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�y> Search>62R3ICA Ion %>Application Det•ll
Pd FL# FL5259-R31
Application Type Revision
Code Version 2020
Application Status Approved
I
Comments 7�
Archived REVIEWED FOR
•
Product Manufacturer POLYGLASS USA
Address/Phone/Email 111I W. Newport Center Drive CODE COMPLIANCE
Deerfield Beach,FL 33442
(954)233-1330 Ext 242 ST. LUCIE COUNTY
ma[pert 0Polyglass.com
BOCC
Authortzed Signature Maury Alpert
malpertOpoiyglass.com
Technical Representative TECH REP
Address/Phone/Email 1111 West Newport Center Drive
Deerfield Beach,FL 33442
(866)802-8017
uspolyglasstechnlcai@polyglass.com
Quality Assurance Representative QA REP
Addrtss/Pthone/Email I I I I West Newport Center Drive Deerfield Beach,FL 33442 File Copy
(688)410.1375
uspolyglasstechnicalopolyg lass.com
Category Roofing
Subcategory Underlayments
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
4 Quality Assurance Contract Expiration Date 10/21/2022
Validated By John W. Knezevich,PE
Validation Checklist- Hardcopy Received
Certificate of Independence Fl 5259 931 COI 2020 O1 CQI NIEMINFN.ndf
Referenced Standard and Year(of Standard) Mridard Year
ASTM D1970 2015
ASTM D226 2009
ASTM 04798 2011
ASTM D6163 2015
ASTM D6164 2011
ASTM D6222 2011
ASTM 06509 2015
FM 4474 2011
FRSA/TRI,Sixth Edition 2018
UL1897 2015
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/22/2020
Date Validated 10/26/2020
Date Pending FBC Approval 11/01/2020
Date Approved 12/15/2020
Date Revised 12/21/2020
Suu ma-i of Products
FIL Model, Number or Description
5259.1 Polyglass Roof Roofing undedayments
Undedayments
Llmlts of Use _ i Insta!latlon Instructions
I Approved for use In HVHZ: No fl525 —931 11 2020_129 2 FINALj,�f ER POLYS,LASS S�jy�EF�AYMENTS FLS�: i
Approved for use outside HVHZ:Yes a
Impact Resistant:N/A Verified By: Robert Nleminen PE-59166
Design Pressure: +N/A/-622.5 Created by independent Third Party:Yes
Other. 1.)The design pressure In this Evaluation Reports
application relates to one particular FL5259 R331 AE 2020 09 30 FINAL ER POLY• ASS 1NDE LAYMENTS FL5259-
underlayment system for use In the roof RIL29
systems. Refer to ER Section S.B.3 for other Created by Independent Third Party: Yes
systems and associated maximum design
pressures. 2.) Refer to ER Section 5 for
other limits of use.
aarw Na.r
CoritaLi1!]::2601 Mafr Stone Roari,Tlimanaiste FL 32399 fhrzne:85Q-A 7.1824
The State of Florida Is an AA EO employer.Sgwrtaht 20Q7.2o13 Stnts or Flo tdn :;p vacs 5!etCTent::A es.mll'ev Strt•m•nt "Ild t.tem nt
Under Florida law,emalI addresses are public records,Ir you do not went your a-mall address released In response to a public-records request,do not send electronic
mall to Ws an".Instead,contact"office by phone ar by traditional mall.It you haw any Questions,please contact 850,487.1395.•Pursuant to Section 455.275(1),
Florida Statutes,effective o4obar 1,2o12,ucansees kansed under Chapter 455,FS,must provide the Department with an email address if they have one.The emnlis
prvvlded may be used for efncial communimtIon with the licensee.However amall addresses are public record.If you do not wish to supply a personal address,please
provide the Department w7tn an emaJ address which can be made avallable to the public To determine If you am a Ilcensee under Chapter 455,ES.,please click mere.
Product Appmvva]l Accepts:
In1113�fs ~�k
Credt Card
Safe
I
NEMO 1 etc.
Certlf cDte of Authortzotion#32455
353 Christian Street, Unit#13
Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT
Poly lass USA, Inc. Evaluation Report P12060.02.09-R27
1111 West Newport Center Drive FL5259-R31
Deerfield Beach, FL 33442 Date of Issuance:02/24/2009
(954)iZ33-1330 Revision 27:09/30/2020
Scop
This valuation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
const[uction 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
herei' have been evaluated for compliance with the 7"Edition (2020) Florida Building Code sections noted herein.
DEscR�PTION: Polyglass Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and
FBC 1507.1.1.
CONTI UEo COMPLIANCE: This Evaluation Report Is valid until such time as the named product(s) changes, the referenced Quality
Assur nce or production facility locations) changes,or Code provisions 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 location(s). NEMO ETC,LLC requires a complete review of its Evaluation Report relative
to updated Code requirements with each Code Cycle.
ADvrR ISEMENT:The Florida Product Approval Number (FL#) preceded by the words "NEMOletc. Evaluated" may be displayed in
adve sing literature. If any portion of the Evaluation Report is displayed,then It shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 17.
Prepa d by: "n"'�l";'•n.,-
�. 1
55t. a l�s
Robe 1.M. Nieminen,P.E.
,,.••
Florida eglsUotlon No.5916ti,florldo DCA ANF1983 .�i.,,,,,,,,,.• 7tse lacslmlle seal ippearlrg was authorfred by Robert Nleminsn,P.E.on
09/W020. TNs does not serve as an electronkally,slined document.
CERTIFicknoN of INDEPENDENCE:
1. NEMO ETC,LLC does not have,nor does It intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing
products it evaluates.
2. NE�M1 0 ETC,LLC Is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.F. does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the
evaccuation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity Involved in the approval process of the product.
5. This Is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen, P.E.are,in any way,the Designer of Record for any project on
whIO this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retalned specifically for that
purIose.
02019 NEW ETC,LLC
l
C
MEMO}etc.
RoollING COMPONENT EVALUATION:
Product Category: Roofing
Sub--Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, inc., have demonstrated compliance with the
following sections of the 71 Edition (2020) Florida Building Code through testing in accordance with the following Standards_
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
Section PropeTty Standard Year
1504.3.1 Wind resistance FM 4474 2011
1504.3.1 Wind resistance UL 1897 7015
1507.1.1/R905.1.1 Material standard ASTM D226 2009
1507.1.1,1507.2.4,1507.2.9.2 i Material standard ASTM D1970 2015
R905.1.1,R905.2.8.2
ilS07.3.3/R905.3.3 Material standard FRSA/TRI,Sixth Edition 2018
11507.11.2/R905.11.2 Material standard ASTM D6163 2015
1507.11.2/R905.11.2 Material standard ASTM D6164 2011
(1507.11.2/R905.11.2 Material standard ASTM D6222 2011
aS07.11.2/R905.11.2 Material standard ASTM D65o9 2015
TAS 110 Accelerated Weathering ASTM D4798 2011
r.
n
En Examination t r c DIA EntltY Exeminetlon Jtdgmm i7"ta
(TS ERD T 49) Wind Uplift 11757.08.01.1 09/13/2001 ERD(TST 6049) 30/90 physlals PLYG-SC11900.03.17 03/10/2017
ERD(T5T 6049) Wind Uplift 1177&06.02 OV16/2003 ERD(TST 6049) TAS 103 PLYG-SC12115.08A7 08/08/2017
ERD(TST 6049) wind Uplift P1740.01.07 01/04/2007 ERD(TST 6049) TAS 103 PLYG-SC13035.08.17 10/31/2017
ERD(TST 9) ASTM D1970 P511C.04.07.1 D4/11/2007 FM(T5T 1867) Wind Uplift 3004D91 01/12/2D00
ERD(TST M) Wind Uplift P9260.03.08 03/21/2008 =-ES(EVL 2396) IBC Compliance ESA-1697 04/01/2019
ERD(TST 6049) Wind Uplift P30540.11.D9-Rl 11/30/2009 M-D(CER 1592) HVHZ Compliance NOA 17.0614.22 07/06/2017
ERD(TST tQ49) Tensile Adheslon PI1030.11.09-1 11/30/2009 MTi(7ST 2508) ASTM D4798 M01.17A 0410V2008
FAD(TST tt049) Wind Uplift P11030.11.09.2 11/30/2009 NEMO(TST6049) A5TM01970 4-PLYG-18-004.03.18 03/29/2018
ERD(TST$049) ASTM D4977 P11030.11.09-3 11/30/20D9 NEMO(1ST 6049) Wind Uplift 4L•PLYG-18-003.01.19 01/11/2019
ERD(TST 6049) ASTM D1970 P33360.Ofi.10 06/2S/2010 NEMO(TST 6049) ASTM D6163 45-PLYG-18-002.01.19-A 01/24/2019
ERD(75T Vl04"9) TAS 103 P33370.03.11 03/02/2011 NEMO(TST 6049) ASTM D6222 4S-PLYG-18-002.05.19-C OS/20/2019
ERD(TST 6049) Tensile Adhesion P33370.04.11 04/26/2011 I NEMO(TST6049) ASTM 01970 41�PLYG-I9-SSUDL-00A 09/10(Io19
ERD(T5T 6049) ASTM 01970 P37300.10.11 10/19/Z011 NEMO(TST 6049) TAS 103 4S-PLYG-18.004.10.19-6 10/08/2019
ERD(T5T 6049) TAS 103 P40390.08.12,1 Oe/06/2012 MEMO(T5T 6049) TA5103 45-13LYG-18.004.10,19-1 10/08/2019
ERD(TST 9) Tensile Adhesion P40390.08.12.2 08/07/2012 NEMO ITST 6D49) TAS 103 4S-PLYG-18-004.10.19-1- 10/09/2019
ERD(TST 9) Tensile Adhesion C41420.09.12-3 09/1112012 NEMO(T5T 60491 TAS 103 4J-PLYG-I9-SSUDL-01.A IO/10/2019
ERD(T5T 9) Wind UplIft P39680.03.13 03/04/2013 MEMO(TST 6049) TAS 103 4S-PLYG-18.004.12.19-F 12/18/1019
ERD(TST 6D49) ASTM 01970 P4537C.04.13 04/26/2013 MEMO(TST 6049) TAS 103 4}PLYG-19-5SUDL-02.A Ol/OZ/2n2A
ERD(T5T 6D49) Wind Uplift P173a.02.07-R2 04/29/2013 NEMO(TST 6049) ASTM D1970 4S-PLYG-18-DU.01.20.1-1 01/14/2020
ERD(TST 6p49) Wind Uplift 11757,04.01.1-R1 D4/30(2013 NEMO(TST 60491 ASTM 01970 4S-PLYG-1&004.01.20.K 01/14/2020
ERD(T5T( 49J ASTM D6154 P37590.03.13.3A 05/06/2013 NEMO(T5T 6049) TAS 103 4S-PLYG-ld-004.o1.20A 01/16/2020
ERD(TST 9) ASTM D6SO9 P37590.03.13-1-R1 06/26/2013 MEMO(T5T 6049) ASTM D6164 45-PLYG-1&O0001.20.8 OV16/2020
ERD(TST cN 9) Wind Uplift P41630.Da.13 08106/2013 MEMO(TST 6049) ASTM D6222 4S-PLYG-13-M.12.19,941 01/1 712020
ERD(TST W49) A5TM D4601 1)45940.09.13 091G4/2013 NEMO(T5T 60491, TAS 103 PLYG-SCIMSAS.20A 05(29/2010
ERD(T5T 6049) Wind Uplift P11751.05.03-R7 11/26/2013 NEMO(TST 6049) TAS 103 All-PLYG-20-5S11OL-01 07/06/2020
ERD(TST 6449) Wind Uplift P11761.11 03-R1 11/26/2013 NEMO(TST 6049) ASTM D622I 4Q-PLYG-19-5SMR(3-05A 07/23/2020
ERD(T5T 6p49) 30/90 physicals P45270.05.14 05/12/2014 NEMO ITST 6049) ASTM D4798/D1623 4J-PLYG-I9-SSUDL-05.A 09/10/2020
ERD(TST 6qJ i9) Tensile adhesion 6020.09.14.5 09108/2D14 NEMO(TST 6049) ASTM 01970 4J-PLYG-20-SSUDL-O5.A o9/30/2020
ERD 0-5T 6�49) Tensile adhesion 6020.09,14-6 09/08/2014 NEMO(TST 6049) TAS 103 4J-PLYG-2D-SSUDL-0S.0 09/30/2020
ERD(TST 049) Tensile adhesion P46520.10.14 10/03/2014 NEMO(TST 6049) TAS 103 41-PLYG•2D-SSUDL-11 09/30/2020
NEMO ETC,LLC Evaluation Report P12060.02.09-R27
CertlJkat4ofAurhorlmUonr31455 7n'EDITION 12020)F8C NON-HVNZ EVALUATION FL5259-IL31
4 Polyglaw Roof Underloyments Revision 27:09/30/2020
Page 2 of 17
ONEMOjetc.
E Exatninatfon Reference M UIIIY Pat►Itrtatlon &darenc Datg
ERD( 6049) ASTM 01970/04798 P43290A0A4 10117/2014 PRI(TST 53781 Tensile Adhesion PRI01111 04/08/2002
ERD(TS 6049) TAS 103 PLYG-SOS50.03.15 03/24/2015 PRI(TST 5878) TAS 103 PUSA-018-02-01 07/14/7003
ERD(T5 6049) Tensile adhcyon P40390.D4.15 04/U3/2015 PRI(TST 5878) TAS 103 PUSA-035-02-01 09/Z9/2006
fRD 6049) TAS 101 P44350.10.14-81 05/18/2015 PRI(TST 5878) 7AS 103 PUSA-OSS-02-02 12110/2007
ERD(TST 60491 W Ind Uplift PLYG.SC8905.0SA6-1 OS/17/2016 PR!MT S8781 ASTM 062-22 PUSA-061.02-02 01/28/2008
ERD(IS 6049) ASTM 01970 PLYG-sc10130.06.i6-] 0612 7/2 0 16 PRI(TST S878) ASTM D6164 PUSH-088-02-01 07/29/2009
ERD(T5 6049) Tensile adhesion PLYG-SC1D130.06.16.2 06/27/2016 Polyglass USA P/LAf11davlt Mule+*da Cross Ltg 03/01/2008
ETsD tT5 6049) TAS 103 PtYG-SC14130.06.16-3 06/27/2016 Polyglass USA Materials Affidavit PotysUrk Compound 08/18/2011
ERD(TS 6449) ASTM 01970/0 4 7 98 PLYG-SCR080.07.16 07/16/2016 UL(QUA96251 Quatlty Control Service Conflrmation(FL) 09/13/2018
ERD(T 6049) Wind Uplift PLYG-SC32025.10.16 10/12/2016 UL(QUA9625) Quality Control Service Confirmatlon(TX1 11/07/2019
ERD(TST 6049) TAS 103 PLYG-SC1304a12.16 21/27/2016 UL(QUA9625) Quality Control Florida OCIS Current
Product Material Standard Plant(s) Description
4.1 Elastobase ASTM D6163 FL Fiberglass-reinforced,SBS modified bitumen base sheet
4.2 Elastobase P ASTM D6164 FL Polyester-reinforced,SBS modified bitumen base sheet
4.3 Elastofiex 56 G ASTM D6164 FL,PA Polyester-reinforced,SBS modified bitumen cap sheet
FRSAITRI09-19
4.4 Elastoflex 56 G FR ASTM D6164 FL Polyester-reinforced,SBS modified bitumen cap sheet
FRSA/TR(09-18
4.5 HydraGuard Dual Pro ASTM D1970 FL Nominal 60-mil thick dual-layer rubberized asphalt
waterproofing membrane,fiberglass reinforced,with a {
polyester fabric surface
4.6 HydraGuard Tile Pro ASTM D1970 FL Nominal 60-mil thick dual-layer rubberized asphalt
FRSA/TR109-18 waterproofing membrane,fiberglass reinforced,with a
polyester fabric surface
4.7 Mule-Hide SA-APP Cap Sheet ASTM D6222 FL Polyester-reinforced,APP modified bitumen cap sheet
FRSA/TRI 09-18
4,8 Mule-Hide SA-APP Cap Sheet ASTM D6222 FL Polyester-reinforced,APP modified bitumen Cap sheet
(FR) FRSA/TRI 09-18
4.9 iPolyfiex G ASTM 06222 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 Nigh Wind
Concrete and Clay Roof Tile installation Manual, Sixth
Edition beneath mechanically fastened or adhered tile
roof systems
4.10 olyflex G FR ASTM D6222 FL Polyester reinforced,APP modified bitumen cap sheet for
FRSA/TR109-18 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 lnstoilatlon Manual,Sixth
Edition beneath mechanically fastened the roof systems
4.11 �olyflex SA P ASTM 06222 FL,TX Polyester-reinforced,APP modified bitumen cap sheet
FRSA/TR109-18
4.12 Polyflex SA P FR ASTM D6222 FL,TX Polyester-reinforced,APP modified bitumen cap sheet
FRSA/TRI09-18
4.13 Polyglass Base ASTM D6509 FL Fiberglass-reinforced,APP modified bitumen base sheet
4.14 Polyglass G2 Base Sheet ASTM D4601 AL Fiberglass-reinforced,asphaltic base sheet
NEMO C,LLC. Evaluation Report P12060,02.09-R27
Certip of Aufhor/ratlon 83245S 7TM EDTTION(2020)F8C NON-HVHZ EVALUATION FL5259-R31
Polyglass Roof Underlaytnents Revision 27:09/30/2020
Page 3 of 17
ONEMOletc.
Product Material Standard Plant(s) Description
4.15 Polystick IR-Xe ASTM D1970 FL,PA,TX Nominal 60-mil thick rubberized asphalt waterproofing
membrane,glass fiber reinforced,with an aggregate
surface
4 6 Polystick MTS Plus ASTM D1970 FL,NV, Nominal 60-mil thick rubberized asphalt waterproofing
FRSA/TRI 09-18 PA,TX membrane,glass fiber reinforced,surfaced with
polyolefinic film surface
4.17 Polystick MU-X ASTM D197W FL,NV,PA Nominal 54-mil thick dual-layer rubberized asphalt
waterproofing membrane,fiberglass reinforced,with a
polypropylene film surface
4.18 Polystick TU Max ASTM D1970 FL,PA,TX Nominal 60-mil thick rubberized asphalt waterproofing
FRSA/TRI 09-18 membrane with a 190 g/mz polyester fabric surface
4.19 Polystick TU P FRSA/TRI 09-18 FL,PA,TX Nominal 130-mil thick rubberized asphalt waterproofing
membrane,glass-fiber/polyester reinforced,with a
granular surface
4.20 Polystick TU Plus ASTM D1970 FL,PA,TX Nominal 80-mll thick rubberized asphalt waterproofing
FRSA/TRI 09-18 membrane,glass Aber reinforced,with a polyester fabric
surface
4.21 Polystick XFR ASTM D1970 NV,TX Nominal 80-mil thick rubberized asphalt waterproofing
FRSAITRI 09-18 membrane,glass fiber reinforced,surfaced with a
textured film surface
QS -.. 7771
5.1 This Is a Building Code Evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,In any way,the Designer of Record for
any project on which this Evaluation Report,or previous versions thereof,Is/was used for permitting or design guidance unless
Iretained specifically for that purpose.
5.2 This Evaluation Report is not for use In FBC High Velodty Hurricane Zone jurisdictions(i.e.,Broward and Mlaml-Dade Counties),
5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be In accordance with
FBC requirements to the satisfaction of the Authority Having Jurisdiction.
5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitatlons
regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic
Insulation.
5.5 poiyglass 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.
r Pohrstfck MV-X hos been found through comparotive testing to hove a lesser cot;fJldent a//rlctlon than ASTM D226 mofhtg feh In a dry condltlon,rested at standard
laborot ry conditions Agreement between purchaser and seller,as set forth In Section 4.3,Note 1 of ASTM D2970•15,shoLdd be estabihhed as to OP reslswner.
NEMO E TC,LLC. Evaluation Report P12060.02.09427
Ce ofAuihorkation 03141S 7D1 EDMON(2020)FBC NON-HVHZ EVALUATICM FL5259•R31
Polyglass Roof Undertayments Rtvhion 27;09/30/20Z0
Peke 4 of 17
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ONEmojetc.
5.6 Atlowable Roof Covers:
TAm 1: ROOF COVER OPTIM
AsPWt clay and Coacrm TUa Metal slate or wood
1si77.3 slate-typo
Media" Adhesive- Paneb sh Oes Shtndo Shkytas
fsSosa! Athdt sat ft607d MW am.7) (tsDll Shakaa(pso m
yes Yes Yes Yes Yes Yes Yes Yes
Elast4ase Wwwo to *am Sim; I«Im ff 3me., IM.mt2a t0 (Ahamah to vimmsta to Wtan,.0 inC22s, (A%vrta is D22f,
s.D22Q 2ya.tq s«3-U) s sa)) Dn6,Two a) 0221L Tyf.SI U24 Tye.10 TV"a) Tyf.61
Yes Yes Yes Yes Yes Yes Yes Yes
Elasto�ase P MWYO.to in e...SA«c (o Sams~, ("wrw%*to (Me om.is Wum to tc Qlt "OU to 02A y I-�010 to ottf.
0226,Tye.Iq Seas $N 33131 0226,Tye.ul 0126,Ty"11) m2s. 19 Tyy.s) rf"0)
yes Yes
Poiygl ss Base No (•t Bali?Sha.t, ("am shmaL No No No NO No
se.513) s..51.3)
Yes Yes
Polyg( $5(32Base No (to Us#sh.et, Imb..9+..t No No No No No
s..S.aa) See 5.2.31
Elasto ex S6 G No Yes (Seees5. No No No No No
Elasto ex S6 G FR No Yes No No No No No No
Yes Yes
Hydraduard Dual Pro Yes No No Yes Yes Yes 0"V wtfs.l3m.Lu 00im1 ft61S02 LLX
/#=1.231 111905.2 U)
es Yes Yes
HydraOuard Tile Pro Yes Yes (Sea s..6 ) Yes Yes Yes Own.tnp,1.507.1.43 por,tsimm ism LL3
/WO5.L.L3 0051.1.3)
Mule- de SA-APP Cap Sheet No Yes (su cif No No No No No
Mule- de SA-APP Cap Sheet(FR) No Yes (yes 1) No No No No No
s.Po"e G No Yes (Yes � No No No No No
Polyfle G FR No Yes No No No No No No
Polyflex SA P No Yes (Ste Yes
1) No No No No No
Polyfies SA P FR No Yes Safes No No No No No
Yes Yes
Polysticic IR-Xe Yes No No No No Yes 0*464tK tsm.LL3 0oattnros 1502.11}
/RSOL1.u1 /MOS.LLI
Yes Yes
Polystick MTS Plus Yes Yes No Yes Yes Yes owntstfp%3w?.1.L3 D*tnfp61507.LL3
/WS.LL.3 /Rws.Lu
Yes YeS
Polystick MU-X Yes No No Yes Yes Yes UOVAAdM 1501 LL3
Qeac nrtps Iw7113
l AM.L1.2 /RmkLL3
Pol TU Max No Yes Yes Yes Yes No Yes Yes
Yn (Saa s.6.1) ooi�t,efts Lwr LL3 oau,t a*ty;150.I L s
!Sxsz uI /Rsosilz
Yes
Po stl TU P No Yes Yes No No No Yes K 1
(sae 5A.1) UaMR. ims-1.31 doMt finds 1907.L1.3
/R9o5,1.1� lR90S.2.13I
Pat (c TU Pius Yes Yes Yes Yes Yes Yes Yes Yes
Ysi k (see 5.&1) oolnt wye,2sor3.13 uentmtx 15m.L1!
/Rsos.L2.3) /aos.11�
Yes Yes
Poiystici(XFR Yes Yes No Yes Yes Yes paat.vtts SSm.LLs pope nips ism•,,
/RSosz.ul /Rsos.L.1.2
MEMO LLC. Evaluatlon Report P32060.02.09-R27
CerrjJ)rn gAuth0fbodbn/32455 7-EDITION(2020)FFIC NON-HVH2 EVALUATION FL52S9-R31
Polyguss Roof Underfayments RvAsion 27:09/30/2020
Page 5 of 17
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ONEMOletc.
5.6.1 Adhesive-set tile is limited to use of the following underlayment/tile-adhesive combinations.
TABLE IA:ALLOWABLE UNDERIAYMENT/TaE-ADHEsm COMBINATioNs2
Underlayment Adhesive Florida Product Approval
Polysti k TU Max or Polystick TU Plus DAP Foam"Touch'n Seal FL14506
StormBond Roof TBe Adhesive'
Hydra uard Tile Pro,Polyflex SAP,Polystick TU Max,Potystick TU P or Polystick Dupont"Tile Bond'Roof Tde FL22525
TU Plu Adhesive'
Elastof(ex S6 G,HydraGuard Tile Pro,Mule-Hide SA-APP Cap Sheet,Mule-Hide SA- ICP Adhesives and Sealants
APP Ca Sheet(FR),Polyflex G,Polyflex SA P,Polyflex SA P FR,Polystick TU Max, "Polyset•AH-160' FL6332
PoiystidkTU P or Polystick TU Plus
Elastoflex S6 G,HydraGuard Tile Pro,Mule-Hide SA-APP Cap Sheet,Mule-Hide SA- IC P Adhesives and Sealants
APP Ca¢Sheet(FR),Polyflex G,Polyflex SA P,Polyflex SA P FR,Polystick TU Max, "Polyset*RTA-1' FL6276
( Polystick TU P or Polystick TU Plus
5.7 Allowable Substrates:
TABLE 2: SUBSTRATE OPTIONS FOR ADNERED UNDERLAYMENTS
Substrates(designed to meet wind loads for project)
Underisyment Application
Type Primer Materialls)
Hydrae and Duai Pro, Deck/ (Optional)ASTM plywood,OSB,Southern Yellow Pine or Huber Engineered
Hydrae and Tie Pro,Polystick IR- D41 Woods'ZIP System'Panels
Xe,Pal tick MTS Plus,Polystick sheathing ASTM 041 structural concrete
MU-X, olystick TU Max, self ASTM C1289 Type II Class 1 polylsocyanurate,ASTM
Polystic TU P,Polystick TU Plus, (Optional)ASTM
Polystic XFR,Mule-Hide SA-APP I adhering Insulation 041 or WB-3000 C1289 Type V polylsocyanurate-composite, DensDeck
Cap Sheet, R,Mule-Hide
de APP Prime or SECUROCK Gypsum-Fiber Roof Board
Cap Sheet(FR),Polyflex SA P or Base Sheet N/A ASTM D226,Type II felt,Elastobase,Elastobase P or Mule-
Polyflex SA P FIR Hide Nail Base
Deck ASTM D41 structural concrete
Elastoflex S6 G or Elastofiex S6 G Insulation (Optional)ASTM DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board
FR hot asphalt D41
Base Sheet N/A ASTM 0226,Type II felt,Elastobase,Elastobase P,Mule-
Hide Nail Base or Polyglass G2 Base
Deck ASTM 041 structural concrete
torch- Insulation toptional)ASTM DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board
Polyflex G or Polyflex G FR applied D41
Base Sheet N/A Elastobase,Elastobase P,Mule-Hide Nall Base,Polyglass
G2 Base or Polyglass Base
I
I Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approvol for Overturning Moment Resfstonce Performance.
NEMO 6rC,LLG Evaluatlon Report P12060.02,09-R17
Certlfhntr ofAuthorizadon 02455 7-EDITION(2020)FBL NON-HVHZ EVALUATION FLS259-R32
Polygfass Roof Undertayments Revision 27:09/30/2020
Page 6 of 17
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ONEMOletc.
5.8 Attachment Limitations:
5.8.1 For use under mechanically attached NON-TILE prepared roof coverings, attachment shall be in accordance with the
manufacturers installation instructions,but—for mechanically attached underlayments or base sheets-not less than FBC
1507.1.1 or R905.1.1.
5.8.2 For use under tile roof systems,attachment shall be In accordance with the manufacturer's installation instructions, but—
for mechanically attached base sheets-not less than:
• FR5AfM1 Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition,Appendix A,Table 1(for Two-
PlyAsphalt Applied Hot Mop Underlayment)
! or
• Section 5.8.3 herein(for other underlayment systems).
i
5.8.3 Wind Resistance for Underlayment Systems In Tile Roof Applications:
The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI 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 applied).
5.9.3.3 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 Edition, Appendix A, Table 1A or the critical (highest) design
pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
It 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 Elastaflex SA-V over all 058 Joints
Base Ply: Polystick NITS Pius,self-adhered.
Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick
TU P or Polystick TU Plus,self-adhered.
#� Maximum Design Pressure=-90psf:
Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having ludsdictlon.
Primer: None
Base Ply: (Optional)Polystick MTS Plus,self-adhered.
Underlayment: Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet tFR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick
TU P or Polystick TU Plus,self-adhered.
03 Maximum Design Pressure=-97.5 psf:
Deck: Min.15/324nch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS Plus,self-adhered.
I 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 1Y.'ring shank
nails through 32 ga.,1-5/8'diameter tin caps spaced 12-Inch o.c.
04 Maximum Design Pressure=-105 psf:
Deck: Min.IS/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(FRI,Potyflex 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 116" ring shank
nails through 32 ga.,1-5/B"diameter tin caps spaced 17-inch o.c.
MEMO ETC-LLr Evatuatlon Report P12060,02.09-R27
OWiltcale ofALahO&nHan 432455 7p1 EDITION 12020)FSC NON-HVHZ EVALUATION FL5259-R31
Poly'8lass Roof Underlayments Revision 27:09/30/2020
Page 7 of 17
1
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f#1 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 041
Base Ply: (Optional)Polystick MTS Pius,self-adhered.
Joints: Min.4-inch wide strips of Elastaflex SAN over all plywood joints.
Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyfiex SA P,Polyfex SA P FR,Polystick TO Max,Polystick
TO P or Polystick TO Plus,self-adhered.
#Q Maximum Design Pressure=-315 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction,
Primer: PG100 or ASTM D41
Base Ply: tOptional)Polystick MTS Plus,self-adhered.
Underlayment:HydraGuard The Pro, Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyfiex SA P, Poiyflex SA P FR,
Polystick TO Max,Polystick TO P or Polystick TO Plus,self-adhered.
#17 Maximum Design Pressure=-622.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Underlayment:Elastofiex S6 G,applied in full mopping of hot asphalt or Polyfiex G,torch-applied.
#9 All other 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 Nigh
Wind Concrete and Cloy Roof Tile installation Manual, Sixth Edition, Appendix A, Table lA or the critical (highest) design
pressure determined In accordance with F8C 1609 or FBC Residential Chapter 3.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design
pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used
methods are ANSI/SPRi WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing
Application Standard RAS 137. Assemblies marked with an asterisk'carry the limitations set forth in Section 2.2.10.1 of FM
Loss Prevention Data Sheet 1-29(February 2020)for enhancements.
49 Maximum Design Pressure=-30.0 psf•:
Deck: Min.15132-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction,
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS 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
TO P or Polystick TU Plus,self-adhered.
910 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 Nall Base(poly-film tap 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),Polyfiex SA P,Polyfiex SA P FR,Polystick TU Max,Polystick
TO P or Polystick TO Plus,self-adhered.
till Maximum Design Pressure=-37.S psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)or two(2)layers ASTM D226,Type II felt
Fasteners: 11 ga.x 1.75-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 S6 G,applied in full mopping of hot asphalt.
NEMO ETC,LLC. Evaluation Report P12060.02-09-R27
CertlficotrOfAutharizv lon#32455 7D1 EDMON(2020)FBC NON-HVH2 EVALUATION Fi5259-R31
Polygless Roof Underlayments Revision 27:09MI2020
P-Age 8 of 17
it
NEnno(etc.
#1 Maximum Design Pressure=-45 psf':
ID
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)layer ASTM D226,Type II felt
jl 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 5A-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick
TU P or Polystick TU Plus,self-adhered.
#1J Maximum Design Pressure=-45 psf
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two(2)layers ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-Inch long x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter t1n caps
Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equa lly spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS Plus,self-adhered,
Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick
TU P or Polystick TU Plus,self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt.
#14 Maximum Design Pressure=-45 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-Film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spadng: 9-inch o.c.at the 2-inch wide side laps and 18-Inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#15, Maximum De5ign Pressure=-45.0 psf:
Deck: APA rated,7116 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfactlon of Authority Having
Jurisdiction.
j Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
1 Fasteners: 12 ga.annular ring shank nails with 1-5/8"diameter tin caps
j 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: (Optionafj 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,PolystickTU 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 1,058 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-frith 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 psf:
Deck: APA rated,7/16 CAT,0.418 In.,Exposure 1,050 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 1 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/324nch plywood to meet project requirements to satisfactlon of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applled cap or poly-film surface for torch-applied rap)
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.
KEMO tTr-LLc. Evaluation Report P12060.02.09-R27
Certl kateofAu rro utwn#32455 7-EDITION(2020)FBC NO"VHZ EVALUATION FL5259-R33
Potyglass Roof Underlayments Revlslon 27:09/30/2020
Page 9 of 17
` f
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#19 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nall Base(poly-film top surface)
Fasteners: Simplex Original Cap Nails
Spacing: &-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,PolystickTU Max,Polystick
TU P or Polystick TU Plus,self-adhered.
#20I Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex Original Cap Nalis
' 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 or Polyflex G,torch-applied.
9211 Maximum Design Pressure=-60 psf:
I Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
1 Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: 11 ga.x 1.25-Inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c.at the 4-Inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
$122 Maximum Design Pressure=-60 psf:
Deck: Min,19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates
Spacing: 12-inch o.c, at the 4-inch wide side laps and 12-Inch o.c,at two(2)equally spaced staggered center rows.
Underlayment;Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied,
#23 Maximum Design Pressure=-60.0 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 Nall Base(poly-film top surface)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 8-Inch o.c.at the 3-Inch wide side laps and 8-Inch o.c.at three(3)equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer applied to stress plates.
Base Ply: (Optional)Polystick MTS 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 TV Max,Polystick
TU P or Polystick TU Plus,self-adhered.
#24 Maximum DesiRn Press_ure==60�sf:
Deck: APA rated,7/16 CAT,0-418 In.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase(sand top surface)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 8-inch o.c.at the 3-inch wide side laps and 8-Inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex 56 G,applied in full mopping of hot asphalt.
#25 Maximum Design Pressure=-60.0 psf:
Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OS8 sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Polyglass Base
Fasteners: Simplex MAXX Cap Fasteners
Spacing: Virich o.c.at the 3-inch wide side laps and 8-Inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Polyflex G,torch-applied.
NEMO ETC,LLC, Evaluation Report P12060.02.09-R27
certitfcatt ofAurhor+iotlon 932455 7,"EDITION(2020)FBC NON-HVHZ EVALUATION FL5759-R31
Polyglass Root Underlayrnents Revision 27:09/30/2020
Page 10 of 17
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ONEMOletc.
# 6 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 underlayment)
Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-Inch diameter tin caps
Spacing: 8-Inch o.c.at the 4-Inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment:Elastoflex S6 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 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 180'into the holes of the plate,parallel to
the width direction of the sheet.
Spacing: 12-inch o.c.at the 4-Inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Primer: (Optional)PG100 or ASTM D41 primer applied to stress plates.
Base Ply: (Optional)Polystick MTS Plus,self-adhered.
Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FRI,Polyflex SA P,PoWex SA P FR,Potystick TU Max,Polystick
TU P or Polystick TU Plus,self-adhered,
#2 Maximum Design Pressure--67.5 psf:
Deck: APA rated, 19/32 CAT,0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction-
Base Sheet: Elastobase(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.
929 Maximum Design Pressure=-67.5 psf:
Deck: APA rated, 19/32 CAT, 0.578 in Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction,
Base Sheet: Elastobase or Polyglass Base
Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 190'Into the holes of the plate,parallel to
the width direction of the sheet.
Spacing: 12-inch c.c.at the 4-Inch wide side laps and 12-fnch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Polyflex G,torch-applied.
#30 Maximum Design Pressure=-7S psf:
Deck: Min.15132-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass Base(requires use oftorch•applied underloyment)
Fasteners: Dekfast#14 with Dekfast Hex plates,OMG u14 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)equally spaced staggered center rows.
Undertayment: 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 plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applled cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-Inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied In full mopping of hot asphalt or Polyflex G,torch-applied.
#32 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG 012 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-fnch wide side laps and 6-Inch o.c,at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
NEMO TC,uc. Evaluation Report P12060A2.09-R27
cerruka of Autbortratlon#32455 7-EDITION(2020)F8C NON-HVHZ EVALUATION FL5259-R31
Polyglass Roof Underlayments Revision 27:D9/30/2020
Page 11 of 17
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ONEMOletc.
# 3 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast 1112 DP or Trufast 014 HD with Trufast 3"Metal Insulation Plates
Spacing: &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.
##3 1 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-Inch plywood to meet project requirements to satisfiactlon of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass Base(requires use of torch-applied underfayment)
Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3'Galvalume Steel Plates,OMG Roofgrip 014 with OMG Fiat
Bottom Plates(AccuTrac),Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cep 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 56 G,applied In full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied.
43� Maximum Design Pressure=-90.0 psf:
Deck: APA rated,7/16 CAT,0.412 In.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nall 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
i Spacing: 9-inch o.c.at the 2-Inch wide side laps and 12-Inch o.c.at two(2)equally spaced staggered center rows.
Primer; PG100 or ASTM D41 primer applied to stress plates.
Base Ply: (Optional)Polystick MTS Plus,self-adhered.
Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Poiyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick
TU P or Polystick TU Plus,self-adhered.
#3 Maximum Design Pressure=-90.0 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(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.
Underiayment: Elastoflex S6 G,applied In full mopping of hot asphalt.
#t31 Maximum Design Pressure=-90.0 psf:
Deck: APA rated,7/16 CAT,0.418In.,Exposure 1,OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Potyglass Base
Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate installed 180"into the holes of the plate,parallel to
the width-direction of the sheet
Spacing: 9-inch o.c.at the 2-Inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Polyflex G,torch-applied.
4381 Maximum Design Pressure=-97.5 psf;
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nall Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-Inch x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-Inch diameter tin caps
Spacing: 4-inch o.c.at the 4-Inch wide side laps and 4-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS Plus,self-adhered.
Undertayment:Mule-Htde 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.LI.C. Evaluation Report P12060.02.09-R27
Certificate of AutbotIzWon a32455 74 EWTION(2020)FOC NON-HVHZ EVALUATION FL5259-R31
PoW2&%ROOF Underlayments Reviston 27:09/30/2020
Page 12 of 17
I i
ONERAO etc.
#39 Maximum Design Pressure=-97.5 psi:
Deck: APA rated, 19/32 CAT,0,579 in., Exposure 1, 0S8 sheathing to meet pro)ect requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nall Base(poly-film top surface)
i Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-Inch o.c.at four 14)equally spaced staggered center rows.
Primer: PG100 or A5TM D41 primer applied to stress plates.
Base Ply: (Optional)Polystick MTS Plus,self-adhered.
Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-H Ide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick
TU P or Polystick TU Plus,self-adhered.
#40 Maximum Design Pressure=-97.5 psf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase(sand top surface)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 5-inch o.c.at the 4-Inch wide side laps and 6-inch o.c,at four(4)equally Spaced staggered center rows.
I Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt.
#41 1 Maximum Design Pressure=-97.5 psf:
Deck: APA rated, 19/32 CAT, 0,578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase or Polyg(ass 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.
442 Maximum Design Pressure=-105 psf:
Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-appiled cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-Inch o.c.at the 2-Inch wide side laps and 6-inch c.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyftex G,torch-applied.
#43 Maximum Design Pressure=-105.0 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 Nail Base(poly-film top surface)
Fasteners: TRUFAST Versa-Fast Fasteners&Plates with two(2)screws per plate Installed 180'Into the holes of the plate,parallel to
the width-direction of the sheet
Spacing; 6-Inch o.c.at the 4-Inch wide side laps and 6-Inch o.c.at three(3)equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer applied to stress plates.
Base Ply: (Optional)Polystick MTS Plus,self-adhered.
Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick
TU P or Polystick TU Plus,self-adhered.
#44 Maximum Design Pressure=-105.0 psf:
Deck: APA rated,7/16 CAT,0.418 in.,Exposure 1,OS8 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-Inch c.c.at the 4-Inch wide side laps a nd 64nch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied In full mopping of hot asphalt.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R27
Certlllcatt ofAurhonzatlon 032455 7-EOTTION(2020)FBC NON-HVHZ EVALUATION FL5259-R31
Pafygtass Roof Underlayments Revision 27:09/30/2020
Page 13 of 17
(
ONEMOJetc.
#451 Maximum Design Pressure=-105.0 psf:
Deck: APA rated,7/16 CAT,0.418 In.,Exposure 1,OS8 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 finch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Polyflex G,torch-applied.
#46 Maximum Design Pressure=-122.5 psf:
Deck: Min.19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
I Base Sheet: Flastobase or Mute-Hide Nall Base(poly-film top surface)
i Fasteners: it ga.x 1.25-inch x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 6-Inch o.c.at the 4-inch wide side laps and 6-Inch o,c.at four(4)equally spaced staggered center rows.
Prlmer: PG1DO or ASTM D41 primer at all tin-caps
Base Ply: Polystick MTS Plus,self-adhered
Underlayment:Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,Polyflex SA P FR,Polystick TU Max,Polystick
TU P or Polystick TU Plus,self-adhered.
#47 ! Maximum Design Pressure=-120 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 014 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 56 G,applied In full mopping of hot asphalt or Polyflex G,torch-applied.
#48 Maximum Design Pressure=-120 psf:
Deck: Min.;5/32-Inch plywood to meet project requlrements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 OP or Trufast t114 HD with Trufast 3"Metal fnsulatlon Plates
Spacing: 6-Inch ox.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 psf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1,058 sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nall ease(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 4-Inch 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 MTS Plus,self-adhered.
Underlayment: Muie-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.
1
#50 Maximum Design Pressure=-127.5 psf:
Deck: APA rated, 19/32 CAT, 0.578 In., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase(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: Elastoflex 56 G,applied In full mopping of hot asphalt.
#51 Maximum Design Pressure=-127.5 psf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1,OSS sheathing to meet project requirements to satisfactlon of Authority
Having Jurisdiction.
Base Sheet: Elastobase or Polyglass Base
Fasteners: TRUFAST Versa-Fast Fasteners&Plates with one(1)screw per plate,in the center hole.
Spacing: 9-Inch o.c.at the 4-Inch wide side laps and 9-inch o,c,at(out(4)equally spaced staggered center rows.
Underlayment:Polyflex G,torch-appiled.
NEMD E(C,U.C. Evaluation Report P1206012.09-11127
Crrtif"CroJAuihorfraclon i32455 7"'EDITION(2020)FBC NON-HVHZ EVALUATION FL52S9-R31
Polyglass Roof Undertayments Revision V-,09/30/2020
Page 14 of 17
I
I ,
ONEMOjetc.
5.9 Exposure Umitations:
Tau 3: ExPosuRE limiTATIONs
Underlayment Prepared Roof Cover Maximum
Installation Type Exposure(days)
Elastoba e,Elastobase P,Polyglass 62 Base or Polyglass Base Mechanically attached 30
Poh/stick R-Xe or Polystick MU-X Mechanically attached 90
HydraGu rd Dual Pro,HydraGuard Tile Pro,Polystick MTS Plus,Polystick TU Max,Polystick
TU P,Pol stick TU Plus or Polystkk XFR Any type(per Table 1) 180
Elastone S6 G,Elastoflex S6 G FR,Mule-tilde SA-APP Cap Sheet,Mule-Hide SA-APP Cap Adhesive-set the roof system 180
Sheet(F ,Polyflex G,Polyflex G FR,Polyflex SA P or Polyflex SA P FR Mechanically attached UNLIMITED
5.10 I Tile Slippage Limitations:When loading roof tiles on the underlayment in direct-deck the 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 UmrrATtoNs FOR DIRECr-DECK TILE iksTALLATIONS
nderlayment Tile Profile Staging Method Maximum Staging Slope
Elastofle S6 G or S6 G FR Flat or Lugged 6-tile stack(4 over 2) Prohibited without battens
HydraGu rd Tile Pro Flat or Lugged 6-tile stack(4 over 2) 7:12
Polyflex 0or G FR Flat or Lugged 6-tile stack(4 over 2) 4:12
Polyflex P or SA P FR Fiat or Lugged 6-tlle stack(4 over 2) 4:12
Flat 6-t1le stack(4 over 2) 5:12
Po)ystick T5 Plus
Lugged 6-tile stack(4 over 2) 4:12
Flat 6-tile stack(4 over 2)or 10-tile stack 7:12
Polystick U Max Lugged 6-tile stack(4 over 2) 7:12
Lugged 10-tile stack 6:12
Polystick U P Fiat or Lugged 6-tile stack(4 over 2) 7:12
Fiat or Lugged 6-tile stack(4 over 2) 7:12
Poiystfck U Plus
Flat or Lugged 10-tile stack 6:12
Poiystick FR Flat or Lugged Prohibited without battens Prohibited without battens
I,
�I
NEMo ETC,LLC. Evaluation Report P12060.01.04-R21
eenr(wteJof Authorvaaant32s55 7r"EDITION(2020)FBG NON•NVHZ EVALUATION FL5259-A31
Polyglass Roof Underiayment5 Revision 27:09/30/2020
Page 15 of 17
I
t
I
I
I
ONEmoletc.
6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation Instructions subject to the
6.2 ILimitations set forth in Section 5 herein and the specifics noted below.
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 0 or Mule-Hide Nail Base:
6.3.1 Non-Tile Applications:
Shall be installed in compliance with requirements for an approved mechanically attached underlayment(A5TM D226,Type
II)in FBC Table 1507.1.1.1 or FBC Residential Table R905.1.1.1 for the type of prepared roof covering to be installed,and the
manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation Instructions.
Elastobase,Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick IR-Xe,Polystick MTS Plus,Polystick
MU-X, Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick XFR,Polyflex SAP, Polyflex SA P FR,Mule-Hide SA-APP Cap
Sheet or SA-APP Cap Sheet(FR),self-adhered, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G
FR,torch applied. Roof cover limitations are those are those associated with the top-layer underlayment,as set forth in Table
1.
6.3.2 Tile Applications:
6.3.2.1 Elastobase(poly-film top),Elastobase P(poly-film top)and Mule-Hide Nail Base are limited to use as a mechanically attached
base sheet in the"TWO-PLY SYSTEM"from FRSA/TRI Florida Nigh Wind Concrete and Clay Roof Tile fnstalfation Manual,Sixth
Edition,followed by Polystick MTS Pius,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick XFR,PolyflexSAP,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 lirnited by the selected Cap Sheet, as set forth in Table 1. Refer to Section 5.8.3.2 herein for
attachment requirements.
6.3.2.2. Elastobase(sanded-top)and Elastobase P(sanded-top)e are limited to use as a mechanically attached base sheet in the"TWo-
PLY SYSTEM" from FRSA/TRI Florida High Wind Concrete and Clay Roof Tile installation Manual, Sixth Edition,followed by
Elastoflex S6 G, Elastoflex S6 G FR or an FBC Approved Mineral Surfaced Cap Sheet(ASTM DG380),asphalt-applied or Polyflex
G or Polyflex G FR,torch-applied. Tile roof installation method is limited by the selected Cap Sheet,as set forth in Table 1.
a 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.
a When Elastobase(sanded-top)or Elastobase P(sanded-top)is followed by torch-applied Polyflex G or Polyffex G FR,refer
to Section 5.8.3.2 herein for attachment requirements.
5.4 HydraGuard Dual Pro,HydraGuard TUe Pro,Mule-Hide SA-APP Cap Sheet,Mule-Hide SA-APP Cap Sheet(FR),Polyflex SA P,
Polyflex SA P FR,Polystick iR-Xe,Polystick MTS Plus,Polystick MU-X,Polystick TU Max,Polystick TU P,Polystick TU Plus or
Polystick XFR:
6.4.1 General:
All seal-lap seams (selvage laps)must be firmly rolled with a ,
in accordance with Polyglass requirements to ensure full
contact and adhesion. For HydraGuard Dual Pro and % '4
HydraGuard Tile Pro, align the edge of the top sheet to the
end of the glue pattern(the sheet will overlap the fabric),
View of ovelap Seam of HydraGuard Dual Pro and HydraGuard Tile Pro
NEMO ETC,LLC Evaluation Report P12060.02.09-1127
Certlftrorc ofAuthorfratton M32455 7n'EDITION(2020)FBC NON-HVHZ EVALUATION FL5259•R31
Polygtass Roof Underiaymenta Revision 27:D9/30/2020
Page 16 of 17
6.4.2 Non-Tile Applications ONEW10jetc.
Shall be installed in compliance with requirements for an approved self-adhering underiayment (ASTM D1970) In FBC
1507.1.1.1 or 1S07.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed,
and the manufacturer's installation instructions.
When installed over a mechanically attached base sheet of FBC Approved ASTM D226,Type II felt,Elastobase,Elastobase P or
Mule-Hide Nail Base,the base sheet shall be fastened in accordance with FBC 1507.1.1 or R905.1.1.
6.4.3 The Applications(excludes H droGuord Dual Pro, Polystick IR-Xe and Polystick MU-X):
Shall be Installed in compliance with the requirements for Self-Adhered Membrane set forth in FRSA/TRI Florida Nigh Wind
Concrete and Clay Roof Tile Installation Manual,Sixth Edition and the manufacturers installation instructions.
Refer to Section 5.8.3 herein for attachment limitations.
Refer to Table 4 herein for the staging limitations.
6.4.4 I Mutti-Ply Underlayment Systems:
Polystick MTS Plus or Polystick XFR followed by HydraGuard Tile Pro,Polyflex SA P,Polystick MTS Plus,Polystick MU-X,Polystick
TU Max, Polystick TU P, Polystick TU Plus or Polystick XFR is allowable for use under mechanically attached prepared roof
systems. Limits of use are those associated with the top-layer material. This is not a requirement, but is allowable if a 2-ply
underlayment system is desired.
Polystick MTS Plus followed by HydraGuard Tile Pro, Polyflex SA P, Polystick TU Max, Polystick TU P or Polystick TU Plus is
allowable for use under adhesive-set tile systems. Limits of use are those associated with the top-layer material. This is not a
requirement,but is allowable if a 2-ply underiayment system is desired.
65 Elas vffex S6 G or Elastoflex 56 G FIR:
6.5.1 Shall be installed in compliance with requirements as an alternate to the "Hot Asphalt Applied Cap Sheet" In the "Two Ply
System" In the FRSA/TRI Florida Nigh Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the
manufacturers Installation instructions.
Refer to Section 5.8.2 and 5.8.3 herein for attachment limitations.
Refer to Table 4 herein for the staging limitations.
6.6 Polyflex G or Pofyffex 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/TRl Florida High Wind Concrete and Cloy Roof Tile Installation Manual, Sixth Edition, and the manufacturer's
installation Instructions.
Refer to Section 5.8.3 herein for attachment limitations.
Refer to Table 4 herein for tile staging limitations.
-.
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product.
Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements. Refer to Section
4 herein for products and production locations having met codified material standards.
«n ,w
ULLLC—QUA9625;(414)248-6409;Xaren.buchmann(@ul.com
-END OF EVALUATION REPORT-
NEMO ETC,LLC. Evaluabon Report P12060.02.09-1127
rxmJlcutf o)Autnorlratlon 937155 7i"EDITION(202D)FBC NON-HVH2 EVALUATION FL5259-R31
Polygiass Roof Underlayrnents Revbbn 27:09/30/2020
Page 17 of 17