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EECE V r
' DroductAbnroval Menu > Product or Abolicatiraf search > Aaofication Us > Applicadon DOW A' p Q ry q q
FL # FL5259-R31 JUN .� Q G �L 1
Appliration`Type Revision
Code Version 2020- Si: Lucie County, permitting
Application Status Approved
Comments
Archived;
'Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative.
Address/Phone/Email
Quality Assurance Representative_.
Address/Phone/Emali
Category
Subcategory
Compliance Method
POLYGLASS USA
1112 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1330 Ext242
malpe rt@polyglass,com
'Maury Alpert
malpert@polyglass.com
TECH REP
1111 West Newport Center Drive
Deerfield Beach, FL 33442
(866) 802-8017
mspolyglasstechn.lcal@polyglass.com
QA,REP
1111 West Newport Center -Drive
Deerfield Beach, FL 33442
(888)410-1375
uspolyglasstechnical@polyglass.com
Roofing
Underfayments
Evaluation Report from a Florida •Registered Architect or a Licensed Florida
Professional Engineer
b 1I 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 10/21/2022
Validated By John W. Knezevich, PE '
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced- Standard and Year (of Standard)
FL5259 R31 COI 2020 01 COI NIEMINEN.adf
.Standard
ASTM D1970
ASTM D226
ASTM D4798
ASTM 1361621
ASTM D6164
ASTM D6222
ASTM D6509
Yr
2015
2009
2011
2015
2011
2011
2019
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending F6C.Approval
Date Appi`oved
Date Revised
Summary of Products
FM 4474,
FRSA/TRI, Sixth Edition
UL 1897
Method 1 Option D
10/22/2020
10/26/2020
11/01/2020
12/15/2020
12/21/2020
2011
2018
2015
FL #
1
Modelr Number or' ;
iDescrlption
Name
5254.1
Polyglass Roof''.-
Roofing'underlayrients'" '
-.
'Underiayrrients=_. -,
-
mps of use • - --
,Installation Instructions
j Approved for i s;e In,HVHZ: No.FL5259
R31 II 2020 09 30 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
Approved for use outside NVHZ: Yes
1131:pdf
Impact Resistant: N/A
Verified By: Robert Niemifien PE-59166
Design Pressure: +N/A/-622.5
;Cheated by Independent Third Party: Yes
Other: 1.) The design pressure in this '
Viraluation Reports
application relates to one particular i
` FL5259 R31 AE 2020 09 30 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
B31.2d
lunderlayment system for use in the roof
systems. Rerer to ER Section 5.8.3-for other
i Created by Independent Third Party: Yes,
systefns and associated maximum design
.pressures, 2.) Refer to ER Section 5 for
other limlts of use.
J_
j]md Negt
Contag Us:! 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850407-0
The State of Florida is. an AA/EEO employer. rr&e of Florida.:: PrlvW Statement :: 9ccessibillty Statement :: Refund Statement
Under Florida law, email'addresses are "public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail.. if you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(l),
Florida Statutes, effective October 1, Z012, licensees kensed under chapter 455, FiS. must provide the Department with an email address if they Have am-- The eriraus
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address; please
provide the Department wfth an email address which can be made available to the public. To determine if you are a licensee under Chapter 455. F.S., please crick he=.
. _ .. Product Approwl Accepts: .
}. Credit Card
Safe
NEM6 }etc.
Ce*wte ofAuthorizatlon #32455
117 353 .Christian Street, Unit #f13
Oxford, CT 06478
- (203)'262-9245
ENGINEER. .EVALUATE TEST CONSULT
_._ P_oly_ _glass _ .__ EI-SA;Inc., _ ___...__-�__-___ _ --Evaluation Report PiZ060.02.09-R27
1111 West Newport Center Drive FL5259-R31
Deerfield Beach, FL 33442 Date of Issuance: 02/24/2009
(994) 23.3-1330_ 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 compllance with the 71h Edition (2020) Florida ,Building Code sections noted herein.
DESCRIPTION: Polyglass Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the -Accredited Quaiity Assurance Agency noted herein and
FBC 1507.1.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the,named products) changes; the referenced: Quality
Assurance or production -facility location(s) changes, or Code provislons.that.relate to the product(s) change. Acceptance of our
Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the
Quality Assurance or the -production facility locations) MEMO ETC, LLC requires a complete review ofits Evaluation Report relative
to'updated Code requirements with.each Code Cycle.
ADVERTISEMENT: The' Florida Product_Approval Number (FL#i),preceded. by the.words "NE MOietc. 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 shalI'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:
Robert J.M. Nieminen,`P.E.
I Florida Registration No.-59166, Florida DC4 ANE1983 'k=?�7,`,°,;; ;��r' "'f The famimile seal appearing was authorized by Robert Nieminen, P.E. on
- 119%30/2020. This does not serve as an electronically signed document..
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC does nut 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, Uc. is not owned, operated or controlled by'any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E..does not have nor will -acquire, a financial. interest in any -company manufacturing or distributing products -for which the
evaluation reports are being issued.;
4. Robert Nieminen, P.E. does not have; nor will acquire, a financial interest in any other entity involved in the approval process of the product.
S. This Is a building code evaluation. Neither NEMO ETC, LLC'nor Robert Nieminen, P.E. are, in anyway, the Designer of Record for any, project on -
which this Evaluation Report,ior previous versions thereof, is/was used for, permitting or design guidance unless retained specifically for that
purpose.
02029 MEMO ETC, LLC
r,.
__. NEM01 etc.
Pr , uet Category: Roofing - J
Sub -Category: Underlayment
Compliance Statement: Roof Underlaymerlts; as produced by Polyglass USA; Inc., have demonstrated. compliance with .the
following sections of the r Edition (2020) Florida Building Code through'testing in accordance. with. the following Standards.
Compliance'is subject to the Instal lation: Requirements and Limitations/ Conditions of Use set forth herein.
Section
15D4.3.1"
1504.3.1
1507.2.1 / R905.1.1
1507.1.1, 1507.2.4,1507.2.9.2 /
R905.1.1; R905.2.8.2
Property
-mand resistance
Wind resistance
Material standard
Material standard
1507.3.3 / 9905.3.3
Material standard
1507.11.2-/ R905.11.2
Material standard
1507.11.2 /R905.111
Material standard
1507.11.2
% R905.11.21
Material standard
1507.11.2,% R905.11.2
Materlal standaid
TAS 130
Accelerated Weathi
3. REFERENCES:
L X
Fa mJnat_ion
Reference
Date
ERD (TST6049)1
WOW Uplift
-
11757.08.01-1
_
.08/13/2001
ERD (TST 60491
- Wind Uplift
11776.06.02
01/16/2603
ERD (TST 60491
Wind Uplift
P1740.01.07
01/04/2007.
ERD (TST 6049)
ASTM-D1970
P5110.04.07-1
.04/11/2007
ERD (TST60491
W16d Uplift
P9260.03.08
03/21/2008
ERD (TST6049)
Wind Uplift
P305W.11.09-111
12/30/2DD9
ERD (TST6049)
-Tensile Adhesion
P13030.11.094
12/30/2004
ERD (TST 6049)
Wind Uplift
P11030.11.09-2
11/30/ZD09
ERD(TST6049)
ASTM•D4977
P11030.11.09-3
11/30/2009
ERD (TST 6049)
ASTM D1970
P33360.06.10
06/45/2010
ERD(TST 6049)
TAS 103
P33370.o3.11
03/02/2011.
ERD (TST-6049)
Tensile Adhesion
P33370.04.11
04/26/2011
ERD (TST6049) .
ASTM A1970
„ 1337300.10.11
10119/2011.
ERD (TST 6049)
TAS 103
P40390A8.12-1
08/06/2012
ERD (TST.6049).
TenskAdhesion
P40390.06.12-2
.08/07/2011
ERD (TST6049)
TensileAdhesion
C41420.09.12-3
09/11/201Z
ERD (TST6049)
Wind Uplift
P39dlb. 3.13
03/04/2013
ERD (TST 6049)
ASTM D1970
P45370.04.13
04/26/2013
ERD (TST6649)
Wind Uplift
P1738.02.07-112
D4/29%2013
ERD (TSr6049)
Wind Uplift
11757:64.01-1-R1 .
04/30/2013
ERD (T5T6049)
ASTM DG364
p37590:03.13-3A
05106/2013
ERD (TST 6049) -
ASTM 06509
P37590.03.13-1-R1
•06/2612013
ERD (TST 6D49)
WindUpiift'
P41630.06.13
08/06%2013
ERD OV 6049)
ASTM D46M
P45940.09.13
09/04/2023
RHO ('TST 6D49).
Wind Uplift
P11751.05.03-Ri '
11/2612013.
'ERD CM60491
Wind Uplift.
P11781ALU3-Rl•
11/26/2013
ERD (W6049) -
30/90'physicals;
P45270.05.14
OS/12/2014 -
ERD W-6049)
Tensile adhesion
5020.09.14-5
09/08/2014
ERO (TST@049)
Tensile adhesion
6020.09.14.E
09/08/2014
ERD [TST 6049)
Tensile adhesion.
P46520.10.14
10/03/2014
FM 4474 .
UL 1897
ASTM D226
ASTM D1970
Year
2011
2015
2009
2015.
FRSA/TRi,'Sixth Edition.
.2018
ASTM D6163
2015
ASTM D6164
2011 .
ASTM D6222'
2011
ASTM D6509
2015
gyring ASTM D4798
2011
— Entity
~ERD
ftanflaahoo
.
Date,
(TST 6049}
30/90 physicals'
_GSReferen_ae
PLY-C11900.03:17
03/10/2017
ERD (TST 6049)
TAS 103
PLYG-SC12115.08.17
081OW2017
ERD (TST 6049)
TA5103
PLYG=SC33035.08.17
. 10/31/2017.
FM (TST 1867) ' ,
Wind Uplift
3DD4091
U7/12/2000
ICC-ES (EVL 2396)
IBC Compliance
ESR 107
04/01/2019
M-D (CER 1592) •
HVHZ Compliance.
NOA 17-0614.22
07/06/2017
MTI(TST25081
ASTM 04798- -
JX20117A
04/01/2006
NEW (TST604,9)
ASTM D1970
4-PLYG-18.004.03.18
03/29/2028
MEMO (TST 6049)
Wind Uplift
4L-PLYG-18-00101.19
02/11/2019
MEMO (TST 6049)
ASTM D6163
4S-PLYGAM02.01.19.-A
01/24/2019
MEMO (TST 6049)
ASTM D6222
45-PLYG-18-002.05.19-C
05/20/2019
NEMO {TST 6649)'
ASTM D1970
4)-PLYG-193SUDL-O0A
09110(2019
NEMO (TST 6049), '
. TA5103 -
4S-PLYG-18.004.10.19-G
10/08/2019
MEMO (TST 6049)
TA5103
4S-PL.YG-18-004.10:29-T
10/08/2019
NEMO(TST 6049) :
TAS 103
45-PLYG-18-004.16.19-1.
113/09/i029
,MEMO (TST 6049)-
TAS 103
4}PLYG-I9-SSUDL-OlA
30/30/2019
MEMO (TST.6049).
TAS 103
4S-PLYG-I8-DD4.12.29-F .
12/18/2Q19
MEMO (TST6049)
TAS 103
4)-PLYG-14-§SUDL-02:A
Ol/02/2020-
MEMO UST6049)
ASTM D1970
45-PLYG-I8-DD4.OL20.H
01/14/2020
MEMO (TST6049)
ASTM D1970
4S-PLYG-28-DD4.OL20.K
01/14/2020
MEMO (TST 6049)
TAS.103,
4S-PLYG4844.01.20A
01/16/2020
MEMO (TST 6049)
ASTM 06164 •
4S-PLYG-1B-004.01.20.8
01/16/2020
MEMO (TST 6049)
ASTM D6222.
4S-PLYG•18-=.12.19-K-R1
01107/2020
MEMO (TST 6049)
TAS 103
PLYG-SC35855.05.2D.A
05/29/2020
NEMO (TST 6049)
TAS 303
4)-11LYG-20-S5UDL-01
07/06/2020
NEMO (TST 6049)
ASTM D6222
4q-PLYG-19-5SMBB-05:A
07/23/2020
MEMO (TST 6D49)
ASTM 04798/D1623
4kPLYG-I9-SSUDC-05:A
09/10/2020.
MEMO (TST 6D49)
ASTM D1970
4)-PLYG-20-SSUDL-05A
09/30/2020
NEMO,(TST6049)
TAS103
4J=PLYG-20-SSUDL-05.0 -
09/30/2020
NEMO (TST6049)
TA5103
Al-PLYG-20-SSUDL-11-
09/30/2020
MEMO ETC, LLC. Evaluation Report P12060ALOSA27
Cerffftte ojAut6rkation #31455 7TM EDITION (2020) FBC NON4iVHZ EVALUATION . FL5259-R31
Polyglass Roof Underlayments. Revision M 09/30/2020
Page 2 of 27
ERD M 6t]49)
ERD (TST 6049)
ERD MT 6049)
ERD (TST 6049)
ERD (TST 6049)
EAD (T5'T 6049)
ERD (TST6049)
ERD (TST6049I
ERD (TST 6049)
ERD.{TST 6049).
ERD (TST 6049)
4.1
4.2
4.3
4.4
4.5
4.6
4.7
4.8'
4.9
4.10
4.11
4.12
4.13
4.14
Examination
ASTMD1970/04798'
"P43290.10.14
10/17/2014
TAS 103
PLYG-SC7550.03.15
03/24/2015
Tensile adhesion
P40390,04.15
04/03/2015
TAS103
P44360.10.14-R1
05/18/2015
Wind Uplift
PLYG-5C8905.65.16-1
05J17/2016
ASTM D1970
PLYG-SC10130.06.16-1
06/27/2016
Tensile adhesion '
PLYG-SCIO130.06.16-2
06/27/2016
TAS 103
PLYG-SC10130.06.16.3
06/27/2016
ASTM 01970/D4798
PLYG-SCBM.07.16
07/16/2016
Wind Uplift
PLYG SC12025.10.26
10/12/2016
TAS 103
PLYG-SC13046.12AG-1
12/27/2016
U
NEMO l etc.
Entity
-_ _— ation
- Reference
bete,.
PRI (TSTS878),
Tensile Adhesion
PRIO1111
04/08/2002
PRI (TST 5878)
TAS 103
PUSH-018-02-01
07/14/2003
PRI (r5'r 5878)
TAS 103
PUSA-03S-02.01
09/29/2006
PRI 03f 5878)
TAS 103
PUSA-055-02-02 .
12/10/2007
PRI (TST 5878)
ASTM D6222
PUSH-061-02;.02
•01/28/2008
PRI UST 5878)
ASTM D6164
PUSA-088-02-01
07/29/2009
Pofyglass USA
P/L Affidavit
Mule=Hide Cross Ltg
03/02/2008
Polyglass USA
Materials Affidavit
Polystickcompound
08/18/2011
UL (QUA9625)
Quality Control
Service Confirmation (FLI
09/13/2018
UL (QUA9fi25)
Quality Control
Service Confirmation (TX)
11/07/2019
UL (QUA9625)
�Qualky Control
Florida BCIS
Current
CT DESCRIPTION:
i I Product
Material Standard
Plant(s), Description .
Elastobase
ASTM 66163
FL___
'Fiberglass -reinforced, SBS modified bitumen base sheet
Elastobase P
; ; ASTM D6164' _ -
FL-
Polyester -reinforced; SBS modified bitumen base sheet
Elastoflex 56 G
ASTM D6164
FL, PA
-Polyester -reinforced, 5B5 modified bitumen cap sheet
FRSA/TRl 09-18
I
r;lastoflex 56 G FR - ;
ASTM D6164
FL
1 Polyester -reinforced, SBS modified bitumen cap sheet
FRSA%TA109-18
HydraGuard Dual Pro,
ASTM D1970
FL
Nominal 60-mil thick,dual-layer rubberized asphak
i waterproofing membrane, fiberglass reinforced, with a
polyester fabric surface
HydraGuard T11e Pro 4
ASTM D3970
FL
Nominal 60-mil thick dual -layer rubberized asphalt
FRSA/fRl 09-18
waterproofing membrane; fiberglass reinforced, with a
polyester fabric surface
Mule-Hide'SA-APR,Cap Sheet
ASTM D6222
FL
; Polyester -reinforced, APP'modified bitumei-cap sheet
PkSOTRI.09718
Mule -Hide SA-APP Cap Sheet
. _ _.`ASTM D6222 ^
FL ;
Polyester -reinforced, APP modified bitumen'cap sheet
(FR) - -
FRSA/TR109-18-
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
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 FRSAJTRI Florida High Wind
Concrete acid Gay Roof Ti installation Manrial, Sixth
I
Edition beneath mechanically fastened tile roof systems
i. Polyflex SA P
ASTM D6222
FL, TX '
Polyester -reinforced;' APP modified bitumen cap sheet
FRSA/TRI 09-1$_
_
s P,olyflex SA P FR
I ASTM D6222 _"If
FL, TX •
Polye' er-reinforced, APP modified bitumen cap sheet
' FRSA/TRI09-18 .1
Polyglass Base
I'. _ ASTM:D6509
FL .
Fiberglass-reinforced,-APP modified bitumen base sheet _
Polyglass G2,Base Sheet ;
: . ASTM D4601" ; `
Al.
Fiberglass -reinforced, aspWttq,base sheet _
NEMO ETC, LLC.
Cerd icate ofAuthari.kvUun#32455
77" EDmON(2020)'F8CNON-HVM EVALUATION
Poliglass Roof Un6dayments
Evaluation Report P32060.OZ09-R27
FL5269-R31
Revision 27: 09/30/2020
Page 3 of 17
I
4.15
- 4.16
4:17
4.18
4.19
i
i
4.20
y
4 4.21
-= ' NFluln I ptc
PRODucT DESCRIPTION:
Product-
Material Standard
Plant(s)
Description
Polystick IR-Xe +
ASTM D1970
FL, PA,.TX
Nominal 60-mil thick rubberized asphalfwate'rproofing
t
f membrane, glass.fiber reinforced, with an aggregate
-- - -
surface
_
Poiystick'MTS Plus'
ASTM-D1970'
: FL, NV,
Nominal 607mil thick rubberized asphalt waterproofing
1
FRSA/TRi 09-18
PA, TX
, membrane, glass filler reinforced, surfaced with
polyoleffnicfilm surface
Palystick MU-X
ASTM D19701 _
FL, NV, PA I
, Nominal 54-mil thick dual -layer rubberized asphalt.
�l
waterproofing membrane;, fiberglass reinforced, with a
-
, polypropylene film surface
PolystickTU Max
ASTM D1970
FL, PA, TX j';'Nominal60-milthick
rubberized asphaltwaterproofing
membrane with'a 190 g/m? polyester fabric surface
Polystick TU P . - r- -
FRSA/TRI 09-18
FL, PA, TX ti
Nominal130=mil thick rubberized asphalt waterproofing
.
!
membrane,_glass-fiber/polyester reinforced; with a
_
granular surface
Polystick TU Plus
! ASTM. D1970�
(~ FL, PA, TX !
Nominal 80-mil thick rubberized asphalt waterproofing
WA /TRI 0948 !
membrane, glass fiber reinforced, with a polyester fabric
surface
Polystick XFR
i ASTM. D1970.
NV, TX !
No'minal 80-mil thick rubberized asphalt waterproofing
FItSA/TRI 09-18 J
i
me►nb'r'ane, glass fiber reinforced, surfaced with a
textured film surface
5:1 Tfiis:i5 a Building Code Evaluation.- Neither NEMO ETC;LLC.norRobert Nieminen, P.E: are, in any way, the Designer of Record for
any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance. unless
retained. specifically for that, -purpose:
5.2 This Evaluation.Report Is not for use in FBC,High Veiocity Hurricane Zone jurisdictions. (Le., Broward and Miami -Dade Counties).
5.3 This Evaluation Report pertains to above-de&?o- of 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.. Referto FBC 2663 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 'specificaliy referenced'within
FBC approval documents:, If not listed, a. request may be made to the Authority Having Judidiction-for approval based on this
evaluation combined with supporting'data for the prepared roof covering:
PolysVek MU-X has been found through cemporotiv'e testing to'have a lesser coefficient of friction than ASTM D226 roofing felt in a.dry candition, tested at standard
laboratory, conditions.,. Agreement between purchaser and seller, as set forth in Section 4.3,.Note 1 of ASTM D1970-15, should be established asto slip resistance..
MEMO ETC, LLC. Evaluation. Report P12060.02.09427
Certljicnte ojAathoriiation p32455 7'" EOMDN (2020) FBC NON-HVHZ EVALUATION- FL5259 R31
Polyeass Roof Underlayments, Revision 27. 09/30/2020
Page 4 of 17
5.6 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Asphalt
Clay and Concrete Tile
Metal
Slate or
Wood
Underlayment
Shingles
(1SV'3)
Slate -Type
Mechanical
Adhesive-
Panels
Shingles
Shingles
(2307Z)
Shingles
Attach
set
(1074)
(23o2:9)
(1592:7)
(1507.8)
Shakes (1510179)
-_
- - -- - -`--
i ElaStobaSe
Yes
Yes,
Yes
j
Yes
Yes
Yes
Yes
Yes
' -
IAltemateto ,
! �• �D226; Type In '
(as ease She t,
(as Base Sheet,
(Alternate in
Type
(Alternate to
(Alternate to
(AkernatetoD226;
tAhemateto0226,
. _ _;See,5.e.3) __
__
_ ?See 5.B.3)_.. _
_ D226, II)
D226 ; Type ll):
D - 226, Type III
Type 11)
Type 11)
_
Elastobase P'
Yes,-
l�" Yes _-
-_Yes " -
- Yes
Yes, -
Yes
Yes '
Yes
,+{Alieiatetp
(as Base Sheet.
'
[as Base Sheet,
(Alternateta
(Alternate to
(Alternate to
(AlternnetoD226,
(AkenmatetoD226,
6226,Type11)•
SmS.8.31 _•
See 5.8.3) -
i D226, Type 11)•
• 0226jili llf
D226,:rypeilll
_ •7ype iq'
_ Type 11)
Yes
Yes
POlyglassBase
No
(as Base sheet
(mmsesheet,
No
No
No
No
No
j ��- - -- ---�-------- - ' ----. -
�--------- =
•---See5.813)- _ -
L-;See59.3j-..
_ _ ;
i
'
° ,
PolyglassG2Base
No
"- Yes -
[as Base Sheet;
- - Yes -
i (.iease5heet
No
--.
No
--
Na
-
No
No
_'See5:8.3]..,.-
, _.:See5.8.3j_
Elastofle2(S6 G
Na
Yes
:--- -
+ No
No
No
No
No
Elastoflex S6 G FR .__.
_ No j
Yes
r No---
_ No
Na
No --
- No
No -
HydrilGuard Dual Pro.
Yes
No
i
i � No
Yes
i
Yes
Y es
Yes
(jontstrips, 1507.11.3
Yes
Qolnt Strips, 15W.1.1.3
-
/IL9[15.1.13]
/R905.1.1-3]
, - ---.,-
HydraGuard Tile Pro
-- - - - -
Yes
- -- - -
Yes
; - - -
Yes
1 ' (see 5.6.1j
- - -•--
I Yes
- -- - •-
Yes_
I -- -
''Yes
- .Yes
(jotntsafi507 strips,
Yes
Golntstrips,1507.1.13 '
-
: / R90s.1.1:31'
'I R905.1.1.3)
i Mule -Hide SA-APP Cap Sheet
I No
Yes
Yes
No
No
; No
No
No
-
Mule -Hide SA-APP Cap Sheet (FR) ,"
` No
.. Yes
Y�
1 No .
No
No
No
No
PoIVlex G
No
i
Yes
Yes
'No
No
No
No
No
'Polyflex;G FR__
-.-,No-
YeS
No
No
No-
No
No
No
Polyflex SAP
No i
y� i
Yes
No
No
No.
No
No
-Yes
(See 5.6.1) i
PolyflexSA P FR - - . -
No - j
T Yes T ;
+ - No
No -
No
No
No
-.. _
Isee 5.6.11
Polystick IR-Xe
Yes
No
No
No
No-
Yes
s
(joint stdpse1507.1.13
Yes
(joint strips, IW7.1.1.3
/R905.1.1.3)
POlystick MTS Plus
•
Yes -
_i
Yes
i No ,
-
' Yes
Yes
i
Yes .!
Yes
Qaintstrlps,1S07.LL3'
Yes -
(jointstrips, 2507.1.1.3
i
, .
/ R905 1:13)
- ---- - ---- -- -- - -
Pol stick MU-X
Yes
No
No
Yes
Yes i
Yes
es
Yes
fl
I
I pant strips,iw7.Li.3
oointstrIMLSO7.1.L3
- --- -- - -- - -- -
----- - —
-
-----...__�.__ 1r•.
._.-__. --.
--- -- --('
� _. - _._,
_'/R9p5.1.1'.3)�:-�
_ /R405:I,L3Y .
Pa ick TU Max
iyst
No j
I
Yes (
1 Yes
(See5.6.ij
S Yes
.
Yes j
' No
- ' Yes
(p'ntstr�sj15oz1.1.3
' Yes
(joirnstrips, l5W.L1.3 .
'-
-
/R905.1.1.3)
/11905.1A.31
- - - - -
Polystick TU P
- - -
No
I
- • -- - - -,
Yes,
� --_ - -
Yes
- -
No .
-- - -
j No
- -
No
- - Yes
(joint 6trips,1507,1.13.
Yes
(joint
(See 5.6.1)
�-
•
•/
strips,1507.1.1.3
_
- --
'- -'
. _ R905.2.1.3)- _
Polystick TU Plus
'
Yes '
Yes.
I
-
Yes
(See S.6.1)
- -- -
Yes
- -- - l ,
Yes
- - --- -'
Yes ^!
- -Yes - -
I
(Joint snips, 1507.1.13
- - - Yes - -
(jot strips,.35o7.1.1,3
t
18905.113);
•%,R905.1.1.3)
PolystiCk XFR
Yes i
Yes
No
Yes
Yes
'i
Yes �
Yes
gyp E strips, Ss07.1.13
Yes
(joint strips; 150.1a.3
NEMO ETC, U.C.
Certifecvte ojAutherizotran 1132455
7TM EDITION (202o) FBC NON=HVHZ EVALUATION
Polyglass Roof Underlayments ,
Evaluation Report P12060.02.09=1127
R5Z59-R31
Revision 27: 09/30/2020
Page 5 of 17
_. NEW I etc.
5.6.1 Adhesive -set tile is limited to use of the following underlayment / tile -adhesive combinations.
TABLE IA: ALLOWABLE UNDERIAYMENT/ TILE -ADHESIVE COMBINATIONS
Underlayment
Adhesive
Florida Product Approval
Polystick TU Max or Polystick TU Plus
DAP Foarn'Touch'n Seal
TI-14506
Storm Bond Roof Tile Adhesive"
HydraGuard Tile Pro, Polyflex SA.P, PolystickTU Max, Polystick TU P or Polystick
Dupont.' file BondTM' Roof Tile
TU Plus _
' Adhesive"
FL22525
_
Elastoflex S6 G, HydraGuard-TllePro, Mule -Hide SA-APP Cap Sheet, Mule=Hide SA-
APP Cap Sheet (FR),, Polynex G, Polyflex SA P, Polyflex SA P OR, Polystick TU Max,
iCP Adhesives and Sealants
"Polyset°
FL6332
Polystick TU_P or PolystickTU Plus _
AH-160"
Elastoflex S6 G, HydraGuard Tile Pro, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-
i
APP Cap Sheet (FR), Polyflex G, Polyflex SA P, Polyflex SA P FR; PolystickTU Max,
ICP Adhesives and Sealants
FL6276
Polystick TU P or PolystickTU Plus,
Polyset° RTA-1"
5.7 Allowable Substrates:
TABLE 2: SUBSTRA7E OPTIONS FOR ADHERED UNDERLAYMENTs
Substrates (designed to meet wind loads for project)
Underlayment
Appticatton
Type
Primer
Material(s)
HydraGuard,Dual Pro,
!,(Optional)
ASTM
plywood; OSB, Southern Yellow Pine or Huber Engineered
HydraGuard Tile Pro, Polystick IR-
Deck /
D41
Woods "ZIP System" Panels
Xe, Polystick MTS Plus, Polystick
sheathing
ASTM i)41
,structural concrete _
MU-X, Polystick TUMax;
self- -
!
• ASTM C1289 Type II Class 1 polyisoryanurate, ASTM
PolystickTU P, PolystickTU Plus,
adhering
Insulation j
(Optional) ASTM
C1289Type V polyisocyanurate-composite, DensDeck
Polystick XFR, Mule -Hide SA-APP
Cap Sheet, Mule -Hide SA-APP
- - -
D41 or WB-3000
- - -
prime or SECUROCKGypsum-Fiber Roof. Board
' Base Sheet
N/A
ASTM D226, Type II felt, Elastobase; Elastobase P or Mule-
Cap Sheet (FR), PolyflexSA P or
Polyfl'ex SA P FR
.
Hide Nail Base
- — - -
-
-Deck-__,
_ASTM D41 _ — .-- --
structural concrete
Elastoflex S6 G or Elastoflex 56 G
hat 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 D41 _
structural concrete
-
Polyflex G or Polyflex G FR
torch-
- _I
I insulation
(Optional) ASTM
D41
• DensDeck Prime or SECIJk6 Gypsum -Fiber Roof Board
_
applied--
Base Sheet � i
N/A
Elastobase, Elastobase P, Mule -Hide Nail Base, Poiygtass
�
G2 Base or Polyglass Base.
Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida ProductApproval for Overturning Moment Resistance Performance.
NEW ETC, I.I.C. Evaluation Report P12060.02.094127
Certificate afAuffiorUation #32455 7n' EDITION (20201 FBC NON-HVHZ EVALUATION FL5259-R31
Polyglass Roof Underlayments Revision 27: 09/30/2020
Page 6 of 17
"NEM0 etc.
5.8 Attachment Limitations:
5.8.1 For use under%mec6anically 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 R905.1i.L
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 High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A; Ta ble l (for Two -
Ply. Asphalt Applied Hot Mop Underlayment)
or
Section 5.8:3 herein (for other underlayrrient systems).
5.8.3. Wind Resistance for Underlayment-Systems in Tile Roof Applications:
The following wind uplift limitations apply to und_erlayment.systems that are not prescriptive in the FRSORI Florida High
Wind Concrete and Clay Roof Tile. installation Manual, Sixth Edition. The 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 applled).
5.8.3.1 Direct to -Deck: -
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High
Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edit)on,.,Appendix A, Table 1A or the critical {highest) design
pressure determined In accordance with FK'1609 or FBC Residential Chapter 3.
#1 Maximum Design Pressure = -52.5 psf: .
Deck: -.APA rated, 7/16 CAT, 0:418 in„ Exposure 1, OSB sheathing to meet projectrequirements 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; MUIe-Hide SA=APP Cap Sheet (FR), Polyflex SAP, Polyflex SAP FR, Polystick TU Max, Polystick
TU P or PalysticktTU Plus, self -adhered.
#2 Maximum Design Pressure=-'90 psf:
Deck: Min.-IS/32-inch plywood to meet project requirements to satfsfactlon.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,.Pol"ex SA P FR,'PoiysfickTU Max Polystick
TU P or,Pdlystick TU Plus, self -adhered.
#3 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 Plus, self -adhered.
Underlayment: Mule-Hl& A-APP Cap Sheet, Mule-Hide.SA-APP Cap Sheet OR), Polyflex SA P,•Polyflex SA PA, PolystickTU Max, Polystick
TU P or Polystick TU Plus, self -adhered and, back•nailed within the selvedge -edge side laps using 1Zga. x 134". ring shank
nails through 32 ga.,1.-5/8" diameter tin caps spaced 12-inch o.c.
#4 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 Plus, self -adhered.
.Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Palyflex SA P, Polyflex SA P FR,:Polystick TU Max, Polystick
TU R or-Polystick TU Plus, self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x I%" ring shank
nails through 32 ga.,1-5/8" diamete'r.tin caps spaced-l2-inch o.c.
NEMO ETC, LLQ Evaluation Report 1112060:02.09-1127
CeitljJwte ojAuth"fiation #32495 7- EDITION:(2020) F13C NON-HVHZ EVALUATION _ FL5239-R31
Polyglass Roof Underlayments Revision 27: 09/30/2.020
Pose 7 of 27
NEMO etc.,
#5 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 Plus, self -adhered.
Joints: Min. 4-inch wide strips of Elastoflex SA-V over all piywood 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 W.,
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 5A P FR,
PolystickTU Max, Polystick TU P or PolystickTU Plus, self -adhered.
#7' Maximum Desim Pressure = -622.5ysf'
Deck: Structural -concrete to meet project requirements to satisfaction of Authority Having Jurisdiction..
Primer:, PG100 or ASTM D41
Underlayment: Elastoflex S6 G. applied in full mopping of hot asphalt or Polyflex G, torch-appiied.
#8 " All othe. direct -deck, adhered underlayment systems beneath tile 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 Roof rile installation Maual, Sixth Edition, Appendix A, Table 1A.or the critical (highest) design n
pressure deterniined.in accordance with .FOC 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 2609 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/51PRl WD1, FM -Loss Prevention Data Sheet 1-'29, Roofing Application Standard RAS 117. and Roofing
Application Standard RAS 137.-Assembiies•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 = -30.0 psf*:
Deck:
Win.15/32-inch 05131o, meet.project requirements to satisfaction of Authority Having Jurisdiction.
Base_ Sheet:.
Elastobase or Mule -Hide Nall.Base (poly -film -top surface)
Fasteners:
11 ga.:x 1Z5-inch long x 1-inch head diametenround metal cap nails
Spacing:.
16-inch o.c at the 3-inch wide side laps and:6_inch o.c. at two (2) equally spacedstaggered center rows:
Base Ply: "
(Optional) Polystick MTS Plus, self -adhered:
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule-HideSA-APP Cap Sheet (FR), Polyflex SAP, Polyflex SA P,FR, Potystick TU Max, Polystick
TU P or Polystick TU Plus; self=adhered.
#20 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 Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet,Vule-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) ortwo (2) layers ASTM D226, Type If felt
Fasteners: 11 ga. x 1.25-inch long x1-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 S6 G, applied in full mopping of hot asphalt.
NEMO ETC, I.I.C. 'Evaluation Report P12060.02.09-1127
eerafcote4f uthortmtrahx324--s 7EDITION (2020) FBC NON-HVHZ EVALUATION F1.5259431
PolVglass Roof Underlayments Revision 27: 09/20/2020
Page 8 of 17
NNEMOletc.
#12 Maximum Design Pressure = S 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 ll felt
Fasteners; 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps .
Spacing: .4-inch o.c. at the 2-inch wide side laps:and 4-inch o.c. at two.(2) equally spaced staggered center rows.
Base Ply: (Optional;'for use with self-adhering•underlayment only) Polystick MTS 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.
#13 Maximum Design Pressure = -45 of
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority' Having Jurisdiction.
Base Sheet: Two (2) layers ASTM D226, Type l l 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: 91nch 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, Muie-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex $A 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 Design Pressure = -45
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: 94nch o.c. at the 2-inch wide side laps and 18-Inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hat asphalt or Polyflex G, torch -applied.
#15 Maximum Design Pressure = .45.0 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 (Vail Base (poly-fllm 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.
#16 Maximum Design Pressure =-45.0 psf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathingto 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 o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied In full mopping of -hot asphalt.
#17 Maximum Design Pressure=-45.0 Ott
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 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 Deslgn Pressure = -52.5 tssf:
Deck: Min.15/324nch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hat -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 P12060.02.D9-R27
Certificate ofAUMOHmtion #32455 PH EDITION (2026) F9C NON-HVHZ EVALUATION FL52594R31
Polyglass Roof.Underiayments Revision 27: 09/30/2020
Page 9 of 17
#19
0,.__NtMo'1etc.
Maximum Design Pressure = -52.5 PSE
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority HavingJurisdictlon.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: Simplex Original Cap Nails
Spacing:. 64nch 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 -APO Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P. or Polystick TU Plus, self -adhered.
#20 Maximum Design Pressure=.-52.5 PsE
Deck: Min.15/324nrh 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-applled cap)
Fasteners:.' Simplex Original Cap Nails
Spacing: 6-inch o.c. at the 3=inch wide side laps and 6-i6ch o.c. at four (4) equally spaced staggered center rows,
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied..
-022 Maximum Design Pressure=-60gsf:,
Deck: Min.19/32-inch plywood to_meet. project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface forhot-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.dlameter 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: Elastofiex 56 G,.applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#22 Maximum Design Pressure = -60gsf:
Deck: Min.19/324nch plywood to meet project requirements to satisfactlon of Authority Having Jurisdiction.
Base Sheet: Elastabase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap).
'Fasteners:- OMG #12 Standard Roofgrlp 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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#23 .: Maximum Design Pressure=.-60.0gsf:
Deck: APA rated, 7/16 CAT, 0.416 in., Exposure 1, 05B sheath i ng to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: -Elastobase or.Mule-Hide. Base (poly-fiim top surface)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: '8-inch o.c atthe 3-inch wide side laps•and 8-inch-o.c. at three (a) equally spaced staggered center rows.
Primer:. ' 'PG100 or ASTM D41 prirrerapplied to stress plates.
Base Ply: ::(Optional) Polysticic MTS'Plus, self -adhered:
Underlayment:' Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP. Cap Sheet (FR), Polyflex SA P, Polyfiex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TIJ Plus, self -adhered.
#24 Maximum Des'i 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 (sand top surface)
i 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) -equaIly spaced staggered center rows:
'Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt.
#25 Maximum Design Pressure = -60.0gsf:
Deck:. APA rated, 7/1_6CAT, 0.4.18 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base'Sheet: Elastobase or Polyglass Base:
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 84nch 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, I.I.C. Evaluation Report P12060.02.09-R27
CertlJk afAutharkotion 432455 7T EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R3i
Polyeass Roof Underlayments Revision 27: 09/30/2020
Page 20 of 17
i
N_NE'moletc.
#26 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 Base (requires use of torch -applied underfayment)
Fasteners: 12 ga. x 1.25-inch longx 3/84nch head diameter annular ring shank roofing nails at 1-5/8-'inch diametertin 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 S5 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
#27 Maximum Design Pressure = -67.5 psf:
Deck: APA rated, 19/32 GAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements.to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nall Base (poly-flirn 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: 124nch a.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 MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet; Mule -Hide SA-APP Cap Sheet (FR), Polyflex SAP, Polyflex SAP FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#28 Maximum Design Pressure = -67.5 osf:
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-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 S6 G, applied in full mopping of hot asphalt.
#29 Maximum Design Pressure = -67.5 psi:
Deck: J 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 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.
'Underlayment: Polyflex G, torch -applied.
#30 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 Base (requires use of torch -applied underloyment)
Fasteners:. Dekfast #14 with Dekfast ilex plates; OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat
Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners
Spacing: 10-inch o.c. at the 4-Inch wide side laps and 10-inch o.c. at three (3) equal ly 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 psf:
Deck: Min.15/32-inch plywoo&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: Elastoflex56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#32 Waximurn Design Pressure = -90 psf:
Deck: Min.15/32-inch plywood to meet project -requirements to satisfaction of Authority Having Jurisdiction.,
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates
5pacing:� 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 or Polyflex G, torch -applied.
.NEMO ETC, LLC. Evaluation Report P12060A2.09-1127
CertlfJcate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION R5259-1132
- Polyglass Roof Underlayments Revision 27: 09/30/2020
Page 11 of 17
ONNdletc.
#33 Maximum Design Pressure = -90 psf:
Deck: Min.15/324rich plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Slieet: Elastobase (sanded top.surface)•
Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates
Spacing:. &inch ol.' 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..
#34' Maximum Desian Pressure— -90 psf:
Deck: . Min.15/32-inch plywood to meet project requirements to.satlsfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass Base.frequires use of torch -applied underlayment)
Fasteners:. Dekfast #14 with Dekfast.Hex plates, OMG #14 HD with'OMG 3" GaNalume Steel Plates, OMG Roofgrip #14 with OMG Fiat
Bottom Plates (AccuTrac), Trufast HD with Trufast3-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 S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
#35 Maximurh Design Pressure = -90.0 W.,
Deck: APA rated,.7/16 CAT, 0.418 in., Exposure 1, DSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly-fllm 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:
97inch o.c. at the 2-inch wide side laps and 124nch 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, seff-adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyfiex SA P, Polyflex SA P FR; Polystick TU Max, Polystick
T- U P or Polystick TU Plus, self -adhered.
#36 Maximum Design Pressure = L90.0 asf:
Deck: Y
- APA rated, 7/16 CAT, OA18 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 PA. .
Deck: -
APA rated,1/16 CAT, 0.418 In., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet:
Elastobase or-Polyglass Base
Fasteners:
'7RUFAS717 Versa=Fast Fasteners & Plates with two (2) screws per plate. Installed IS& into the holes of the plate, parallel to
the width -direction of the sheet
Spacing: 94nch 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 Design Pressure =-97.5 psfr
'Deck: Min:19/32-inch plywood to meet project requirements to'satisfaction of Authority Having Jurisdiction:
Base Sheet: Elastobase or Mule -Hide Nail Base (pololm top surface)
Fasteners: 11 ga. x 125-inch x 3/&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, atfour (4) equally spaced staggered center rows.
Base Ply: (Optional) Palystick 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, PoNstick TU Max, Polystick
TU'P or Polystick TU Plus, self -adhered.
NEMO ETC,'LCG Evaluation Report 01206(L02.09-R27
Cert$wte of Auth6dzatron #32455 7TM EDIDON.(2020) FBC NON-HVH2 EVALUATION, Fi5259-R31
Polyslass Roof Underlayments Revision 27a 09/30/2020
Page 22 of 27
11
1
1 �
Nmo I etc.
#39 Maximum Design Pressure = -97.5 nsf:
Deck: APA rated, 19/32 CAT, 0.578 in:, Exposure 1, OSS sheathing to meet. project requirements to satisfaction of Authority
,HHaving Jurisdiction.
Base Sheet: `Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 64rich.o.c.-atthe 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:
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.
#40 _Maximum Design Pressure = -97.5 esf:
;Deck: APA rated, 19/32.CAT; 0.576 In., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Juriscllction.
Base Sheet: Elastobase (sand top surface)
Fasteners: Simplex MAXx Cap Fasteners
'5pacing i 5-Inch o.c. atthe'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.
441 Maximum Design Pressure = -97.5 asf:
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: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. atthe 44nch wide side laps and 6-inch O.C. at four: (4) equally spaced staggered center rows:
Underlayment: Polyflex G, torch -applied.
#42 Maximum Design Pressure = -105 osf:
Deck: 'Min.15/324nch 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: 6-1nch o.c. atthe •2-inch wide side laps and 6-incho.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied iri full mopping of hot asphalt or Polyflex G, torch -applied.
#43 Maximum -Design Pressure -105.0 Dsf-.
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Aurisdictior%
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 1341primer 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 SAP, Polyflex SA P_ FR, PolystickTU Max, Polystick
TU P or Polystick TU Pius, self -adhered.
#44: Maximum Design Pressure = -105.0 tssf:
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 wldth-direction of the sheet
Spacing: 6-irirh 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, LLe. Evaluation Report P32060.02.016A27
Cenljlcate nJAuth'wizatldn #32455 Im EDITION (Z020) F8C NON.-HVHZ EVALUATION FL5259-R31
Polyglass Roof underlayments Revision 27: 09/30/2020
Page 13of17
AKIN:
NEMO l etc.
#45 Maximum Design: Pressure = -105.0 00:-
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 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 asf:
Deck: Min.19/3Z-Inch plywood to meet project requirements to satisfaction ofAuthority 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 diametertin caps
,Spacing: 6-inch, o.c. at the 4-inch wide side laps and 6-inch o.c. at four (4) equaiiy 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 Pius, self: adhered.,
#47 . Maximum Design Pressure = -120 iisf
Deck: Min. 15/32-inch plywood to meetproject requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface -for hot -asphalt ortorch-applied'cap or poly-film'5urface fortorch-applied cap)
Fasteners: OMG #12 Standard Roofgrip or CMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G; applied.in full mopping of hot asphalt or Polyflex G, torch -applied:
#48 Maximum Desien-Pressure =-120.
Deck: Min.15/324nch plywood to meet project requirements to sa_ t_isfa_ctjon of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface)
Fasteners: Trufast #12 DP orTrufast #14 HD with Tiufast 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 S6 G, applied in full mopping of hot asphalt.
#49 Maximum Design Pressure = -127.5
Deck: APA-rated, 14/32 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) equal ly 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 SAP FR,.PolystidcTU Max, Polystick
TU P. or Polystick TU Plus, self -adhered.
#50 Maximum Design Pressure=-127.5
Deck:
APA rated, 19/32 CAT, 0.578 in., Exposure 1; OSB sheathing to,meet project requirements -to satisfaction of-Aufhority
Having Jurisdiction.
Base Sheet:
Elastobase (sand 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 4-inch wide side laps and 9-inch o.c. at four (4)'equally.spaced staggered center rows.
Underlayment: ElastoflexS6 G, applied' in full mopping of hot asphalt. '
#S1 Maximum Design Pressure=-127.5 asf.
Deck:
APA rated, 19/32 CAT, 0.578.1m, 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_ nchi 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.
NEMO ETC, LCC.
Certificate of AuthadnUan #3245-5
r EDITION (2020) FBC NON7HVH2 EVALUATION,
Polygfass Roof Underrayments
Evaluation Report 032060.02.09-R27
F1.5259-1131
Revision 27: 09/30/2020
Page 14 of 17
r
Mmo etc..
5.9 Exposure Limitations:
TABLE 3: ExposuRE LIMITATIONS
Underlaymertt
Prepared Roof Cover
Maximum,
Installation Type
Exposure (days),
Elastobase, Elastobase P,'Polyglass G2 Base or Polyglass Base
Mechanically attached
30
Polystick IR-Xe or Polystick MU- ,,
Mechanically attached.
90
HydraGuard Dual Pro, HydraGuard Tile Pro, Polystick MTS Plus, Polystick TU Max, Polystick'
_ Any type (per Table 1)
190
TU P. PolystickTU Plus or.Polystick XFR
Elastoflex 56 G, Elastoflex S6 G Fit, Mule=Hide SA-APP Cap Sheet, Mule-Hide'SA-APP Cap i
i Adhesive -set tile roof system
180
Mechanically attached
j UNLIMITED
Sheet (FR), Polyflex G, Polyflex G FR, Poly.flex SA P or.Polyflex SA P FR i
5.10 Tile`Slippaee Lirnitatibns: When loadingroof tiles on the underlayment indirect -deck tile roof assemblies, the maximum roof
slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT DECK TILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method
Maximum Staging Slope
Elastoflex 56 G or S6 G FR
Flavor Lugged
6-tlle stack (4 over 2)_ .
Prohibited without battens
HydraGuard Tile Pro
-Flat or Lugged i
r &tile stack {4 over 2)
7:12
Polyflex G or G FR
Flat or Lugged ;';
_
; 6-tile stack (4 over 2j _
4:12
Polyflex SA P or.SA P FRY -
Flavor Lugged._
6-tile stack (4 over 2)
4:12
i
' I
Polystick MTS Plus
Flat
- - - - - -- -
I 6-tile stack (4 over 2)
- - - - -- -
-- - 5:12
- - ----- - - -
_--
y
6-tile stack (4 over 2j _
4:12
Polystick TU Max
Flat - ~---- -
i 6-tile stack (4 over 2) or 10-tile stack
-- 7:12 -
lugged i
6AIle stack (4 over 2)
7:12
Lugged
104ile stack
6:22
Pol stickTU . ---- -
P
y -
- --- gg - _ _--
- - - or ed ��
Flat Lugged
� f ---- - --- -- -- - -- -- -
6-tile stack (4 over 2)
-- --- - -- - - - - -
7:12
PolystickTU Plus
,.- -- Flat or Lugged. �.
, 6-tile stack (4 over 2)
7:12
Flat or Lugged.
;.. 10-tile stack
6:12
Polystick XFR ;
Fiat or Lugged _ , ;
; , Prohibited without battens
Prohibited without battens
NEMO ETC, UP. Evaluation Report P1ZM62.66427
Curate of Authorization #32455 _ 7TM EDITION,(2020) TBC NON-HVHZ EVALUATION _ FL5Z59-Pk
Palyalass Roof Underlayments Revision 27. 09/30/2020
Page 15 of 17
NEMO J etc.
6.1 Polyglass Roof Underlayments shall be'instailed 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 FBC Table 1507.2.1.1 or FBC Residential Table R905.L1.1 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, PolystickTU P, Polystick TU Plus, Polystick kFR, 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 tolAayer underlayment; asset forth in Table
l..
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 rile Installation. Manual, Sixth
Edition, followed by Polystick MTS Plus, PolystickTU Max, PolystickTU P, PolystickTU 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 Cidy Roof Tile Installation Manual, Sixth Edition, followed by
Elastoflex S6 G, Elastoflex S6 G FR or an FBC Approved Mineral Surfaced Cap Sheet (ASTM D63801, asphaR-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.
6A HydraGuard DuafPro, HydraGuard Tile Pro, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Po"ex SA P,
Polyflex SA P FR, Polystick IR Xe, Polysdck 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 OVeiap Sdam'of�HydraGuard Dual Pro and HydraGuard We Pro
NEMO ETC, LLC. Evaluation Report P12060.02.09-R27
CerdJiwte ofAutharh_atlon #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION . FLSZS9-1131
Polyglass Roof Underlaymenis Revision 27.09/30/20Z0
Page 16 of 17
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- NEMO j etc.
6.4.2 Non -Tile Applications:
Shall be installed -in compliance with requirements -for an approved self -adhering. underlayment (ASTM 01970) in FBC
1067.1.1.1 or.1507.1.1.3 or FBC Residential R90'5.1.1.1 or 11905.1.1.3 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 D226, Type II felt, Elastobase,.Elastobase P or
.Mule -Hide Nail Base, -'the base sheet shall be fastened in accordance.with with' GC 1501.1.1 at R90-5.1.1.
6.4.3 Tile Applications-lezcludes WdraGuard Dual Pro, Polystick lR-Xe and Polvstick'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 manufacturers installation instructions.
Refer to Section 5.8.3 herein for attachmentlimitations.
Refer to Table 4-herein for tile 'staging limitations.
6.4.4 Multi -Ply Underlayment Systems:
Polystick MTS Plus or Polystick XFR followed by HydraGuard Tile Pro, Polyflex SA P, Polystick MTS Plus; Polystick MLIA 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_ a_ssocia_ted with the top4ayer material. This is not a
requirement,.but is allowable if a 2-ply underlayment system.is desired'. .
6.5 Elastoflex S6 G or VwWfiex S6 G FR:
6.5.1 _ Shad be'Installed iri 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
manufacturers installation instructions:
keferto Section 5.8.2 and 5.8.3 herein -for attachment limitations.
Refer to Table 4 herein for til'e staging limitations.
16.6 Polyflex G or Polyflex 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 manufacturers
installation instructions.
Refer to Section 5.9.3 herein for attachment limitations.
Refer to Table 4 herein for tile. staging limitations.
7. BUILDING PERMIT REQUIREMENTS:
r
As required by the Building Official or Authority HavingJu,rlsd!ctlon to properly evaluate the installation of this product.
Contact the named QA.e►itity for manufacturing facilities covered by F.A.C. Rule 61620-3 OA requirements. Refer to Section
4 herein for products and production locations having met codified material standards.
9. QUALITY AssURANce ENTITY:
UL LLC—QUA4625; (414) 248-6409;,Karen.buchmann@ul.com
= END OF EVALUATION REPORT -
NEMO, ETC, I.I.C. Evaluation Report P120fi0.02A9-RZ7 .
Certificate ofAuMo&utWn #32455 7T" EDITION in") FBC NON-HVHZ EVALUATION FLs2s9-R31
Polgglam Roof Underlayments Revision 27:09/30/2020
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