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FL * FL5259-R29
Application Type Revision
Code version 2017
Application Status Approved
Comments
Archived
Product Manufacturer POLYGLASS USA
Address/Phone/Emaii 1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1330 Ext 242
malpert@polyglass.com
Authorized Signature Maury Alpert
malpert@polyglass.com
Technical Representative TECH REP
Address/Phone/Email 1111 West Newport Center Drive
Deerfield Beach, FL 33442
(866) 802-8017
uspolyglasstrchnlral@polygiass.com
Quality Assurance Representative
QA REP
Address/Phone/Emall
1111 West Newport Center Drive
Deerfield Beach, FL 33442
(888) 410-1375
uspolyglasstechnical@polygiass.com
Category
Roofing _
Subcategory
Underiayments
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed 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
I Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
YAK
ASTM D1970
2015
ASTM D226
2009
ASTM D4798
2011
ASTM D6163
2D08
ASTM D6164
2011
ASTM D6222
2011
ASTM D6509
2009
ht4mJA~.florMebuilding.org/pdpr app d8.aspx?param=wGEVXQMDgvbSgAaZp3C*2vS%2fag01ipmeCfgJXCANGg3CNQhK30Sg%3d%3d 112
rioncle tsunamg LA= unnne
FM 4474 2011
FRSA/TRI April 2012 2012
UL 1897 2012
Equivalence of Product Standards
Certified By
Sectional; from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
10/1S/2019
10/16/2019
10/20/2019
12/30/2019
PL At Model, Number or Name
I Description
5259.1 Polyglass Roof
Raoflng underiayments
I Urtderiayments
uni of Use
Installation Instructions
Approved for use In NVNZ: No
FI5259 R29 II 2019 10 FINAL ER POLYGLACS UNDERLAYMENTS FL5259-
B210-ff
Approved for use outside HVHZ: Yes
Impact Reshrtant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5
Created by Independent Third Party: Yes
Other: 1.) The design pressure in this
Evaluation Reports
application relates to one particular
Fr S2S9 R29 AE 2019 SO FINAL ER POi Yfl ASS UNDERLAYMENTS FL5259-
R29,gd(
underlayment system (over concrete deck) for
use under foam -on the systems (where the
Created by Independent Third Party: Yes
underlayment fors part of the bad -path).
Refer to ER Section 5.6.1 for other systems,
other deck types and associated maximum
design pressures. 2.) Refer to ER Section 5 for
other limits of use.
Sorroadc I
The stab, of Florida Is an Aa/eE0 employer.
Under Florida law, aman addresesa are public records. if you Eo W want your e-mail aodri es released In resppnsa ta a public -records nouest, do not sand ekcironlc
man to ads entity. tnstaad, mnrect Me place by phone or by Vocational mall. V you have any questions, Were contact 950.4117.1395. 'Pursuant to section 45S.27S(1),
Florida statutes, affective October 1, 2012, ke eees IYxnsatl under Chapter 455, FS. mu# provide the DepaMant with an emar address r Men have, one. The antiala
provided may be utad For official Cwnmunkatlan with the licensee. However e.nnall addnesn are public record. IF you do net west M supply a personal addnbd , Wess
provide the Deparunent wah an wall address welch can be made ave0ehle ta the public. To debem lm f you ere a kcaraee under Chsptar 455, F.S., Ware dkk per,.
j!LA =1 -I
Credit Card
Safe
hV$:IANww.flaridabuiding.org/pr/pr_epp_d8.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2feg01ipmeCfgJXCANGg3CNQhK30Sg%3d%3d 212
0
MEMO I etc.
Cendkote ofAuthahation N32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT L,ERTIFT
7IiRlir.T", r."I"M.
Polyglass USA, Inc. Evaluation Report P12060.02.09-R25
1111 West Newport Center Drive FL5259-R29
Deerfield Beach, FL 33442 Date of Issuance: 02/24/2009
(954) 233-1230 Revision 25:10/14/2019
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 61 Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: Polyglass Roof Underlaymerlts
LABELING: labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED CoMPLuwcE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMOIetc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOletc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 16.
Prepared by:
,:+ >�
VIM.�,
s
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
f-Y'*�'+r"jAThe faalmaeseal upyeams vna authorized by Robert Nieminen, P.E. on
10/W2019. This does not serve as an elecominNy signed doament.
CERTIFICATION OF INDEPENDENCE:
1. NEMO Ietc. 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 ietc. 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. 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 NEMO ETC, LLC
ONEMOletc.
1. SCOPE:
ProductCategory: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlaymems, as produced by Polyglass USA, Inc., have demonstrated compliance with the
following sections of the 601 Edition 12017) 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.
12- STANDARDS'
Property
Standard
Year
1504.3.1
Wind Uplift
FM 4474
2021
1504.3.1
Wind Uplift
UL 1897
2012
1507.2.3 / 1507.1.1
Physical Properties
ASTM D226
2009
1507.2.4 / 1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012
2012
1507.11.2
Physical Properties
ASTM D6163
2008
1507.11.2
Physical Properties
ASTM D6264
2011
1507.11.2
Physical Properties
ASTM D6222
2011
1507.11.2
Physical Properties
ASTM D6509
2OD9
TAS 110
Accelerated Weathering
ASTM D4798
2011
Kam
Eaeminatlan
Reference
21M
&M
Eaamhution
Raftrence
20
ERD (TST 6049)
Wind Uplift
11757.08.01-1
OW13/2002
ERD (TST 60149)
Tensile adhesion
P40390.04.15
04/03/2015
ERD (TST 6049)
Wind Uplift
11776.06.02
01/16/2003
ERD (TST W49)
TA5103
P44360.1014-R1
05/18/2015
ERD (TST 6049)
Wind Uplift
P1740.01.07
01/04/2007
ERD(T5T6049)
Wind Uplift
PLYG-SC8905.05.16-1
05/17/2016
ERD (TST 6049)
ASTM D3970
P5110.04.07-1
04/11/2007
ERD (TST 6049)
ASTM D1970
PLYG-SC30130.06.16-1
06/27/2016
ERD (TST 6049)
Wind Uplift
P9260.03.08
03/21/MW
ERD (TST 6049)
Tensile adhesion
PLYG-SCSO130.06.16-1
06/27/2016
ERD MT 6049)
Wind Uplift
P30540.11.09-R1
11/30/20D9
ERD(TST 6049)
TA5103
PLYG-SC30130.06.16-3
06/27/2016
ERD (TST 6049)
Tensile Adhesion
P1103MILD9-1
11/30/2009
ERD (TST 6049)
ASTM D1970/D4798
PLYG-SCM080A7.16
07/16/2016
ERD (TST 6049)
Wind Uplift
P31030.SL09-2
11/30/2009
ERD (TST 6049)
Wind Uplift
PLYG-SC12025.10.16
10/12/2016
ERD (TST 6049)
ASTM D4977
P11030.11.09.3
11/30/2009
ERD (TST 6049)
TAS 103
PLYG-SC13040.12.16
12/27/2016
ERD (TST 6049)
ASTM 01970
P33360.06.10
O6/25/2010
ERD (TST 6D49)
30/90 physimis
PLYG-SC11900.03.17
03/10/2017
ERD (T57 6049)
TAS 103
P33370.03.11
03/02/2011
ERD (TST 6049)
7AS 103
PLYG-SC32115.08.17
08/08/2017
ERD (TST 6049)
Tensile Adhesion
P33370.04.11
04/26/2011
ERD (TST 6049)
TAS 103
PLYG-SC33035.08.17
20/31/2017
ERD (TST 6049)
ASTM D1970
P37300.10.11
10/19/2012
FM (IST 1867)
Wind Uplift
3OD4091
01/12/2WO
ERD (TST 6049)
TA5103
P40390.08.12-1
06/06/2012
IOC-ES(EVL 2396)
IBC Compliance
ESR-1697
04/01/2019
ERD (TST 6049)
Tensile Adhesion
P40390.08.12-2
08/07/2012
M-D (CER 1592)
HVHZ Compliance
NOA 17-0614.22
07/06/2017
ERD (TST 6049)
Tensile Adhesion
C41420.09.12-3
09/11/2012
MTI (TST 2508)
ASTM D4798
D(ZOH7A
04/01/2WB
ERD rMT 6049)
Wind Uplift
P396W.03.13
03/04/2013
NEMO(TST6049)
ASTM 01970
4-PLYG-18004.03.18
03/29/2018
ERD (TST 6049)
ASTM D1970
P45370.04.13
04/26/2013
NEMO(M 6049)
Wind Uplift
4L-PLYG-18-M.01.19
01/11/2019
ERD (M 6D49)
Wind Uplift
P3738.02.07at2
04/29/2013
NEMO (TST 6049)
ASTM D6163
45-PLYG-28-W2.01.19-A
01/24/2029
ERD (TST 5049)
Wind Uplift
11757.D4.01-1-R3
04/30/2013
NEMO (TST 6049)
ASTM D6222
4S-PLYG-18-=.05.19-C
05/20/2019
ERD (TST 6049)
ASTM D6164
P37590.03.13-3A
05/06/2013
NEMO (TST 6049)
TA5103
4S-PLYG-18-004.10.19-G
30/08/2019
ERD (TST 6049)
ASTM D6509
P37590.03.13-1-RI
06/26/2013
NEMO (TST 6049)
TA5103
45-PLYG-18-004.10.19-I
10/08/2019
ERD(M 6049)
Wind Uplift
P41630.08.13
OW06/2013
NEMO(TST6049)
TAS103
45-PLYG.18-M.10.19-L
10/09/2019
ERD (TST 6D49)
ASTM D4601
P4594049.13
09/04/2013
NEMO (TST 6049)
TAS 103
4j-PLYG-19-5SUDL-01.A
10/10/2019
ERD (TST 6D49)
Wind Uplift
P11751.05.03-RS
11/26/2013
PRI (TST 5878)
Tensile Adhesion
PRI01111
o4/OB/2002
ERD (TST 6049)
Wind Uplift
P11781.11.03-RS
11/26/2013
PRI (TST $878)
TA5103
PUSA-029-02-01
07/14/2003
ERD I M 6049)
30/90 physicals
P45270.D5.14
05/12/2014
PRI (TST 5878)
TA5103
PUSA-035-02-01
09/29/2006
ERD (TST 6049)
Tensile adhesion
6020.0914-5
09/08/2014
PRI (TST 5878)
TAS 103
PUSA-055-02-02
12/10/2W7
ERD (TST 6049)
Tensile adhesion
6020.09.14-6
09/08/2014
PRI CM 5878)
ASTM D6222
PUSA-061-02-02
01/29/2008
ERD (TST 6049)
Tensile adhesion
P46520.10.14
10/03/2014
PRI (TS75878)
ASTM D6164
PusA-088-02-01
07/29/2009
ERD(TST 6049)
ASTM D1970/D4798
P43290.1Q14
10/17/2014
PoIndass USA
P/L Affidavit
Mu"Ide Cross Ltg
03/01/2008
NEMO ETC, I.I.C.
Evaluation Report P12050.02.09-R25
CertiJkateofAMMori:adon a32455
61e EDITION (2017) FBC
NON4IVH2 EVALUATION
R32WR29
Polyglass Roof UndledypNpt4;
(954) 233-IM
Revision
25: 10/14/2019
Page 2 of 16
D& bow 14110112M go
ERD (M 60491 TAS 103 PLYG-sc7sso.03.15 03/24/2015 PU:L% A USA
UL (QUA9625)
C
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
4.15
4.16
�
N EMO etc.
Fxmmbwmm N
g Ids
Materials AffMavit Pohstk:k Compound 08/28/2011
Quality Control Servke Confirnn tion 09/13/2018
PRWUCT IDESMPTION:
Product
Specification
Plant(s)
Description
Elastobase
ASTM D6163
FL
Fiberglass -reinforced, SBS modified bitumen base sheet
Elastobase P
ASTM D6164
FL
Polyester -reinforced, SBS modified bitumen base sheet
Elastoflex G TU
M-D 13-004
PA
Polyester -reinforced, modified bitumen the underlayment
FRSA/TRI April 2012
composed of a sand -surfaced SBS modified bitumen back-
side and granule -surfaced APP modified bitumen top -side
Elastoflex S6 G
ASTM D6164
FL
Polyester -reinforced, SBS modified bitumen cap sheet
FRSA/TRI April 2012
Elastoflex S6 G FR
ASTM D6164
FL
Polyester -reinforced, SBS modified bitumen cap sheet
FRSA/TRIApril 2012
Mule -Hide SA-APP Cap Sheet
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet
FRSA/rRJ April 2012
HydraGuard Dual Pro
ASTM D1970
FL
Nominal 60-mil thick dual -layer rubberized asphalt
waterproofing membrane, fiberglass reinforced, with a
polyester fabric surface
HydraGuard Tile Pro
ASTM D1970
FL
Nominal 60-mil thick dual -layer rubberized asphalt
TAS 103
waterproofing membrane, fiberglass reinforced, with a
FRSA/TRI April 2012
polyester fabric surface
Mule Hide SA-APP Cap Sheet
ASTM
APP modified bitumen cap sheet
(FR)
FRSA/TRI APolyflex
G
ASTM
Polyester -reinforced, APP modified bitumen cap sheet for
FRSA/TRI Ause
TPolyester-reinforced,
as an alternate to Heat Applied "Cap Sheet" in the
'wo Ply System' from FRSA/TRI April 2012 (04-12)
beneath mechanically fastened or adhered the roof
systems
Polyflex G FR
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet for
FRSA/TRI April 2012
use as an alternate to Heat Applied "Cap Sheet" in the
'Two Ply System" from FRSA/TR1 April 2012 (04-12)
beneath mechanically fastened tile roof systems
Polyflex SA P
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet
FRSA/TRI April 2012
Polyflex SA P FR
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet
FRSA/TRI April 2012
Polyglass Base
ASTM D6509
FL
Fiberglass -reinforced, APP modified bitumen base sheet
Poiyglass G2 Base Sheet
ASTM D4601
AL
Fiberglass -reinforced, asphaltic base sheet
Polystick IR-Xe
ASTM D1970
FL, PA
Nominal 60-mil thick rubberized asphalt waterproofing
membrane, glass fiber reinforced, with an aggregate
surface
Polystick MTS Plus
TAS 103
FL, PA, TX
Nominal 60-mil thick rubberized asphalt waterproofing
FRSA/TRI April 2012
membrane, glass fiber reinforced, surfaced with
polyolefrnic film surface
NEW ETC, LLC, Evaluation Report P32060.02.09-R25
CertPrate ofAudrodiorbn 432455 a EDITION (2017) FBC NON.HVHz EVALUATION Revision 25: 10/14/2019
PolyBlao Roof undMaymerRs; (954) 233-1230
Page 3 of 16
NNEMOletc.
4. PRODUCT DESCRIPTION:
Product
SpadBcation
Mantis)
Description
4.18
Polystick MU-X
ASTM D1970
F4 NV, PA
Nominal 54-mil thick dual -layer rubberized asphalt
(See Section 5.8)
waterproofing membrane, fiberglass reinforced, with a
polypropylene film surface
4.19
Polystick TU Max
ASTM D1970
FL, PA, TX
Nominal 60-mil thick rubberized asphalt waterproofing
TAS 103
membrane with a 190 g/m2 polyester fabric surface
FRSA/TRI April 2012
4.20
PolystickTU P
TAS 103
TX
Nominal 13D-mil thick rubberized asphalt waterproofing
FRSA/TRI April 2012
membrane, glass-fiber/polyester reinforced, with a
granular surface
4.21
Polystick TU Plus
ASTM D1970
FL, PA
Nominal 80-mil thick rubberized asphalt waterproofing
TAS 103
membrane, glass fiber reinforced, with a polyester fabric
I
FRSA/TRI April 2012
surface
S. UMTTATIONS:
f df
5.1 This is a building code evaluation. Neither NEMO(etc. nor Robert Nleminen, P.E. are, in any way, the Designer o Recor or any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless
retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification Is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of
this product.
5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within
FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this
evaluation combined with supporting data for the prepared roof covering.
5.5
Allowable Roof Covers:
TAKE 1: RooFCOVER Ornow
UndaArymeit
Afpheltshktaes
NOR-0nTes
Foatn.OnTOO
Mew
wood shwas
ashpedes
5111"
Elastobase
Yes
yes
(Bar9teet1n2-*5Vstam)
Yes
(ear Shrtin2-psysystem)
Yes
Yes
Yes
Elastobase P
Yes
Yes
(Barsheetin2i*sys )
Yes
(Base9net1n2-*wshm)
Yes
Yes
Yes
Polyglass Base
No
Yes
(Baee Sheeting-plyrystsm)
Yes
(Bar Sheetin 2yyy system)
No
No
No
PolyglassG2gase
No
Yes
(ease Sheet in 2-plysystem)
Yes
(Base9reetln2-ply system)
No
No
No
ElmWex GTU
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Elaswilex S6G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Elastotlex S6 G FR
Yes
Yes
No
No
Yes
Yes
HydmGwrd Dual Pro
Yes
No
No
Yes
Yes
Yes
HydraGwrd Tile Pro
Yes
Yes
Yes (see 5.5.1)
Yes
Yes
Yes
Mul"Ide SA-APP Cap
Sheet
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Mule -Hide SA-APP Cap
Sheet (FR)
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyflex G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Potoex G FR
Yes
Yes
No
No
Yes
Yes
PohMex SAP
Yes
Yes
Yes (see 5.5.1)
No
Yes
Yes
Polyflex SAP FR
Yes
Yes
Yes ISee 55.1)
No
Yes
Yes
Polystick lR-Xe
Yes
No
No
No
Yes
Yes
NEMO ETC, I.I.C. Evaluation Report P12o6U.02.09-R2S
Wb otrofAuthwuadon a32455 61e EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-M
Polygless Roof UtWerbyments; (954) 233-1230 Revision 25; 10/14/2019
Page 4 of 16
C
5.5.1
NNE MO I etc.
TABLE 1: ROOF COVER OnN1Ns
Polystkk MR Plus
Asphok SNroes
N511-0n TIN
Fawn -On Tile
NksW
Wood Shekee
6 gWWWs
slate
Yes
Yes
No
Yes
Yes
Yes
PoWick U-
Yes
No
No
Yes
Yes
Yes
Polystick TU Max
No
Yes
Yes (See S.S.1)
Yes
No
No
Polystick TUP
Polysdck TU Plus
No
Yes
Yes
Yes
Yes (See 5.5.1)
Yes (See 5.5.1)
No
Yes
No
Yes
No
Yes
"Foam -On Tile" is limited to use of the following Approved the adhesives / underlayment combinations.
TABLE 1A: ALLOWABLE TILE AMMM / UNDERIAYMEFtr COMBINATIONS'
Florida Product
Adhesive
Approval
UnderiaynNo is
DAP Foam Touch'n Seal Storm Bond
FL145D6
Polystick TU Max or Polystict TU Plus
Roof Tile Adhesive
HydraGuard Tile Pro, Polyflex SA P, Polystick TU Max, Polystick TU P or
Dow TileBond"'
FL22525
Polystick TU Plus
Elastoflex G TU, Elastoflex S6 G, HydraGuard Tile Pro, Mule -Hide SA-APP
ICP Adhesives Polyset• AH-160
FL6332
Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex G, Polyflex SA P,
Poyflex SA P FR, Polystick TU Max, Polystick TU P or PoWick TU Plus
Elastoflex S6 G, HydraGuard Tile Pro, Mule -Hide SA-APP Cap Sheet, Mule-
ICP Adhesives Polysete RTA-1
FL6276
Hide SA-APP Cap Sheet (FR), Polyflex G, Polyflex SA P, Polyflex SA P FR,
Polystick TU Max, Polystick TU P or Polystick TU Plus
5.6 Allowable Sub rates:
TABLE 2: SI165TAATE OPDWK FOR ADHERED UNDERLAYMENTs
Substrates (desipHd to meet wind loads for project)
Undedayment
Application
Toe
pd�
Material(s)
plywood' 058, Southern Yellow Pine or Huber
HydraGuard Dual Pro,
Deck /
(Optional) ASTM D41
Engineered Woods "ZIP System" Panels
HydraGuard Tile Pro,
sheathing
ASTM D41
structural concrete
Polystick (all variations),
self
ASTM C1289 Type II Class 1 polyisocyanurate, ASTM
Mule -Hide SA-APP Cap
adhering
Insulation
(Optional) ASTM D41
Crime2&9 Type V u DensDeck
Sheet, Mule -Hide SA-APP
or WB-3000
RO CK Gyps -Fiber Roof Bote,
Prime or SECUROCK Gypsum -Fiber Roof Board
Cap Sheet (FR), Polyflex
Base
ASTM D226 felt, Elastobase, Elastobase P or Mule -Hide
SA P or Polyflex SA P FR
N/A
Sheet
Nail Base
Deck
ASTM D41
structural concrete
Insulation
(Optional) ASTM D41
DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board
Elastoflex G TU, Elastoflex
S6 G or Elastoflex S6 G FR
hot asphalt
Base
ASTM D226 felt, Elastobase, Elastobase P, Mule -Hide Nail
Sheet
N/A
Base or Polyglass G2 Base
Deck
ASTM D41
structural concrete
Insulation
(Optional) ASTM D41
DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board
torch-
Polyflex G or Polyflex G FR
applied
Base
Elastobase, Eastobase P, Mule -Hide Nail Base, Polyglass
Sheet
N/A
G2 Base or Polyglass Base
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, LLC. Evaluation Report P12060.02.09-R25
Ceft*ate ofAUMor WdW e32455 0 EDITION (2p17) FBC N0N44VN2 EVALUATION FLSZ59.R29
Polyalass Roos Undedaymeats: (954) 233-1230 Revision 2S: 10/14/2D19
Page 5 of 16
N etc.
NEMO
5.6.1 Wind Resistance for Underlayment Systems in Foam -On Tile Applications:
The following wind uplift limitations apply to underlayment systems that are not prescriptively addressed in FRSA/TRI April
2012 (04-12) and are used in foam -on or mortar -set tile applications. Maximum Design Pressure is the result of testing for
wind load resistance based on allowable wind loads and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin
of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 3A or FBC 1609
for determination of design wind loads.
#1 Maximum Design Pressure =-52.5 psf:
Deck: APA rated, 7/16 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. 15/32-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 Design Pressure =-97.5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG300 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 1%" ring shank nails
through 32 ga., 1-5/8' diameter tin caps spaced 12-inch o.c.
44 Maximum Desian 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) Polystck 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 Be. x 13V ring shank nails
through 32 ga,1-5/8' diameter tin caps spaced 124nch o.c.
#5 Maximum Design Pressure =-135 psf
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) PG1W 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 Fit, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#6 Maximum Design Pressure = -315 osf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG300 or ASTM D41
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Undedayment: HydraGuard Tile Pro, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P Fit,
Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered.
#7 Maximum Design Pressure = 4"S DSf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
NEMO ETC, LLC. Evaluation Report P12060.02.09-R25
Certlpcate ofAutharlraaan 02455 6- EDITION (2017) FBC NON-HVH2 EVALUATION FL5259-R29
PolyBtass Roof UndMaymmb; (934) 233.12M Revision 25: 10/14/2019
Page 6 of 16
ONEMOletc.
#8
Maximum Design Pressure = 40-AllW:
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 Be. x 1.25-inch long x 14nch 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.
#9
Maximum Design
Deck:
Pressure = -37.5
Min. 1S/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, 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 Dsf
Deck:
Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
One (2) or two (2) layers ASTM D226, Type 11 felt
Fasteners:
31 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing:
6-inch o.c. at the 3-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
#11
Maximum Desian Pressure = -45 Dsf
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
One (1) layer ASTM D226, Type 11 felt
Fasteners:
11 Be. x 1.254nch x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin raps
Spacing:
flinch o.c. at the 24nch wide side laps and flinch o.c. at two (2) equally spaced staggered center rows.
Base Ply:
(Optional; for use with self -adhering underlayment only) Poystick 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 G TU, applied 1n full mopping of but asphalt.
#12
Maximum Desian Preswre=-45 Dse:
Deck:
Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Two (2) layers ASTM D226, Type 11 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:
94nch 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) Poystick MTS Plus, seNadhered.
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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
#13 Maximum Desian Pressure = -45 Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 94nch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows.
Underayment: Elastoflex G TU or Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied.
#14 Maximum Desian Pressure = -45.0 DBf:
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: 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, selfadhered.
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.
NEMO ETC, I.I.C. Evaluation Report P12060.02.09-R25
Cen*attafAUVWraaCa X33455 6- EDITION (2017) FBC NON-HVN2 EVALUATION FLS2S9-R29
Pa1Yalass Rod Underlaymmots; (954) 233-12M Revision 25: 10/14/2019
Page 7 of 16
ONEMOletc.
#15 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 o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
#16 Maximum Design Pressure = 45.0 Dsf:
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 Polyglass Base
Fasteners:
12 Be. annular ring shank nails with 1-5/8" diameter tin caps
Spacing:
6-inch o.c. at the 3-inch wide side laps and 64nch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Polyflex G, torch -applied.
#17 Maximum Design
Pressure =-52.5 Dsf:
Deck:
Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Elastobase (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 124nch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#18 Maximum Design Pressure=-52.5 Dsf:
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners:
Simplex Original Cap Nails
Spacing:
6-inch o.c. at the 3-Inch wide side laps and 6-Inch o.c. at four (4) equally spaced staggered center rows.
Base Ply:
(Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FIR), Polyflex SA P, Polyflex SA P Fit, Potystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#19 Maximum Design Pressure = -52.S Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex Original Cap Nails
Spacing: (-inch o.t at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#20 Maximum Design Pressure = -60 osf:
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 Be. x 1.252inth 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 B-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#21 Maximum Design Pressure = -60 Daf:
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 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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
NEMO ETC, U.C. Evaluation Report P12060.02.09-R25
Ce ti*M ofAuMw&utbn N324.55 6- EDITION (2017) FBC NON-HVH2 EVALUATION FL5259-R29
Pak)glass Root Undedaymetds; (954) 233-UN Revision 25:10/14/2019
Page 8 of 16
ONEMOletc.
#22
Maximum Design Pressure =-60.0 osf:
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:
Spacing:
Simplex MAXX Cap Fasteners
B-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 Plus, self -adhered.
Sheet (FR), POlyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
Underlayment:
Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap
TU P or Polystick TU Plus, self -adhered.
#23
Maximum Design Pressure = -60.0 osf:
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:
Spacing:
Simplex MAXX Cap Fasteners
8-inch o.c. at the 34nch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
#24
Maximum Design
Pressure = -60.0 Dsf:
APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Deck:
Jurisdiction.
Base Sheet:
Elastobase or Polyglass Base
Fasteners:
Spacing:
Simplex MAXX Cap Fasteners
8-inch o.c. at the 3-inch wide side laps and 84nch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Polyflex G, torch -applied.
#25
Maximum Design Pressure = -67.5 Dsf:
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 Underlayment)
Fasteners:
12 ga. x 1.25-inch long x 3/94nch head diameter annular ring shank roofing nails at 1-5/8-Inch diameter tin raps
Spacing:
84nch o.c. at the flinch wide side laps and 8-Inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
#26
Maximum Desian 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 or Mule -Hide Nail Base (poly -film top surface)
Fasteners:
TRUFAST Versa -fast Fasteners & Plates with two (2) screws per plate installed 18W 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 124nch 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 SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#27
Maximum Desian
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:
Fasteners:
Elastobase (sand top surface)
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 flinch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
NEMO ETC, I.I.C. Evaluation Report P12060.02.09-R25
Cer kate ofAaa Zatbn a32455 6m EDMON(2017) FBC NON-HVHZ EVAWATIDN FLS2594R29
Po fthm Roof Ukdedaynwnts (954) 233-IM Revision 25: 10/14/2M9
Page 9 of 16
NMOetc.
NE �
#28 Maximum Design Pressure = -67-S osf:
Deck: APA rated,19/32 CAT, 0.578 in., Exposure 1, OSS 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.
#29 Maximum Design Pressure =-75 osf
Deck: Min.15/324nch 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 Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat
Bottom Plates (AceuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners
Spacing: 1G-inch o.c. at the 44rich wide side laps and 10-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
#30 Maximum Design Pressure = -90 osf
Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied rap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. at the 24nch wide side laps and 64nch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#31 Maximum Desian Pressure =-90
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 sup)
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: Elastoflex G TU or Elastoflex S6 G, applied in hull mopping of hot asphalt or Polyflex G, torch -applied.
#32 Maximum Desian
Pressure =-90 Dsf:
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 flinch wide side laps and 64nch o.c. at three (3) equally spaced staggered center rows
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
#33 Maximum Desian Pressu
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 underlayment)
Fasteners:
Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3' Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat
Bottom Plates (AccuTrec), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners
Spacing:
9-inch o.c. at the flinch wide side laps and 94nch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
#34 Maximum Design
Pressure =-90.0 tssf:
Deck:
APA rated, 7/16 CAT, 0.41E 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:
9-inch o.c. at the 2-inch wide side laps and 124nch o.c. at two (2) equally spaced staggered center rows.
Primer:
PG3o0 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 Fit, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
NEMO ETC, I.I.C. Evaluation Report P3206t/.02.09-R25
Certyknte MAUftrkatkn#32455 61e EDITION 12017) FBC NON-HVHZ EVAWATION FL5259-RZ9
Polyglw Roof Undedayments; 19%) 233-IM Revision 25:10/14/2019
Page 10 of 16
ONEMOletc.
#35 Maximum Design Pressure = -90.0 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: 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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
#36 Maximum Design Pressure = -90.0 Dsf:
Deck: APA rated, 7/16 CAT, 0.419 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Polyglass Base
Fasteners: TRUFAST Venn -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,torchapplied.
#37 Maximum Design Pressure =-97.S Dsf:
Deck: Min. 19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-Inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c. at the 44nch wide side laps and 4-inch o.c. at four (4) equally spaced staggered center rows.
Base Ply: (Optional) Polystick NITS 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.
#38 Maximum Design Pressure = -97.S
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: 64nch o.c. at the 4-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Primer: PGSOO or ASTM D41 primer applied to stress plates.
Base Ply: (Optional) Polystick NITS 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.
#39 Maximum Design Pressure=-97.5
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: Eiastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt.
#40 Maximum Design
Pressure = -97.S osf:
Deck:
APA rated,19/32 CAT, 0.578 in., Exposure 1, OSS 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. 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.
#41 Maximum Design Pressure = -305 Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hotasphak or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. at the 24nch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
NEMO ETC, U.C. Evaluation Report P32060.02.09-R25
Certykate 01AUdWzodw #32455 6TM EDmON (2017) FBC NON44VHZ EVALUATION FLS259-R29
PoWass Roof Underlayments; (994) 233.1230 Revision 25: 10/14/2019
Page 11 of 16
ONEMOletc.
#48 Maximum Desian 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-fllm 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 44nch wide side laps and 9-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 NITS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mute -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.
#49 Maximum Design Pressure = -127.5 osf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSS sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase (sand top surface)
Fasteners: TRUFAST Versa -Fast Fasteners It 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: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
#50 Maximum Design Pressure = -127.S Dsf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSS 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 44nch wide side laps and 9-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Polyflex G, torch -applied.
5.6.1.1 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design
Pressure of -45 psf.
5.6.1.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that
required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure
determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a
qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss
Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk' carry the
limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exoosure Limitations:
TABLE 3: EXPOSURE IJMrrATIONS
Underlaymem
Maximum Exposure (days)
Elastoflex G TU, HydraGuard Dual Pro, HydraGuard Tile Pro, PolVstidt MTS Plus, Polystick TU
180
Max, PoFpdck TU P or Polystick TU Plus
Polystick IR-Xe or Polystick MU-X
90
Elastobase, Elastobase P, Polyglass G2 Base or Polyglass Base
30
180
(for adhesive -set tile)
Elastoflex S6 G, Elastoflex S6 G FR, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet
UNLIMITED
(FR), Polyflex G, Polyflex G FR, Polyflex SA P or Polyflex SA P FR
(for mechanically fastened roof
prepared roof covers)
5.8 PoWdt MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing
felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as set forth in
Section 4.3, Note 1 of ASTM D3970-15, should be established as to slip resistance.
NEMO ETC, LI.C. Evaluation Report P12060.02.09-R25
Cerftote ofAuthodwilon a32455 e EDMON (Z017) FBC NON-HVHZ EVALUATION FL5259-RZ9
Polyglass Roof Undedrymeco, (954) Z33-1230 Revision 25: 20/14/2029
Page 23 of 16
ONEM10jetc.
5.9 Tile S(iooase Umftations IFRSA/TRI April 2012104-12)1:
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These
-- I..___ k_.,a:.... _f ♦ke rnnf runs.
slope limitations can only be
exceeded py using vau< •> ��•..•ts
TABLE 2: TILE SLIPPAGE LIALITAT10N5
Tile Profile
Flat
Lugged
Flat or Lugged
Flat or Lugged
Flat or Lugged
Flat or Lugged
Flat
�a-•••e - -
FOR Omecr-DECKTRE INSTALLATIONS
Staging Method
SO -tile stack
8-tile stack (6 over 2)
6-tile stack (4 over 2)
stack (4 over 2)7:12
6-tile stack 14 over 2)
6-tile stack (4 over 2)
6-tile stack (4 over 2)
Maximum slope
7:12
6:12
4:12
4:12
4:12
5:12
Elastofle
ElastofleFR
U7Gor
HydreGu
Polyflex G or G FR
Polyflex SA P or SA P Fit
Polystick MTS Plus
Polystick TU Max
Polystick TU P
Polystick TU Plus
Lugged
Flat
6-tile stack (4 over 2)
6-tile stack (4 over 2) or 10-tile stack
4:12
7:12
Lugged
6-tile stack (4 over 2)
Lugged
Flat
10-tile stack
6-tile stack (4 over 2)
6:12
6:12
6:12
Lugged
Fiat or Lugged
6-tile stack (4 over 2)
6-tile stack (4 over 2)
4:12
7:12
Flat or Lugged
SO -tile stack
6:12
6. INSTALLATION:
.. .. ...,tiu.k.e.11.,.r>u>rinnrneuirementssubiecttothe
6.1 Polyglass Roof Underiayments snau be in iiep in 3u:V.uau..v ,a•o� r --••-• •-- ----- -
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 Muk-Hide Nail Base:
6.3.1 Non -Tile AoDllcatiOns:
Shall be installed in compliance with the codified requirements for ASTM D226, Type ll underlayment in FBC Table 1507.1.1 for
the type of prepared roof covering to be installed and Polyglass published requirements.
Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule -
Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot
asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are those associated with the top -layer
underlayment, as set forth in Table 1.
6.3.2 Tile Applications:
Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two Ply
System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.1 herein, coupled with FRSA/TRI April
2012 (04-12) Installation Manual.
NEMO ETC, U.C.Evaluation Report P12060.02.09-R25
urtPmte ofAuMorizo0un a32455 a EDITION (2017) FBC NON-HVHZ EVALUATION ReNsbn 25: 30/14/2019
Polygon Roof UMedrymaRs: (9S4) 233-u90
Page 24 of 16
ONEMOletc.
6A HydraGuard Dual Pro, HydraGuard Tile Pro, Mule Hide SA APP Cap Shee4 Mules M P otysdckTU Peo (FR),dtPolyflex PlusSA P•
poryflex SA P FR. Polystick IR-Xe, Polystick Mn Plus, POlystldc MU-X, Poystick
6.4.1General:
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).
Vkw of Ovelap sum or HydraGuard Dual Pro and Nydreavard The Pro
6.4.2 Non-Tile_A22U ations:
Shall be installed in compliance with the codified requirements for ASTM D1970 (except Polystick TU P) underlayment in FBC
Table 1507.1.1 for the type of prepared roof covering to be installed and Polyglass published requirements.
6.4.3 Tile ADDlications !excludes NvdroGuard Dual ProPolystick 1R-Xe and Polystick MU-Xl:
Shall be installed in compliance with the requirements for Self -Adhered Membrane set forth in FRSA/TRI April 2012 (04-12) and
Polyglass published requirements.
For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self -adhering top sheet(s), Base Sheet
fastening shall be not less than FRSA/TRI April 2022 (04-12), Table 1.
For adhesive -set tile applications, refer to Section 5.6.1 herein.
6.4.4 Multi -Ply Underlayment Systems:
Polystick MTS Plus followed by HydraGuard Tile Pro, Polyflex SA P, POlystick MTS Plus, Polystick MU-X, Polystick TU Max,
Polystick TU P or Polystick TU Plus is allowable for use under mechanicaly 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 underiayment 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.
6.5 I Elastoflex G TU Elastuflex S6 G or Elastoflex S6 G FR- _-
6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published installation
requirements. For use in tile applications:
✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System"
from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet"
In the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems.
✓ Elastoflex S6 G is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System"
from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet"
in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered file roof systems.
✓ Elastoflex S6 G FR is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap
Sheet" in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems.
NEW ETC, U.C.Evaluation Report P12060.02.09-R25
COofAulh"Mdon a32455 6- EDITION (2017) FBC NON-HVN2 EVALUATION F15259•R29
polligless NJimtt
Rod 19541 �I0 Revision 25: 10/14/2019
Page 15 of 16
ONEMOletc.
6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt -applied to the substrates
noted in Table 2. Side laps shall be minimum 3-inch and end -laps minimum 64nch wide, off -set minimum 3 feet from course
to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately
3/8-inch beyond the lap edge.
6.6 I Polyllex G or Polyflex G FR:
6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use
in tile applications:
✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-
12) beneath mechanically fastened or adhered tile roof systems (Refer to Table 2 for base sheet options).
✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the Two Ply System" from FRSA/TRI April 2012
(04-12) beneath mechanically fastened tile roof systems (Refer to Table 2 for base sheet options).
6.6.2 Polynex G or Polyflex G FR shall be fully torch -applied to the substrates noted in Table 2. Side laps shall be minimum 3-inch and
end -laps minimum 6-inch wide, offset minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and
inspected to ensure minimum 3/94nch flow of modified compound beyond the lap edge.
6.7 Tile Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2
herein, and Polyglass published requirements for tile staging.
6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof
slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail -boards, to prevent tile
sliding and/or damage to the underlayment during the loading process.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in orderto properly evaluate the installation of this product.
8. MANUFACTURING PU%ITM-
Contact the noted CIA agency for information on product locations covered for F.A.C. 61620-3 CIA requirements. Refer to
Section 4 herein for product & production locations having met codified physical properties specifications.
9. QUAuTYAssummaENTm:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report P12D60.02.09-R25
Certificate ofAud"ftatfm N32455 eEDmON(Z017)FBC NON-HVHZ EVAWATION FL5259-R29
Polyglm Root UnderWments: (954) 233-1ZM Revision 25:10/14/2019
Page 16 of 16