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P011� �.
e .=�-Z ,. EXT IOR RESEARCH&DESIGN,LLC.
certificate of Authorization#9503
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D A' I ERD '� <s �a OXFORD,CT 06478
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EVALUATION REPORT
-1-114
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Entegra Roof Tile,LLC S� � DOGG Evaluation Report E39310..11.11 -R10
tr. A 1289 NE 9th Avenue 7
R 0 0 F T I L E Okeechobee,FL 34972 Date of Issuance:11/02/2011
(602)515-6933 Revision 4:10/17/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
(HVHZ)sections noted herein.
DESCRIPTION: Entegra Concrete Roof Tiles(HVHZ jurisdictions)
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. if.the
product changes or the referenced Quality Assurance documentation changes. Trinity IERD 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 "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official. 'Qc�C,
This Evaluation Report consists of pages 1 through 8.
o l
Prepared by: l�tc�tt)rrp,rr� <Gc9Q O�
The seal a
Robert J.M.Nieminen,P.E. P.E.o SIO/17/2017PTh61ng doesnotsewashrve orized asaneectronby Robert Ncally iemigned
Florida Registration No.59166,Florida DC4ANE1983 document.Signed,sealed hardcopieshave been transmitted tothe
A'Jlu"„tua' Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity l ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. .Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
J
TRINI- Y I ERD
ROOFING SYSTEM EVALUATION:
1. SCOPE: G�/2
Product Category: Roofing
Sub-Category: Roofing Tiles
Compliance Statement: Entegra Concrete Roof Tiles, as produced by Entegra Roof Tile, LLC, have demonstrated
compliance with the following sections of the Florida Building Code through testing in accordance with the following
Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth
herein.
2. STANDARDS:
Section Property Standard Year
1523.6.5.2 Physical Properties TAS 112 1995
1523.6.5.2 Wind Driven Rain TAS 100 1995
1523.6.5.2.2 Static Uplift Resistance TAS 101 1995
1523.6.5.2.3 Static Uplift Resistance TAS 102 1995
1523.6.5.2.3 Static Uplift Resistance TAS 102(A) 1995
3. REFERENCES:
gntitt Examination Reference Date
ERD(TST6049) TAS 101 P39740.02.12 02/21/2012
ATL(TST3782) Physical Properties RT0624.05-14 07/03/2014
ATL(TST3782) Physical Properties RT0624.04-14 07/07/2014
ATL(TST3782) Physical Properties RT1210.02-15 12/17/2015
ATL(TST3782) Physical Properties RT1210.03-15 12/17/2015
ATL(TST 3782) Physical Properties RT1103.01-15 11/07/2015
ATL(TST 3782) Physical Properties RT1103.02-15 11/07/2015
ATL(TST 3782) Physical Properties RT1103.03-15 11/07/2015
ATL(TST 3782) Physical Properties RT1103.04-15 11/07/2015
ATL(TST 3782) Physical Properties RT1103.05-15 11/07/2015
Miami-Dade(CER1592) HVHZ Compliance 14-0416.12 11/27/2014
Miami-Dade(CER1592) HVHZ Compliance 15-0721.04 11/05/2015
Miami-Dade(CER1592) HVHZ Compliance 16-0112.06 02/25/2016
Miami-Dade(CER1592) HVHZ Compliance 16-0112.07 02/25/2016
Miami-Dade(CER1592) HVHZ Compliance 16-0112.08 02/25/2016
Tile Roof Institute TAS 100,TAS 101,102,102(A) Membership Confirmation Current
PRI(QUA9110) Quality Assurance Service Confirmation Exp.11/02/2018
Exterior Research and Design,LLC. Evaluation Report E39310.11.11-1-R4
Certificate of Authorization#9503 6'EDITION(2017)FBC HVHZ EVALUATION FL7804-R10
Entegra Roof Tiles Revision 4:10/17/2017
Page 2 of 8
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4. PRODUCT DESCRIPTION:
4.1 TAS 112,Type 3a'#lat-profile) BERMUDA FLAT,PLANTATION.FLATand HORIZON FLAT
16'; �
1-1/4'
10'
Y
16' --j
2'
�I
cL1,
]0'
Bermuda Flat Plantation Flat
13„ 17-i/4"
Horizon Flat
Exterior Research and Design,LLC. Evaluation Report E39330.11.11-1-R4
Certificate of A uthorization 119503 6'EDITION(2017)FBC HVHZ EVALUATION FL7804-R10
Entegra Roof Tiles Revision 4:10/17/2017
Page 3 of 8
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4.2 TAS 112,Type 1a(interlocking;high-profile) SELLA HIGH"S"
Bella High"S"
4.3 TAS 112,Type 1b(interlocking,low-profile)
ESTATE"S"and HACIENDA
Nail Holes
e
•
o
•
I6!/2.. mow•,
13
Estate"S" Hacienda
4.3 TAS 112,Type 2a(non interlocking,high-profile) GALENA SPANISH"S"and REGAL
a
e
17"
101. 131/4"
Galena Spanish"S" Regal
Exterior Research and Design,LLC; Evaluation Report E39310.11.11-1-R4
Certificate of Authorization x79503 i 61H EDITION(2017)FBC HVHZ EVALUATION FL7804-R10
Entegra Roof Tiles Revision 4:10/17/2017
Page 4 of 8
QOTRINIWIERD
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD 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 for use in FBC HVHZ jurisdictions or others adopting FBC HVHZ requirements.
5.3 Fire classification is not part of this evaluation;refer to FBC 1516 or listing by an approved testing agency for
fire rating of this product.
5.4 Reference is made to FBC 1512.4.2.4 regarding field testing of completed tile roof installations.
5.5 Applicant shall retain the services of an FBC listed, accredited laboratory to perform quarterly tests in
accordance with TAS 112,Appendix W.
5.6 Minimum underlayment shall comply with the RAS 118, RAS 119 or RAS 120, as applicable. Underlayment
products shall hold current Florida Statewide Product Approval or Local Approval for use in tile roof
assemblies in FBC HVHZ jurisdictions.
5.7 Minimum roof deck requirements shall be in accordance with applicable FBC HVHZ requirements.
5.8 All products in the roof assembly shall have quality assurance audit in accordance with the F.A.C. Rule
61G20-3.
6. INSTALLATION:
6.1 Entegra Concrete Roof Tiles may be mechanically fastened, mortar-set or adhesive-set. Installation shall
comply with manufacturer's current published instructions, but not less than the requirements of RAS 118,
RAS 119 or RAS 120,as applicable.
6.2 Attachment Calculations: Entegra Concrete Roof Tile shall be evaluated as a 'Moment-Based System' in
accordance with Roofing Application Standard RAS 127-11 using the data outlined herein.
TABLE 1:AERODYNAMIC MULTIPLIERS-I(i:T
Tile Batten Application Direct-Deck Application
Bermuda Flat 0.189 0.205
Plantation Flat 0.267 0.289
Horizon Flat 0.305 0.330
Bella High"5" 0.349 0.378
Estate"S" 0.267 0.289
Hacienda 0.267 0.289
Galena Spanish"S" N/A 0.235
Regal 0.287 0.311
TABLE 2:'RESTORING MOMENT.DUE TO GRAVITY_.M,(FT 13
Roof Slope(0)
Tile 2:12<0<3:12 3:12<0<4:12 4:12<0<5:12 5:12<0<6:12 6:12<0<7:12 0>7:12
Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
Bermuda Flat 5.22 6.43 5.17 6.37 5.09 6.27 4.98 6.15 4.86 6.00 4.72 5.83
Plantation Flat 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04
Horizon 7.60 8.32 7.52 8.24 7.41 8.12 7.26 7.95 7.09 7.76 6.89 7.55
Bella High"S" 6.19 6.89 6.11 6.80 5.99 6.67 5.85 6.51 5.68 6.33 5.50 6.13
Estate"S" 6.14 6.84 5.91 6.74 5.82 6.64 5.70 6.50 5.56 6.33 1 5.40 6.14
Hacienda 5.92 6.80 5.92 6.80 5.82 6.69 5.70 6.55 5.56 6.39 1 5.41 6.22
Galena Spanish"S" N/A 6.20 N/A 6.13 N/A 6.03 N/A 5.89 N/A 5.74 N/A 5.57
Regal 7.77 8.34 7.77 8.34 7.65 8.20 7.49 8.03 7.30 7.83 1 7.10 7.61
Exterior Research and Design,LLC. Evaluation Report E39310.11.11-1-R4
Certificate of Authorization#9503 647 EDITION(2017)FBC HVHZ EVALUATION FL7804-R10
Entegra Roof Tiles Revision 4:10/17/2017
Page 5 of 8
QOTRINITYIERD
TABLE 3A:.ATTACHMENT RESISTANCE EXPRESSED AS A MOMENT-MF(FT-LBF)
MECHANICALLY ATTACHED SYSTEMS
Fastener Direct-Deck Direct-Deck
(min.15/32" (min.19/32"
Tile Type # Size Shank Clip plywood) plywood) Battens
Nail One(1) 10d Smooth or Screw N/A 7.3 9.8 4.9
Nail Two(2) 10d Smooth or Screw N/A 14.0 18.8 7.4
Nail One(1) 10d Smooth or Screw Eave 19.0 19.0 22.1
Nail One(1) lod Smooth or Screw Field 24.3 24.3 24.2
Bermuda Flat, Nail Two(2) 10d Smooth or Screw Eave 31.9 31.9 32.2
Plantation Flat or Nail Two(2) 10d Smooth or Screw Field 35.5 35.5 34.8
Horizon Nail Two(2) 10d Ring N/A 30.9 38.1 17.2
Nail' Two(2)1 10d' Ring' N/A 50.3' 65.51 48.3'
Screw One(1) #8 N/A N/A 30.8 30.8 18.2
Screw Two(2) #8 N/A N/A 51.7 51.7 24.4
1Installation with a 4-inch tile headlap and fasteners located min.2Y.-inch from head of tile.
Nail One(1)2 10d Smooth or Screw N/A 8.82 11.82 4.12
Nail Two(2) 10d Smooth or Screw N/A 16.4 21.9 7.1
Nail One(1)2 10d Smooth or Screw Eave 19.02 19.02 22.12
Nail One(1)2 30d Smooth or Screw Field 24.32 24.32 24.22
Nail Two(2) 10d Smooth or Screw Eave 31.9 31.9 32.2
Estate"S"or Hacienda Nail Two(2) 10d Smooth or Screw Field 35.5 35.5 34.8
Nail Two(2) lod Ring N/A 27.8 37.4 28.8
Nail' Two(2)1 10d' Ring' N/A 43.0' 67.5' 50.91
Screw One(1)' #8 N/A N/A 25.82 25.82 22.92
Screw Two(2) #8 N/A N/A 47.1 47.1 49.1
1Installation with a 4-inch tile headlap and fasteners located min.2i4-inch from head of tile.
2 For one(1)fastener installations,utilize hole that is approximately 4'/<-inch from the interlocking edge.
Nail One(1) 10d Smooth or Screw N/A 5.1 6.8 2.8
Nail Two(2) 10d Smooth or Screw N/A 6.9 9.2 7.3
Nail One(1) 10d Smooth or Screw Field 23.1 23.1 19.0
Nail One(1) 10d Smooth or Screw Eave 29.3 29.3 24.0
Nail Two(2) 10d Smooth or Screw Field 27.6 27.6 38.6
Bella High"S",Galena Nail Two(2) 10d Smooth or Screw Eave 38.1 38.1 41.8
Spanish"S"or Regal
Nail Two(2) 10d Ring N/A 28.6 41.2 19.4
Nail' Two(2)1 10d' Ring' N/A 33.1' 48.1' 50.9'
Screw One(1) #8 N/A N/A 20.7 20.7 18.1
Screw Two(2) #8 N/A N/A 43.2 43.2 29.8
'Installation with a 4-inch tile headlap and fasteners located min.2%:-inch from head of tile.
Exterior Research and Design,LLC. Evaluation Report E39310.11.11-1-R4
Certificate ofAathorization#9503 6T"EDITION(2017)FBC HVHZ EVALUATION FL7804-R10
Entegra Roof Tiles Revision 4:10/17/2017
Page 6 of 8
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TABLE 4: ATTACHM_ ENT.RESISTANCE 6PRESSED°AS A MOMENT—MF(FT=LBF)
IVIO -
RTAR AND ADHESIVE.SET'SYSTEMS. ,
Nofe from Entegra Roof Tile,LLC: The.performance..data listed in'Table 4 are.based on the respective adhesive manufacturers test
reports and Miami-Dpde NOAs .Entegra.Roof Tile;LLC..relies upon'the adhesive'manufadurers to.provide`these values for our inclusion
in this FBC.HVHZ Evaluation Report:;. Please consult the individual.adhesive manufacturer_for information on product approvals,
1imitations,,reVl5lans.Or,Other;lnfarn1at10R for determining.Wind load:and.overturning.moment peifarrriOnCe ,
Tile Adhesive
Tile Product Product Approval Placement Mf(ft-lbf)
"TILE BOND TM"by Dow Chemical NOA 16-0222.01 Interdependent(2-paddy) 41
Bermuda "Touch N'Seal Storm Bond"by DAP Foam NOA 16-0421.03 Interdependent(2-paddy) 73
Flat, "Polyset®RTA-1"by ICP Adhesives&Sealants NOA 16-0315.03 Interdependent(2-paddy) 52
Plantation
Interdependent(2-paddy) 43
Flat zo "Polyset®AH-160"by ICP Adhesives& NOA 17-0322.03 independent medium add
Horizon Sealants p ( paddy,^30 g) 51
Independent(large paddy,—45 g) 92
"TILE BOND"'by Dow Chemical NOA 16-0222.01 Interdependent(2-paddy) 44
"Touch N'Seal Storm Bond"by DAP Foam NOA 16-0421.03 Interdependent(2-paddy) 42
Estate"S"or "Polyset®RTA-1"by ICP Adhesives&Sealants NOA 16-0315.03 Interdependent(2-paddy) 44
Hacienda "Polyset®AH-160"by ICP Adhesives& Interdependent(2-paddy) 50
Sealants NOA 17-0322.03 Independent(medium paddy,—30 g) 37
Independent(large paddy,—54 g) 61
Mortar Various Per RAS 120 21
"TILE BOND`by Dow Chemical NOA 16-0222.01 Interdependent(2-paddy) 48
"Touch N'Seal Storm Bond"by DAP Foam NOA 16-0421.03 Interdependent(2-paddy) 52
Bella High "Polyset"RTA-1"by ICP Adhesives&Sealants NOA 16-0315.03 Interdependent(2-paddy) 36
"S",Galena
Interdependent(2-paddy) 30
Spanish"S" "Polyset®AH-160"by ICP Adhesives&
or Regal Sealants NOA 17-0322.03 Independent(medium paddy,^30 g) 49
Independent(large paddy,—63 g) 94
Mortar Various I Per RAS 120 25
7. LABELING:
7.1 Each unit shall bear the imprint and/or identifiable marking of the manufacturer's name or logo,as detailed
below. Tile lots shall be labeled in accordance with the requirements of the Accredited Quality Assurance
Agency noted herein.
and/or
N T [R R R
Labeling:Bermuda Flat,Plantation Flat,Estate"S",Bella High"S",Galena Spanish"S"
I
Exterior Research and Design,LLC: Evaluation Report E39310.11.11-1-R4
CertiTicate ofAutharization#9503 6T"EDITION(2017)FBC HVHZ EVALUATION FL7804-R10
Entegra Roof Tiles Revision 4:10/17/2017
Page 7 of 8
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and/or
n on
Labeling: Horizon Flat,Hacienda,Regal
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Plant Profiles
Okeechobee,FL Bermuda Flat,Plantation Flat,Estate"S",Bella High"S",Galena Spanish"S"
Ft. Myers,FL Horizon Flat,Hacienda
Deerfield Beach, FL Horizon Flat,Hacienda, Regal
10. QUALITY ASSURANCE ENTITY:
PRI Construction Materials Technologies, LLC.—QUA9110;(813)621-5777
-END OF EVALUATION REPORT—
Exterior Research and Design,U.C. Evaluation Report E39310.11.11-1-R4
Certificate of Authorization#9503 6'EDITION(2017)FBC HVHZ EVALUATION FL7804-R10
Entegra Roof Tiles Revision 4:10/17/2017
Page 8 of 8
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ProdudAvoroval Menu>Product or Application Search>Application Llst>Application Detail Q�
FL# FL5259-R28 V ®vk
Application Type Revision �_ ■�� �`"
Code Version 2017
Application Status Approved G®
®®r %3 �v
Comments B.
Archived C ��
Product Manufacturer POLYGLASS USA
Address/Phone/Email 1111 W.Newport Center Drive
Deerfield Beach,FL 33442
(954)233-1330 Ext 242_
maipert@polyglass.com
Authorized_Signature. Maury Alpert.
malpert@polyglass.com
Technical Representative Maury Alpert
Address/Phone/Email 1111 W.Newport Center Drive
Deerfield Beach,FL 33442
(912)429-8610
MA1pert@polyglass.com
Quality Assurance Representative Ariel Lender
Address/Phone/Email 1111 W.Newport Center Drive
Deerfield Beach,FL 33442
(954)233-1230
ALender@polyglass.com
Category Roofing
Subcategory Underiayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation.Report-Hardcopy Received.
Florida Engineer.or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 09/13/2021
Validated By John W.Knezevich,PE
Lzj Validation Checklist-Hardcopy Received
Certificate of Independence FL5259 R28 COI 2018 01 COI NIEMINEN.odF
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM D226 2009
ASTM D4798 2011
ASTM D6164 2011
ASTM D6222 2011
FM 4474 2011
FRSA/TRI April 2012 2012
UL 1897 2012
I
https://vvww.floridabuilding.Org/pr/pr app_4tl.aspx?paramwGEVXQWtDgvbSgAaZp3Crk... 2/5/2019
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` Florida Building Code Online Page 2 of 2
i
Equivalence of Product Standards
Certified By
j
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 01/24/2018
Date Validated 01/29/2018
Date Pending FBC Approval 01/30/2018
Date Approved 04/10/2018
Summary of Products
' FL O Model,Number or Name Description
5259.1 Polyglass Roof Roofing underlayments
Underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5259 R28 II 2018 OS FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
Approved for use outside HVHZ:Yes R28.ndf.
Impact Resistant:N/A Verified By:Robert Nieminen PE-59166
Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes
Other:1.)The design pressure in this Evaluation Reports
application relates to one particular. FL5259 R28 AE 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
underlayment system(over concrete deck) R28.odf
for use under foam-on tile systems(where Created by Independent Third Party:Yes
the underlayment forms part of the load-
path).Refer to ER Section 5.6.4.forother
systems,other types and associated
maximum design pressures.2.)Refer to ER
Section 5 for other limits of use.
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MEMO I 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 P12060.02.09-1124
1111 West Newport Center Drive FL5259-1128
Deerfield Beach, FL 33442 Date of Issuance:02/24/2009
(954)2334230 Revision 24:01/24/2018
SCOPE:
This Evaluation Report is issued under Rule 61620-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P:E.
for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: Polyglass Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named, client constitutes agreement to notify Robert Nieminen, P.E. of any Changes to the
product(s), the Quality Assurance or the production facility location(s). MEMO I etc. requires a complete review of this
's Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOletc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then.it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and.shall.b.e available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 14.
Prepared by:
Robert J.M.Nieminen,P.E. = sTa- 'nrr
The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166 Florida DCA ANE1983
P.E.on 01/24/2018. This does not serve as an electronically
✓d�'��;s���,"' signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMOIetc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates..
2. 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 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.
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NNEMOJetc.
ROOFING COMPONENT EVALUATION:
1: SCOPE:
Product.Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
following sections of the 6th Edition (2017) Florida_Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set.forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Uplift FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1507.2.3/1507.1.1 Physical Properties ASTM D226 2009
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012 2012
1507.11.2 Physical Properties ASTM D6164 2011
1507.11.2 Physical Properties ASTM D6222 2011
TAS 110 . Accelerated Weathering ASTM D4798 2011
3. REFERENCES:
Entity Examination Reference Date
FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000
PRI(TST 5878) Physical Properties PRI01111 04/08/2002
PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002
PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002
PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002
PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002
PRI(TST 5878) Physical Properties PUSA-018-02-01 07/14/2003
PRI(TST-5878) Physical Properties PUSA-028-02-01 07/13/2005
PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006
PRI(TST 5878) Physical Properties PUSA-035-02-01 09/29/2006
PRI(TST 5878) Physical Properties PUSA-055-02-02 12/10/2007
PRI(TST 5878) Physical Properties PUSA-061-02-02 01/28/2008
.PRI(TST5878) Physical Properties PUSA-076-02-01 02/22/2008
PRI(TST 5878) Physical Properties PUSA-083-02-01 04/14/2008
PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009
MTI(TST 2508) Physical Properties JX20H7A 04/01/2008
MTI(TST 2508) Physical Properties RX14E8A 01/29/2009
ERD(TST 6049) Physical Properties 11752.09.99-1 '62/08/2000
ERD(TST 6049) Wind Uplift 11757.08:01-1 08/13/2001
ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003
ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003
ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007
ERD(TST 6049) Physical Properties P5110.04.07-1 04/11/2007
ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008
ERD(TST 6049) Physical Properties 1313450.08.09 08/13/2009
ERD(TST 6049) Wind Uplift P30540.11.05-111 11/30/2009
ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009
ERD(TST 6049) Wind Uplift 1311030.11.09-2 11/30/2009
ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009
ERD(TST 6049) Physical Properties P33360.06.10 06/25/2010
ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011
ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011
ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011
NEMO ETC;LLC: Evaluation Report P12060.02.09-R24
Certificate ofAuthorization#32455 67H EDITION(2017)FBC NON-HVHZ EVALUATION FL5259•1128
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 2 of 14
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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 P39680.03.13 03/04/2013
ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013
ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013
ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013
ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD(TST 6049) Wind Uplift P11751.05.03-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 P46526.10.14 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-SC12025.10.16 10/12/2016
ERD(TST 6049) Physical Properties PLYG-SC13040.12.16 12/27/2016
ERD(TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017
ERD.(TST 6049) Physical Properties PLYG-SC12115.08.17' 08/08/2017
ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014
Miami-Dade(CER 1592) HVHZ Compliance 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
4. PRODUCT DESCRIPTION:
41 Mechanically Fastene8_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 Se)f;Adfiering Underlayments.
4.2.1 Polysticic 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.
MEMO ETC,LLC Evaluation Report P12060.02.09-R24
Certifcate'ofAUthorizotion 1132455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
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4.2.4 Polystick TU P is, a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester
reinforced,with a granular surface;meets FRSA/TRI April 2012.
i
4.2:5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester
fabric surface;meet's 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 ProT" 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 April 2012.
4.2.9 Polystick MU-X is a nominal 54-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section
5.8).
4 3 Mechanically:Fastened and[or Bonded Underlayments:: '. W.
4.3.1 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.
4.12 Elastoflex S6 G and Elastoflex S6 GFR 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 mechanicallyfastened or adhered tile roof systems. Elastoflex S6 G FR-is for use as an
alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath
mechanically fastened tile roof systems.
4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
Polyflex G is for use as an alternate to Heat Applied "Cap Sheet" in the"Two Ply System"from FRSA/TRI April 2012
(04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat
Applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
5. 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 isnot for use in the HVHZ. '
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced [
within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for !
approval based on this evaluation combined with supporting data for the prepared roof covering.
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NEMO ETC,LLC. Evaluation Report P12060.02.09-R24 F
Certificate of Authorization 1132455 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments,(954)233-1230 Revision 24:01/24/2018
Page 4 of 14
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5.5
Allowable Roof Covers:
'' TABLE:1 ROOF COVER OPTIONS:;,
Wood Shakes
Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal &Shingles Slate
Elastobase Yes Yes Yes Yes Yes Yes
(Base sheet in 2-ply system) (Base Sheet in 2-ply system)
Elastobase Pyes Yes Yes Yes Yes Yes
(Base Sheet in 2-ply system) (Base Sheet In 2-ply system)
Polyglass G2 Base No Yes Yes No No No
(Base Sheet in 2-ply system) (Base Sheet in 2-ply system)
Polygiass 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 Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes
Polystick TU Max No Yes Yes (See 5.5.1). Yes No No
Polystick Dual Pro Yes No No Yes Yes Yes.
Polystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes
Polystick MU-X Yes No No Yes Yes Yes
Elastoflex S6 G Yes Yes Yes (See 5.5.1) No Yes Yes
Elastoflex S6 G FR' Yes Yes No No Yes Yes
Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes
Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes
Polyflex G FR Yes Yes No No Yes Yes
Polyflex SAP or SAP FR Yes Yes Yes (See 5.5.1) No Yes Yes
Mule-Hide SA APP Cap Sheet Yes Yes Yes (See 5.5.1) No Yes Yes
or SA-APP Cap Sheet(FR)
5.5.1 "Foam-On Tile"is-limited to use of the following Approved tile adhesives/underlayment combinations.
TABLE 1A:ALLOWABLETILE ADHESIVE/-UNDERLAYMENT COMBINATIONS-
Adhesive Florida Product Underlayments
Approval
DAP Foam Touch'n Seal StormBond Roof FL14506 Polystick TU Plus,Polystick TU Max
Tile Adhesive
Dow TleBond FL2252S 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 SG G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR,
Mule-Hide SA-APP Cap Sheet or Mule-H)de SA-APP Cap Sheet.(FR)
Polystick TU P,Polystick TO Plus,Polystick TU Max,Polystick Tile Pro,
ICP Adhesives Polysets RTA-1 FL6276 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)
I Refer to Tile Manufacturer's orAdhesive Manufacturers Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certi1cote of Authorization#32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION 1`1_5259-1128
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Pages of 14
NNEMOJetc.
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:
➢ New untreated plywood;ASTM D41 primed new untreated plywood; Existing plywood;ASTM D41 primed existing
plywood; New or existing, unprimed OSB; ASTIVI 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 S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ ASTM D41 primed.structural concrete.
Polyflex G or Polyflex G FR torch-applied to:
➢ ASTM D41 primed structural concrete.
5.6.2 Bond-to-Insulation:
Polystick(all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)self-adhered
to:
➢ ASTM C1289, Type 11, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard;Dens Deck Prime;or SECUROCK Gypsum-Fiber Roof-Board.
Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
Polyflex G or Polyflex G FR torch-applied to:
➢ ASTM D41 primed structural concrete;Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements-of the prepared roof covering manufacturer's Product Approval. For installations under 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:
➢ ASTM D226,Type I or II felt;Elastobase;Elastobase P or Mule-Hide Nall Base.
Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ ASTM D226,Type I or II felt;Elastobase;Elastobase P,Mule-Hide Nail-Base or Polyglass G2 Base.
Polyflex G or Polyflex G FR torch-applied to:
➢ Elastobase;Elastobase P,Mule-Hide.Nail Base,Polyglass G2 Base or Polyglass APP Base.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For installations under foam-on tile systems, base layer shall be attached .per minimum
requirements of FRSA/TRI April 2012(04-12),Appendix A,Table 1,or as listed in-Section 5.6.4 herein, or as tested in
accordance with FBC Section 1504.3.1.
NEMO ETC,LLC. Evaluation Report P12060.02.09-1124
Certificate of Authorization#32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underla-Ments;(954)233-1230 Revision 24:01/24/2018
Page 6 of 14
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5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address.wind upliftresistance of all underlayment systems beneath foam-on tile systems, where the underlayment
forms part of the!load-path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012(04-12)and are used in foam-on the applications. Maximum Design Pressure is.the
result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure
divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-
12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide:SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#2 Maximum Design Pressure=-97.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x
1'/<"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c.
#3 Maximum Design Pressure=-105 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB;3000
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide.SA-APP Cap Sheet(FR),self--adhered and back-nailed within the selvedge-edge side laps using 12 ga.x
1%"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c.
#4 Maximum Design Pressure=-135 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional)PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#5 Maximum Design Pressure=-315 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100orASTMD41
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P, Polystick TU Plus,Polystick TU Max,Tile Pro,Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap
Sheet and Mule-Hide SA-APP Cap Sheet(FR);self-adhered.
#6 Maximum Design Pressure=-622.5 psf:
Deck: Structuralconcrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#7 Maximum Design Pressure=-30.0 psf*:
Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.257inch 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,LLC. Evaluation Report P32060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.5259-1128
Polyglass Roof Underlayments,(954)233-1230 Revision 24:01/24/2018
Page 7 of 14
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#8 Maximum Design Pressure=-37.5 psf*:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,PolyflexSAP FR,Mule-Hide SA-APP-Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#9 Maximum Design Pressure=-37.5 usf*:
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 S6 G,applied in full mopping of hot asphalt.
#10 Maximum Design Pressure=-45 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)layer ASTM D226,Type II felt
Fasteners: 11 ga.,x 1.25-inch x 3/9-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 TO,applied in full mopping of hot asphalt.
411 Maximum Design Pressure=-45 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority-HavingJurisdiction.
Base Sheet: Two(2)layers ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G.TU or Elastoflex S6 G,applied in full mopping of hot
asphalt.
#12 Maximum Design Pressure=-45 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap).
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex-G,torch-applied.
#13 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or-Polyflex G,torch-applied.
#14 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c.at the 3-inch-wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU 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.
i
MEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 8 of 14
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MEMO 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 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#16 Maximum Design Pressure=-60 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top-surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps.
Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#17 Maximum Design Pressure=-60 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase.(sanded top surface for hot-asphalt or torch=applied.cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip with OMG 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 TO or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#18 Maximum Design Pressure=-67.5 psf:
Deck: Min.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: 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 Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: Dekfast#14 with Dekfast Hex plates, OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MARX Cap
Fasteners
Spacing: 10-inch o.c.at the 4-inch wide side laps and 10-inch ox.at three(3)equally spaced staggered center rows. j
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: j
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. j
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MARX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at tii✓o:(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Pblyflex G,torch-applied.
#21 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. j
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 j
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. i
#22 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. i
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt.
I
MEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 9.of 14 !
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#23 Maximum Design Pressure=-90 psf:
Deck: Min.1S/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
CMG Flat.Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 9-inch,o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex 56 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 i-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-APP Cap Sheet(FR),self-adhered.
#25 Maximum Design Pressure=-105 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex G TU.or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#26 Maximum Design Pressure=-112.5 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Primer: PG100 or-ASTM D41 primer at all tin-caps
Base Ply: Polystick MTS or Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU.Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap'Sheet(FR),self-adhered.
#27 Maximum Design Pressure=-120 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap.or poly-film surface for torch-applied cap)
Fasteners: CMG 412 Standard Roofgrip or CMG#14 Heavy Duty with OMG 3"Round Metal Plates or CMG 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=-120 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.1 All other direct-deck, adhered Polyglass underiayment systems beneath foam-on tile systems carry a Maximum
Design Pressure of-45 psf.
MEMO ETC,LLC. Evaluation Report P12060.02:09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlaymerits;(954)233-1230 Revision 24:01/24/2018
Page 10 of 14
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5.6.4.2 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed
that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A: i
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design j
pressure determined in accordance with OBC 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. j
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. i
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. r
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 j
set forth in Section 4.3,.Note 1 of ASTM D1970-15,should be established as to slip resistance.
5.9 Tile Slippage Limitations(FRSA/TRI April 2012(04-12)):
When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABLE2,TILE SLIPPAGE LIMITATIONS'FOR:DIRECT-DECK TILE.INSTALLATIONS
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 MTS or NITS PLUS Flat 6-tile stack(4 over 2) 5:12
Lugged 6-tile stack(4 over 2) 4:12
Polystick Tile Pro Flat or Lugged &tile stack(4 over 2) 7:12
Flat 6-tile stack(4 over 2)-or 10-tile stack 7:12
Polystick TU Max Lugged 6-tile stack(4 over 2) 7:12
Lugged 10-tile stack 6:12
Polystick TU P Flat 6-tile'stack(4 over 2) 6:12
Lugged 6-tile stack(4 over 2) 4:12
Polystick TU Plus Flat or Lugged 6-tile stack(4 over 2) 7:12
Flat or Lugged 10-tile stack 6:12
Polyflex G or G FR Flat or Lugged 6 the stack(4 over 2) 4:12
Polyflex SA P or SA P FR Flat or'Lugged 6-tile stack(4 over 2) 4:12
NEMO ETC,U.C. Evaluation Report P32060.02.09-R24
Certificate of Authorizotion#32455 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments;(954)23371230 Revision 24:01/24/2018
Page 11 of 14
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6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation.requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application,and prime the substrate(if applicable).
6 3 Elasfobase,;Elastobase P or.Mule Hide Nail Base
6.3.1 Non-Tile Applications:
Shall be installed in compliance with the codified requirements for ASTM D226,Type II underlayment in FBC Table
1507.1.1 for the type of prepared roof'covering to be installed.
Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA
P FR, Mule-Hide SA-APP Cap.Sheet or SA-APP Cap Sheet (FR), self-adhered, Elastoflex G TU, Elastoflex S6 G or
Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex.G FR,torch applied. Roof cover limitations are those are
those associated with the top-layer underlayment,as set forth in Table 1.
6.3.2 Tile Applications:
Elastobase,Elastobase P or Mule-Hide Nail Base are limited to use as a mechanically attached base sheet in the"Two
Ply System"from FRSA/TRI April 2012(04-12). Reference is made to Table 1 and Section 5.6.4 herein,coupled with
FRSA/TRI April 2012(04-12)Installation Manual.
5 4 Polystick MTS,MTS.PLUS,IR Xe,-TU'P' 4'U:Plus-TU.M,a-x Dual Pro;.Tile-Pro or MU=X or Polyflex SAP,Polyflex SAP:FR,:.
Mule-Hide SA:APP.Cap Sheet or Mule:Hide'SA-APkaip_Sheet(FR):
6.4.1 Shall be installed in compliance with.the codified requirements for ASTM D1970(except Polystick TU P) underlayment
in FBC Table 1507.1.1 for the type of prepared roof covering to be installed.
6.4.2 Direct-to-Deck with Mechanically Fastened Roof Covers:
All self-adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule-Hide SA-APP
Cap Sheet or SA-APP Cap Sheet(FR)should be back-nailed in selvage edge seam in accordance.with Polyglass/Mule-
Hide back nailing guidelines. Nails shall be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch
diameter metal disk or Simplex-type metal cap nail,at a minimum rate of 12"o.c. Polystick TU Plus should be back-
nailed using the above no 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 seahlap seams (selvage laps) must be ,
firmly rolled with a minimum 28 Ib. hand
roller to ensure full contact and adhesion.
For Dual Pro and Tile Pro, align the edge of
the top sheet to the end of the glue pattern � F
(the sheet will overlap the fabric). 4 :
f
,f
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"6
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,I.I.C. Evaluation Report P32060.02.09-R24
Certificate ojAuthorization#31455 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 12 of 14
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ISONEMOjetc.
Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or
Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the
Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be
installed in a water shedding manner.
All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a
minimum of 40-Ib weighted-roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied
for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 Ib roller)or small areas of the
roof that are not accessible to a large roller or broom.
6.4.3 Tile Applications(not allowed for Polystick Dual Pro,1R-Xe or Polystick MU-X):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions
noted above as a guideline.
For mechanically fastened tile roofing over 2-ply system,consisting of Base Sheet and self-adhering top sheet(s),Base
Sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1.
For adhesive-set tile applications,refer to Section 5.6.4 herein.
6.4.4 Two(2)Ply Underlayment Systems:
Polystick MTS or MTS PLUS followed by Polystick MTS,MTS PLUS,TU P,TU Plus,TU Max,Tile Pro,MU-X or Polyflex
SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with
the top-layer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired.
Polystick MTS or MTS PLUS followed by Polystick TU P,TU Plus,TU Max,Tile Pro or Polyflex SAP is allowable for use
under foam-on tile systems. Limits of use are those associated with the top-layer material. This is not a requirement,
but is allowable if a 2-ply underlayment system is desired.
6:5Elastoflex G'TW,Elastoflex S6 G.or Elastoflex 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 06380,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 the 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. PGolyflex `orPolyflex G FR:
6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in tile applications:
✓ Polyflex G is for use as an alternate to the Heat Applied"Cap Sheet"in the"Two Ply System"from FRSA/TRI April
2012(0442)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,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 13 of 14
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6.6.2 Polyflex G or Polyflex G FR shall be fully torch-applied to the substrates noted in Section 56. 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
ori all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail-
boards,to prevent tile sliding and/or damage to the underlaymerit 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 OA agency for information on product locations covered for F.A.C.61620-3 QA requirements. The following
plants have qualified products under their respective physical properties specifications.
Specificat)orr Product s
Fernley,NV,Hazleton,PA&Winter Haven,FL ASTM D1970 Polystick MU-X
Hazleton,PA M-D 13-0004 Elastoflex G TU
ASTM D1970 Polystick IR-Xe
Hazleton,PA&Winter Haven,FL ASTM D1970&FRSA/TRI April 2012 Polystick TU Plus
ASTM D1970&FRSA/TRI April 2012 Polystick TU Max
Tuscaloosa,AL ASTM D4601,Type II Polyglass G2 Base
ASTM D226(physicals) Elastobase,Elastobase P
ASTM D6509 Polyglass APP Base
: FRSA/TRI April 2012 Polystick MTS,Polystick MTS PLUS
FRSA/TRI April 2012 Polystick TU P
Winter Haven,FL FRSA/TRI April 2012 Polyflex SAP,Polyflex SA P FR
ASTM D1970 Polystick Dual Pro
ASTM D1970&FRSA/TRI April 2012 Polystick Tile Pro
ASTM D6164 Elastoflex 56,Elastoflex S6 G FR
ASTM D6222 I Polyflex G,Polyflex G FR
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;.(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
NEMO ETC,U.C. Evaluation Report P12060.02.09-1124
Certificate of Authorization 1132455 EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments,(954)233-1230 Revision 24:01/24/2018
Page 14 of 14