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ProIjct Ap rflY1 en > pro ct or AlaplEca i rt Se ch > _gpp;� Application Detail
FL #
FL5259-R31
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer
POLYGLASS USA
Address/Phane/Email
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1330 Ext242
ma [pert@polygiass.cvm
Authorized Signature
Maury Alpert
malpert@polyglass.com
Technical Representative
TECH REP
Address/Phone/Erna[[
1111 West Newport Center Drive
Deerfield Beach, FL 33442
(866)802-8017
uspolyglasstechnical@ polyglass,com
Quality Assurance Representative
QA REP
Address/Phone/Email
1111 West Newport Center Drive
Deerfield Beach, FL 33442
(888) 410-1375
uspolyglasstechn[cal@polyglass.com
Category
Roofing
Subcategory
Underlayments
Compliance Method
EValuation Report from a Florida Registered Architect or a Licensed Florlda
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/21/2027
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL5259R31 20�❑ 01
,COI Cal N;r MINEN.pdf
Referenced Standard and Year (of Standard)
Standard
Year
ASTM D1970
2015
ASTM D226
2009
ASTM D4798
2011
ASTM D6163
2015
ASTM D6164
2011
ASTM D6222
2011
ASTM D6509
2015
FM 4474 2011
FRSA/TRI, Sixth Edition 2018
UL1897 2015
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
10/22/2020
Date Validated
10/26/2020
Date Pending FBC Approval
11/01/2020
Date Approved
12/15/2020
Date Revised
12/21/2020
of Products
Model, Number or Description
Na me
5259.1 Polyglass Roof
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
underlayment system for use in the roof
systems. Refer to FR Section 5.8.3 for other
systems and associated maximum design
Pressures. 2.) Refer to ER Section 5 for
other limits of use.
L
Roofing underlayments
Installation Tnstruc*ions
EL5259 R 1 II 2920 09 3.0 FINAL ER p LYGLA 5 UND RLAYM NT F 59-
R31.p7 f
Verified By: Robert Nieminen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
F 259 R31 AE 20 09 30 FINAL ER POLYGLAUJUNDERLAYMENTSFL
IZD-
R 1•p�f
Created by Independent Third Party: Yes
Bark 11--
nS`tact Us :: 2601 Blair Stone Road. Tallahassee rL 32399 Phone -4 - 4
The State of Florida Is an AAIEEO employer. CCr t 200 - Sta f ride.:;ya Pri —cy SAY tement ; ; ACce Stat stun en
Under Florida law, emall addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please Contact 850.487-1395. ■Pursuant to Section 455-275(1),
Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.5. must provide the Department wlth an email address if they have one- The emails
provided may be used for official communication with the licensee. However email addresses are puhllc record. If you do not wish in supply a personal addrass, please
provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here
Product Approval Accept:
® Cl ® El
Credit
Safe
�4Y'U i"1t i';41 i-TFtli'ti
ALIL) MEMO I etc,
Certificate ofAuthorizatian #32455
!Kvv 353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
ENGINEER
EVALUATE TEST CONSULT
Polyglass USA, Inc. Evaluation Report P12060.02.09-R27
1111 West Newport Center drive FL5259-1131
Deerfield Beach, FL 33442
t954y 233-1330 Date of issuance: 02/24/2009
Revision 27: 09/30/2020
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 7'h Edition (2020) 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 and
FBC 1507.1.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality
Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our
Evaluation Reports by the named client constitutes agreement to notify MEMO ETC, LLC of any changes to the product(s), the
Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative
to updated Code requirements with each Code cycle.
ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMo1 etc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building official.
This Evaluation Report consists of pages 1 through 17.
Prepared by:
��,,.•,„i,�„„,,,--
Robert J.M. Nieminen, P.E.x�ti'S-f'TW
Florida Registration No. 59166, Florida MCA
ANE1983
The facsimile seat appearing was authorized by Robert Nieminen, P.E. an
OW:10�2020 Th' d
CERTIFICATION OF INDEPENDENCE' s ees not serve m as an electracally signed document.
1. NEMO ETC, LLC 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 ETC, LLC 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 NEMO ETC, LLC 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.
02019 MEMO ETC, LLC
ROOFING COMPONENT EVALUATION:
ONEMOletc.
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 7t�' Edition (2020) 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.
Section
Property
Standard
Year
1504.3.1
Wind resistance
FM 4474
2011
1504.3.1
Wind resistance
UL 1897
2015
1507.1.1 / R905.1.1
Material standard
ASTM D226
2009
1507.1.1, 1507.2A, 1507.2.9.2
Material standard
ASTM D1970
2015
R905.1.1, R905.2.8.2
1507.3.3 / R905.3.3
Material standard
FRSA/TRI, Sixth Edition
2018
1507.11.2 R905.11.2
Material standard
ASTM D6163
2015
1507.11.2 / R905.11.2
Material standard
ASTM D6164
2011
1507.11.2 R905.11.2
Material standard
ASTM D6222
2011
1507.11.2 / R945.11.2
Material standard
ASTM D6509
2015
TAS 110
3. REFERENCES:
Accelerated Weathering ASTM D4798
2011
Entity Examination
Reference
Date
f_ntlty
Examination
Reference
Date
FRO (TST 6049) Wind Uplift
11757,08.01-1
08/13/200I
ERD (TST 6C49)
30/90 physicals
PLYG-SC11900,03.17
03/10/2017
ERD (TST 6049) Wind Uplift
11776,06.02
01/16/2003
ERD (TST 6049)
TAS 103
PLYG-SC12115.08.17
08/08/2017
ERD (TST 6049) Wind Uplift
1`1740.01.07
O1/04/2007
ERD (TST 6049)
TAS 103
PLYG-SC13035.08.17
10/31/2017
ERD (TST 6049) ASTM D1970
P5110.D4.07-1
D4/11/2007
FM (TST 1867)
Wind Uplift
3004091
01/12/20D0
ERD (TST 6049) Wind Uplift
P9260.03.08
03/21/2009
ICC-ES (EVL 2396)
IBC Compliance
ESR-1697
04/01/2019
ERD (TST 6049) Wind Uplift
P30540.11.09-R1 11/30/2009
M-D (CER 1592)
HVHZ Compliance
NOA 17-0614,22
07/06/2017
ERD (TST 6049) Tensile Adhesion
P11030.11.09.1
11/30/2009
MTI (TST 2508)
ASTM D4798
1X2OH7A
04/01/2008
ERD (TST 6049) Wind Uplift
P11030.11.09-2
11/30/2009
MEMO (TST 5D49)
ASTM D1970
4-PLYG-18-0D4.03.18
03/29/2018
ERD (TST 6049) ASTM 04977
P11030.11.09-3
11/30/2009
NEMO (TST 6049)
Wind Uplift
4L-PLYG-18.003.01,19
01/11/2019
ERD (TST 6049) ASTM D1970
P33360.06.10
06/25/2010
NEMO (TST 6049)
ASTM D6163
4S-PLYG-18.002.01.19-A
01/24/2019
ERD (T5T6049) TAS 103
P33370.03.11
03/02/2011
NEMO (TST 6o49)
ASTM D6222
4S-PLYG-18-002.05.19-C
05/20/2019
ERD (TST 6049) Tensile Adhesion
P33370.04.11
04/26/2011
NEMO (TST 6D49)
ASTM D1970
4j-PLYG-I9-SSUDL-00.A
09/10/2019
ERD (TST 6049) ASTM D1970
P3730O.10.11
10/19/2011
NEMO (TST 6049)
TAS 103
4S-PLYG-18-004.10.19-G
10/08/2019
ERD {TST 6049) TAS 103
P40390.08.12-1
08/06/2D12
NEMO (TST 60491
TAS 103
45-PLYG-18-004.10.19-1
ID/DS/2019
ERD (TST 6049) Tensile Adhesion
P40390.08.12.2
08/07/2012
NEMO (TST 6049)
TAS 103
4S-PLYG-18-004.10.19-L
10/09/2019
ERD (TST 6049) Tensile Adhesion
C41420.09.12-3
09/11/2012
MEMO (TST 6D49)
TAS 103
4i-PLYG-I9-SSUDL-01.A
10/10/2019
ERD (TST 6049) Wind Uplift
P396SO.03.13
03/04/2013
NEMO (TST 6049)
TAS 103
45-PLYG-18.004.12,19-F
12/19/2019
ERD (TST 6049) ASTM D1970
P45370.04.13
04/26/2013
NEMO (TST 6049)
TAS 103
41-PLYG-19-S5UDL-02.A
01/02/2020
ERD (TST 6049) Wind Uplift
P1738.02.07-R2
04/29/2013
NEMO (TST 6049)
ASTM D1970
45-PLYG-18-004.01.20.11
01/14/2020
ERD (TST 6049) Wind Uplift
11757,04.01-1-RI 04/30/2013
NEMO (TST 6049)
ASTM D1970
45-PLYG-18.004.01.201
01/14/2020
ERD (TST 6049) ASTM 05164
P37590.03.13-3A
05/06/2013
NEMO (T5T 5049)
TAS 103
45 PLYG-18.004.01.20.A
01/16/2020
ERD (TST 6049) ASTM D6509
P37590.03.13-1-R1 06/26/2013
NEMO (TST 6049)
ASTM D5154
4S-PLYG-18-004.01.20.8
01/16/2020
ERD (TST 6049) Wind Uplift
P41630.08.13
08/06/2013
NEMO (TST 6049)
ASTM D6222
45-PLYG-18.002.12.19-I(-R1
01/07/2020
ERD (TST 6049) ASTM D4601
P45940,09,13
09/04/2013
NEMO (TST 6049)
TAS 103
PLYG-SC15S55.05.20.A
05/29/2020
ERD (TST 6D49) Wind Uplift
P11751.05.03-R1
11/26/2013
NEMO (TST 6049)
TAS 103
4i-PLYG-20-SSUDL-01
07/06/2020
ERD (TST6449) Wind Uplift
P11781.11.O3-RI
11/26/2013
NEMO (TST 6049)
ASTM D6222
4q-PLYG-19-55MBB-05.A
07/23/2020
FRO (TST 6049) 30/90 physicals
P45270.05.14
05/12/2014
NEMO (TST 6049)
ASTM D4798/01623
4j-PLYG-I9-SSUDL-05.A
09/10/2020
ERD (TST 6049) Tensile adhesion
6020.09.14.5
09/09/2014
NEMO (TST 6049)
ASTM D1970
4j-PLYG-2C-5SUDL-05.A
09/30/2020
ERD (TST 6049) Tensile adhesion
6020.09.1"
09/1)8/2014
NEMO (TST 6049)
TA5 103
4j-PLYG-20-5SUDL-05.0
09/30/2020
ERD (TST 6049) Tensile adhesion
P46520.10.14
10/03/2014
NEMO (TST 5049)
TAS103
41-PLYG-20-SSUDL-11
09/30/2020
MEMO ETC, LLC.
Certificate,ofAurhorLmdon N32455
7' EDITION (2020) FBC NON-HVHI EVALUATION
Evaluation Report P1206U.02.09-R27
Polyglass Roof Underlayments
FL5259-R31
Revision 27: 09/30/2020
Page 2 of 17
ONEMOletc.
Ent Examination
Reference Date
En
��li: E>caminativn Reference Date
ERD (TST 6049) ASTM D1970104798
P43290.10.14 10/17/2014
PRI (TST 5878) Tensile Adhesion PRI01111 D4/1)8/2002
ERD (TST 6049) TAS 103
ERD (TST 6049) Tensile
PLYG-SC7550.03.15 03/24/2015
PRI (TST 5878) TAS 103 PUSA-018-02-01 07/14/2003
adhesion
ERD (TST 6049) TAS 103
P40390,D4,15 04/03/2015
PRI (TST 5878) TAS 103 PUSA-035-02-01 09/29/2006
ERD (TST 6049) Wind Uplift
P44350,10.14-R1 05/18/2015
PLYG-sc89U5.05.16-1 05/17/2016
PRI (TST 5878) TAS 103 PUSA-055-02-02 12/10/2007
PRI (TST 5878) ASTM D6222
ERD (T5T6049) ASTM D1970
PLYG-sC10130.06.16.1 06/27/2016
PUSA-061-02-02 01/28/2008
PRI (TST 5878) ASTM D6154 PUSA-098-02.01 07/29/20D9
ERD (TST 6049) Tensile adhesion
PLYG-SC10130.06.15-2 06/27/2016
Polyglass USA P/L Affidavit Mule -hide Cross Ltg 03/01/2008
ERD (TST 604% TA5 103
ERD (TST 6049) ASTM D1970/D4798
PLYG-SC10130,06.16-3 06/27/2016
I Polyglass USA Materials Affidavit Polystfck Compound 08/18/2011
ERD (TST 6049) Wind Uplift
PLYG-SC8080.07.16 07/16/2016
PLYG-SC12025,10,15
UL (QUA9625) Quality Control Service Confirmation (FL) 09/13/2018
ERD (TST 5049) TAS 103
10/12/2016
UL (QUA9625) Quality Control Service Confirmation (T)Q 11/07/2019
PLYG-SC13040,12.16 IV27/2015
UL (QUA9625) Quality Control Florida BCIS Current
4. PRODUCr DESCRIPTION'
Product
Material Standard
Plants] Description
4.1 Elastobase
ASTM ❑6163
FL Fiberglass -reinforced, SIBS modified bitumen base sheet
4.2 Elastvbase P
ASTM D6164
FL Polyester -reinforced, 5BS modified bitumen base sheet
4.3 Elastoflex 56 G
ASTM D6164
FL, PA Polyester -reinforced, SBS modified bitumen cap sheet
FRSA/TRI09-18
4.4 Elastoflex S6 G FR
ASTM ❑6164
FL Polyester -reinforced, 5BS modified bitumen cap sheet
FRSA/TRI 09-18
4.5 HydraGuard Dual Pro
ASTM 01970
FL Nominal 60-mil thick dual -layer rubberized asphalt
waterproofing membrane, fiberglass reinforced, with a
Polyester fabric surface
4.6 HydraGuard Tile Pro
ASTM ❑1970
FL Nominal 60-mil thick dual -layer rubberized asphalt
FRSA/TR109-18
waterproofing membrane, fiberglass reinforced, with a
polyester fabric surface
43 Mule -Hide SA-APP Cap Sheet
ASTM D6222
FL Polyester -reinforced, APP modified bitumen cap sheet
FRSA/TRI 09-18
4.8 Mule -Hide SA-APP Cap Sheet ASTM D6222
FL Polyester -reinforced, APP modified bitumen cap sheet
(FR)
FRSA/TRI 09-18
4.9 Polyflex G
ASTM D6222
FL Polyester -reinforced, APP modified bitumen cap sheet for
FRSA/TRI 09-18
use as an alternate to Heat Applied "Cap Sheet" in the
"Two Ply System" from FRSA/TRI Florida High Wind
Concrete and Clay Roof Tile Installation Manual, Sixth
Edition beneath mechanically fastened or adhered tile
roof systems
4.10 Polyflex G FR
ASTM D6222
FL Polyester -reinforced, APP modified bitumen cap sheet for
FRSA/TRI 09-18
use as an alternate to Heat Applied "Cap Sheet" in the
"Two Ply System" from FRSA/TRI Florida High Wind
Concrete and Clay Roof Tile Installation Manual, Sixth
Edition beneath mechanically fastened tile roof systems
4.11 Polyflex SA P
ASTM D6222
FL, TX Polyester -reinforced, APP modified bitumen cap sheet
FRSA/TRI 09-18
4.12 Polyflex SA P FR
ASTM D6222
FL, TX Polyester -reinforced, APP modified bitumen cap sheet
FRSA/TR109-18
4.13 Polyglass Base
ASTM D6509
FL Fiberglass -reinforced, APP modified bitumen base sheet
4.14 Polyglass G2 Base Sheet
ASTM D4601
AL Fiberglass -reinforced, asphaltic base sheet
NEiMO ETC, LLC.
Evaluation Report P12050.02.09-RZ7
CertifrcateofAuthorization #32455
7T4 EDITION (2020) FBC NON -HVHZ EVALUATION FL5259-R31
Polyglass Roof Underlayments Revision 27: 09/30/2020
Page 3 of 17
ONEMOIetc.
Product
Material Standard
Plant(s)
Description
4.15
Polystick IR-Xe
ASTM D1970
FL, PA, TX
Nominal 60-mil thick rubberized asphalt waterproofing
membrane, glass fiber reinforced, with an aggregate
surface
,4.15
Polystick MT5 Pius
ASTM D1970
FL, NV,
Nominal 60-mil thick rubberized asphalt waterproofing
FRSA/TRI 09-18
PA, TX
membrane, glass fiber reinforced, surfaced with
polyolefinic film surface
4.17
Polystick Mu-X
ASTM D19701
FL, NV, PA
Nominal 54-mil thick dual -layer rubberized asphalt
waterproofing membrane, fiberglass reinforced, with a
polypropylene film surface
4.18
PolystickTU Max
ASTM D1970
Ft, PA, TX
Nominal 60-mil thick rubberized asphalt waterproofing
FRSA/TRI 09-18
membrane with a 190 g/M2 polyester fabric surface
4.19
Polystick TU P
FRSA/TRI 09-18
FL, PA, TX
Nominal 130-mil thick rubberized asphalt waterproofing
membrane, glass-fiber/polyester reinforced, with a
granular surface
4.20
Polystick TU Plus
ASTM D1970
FL, PA, TX
Nominal 80-mil thick rubberized asphalt waterproofing
FRSA/TRI 09-18
membrane, glass fiber reinforced, with a polyester fabric
surface
4.21
Polystick XFR
ASTM ❑1970
NV, TX
Nominal 80-mil thick rubberized asphalt waterproofing
FRSA/TRI 09-18
membrane, glass fiber reinforced, surfaced with a
textured film surface
5.1 This is a Building Code Evaluation. Neither NEWETC, LLC nor Robert Nieminen, P.E. are, in anyway, the Designer of Record for
any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless
retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami -Dade Counties).
5.3 This Evaluation Report pertains to above -deck roof components. Roof decks and structural members shall be in accordance with
FBC requirements to the satisfaction of the Authority Having Jurisdiction.
5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations
regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic
insulation.
5.5 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.
1 PolysVck Mt!-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 I of ASTM DI970-15, should be established as to slip resistance.
NEMO ETC, I.I.C.Evaluation Report P32060.02.09-R27
CenifkateofAurhoriratian #32455 7"' EDITION (2020) FBC NON-HVHI EVALUATION FL5259-R31
Polyglass Roof underlayments Revision 27: 09/30/2020
Page 4 of 17
5.6 Allowable Roof Covers: ONEMO I etc.
TABLE 1: ROOF COVER OPTIONS
Gay and Concrete Tile
Underlayment Shingles
(1507:3) Metal Sla� or Wood
«sora)
Meehan€cal Adhesive- Panels Shingles ShinglesType
Attach set (1sn�, r) (1507:5) (150.7) �i50e€) shakes (1sn7.9)
Elastol7ase
Yes Yes Yes Yes Yes Yes Yes Yes
(Alternate to (as Base sheet' [as Base Sheet, (Altemate to (Alternate to (Ahemane to
D226, Type Ill See 5.8.3] see 5.8.3 0226, Type II D226 IAlternate to °226, {Alternate to °226,
l YP } Type II} °225, Type Ill Type IIJ Type II]
Yes Yes Yes Yes Yes Yes Yes Yes
Elastobase P {Alternate to (as Base Sheet, (as Base sheet, (Ahernate to (Alternate to (Alternate to
0226, Type II} See 5.8.31 see 5.8.3} 0226, Type Ill 0226, Type II] D226, Type II} (Alternate
Type II} 226, (Alternate peto1022fi,
Yes Yes
Polyglass Base No (as Base sheet, (as Base Sheet, No No Na No No
See 5.8.3) See 5.8.31
Yes Yes
Polyglass G2 Base No (as Base Sheet, (as Base Sheet, No No No No No
See 5,8,3) See 5.83)
Elastoflex S6 G No Yes Yes No No No No
(See 5.6.11 No
Elastoflex S6 G FR No Yes No No No No No No
HydraGuard Dual Pro Yes No No Yes Yes Yes 0ofnt strips,
Yes
rips, 1507.1.1.3 UointWps, 1507,1.1.3
1R905.1-1.31 /R905.1.1.3]
HydraGuard Tile Pro Yes Yes Yes Yes Yes
(See 5.6.1] Yes Yes Yes (joint strips,1507. 1.1.3 (joint strips, 1507-1-1-3
I R90S.1.1-3} R905. i.1 3}
Mule -Hide SA-APP Cap Sheet No Yes Yes No No No No N°
(See 5.6.1)
Mule -Hide SA-APP Cap Sheet (FR) No Yes Yes No No No No Na
(See 5.6-Ij
Polyflex G No Yes Yes No No No No
(See 5.6-1) No
Polyflex G FR No Yes No No No No No No
Polyflex: SA P No Yes Yes No No
(see 5.6.1y No No N°
Polyflex SA P FR No Yes Yes No No No No No
(See 5.6-1)
Polystick IR-xe Yes Na No No No Yes Yes Yes
(Joint strips, 150 A-2.3 pol nt strips, ism.1.1.3
1— 1 1 - I R905.1.13}
Polystick MTS Plus Yes Yes Yes Yes
No Yes Yes Yes (}ointstrips, 1507.1.1.3 {]pint strfps, 1507.1.1.3
1 R905.1-1.3) 1 R905.1.1.31
Polystick MU-X Yes Yes
Y Yes N❑ No Yes Yes Yes 00int strips, 7507.1.1.3 point strips, 1smi.1.3
/ R905.1.1.31 / R906.1.1.3]
PolystickTU Max No Yes Yes Yes Yes No Yes Yes
(See 5.6.I) (joint strips, 1507. I. 1.3 (joint strips, 1507.1.1.3
R905-1.1.3} I R905.1.1.31
Polystitk TU P No Yes Yes Yes Yes
(See 5.64) N° NO NO Doi nt strips, 1507-1.1.3 (foint strips, 1507.1.1.3
IR905.1.1.31 /R905.1.1.3J
Polystick TU Plus Yes Yes Yes Yes Yes
{see 5.6.1} Yes Yes Yes point strips, um.1.1.6 dolnt strips, 1507,1.13
1 R90.5.1.1.3J / R905.1.1.3]
Polystick XFR Yes Yes No Yes Yes Yes Yes Yes
{joint scrips, 507,1.1.3 {]Dint strkps, i5o7.1.1.3
/ R905.1.1.3} 1 R905.1.1.31
NEMO ETC, LLC.
CertPcate afAuthorrrvtion #3245s
71ry EDITION (2020) FEIC NON-HVHZ EVALUATION
Polyglass Roof Underlayments
Evaluation Report P1Z060.02.09-R27
FL5259-R31
Revision 27:09/3012020
Page 5 of 17
5.6.1 Adhesive -set the is limited to use of the following underlayment / tile -adhesive combinations.
ONEMOletc.
5.7 Allowable Substrates:
TABLE
2: SUBSTRATE
OPTIONS FflR ADHERED llrilnERLAYMENTS
Underlayment
Application
Substrates (designed
to meet wind loads for project)
Type
Primer
Material(s)
HydraGuard Dual Pro,
Deck /
(Optional) ASTM
plywood, 056, Southern Yellow Pine or Huber Engineered
HydraGuard Tile Pro, Polystick IR-
D41
Woods "ZIP System" Panels
Xe, Polystick MTS Plus, Polystick
sheathing
A5TM D41
structural concrete
MU-X, Polystick TU Max,
Polystick TU P, Pol stick TU Plus,
y y
self-
(Op#ions!}ASTM
ASTM C1289 Type Il Class 1 polyisocyanurate, ASTM
Polystick XFR, Mule -Hide SA-APP
adheringInsulation
D41 or WB-3000
C1289 Type V polyisocyanurate-composite, DensDeck
Cap Sheet, Mule -Hide SA-APP
Prime or SECUROCK Gypsum -Fiber Roof Board
Base Sheet
N/A
ASTM D226, Type II felt, Elastobase, Elastobase P or Mule-
Cap Sheet (FR), Polyfiex SA P or
Polyflex SA P FR
Hide Nail Base
Deck
ASTM 041
structural concrete
Elastoflex S6 G or Elastoflex S6 G
hot asphalt
insulation
(Optional)ASTM
D41
DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board
FR
Base Sheet
N/A
ASTM D226, Type II felt, Elastobase, Elastobase P, Mule -
Hide Nail Base or Polyglass G2 Base
Deck
ASTM 041
structural concrete
Pvlyflex G or Polyflex G FR
torch-
insulation
(Optional) ASTM
p41
DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board
applied
Base Sheet
N/A
Elastobase, Elastobase P, Mule -Hide Nail Base, Polyglass
G2 Base or Polyglass Base
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval far Overturning Moment Resistance Performance.
NEMO ETC, LLC. Evaluation Report P120150.02.09-1127
Certifficate of Authorization #32455 P EDITION (2020) FBC NUN-HVFII EVALUATION FL5259-R31
Polyglass Roof Underlayments
Revision 27: 09/30/2020
Page 6 of 17
5.8 Attachment Limitations: NNEM01 etc.
5.8.1 For use under mechanically attached NON -TILE prepared roof coverings, attachment shall be in accordance with the
manufacturer's installation instructions, but — for mechanically attached underlayments or base sheets - not less than FBC
1507.1.1 or R905.1.1.
5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation instructions, but —
for mechanically attached base sheets - not less than:
• FRSA/TRI Florida Nigh Wind Concrete and Cloy Roof Tile Installation Manual, 5ixth Edition, Appendix A, Table 1 (for Two -
Ply Asphalt Applied Hot Mop Underlayment)
or
■ Section 5.8.3 herein (for other underlayment systems),
5.8.3 Wind Resistance for Underla frren ?stems in Tile Roof A lications:
The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida Nigh
Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition. The Maximum Design Pressure is the result of testing
for wind load resistance based an 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).
5.83.1 Direct -to -Deck:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida Nigh
Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design
pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
#1 Maximum Design Pressure -52.5 sf:
Deck: APA rated, 7/15 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Joints: Min. 4-inch wide strips of Elastoflex SA-V over all OSB joints
Base Ply; Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#2 Maximum Design Pressure = -90 psf:
Deck: Min. 1S/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#3 Maximum Desi n Pressure = -97.5 sf:
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 Plus, self -adhered,
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x IX" ring shank
nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
#4 Maximum Design Pressure = -105 sf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 1X" ring shank
naiIsthrough 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
NEMD ETC, tLC. Evaluation Report P12060,02.09-R27
Certificate of Authorization #3.2455 7T" EDITION (2020) FBC NON-HVHI EVALUATION FL5259-R31
Pglyglass Roof Underlayments Revision 27. 09/30/2020
Page 7 of 17
#5 Maximum Design = -135 psf: ONEMOJPressure
etc,
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 Plus, self -adhered.
Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#6 Maximum Design Pressure = -315 sf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: HydraGuard Tile Pro, Mule -Hide SA-APP Cap sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR,
Polystick TU Max, Polystick TU P cr Polystick TU Plus, self -adhered.
#7 Maximum Design Pressure = -622.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Underlayment: Elastoflex Sfi G, applied in full mopping of hot asphalt or Polyflex G. torch -applied.
#8 All other direct -deck, adhered underlayment systems beneath the roof systems carry a Maximum Design Pressure of -45 psf.
5.8.3.2 Mechanically -Attached Base Sheet:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High
Wind Concrete and Clay hoof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical jhighestj design
pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design
pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones 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, Roofing Application Standard RAS 117 and Roofing
Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM
Loss Prevention Data Sheet 1-29 (February 2020) for enhancements.
#9 Maximum Design Pressure = -3Q.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 1.25-inch long 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 Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#10 Maximum Design Pressure = -37 5 nsf*;
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 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 Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#11 Maximum Design Pressure = -37 5 psf*:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: one (1) or two (2) layers ASTM D226, Type II 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 12-1nch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex S5 G, applied in full mopping of hot asphalt.
NEMO ETC, LLC. Evaluation Report P12060.02.09-1127
CertrFcare afAuthorizetion #32455 7r" EDITION 12020) F8C N0N-HVHZ EVALUATION FL5259-R31
Polyglass Roof Underlayments Revision 27:09/30/2020
Page a of 17
#12 Maximum desi n Pressure = -4S sf*; ONEMOletc.
Deck: Min. 19/32-1nch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) layer ASTM 13226, Type I 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 Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex 5A P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#13 Maximum desi n Pressure = -45 sf*:
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 Plus, self -adhered.
Underlayment; Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered or Elastoflex S6 G, applied in full mopping of hot asphalt.
#14 Maximum Desi n Pressure = 45 sf;
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 poiy-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 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#15 Maximum ❑esi n Pressure = -45A sf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 12 ga. annular ring shank nails with 1-5/8" diameter tin caps
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 Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
416 Maximum Design Pressure = -45.0 Dsf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase (sand top surface)
Fasteners: 12 ga. annular ring shank nails with 1-5/8" diameter tin caps
Spacing: 6-inch o.c, at the 3-inch wide side laps and 6-inch a.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt.
#17 Maximum Design Pressure =-45.017sf:
Deck: APA rated, 7/16 CAT, 0.418 ln„ Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction,
Base Sheet: Elastobase or Polyglass Base
Fasteners: 12 ga. annular ring shank nails with 1-5/8" diameter tin caps
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: Polyflex G, torch -applied.
#18 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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
NEMO ETC, LLC. Evaluation Report P32060.02.09-R27
Certificate afAuthorkution#32455 7" EDIT10N (2020) FSC NON-HVHI EVALUATION FL5259-R31
Polyglass Roof Underlayments Revision 27: 09/30/2020
Page 9 of 27
#19 Maximum Desi n Pressure = -52.5 Asf: fONEMOJetc.
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 MT5 Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#20 Maximum Desilgn Pressure =-52.5 sf:
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 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#21 Maximum Desien Pressure = -60 Iasf:
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 flinch wide side laps and 8-inch c.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#22 Maximum Design Pressure = -60 sf:
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 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied,
#23 Maximum Desi n Pressure = -60.0 sf:
Deck: APA rated, 7/16 CAT, 0,418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 8-inch O.C. at the 3-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer applied to stress plates.
Base Ply: (Optional) Polystick MTS Pius, self -adhered.
Underlayment; Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#24 Maximum Desi n Pressure = -60.0 sf:
Deck: APA rated, 7/16 CAT, 0.419 in., Exposure 1, OS sheathf ng to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase (sand top surface)
Fasteners: Simplex MAXX Cap Fasteners
Spacing; 8-inch o.c. at the 3-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G. applied in full mopping of hot asphalt.
#25 Maximum Design Pressure = -60.0 ncf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, ❑SB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Polyglass Base
Fasteners: Simplex MAXX Cap Fasteners
Spacing; 8-inch o.c. at the 3-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows,
Underlayment: Polyflex G, torch -applied.
NEMO ETC, LLC.
Cert&ute of Ruthorimtion #32455
7T" EDITION (2020) FBC NON-HVH2 EVALUATION
Polyglass Roof Underlayments
Evaluation Report P12060.02.09-R27
fL52S9-R31
Revision 27: 09/30/2020
Page 10 of 17
#26 Maximum l7esi n pressure fONEMOJetc.
Deck: Min. 1S/32-inch plywood to meet project requirements to satisfaction of Authority having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass Base (requires use of torch -applied Underlayment)
Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at four (4) equally spaced staggered tenter rows.
Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt ortorch-applied or Polyflex G, torch -applied.
#27 Maximum Desilrn Pressure
Qeck; APA rated, 19�32 CAT, D.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width direction of the sheet.
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.
Primer: (Optional) PG100 or ASTM D41 primer applied to stress plates.
Base Ply: (Optional) Polystick MT5 Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FIR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#28 Maximum Desi n Pressure = -67.5 sf:
Deck: APA rated, 19/32 CAT, 0,578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase (sand top surface)
Fasteners; TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width direction of the sheet.
Spacing: 12-lnch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows,
Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt.
#29 Maximum Desi n Pressure = -67.5 psf:
Deck: APA rated, 19/32 CAT, 0.578 in„ Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase or Polyglass Base
Fasteners: TRU FAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180° into the holes of the plate, parallel to
the width direction of the sheet.
Spacing: 12-inch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2) equafiy spaced staggered center rows.
Underlayment: Polyflex G, torch -applied.
#30 Maximum Design Pressure =-75 psf;
Deck: Min. 15132-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass Base (requires use of torch -applied Underlayment)
Fasteners; Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galva lume Steel Plates, OMG Roofgrip #14 with OMG Flat
Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAxX Cap Fasteners
Spacing: 10-inch o.c. at the 4-inch wide side laps and 10-inch ❑.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G. applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
#31 Maximum Design Pressure = -90 sf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction,
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAxx Cap Fasteners
Spacing: 6-inch o.c, at the 2-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#32 Maximum Design Pressure = -913 sf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction,
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastafex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
NEMO ETC, LLC. Evaluation Report PIZ060.02.09-1127
Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R31
Polyglass Roof Underlayments Revision Z7: 09/30/2020
Page 11 of 17
#33 Maximum Design Pressure = -90 sf: fONEMOJetc.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase {sanded tap surface}
Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt.
#34 Maximum Desian Pressure = -90 qsf;
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass Base (requires use of torch -applied underlayrnent)
Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steef Plates, OMG Roofgrip #14 with OMG Flat
Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners
Spacing; 9-inch o.c. at the 4-inch wide side laps and 9-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex S5 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
#35 Maximum Design Pressure = -90.0 sf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSS sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width -direction of the sheet
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.
Primer: PG100 or ASTM D41 primer applied to stress plates.
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FIR), Polyflex SA P, Polyflex SAP Fi7, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#36 Maximum Design Pressure = -90.0 sf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase (sand top surface)
Fasteners; TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180° into the holes of the plate, parallel to
the width -direction of the sheet
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 S6 G, applied in full mopping of hot asphalt.
#37 Maximum Design Pressure = -90.0 qsf:
Deck; APA rated, 7/16 CAT, 0.418 in., Exposure 1, OS sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Polyglass Base
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width -direction of the sheet
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: Polyflex G, torch -applied.
#38 Maximum Desi n Pressure = -97.5 sf:
❑eck: 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: (Optionai) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FIR), Polyflex 5A P, PoWlex SA P FIR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
NEMO ETC, LLC.
Certificate of Authwizoiion #32455
7- EDITION (2020) FBC NON-HVH2 EVALUATION
Polyglass Roof Underlayments
Evaluation Report P12060.02.09-11127
FLS259-R31
Revision 27: 09/30/2020
Page 12 of 17
#39 Maximum Design Pressure = -97.5 psf: NNEMOletc.
Deck: APA rated, 19/32 CAT, 0,578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: Simplex MAXX Cap Fasteners
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 applied to stress plates.
Base Ply: (Optional) Polystick MTS Plus, self -adhered,
Underiayment. Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#40 Maximum Design Pressure = -97 5 psf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase (sand top surface)
Fasteners: Simplex MAXX Cap Fasteners
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.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt.
#41 Maximum Design Pressure _= -97 5 psf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase or Polyglass Base
Fasteners: Simpiex MAXX Cap Fasteners
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.
Underlayment: Polyflex G, torch -applied.
#42 Maximum Desii2n 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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#43 Maximum Design Pressure = -105 ❑ psf:
Deck:
APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet:
Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners:
TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width -direction of the sheet
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.
Primer:
PG100 or ASTM D41 primer applied to stress plates.
Base Ply:
(Optional) Polystick MTS Plus, self -adhered.
Underlayment:
Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#44 Maximum Design Pressure = -105.0 nsf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, 05B sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase (sand top surface)
Fasteners: TRU FAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width -direction of the sheet
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 S6 G, applied in full mopping of hot asphalt.
NEMO ETC, EEC' Evaluation Report P12060.02.09-R27
Certificate afAutharfxatien#32455 P EDITION (2020) FBC NON-HVH2 EVALUATION FL5259-R31
Polyglass Raof Underlayments Revision 27: 09/30/2020
Page 13 of 17
#45 Maximum Design Pressure = -105.0 psf: ONEMOletc.
Deck: APA rated, 7/16 CAT, 0.4181n., Exposure 1, OS sheathing to meet project requirements to satisfaction of Authorlty Having
Jurisdiction.
Base Sheet: Elastobase or Polyglass Base
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width -direction of the sheet
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: Polyflex G, torch -applied.
#46 Maximum Design Pressure = -112.5 sf:
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 Plus, self -adhered
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#47 Maximum Design Pressure = -120 sf:
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 CMG 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 (S) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#48 Maxlmum Desil7n Pressure = -120 sf:
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: Flastoflex 56 G, applied in full mopping of hot asphalt.
#49 Maximum Design Pressure = -127.5 psf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with one (1) screw per plate, in the center hole.
Spacing: 9-inch o.c. at the flinch wide side laps and 9-inch o.c. at four (4) equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer applled to stress plates.
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap 5heet, Muie-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Poiyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#50 Maximum Design pressure = -127.5 nsf:
Deck; APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase (sand top surface)
Fasteners: TRUFAST Versa -Fast Fasteners & Prates with one (1) screw per plate, in the center hole.
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 56 G, applied in full mopping of hot asphalt.
#51 Maximum Design Pressure = -127.5 psf:
Deck: APA rated, 19/32 CAT, 0,578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase or Polyglass Base
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with one (1) screw per plate, in the center hole.
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: Polyflex G, torch -applied.
NEM❑ ETC, LLC. Evaluation Report P12060.02.09-R27
Certificate of Autharization#f32455 P EDITION (2020) FBC NON-HVH2 EVALUATION FL52S9-R31
Polyglass Roof underlaymerns Revision 27:04/30/2020
Page 14 of 17
5.9 Exxosure Limitations:
TABLE 3: EXPOSURE LIMITATIONS
Underlayment
Elastobase, Elastobase P, Polyglass G2 Base or Polyglass Base
Polystick IR-Xe or Polystick MU-X
HydraGUard Dual Pro, HydraGuard Tile Pro, Polystick MTS Plus, Polystick TU Max, Polystick
TU P, Polystickc TU Plus or Polystick XFR
Elastoflex S6 G, Elastoflex 56 G FR, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap
Sheet (FR), Polyflex G, P0lyflex G FR, Polyflex SA P or Polyflex SA P FR
ONEMOjetc.
Prepared Roof Cover
Installation Type
Mechanically attached
Mechanically attached
Any type (per Table 1)
Adhesive -set the roof system
Maximum
Exposure (days)
30
94
ISO
180
Mechanically attached
UNLIMITED
5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct -deck tile roof assemblies, the maximum roof
slope shall be as follows. These slope limitations can only be exceeded by usine hattpnc riiirino Inarllnn mf tkn .. ;+;i—
NEMO ETC, LLC, Evaluation Report P1I060.02.09-R27
Cutifwateof Authorization#32455 7r" EDITION (2020) FBC NON-HVHI EVALUATION FL5259-1131
Polyglass Roof Underlayments Revision 27:09/3012020
Page 15 of 17
6. INSTALLATION, ONEMOJetc.
6.1 Polyglass Roof Underlayments shalt be installed in accordance with Polyglass published installation instructions 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 Elastobase, Elastobase P or Mule -Hide Nail Base:
6.3.1 Non -Tile Applications:
Shall be installed in compliance with requirements for an approved mechanically attached underlayment (ASTM D226, Type
II) in FBCTable 1507.1.1.1 or FBC Residential Table R905.1.1.1 for the type of prepared roof covering to be installed, and the
manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions.
Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick IR-Xe, Polystick MTS Plus, Polystick
MU-X, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick XFR, Polyflex SAP, Polyflex SA P FR, Mule -Hide SA-APP Cap
Sheet or SA-APP Cap Sheet (FR), self -adhered, 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:
6.3.2.1 Elastobase (poly -film top), Elastobase P (poly -film top) and Mule -Hide Nail Base are limited to use as a mechanically attached
base sheet in the "TWO-PLY SYSTEM" from FRSA/TRI Florida High Wind Concrete and Clay Roof Tile installation Manual, Sixth
Edition, followed by Polystick MTS Plus, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick XFR, Polyflex SAP, Polyflex
SA P FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self -adhered or Polyflex G or Polyflex G FR, torch -applied. Tile
roof installation method is limited by the selected Cap Sheet, as set forth in Table 1. Refer to Section 5.8.3.2 herein for
attachment requirements.
6.3.2.2 Elastobase (sanded -top) and Elastobase P (sanded-top)e are limited to use as a mechanically attached base sheet in the "Two -
PLY SYSTEM" from FRSA/TRi Florida High Wind Concrete and Clay Roof Tile installation Manual, Sixth Edition, followed by
Elastoflex S6 G, Elastoflex S6 G FR or an FBC Approved Mineral Surfaced Cap Sheet (ASTM D6380), asphalt -applied or Polyflex
G or Polyflex G FR, torch -applied. Tile roof installation method is limited by the selected Cap Sheet, as set forth in Table 1.
■ When Elastobase (sanded -top) or Elastobase P (sanded -top) is followed by asphalt -applied Elastoflex S6 G, Elastoflex S6
G FR or FBC Approved Mineral Surfaced Cap Sheet (ASTM D6380), refer to FRSA/TRI, Sixth Edition, Appendix A, Table 1
or Section 5.8.3.2 herein for attachment requirements.
• When Elastobase (sanded -top) or Elastobase P (sanded -top) is followed by torch -applied Polyflex G or Polyflex G FR, refer
to Section 5.8.3.2 herein for attachment requirements.
6.4 HydraGuard Dual Pro, HydraGuard Tile Pro, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P,
Polyflex 5A P FR, Polystick IR•Xe, Polystick MTS Plus, Polystick MU-X, Polystick TU Max, Polystick TU P, Polystick TU Plus or
Polystick XFR:
6.4.1 General:
All seal -lap seams (selvage laps) must be firmly rolled with a
in accordance with Polyglass requirements to ensure full
contact and adhesion, For HydraGuard Dual Pro and
HydraGuard 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 HydraGuard Dual Pro and HydraGuard Tile Pro
NEMO ETC, I.I.C. Evaluation Report P1206o.02.09-R27
Certificate of Authonrotion#32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FILS259.1131
Polyglass Roof Llnderlayments Revision 27: 09/30/2020
Page 16 of 17
6.4.2 Non -Tile Applications:
fONEMOjetc.
Shall be installed in compliance with requirements for an approved self -adhering underlayment (ASTM D1974) in FBC
1507,1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed,
and the manufacturer's installation instructions.
When installed over a mechanically attached base sheet of FBC Approved ASTM 0226, Type II felt, Elastobase, Elastobase P or
Mule -Hide Nail Base, the base sheet shall be fastened in accordance with FBC 1507.1.1 or R905.1.1.
6.4.3 Tile A lications excludes H draGuard Dual Pro, Polystick IR-Xe and Polystick MU X :
Shall be installed in compliance with the requirements for Self -Adhered Membrane set forth in FRSA/TRI Florida High Wind
Concrete and Clay Roof Tile Installation Manual, Sixth Edition and the manufacturer's installation instructions.
Refer to Section 5.83 herein for attachment limitations.
Refer to Table 4 herein for tile staging limitations.
6A.4 Multi -Ply Underla ment Systems:
Polystick MTS Plus or Polystick XFR followed by HydraGuard Tile Pro, Polyflex SA P, Polystick MTS Plus, Polystick MU-X, Polystick
TU Max, Polystick TU P, Polystick TU Plus or Polystick XFR 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 Plus followed by HydraGuard Tile Pro, Polyflex SA P, Polystick TU Max, Polystick TU P or Polystick TU Plus is
allowable for use under adhesive -set 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.
Elastoftex 56 G or Elastoflex 56 G FR:
6.5.1 Shall be installed in compliance with requirements as an alternate to the "Hot Asphalt Applied Cap Sheet" in the `Two Ply
System" in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile installation Manual, Sixth Edition, and the
manufacturer's installation instructions.
Refer to Section 5.8.2 and 5.8.3 herein for attachment limitations.
Refer to Table 4 herein for tile staging limitations.
6.6 Polyflex G or Potyflex G FR:
6.6.1 Shall be installed in compliance with requirements as an alternate to the "Heat Applied Cap Sheet" in the ``Two Ply System" in
the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's
installation instructions.
Refer to Section 5.8.3 herein for attachment limitations.
Refer to Table 4 herein for tile staging limitations.
REQUIREMENTS:7 BUILDING PERMIT
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product.
MAWFAcTURING PLANTS:
Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Section
4 herein for products and production locations having met codified material standards.
QUALITY
UL LLC—QUA9625; (414) 248-6409; Kar_en.buchmann@uLcom
- END OF EVALUATION REPORT -
NEMO ETC, LLC. Evaluation Report P1205a.OZ,09-1127
Certif oteof Authorization #32455 7n' EDITION (20ZO) FBC NON-HVHZ EVALUATION F1.5259-1131
Polyglass Roof Underlayments Revision 27: 09/30/2020
Page 17 of 17