Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days
after installation.
Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation.
Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or Elastoflex G TU shall not be left exposed for
longer than 180-days after installation.
Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure
limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30
days.
Elastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the
prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Polyflex G only), In which case the maximum
exposure is 180 days.
5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226
roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as
set forth in Section 4.3, Note 1 of ASTM D1970-15, should be established as to slip resistance.
5.9 Tile Slippage Limitations (FRSA/TRI April 2012 (04-12))•
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exrperlpri by A.. -:--
Underlayment
Elastoflex G TU
Elastoflex SE;G or 56 G FR
AB: TILE SUPPAGE LIM�ITATIONSFOR'DIRECr-DECK
Tile Profile
Flat
TILE INSTALIAT10N5. -e
Staging Method
10-tile stack
Maximum Slope
7:12
Lugged
Flat or Lugged
8-tile stack (6 over 2)
6-tile stack (4 over 2)
612
4:12
Polystick MTS or MTS PLUS
Polystick Tile Pro
Polystick TU Max
Flat
6-tile stack (4 over 2)
5:12
Lugged
Flat or Lugged
Flat
6-tile stack (4 over 2) -
6-tile stack (4 over 2)
6-tile stack (4 over 2) or 10.tile stack
4:12
7:12
7:12
Lugged
6-tile stack (4 over 2)
7:12
Lugged
10-tile stack
6.12
Polystick TU P
Flat
64i1e stack (4 over 2)
6.12
Lugged
6-tile stack (4 over 2)
4.12
Polystick TU Plus
Polyflex G or G FR
Polyflex SA P or SA P FR
Flat or Lugged
6-tile stack (4 over 2)
7:12
Flat or Lugged
Flat or Lugged
Flat or Lugged
10-tile stack
6-tile stack (4 over 2)
6-tile stack (4 over 2)
6:12
4:12
4:12
NEMO ETC, I.I.C.
Certlf�mte ojauthor/mtlan a32455 Evaluation Report P12060.02.09-R24
6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 11 of 14
6. INSTALLATION: ONEMOletc.
6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application, and prime the substrate (if applicable).
6.3.1
Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table
1507.1.1 forthe type of prepared roof covering to be installed.
Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA
P FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or
Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are
those associated with the top -layer underlayment, as set forth in Table 1.
6.3.2 TileAoalications-
Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the 'Two
Ply System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with
FRSA/TRI April 2012 (0412) Installation Manual.
b 4 Polystick MTS, MTS PCII$ tR Xe, TU P, TU=Plus„TU Max, Dual Pro, Tile Pro 6r MU X or,PolyFlex SAP; Rolyflex SAP OR `.
,Mule -Hide SA P. Cap'Sheet,or llflule Htde 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 Tahla i z;n7 1 I s,., s,., «,,.... _� -------
6.4.2
------sr-",...q.-,—'w WU u6L211ea.
Direct -to -Deck with Mechanically Fastened Roof Covers•
All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP
Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -
Hide back nailing guidelines. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch
diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -
nailed using the above noted fasteners and spacing, in area marked "nail area, area Para clavar" on the face of
membrane. The head lap membrane is to cover the area being back -nailed.
All seal -lap seams (selvage laps) must be -
firmly rolled with a minimum 28 lb. hand
roller to ensure full contact and adhesion. ,
For Dual Pro and Tile Pro, align the edge of
the top sheet to the end of the glue pattern
(the sheet will overlap the fabric).
View of Ovelap Seam of Dual Pro and Tile Pro
All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified
Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap.
Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys,
or exposed roof to wall details
NEMO ETC, U.C.
Certificate "fAuth"rizoH"n N3Iv55 TM Evaluation Report P12060.02.09-124
6 EDITION (2017) FBC NON-HVHZ EVALUATION FLSZ59-R28
Polyglass Roof Underlayments; (9s4) 733-123o Revision 24-.01/24/2018
Page 12 of 14
or
Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modlfled Wet/DryNNEMCeOjntetc.
Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum
Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be 6 x 6 inch patch of the
installed in a water shedding manner.
All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a
minimum of 40-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.28lb roller) or small areas of the
roof that are not accessible to a large roller or broom.
6.4.3 Tile Applications (not allowed for Polystick Dual Pro IR Xe or Polystick MU XI
Reference is made to FRSA/TRI April 2012 (04-22) Installation Manual and Table 1 herein, using the instructions
noted above as a guideline.
For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self -adhering top sheet(s), Base
Sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1.
For adhesive -set tile applications, refer to Section 5.6.4 herein.
6.4.4 Two (21 Ply Underlayment Systems:
Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Tile Pro, MU-X or Polyflex
SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with
the top -layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired.
Polystick MTS or MTS PLUS followed by Polystick TU P, TU Plus, TU Max, Tile Pro or Polyflex SAP is allowable for use
under foam -on tile systems. Limits of use are those associated with the top -layer material. This is not a requirement,
but is allowable if a 2-ply underlayment system is desired.
I-o a elastotiex GTU,'Elastofiex S6 G oriElastbflii S6 G FR: � -
6 5 1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published
installation requirements. For use in tile applications:
✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single
Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or
adhered tile roof systems.
✓ Elastoflex S6 G is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) In the "Single Ply
System" from FRSA/TRI April 2012 (04-22) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or
adhered tile roof systems.
✓ Elastoflex S6 G FR is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single
Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet' in the "Two Ply System from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt -applied to the
substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, off -set
minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt
with asphalt extending approximately 3/8-inch beyond the lap edge.
6 6 Polyflex G or Polyflex GER t
6 61 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published Installation requirements.
For use in tile applications:
✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April
2012 (04-12) beneath mechanically fastened or adhered tile roof systems (Base Sheet Limited per 5.6.3).
✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI
April 2012 (04-12) beneath mechanically fastened tile roof systems (Base Sheet Limited per 5.6.3).
NEMO ETC, I.I.C.
certificate oJAuMorl,o[lan g32455 6'"EDITION (2017) FB[NON-HVHZ EVALUATION Evaluation Report P12060.02.09-R24
Polyglass Roof Underlayments, (954) 233-1230 F
Revision 24: 01/224/2018
018
Page 13 of 14
6.6.2 Pol lex G or Pol y pp NNEMOletc.
Yf yflex G FR shall be full torch -applied to the substrates noted in Section 5.6. Side laps shall be
minimum 3-inch and end -laps minimum 6-inch wide, off -set minimum 3 feet from course to course. Side and end
laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap
edge.
6_7 Tile Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Table 2 herein, and Polyglass published requirements for tile staging.
6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail -
boards, to prevent tile sliding and/or damage to the underlayment during the loading process.
6.7.3 Polyglass specifies the minimum cure time after installation of self -adhering membranes and before loading of
roofing tiles is forty-eight (48) hours.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following
plants have qualified products under their respective Ohvsical nrnnartiec enoPfrr+1 .
9.
Plant "'
_ ..
Soecffication .
'Pro uct s .:.,.. :...... .::
d
Fernley, NV, Hazleton, PA & Winter Haven, FL
Hazleton, PA
ASTM D1970
M-D 13-0004
Polystick MU-X
Elastoflex G TU
Hazleton, PA & Winter Haven, FL
Tuscaloosa, AL
ASTM D1970
Polystick IR-Xe
ASTM D1970 & FRSA/rRl April 2012
Pal tick TU Plus
ASTM D1970 & FRSA/rRl A ril 2012
ASTM D4601, Type 11
Polystick TU Max
Poll glass G2 Base
Winter Haven, FL
QUALRVASSURANCF EN71TV•
ASTM D226 (physicals)
Elastobase, Elastobase P
ASTM D6509
Polyglass APP Base
FRSA/TRI April 2012
FRSA/TRI April 2012
Polystick MTS, Polystick MTS PLUS
Polystick TU P
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
ElastoflexS6, ElastoflexS6 G FR
AST" D6222
Polyflex G, Polyflex G FR
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
-END OF EVALUATION REPORT -
NEMO ETC, U.C.
eeft1tnte of Autharizution #32455 6' EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-1124
Polyglass Roof Underla FL5259-R28
yments; (954) 233-1230 Revision 24: 01/24/2018
Page 14 of 14