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i3CI5 Home !vg !n user 4egistrat3ort Fiat Topics Suhmit Surcharge Slats &Facts Puhlica[iens Contact l3s BCtS Site slap []rks Search
,i , Product Approval
�,a� uSEn• Puhlic Laser
prQ�GQ[4ya,l„Menu a produ�{,Qr Roplirat3an_, ea rch � A i lion G E � Applicatipn petaii
FL #
_..>w..��..:::.::...:......... APPlication Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Add ress/Phone/Emai I
Authorized 5ignaEure
Technical Representative
Address/Phone/Ernall
Quality Assurance Representative
AddresslPhvne/Email
Category
Subcategory
Compi]ance Method
Florida Engineer or Architect Name wh❑ developed
the Evaluation Report
Florida license
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
FL5259-R29
Revision
2617
Approved
PDLYGLA55 u5A
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954J233-1330 Ext242
ma f pert@polyg lass.com
Maury Alpert
ma I pert@polyglass.com
TECH REP
1111 West Newport Center Drive
Deer�Feld beach, FL 3344z
{8fifi}802-8417
uspolygiasstech n ical@ polygiass.cvm
QA REP
1111 West Newport Center Drive
DeerFeld Beach, FL 33442
{888}410-i375
uspolyglasstechn ical @ polyglass.Cam
Roafirag
llnderlayments
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Robert Nieminen
PE-591fi6
iJL LI_C
lo/211zazz
7ahn W, Knezevich, PE
Validation Checklist - Hardcvpy Received
Certificate of Independence I�L5259 R24 COI_,_�019 OZ_ CDC nIIF_hj1NEN.,,g„di
Referenced Standard and Year (af Standard] Standard
Year
ASTM ❑1970 2D15
ASTM D22fi 2004
ASTA9 D4748 z011
ASTM D6163 20p8
Equivalence of Product Standards
Certified sy
Sections from the Cade
Product Approval Method
Date Submitted
Date Validated
Gate Pending FBCApproval
Date Approved
Summary of Products
ASTM ❑6569
20D9
FM 41i74
2flI1
FRSA/TRI April 2p12
2012
L1L 1897
2612
Method 1 option D
ZDI15/2D19
10/16/2019
16/26/2D19
12/10/2D19
FL #F Modei'r Number ar Name
Description
5259.1 Polyglass Rovf
Roofing underiayments
I Underlayments
Limits of Use
Installation Instructions _
Apprv�ed far use in HVHZ: No
FL5259 R2 i 2D1 �D FINAL ER POL1'��.j�55
UNUERLAYMEN�S_F_ L5259-
Appro�ed for use outside HVHZ: Yes
�9,pdf
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59165
Design Pressure: +N/A/-622.5
Created by Independent Third Party: Yes
Other: 1.) The design pressure in this
Eiraluatian Reports
application relates to one particular
FL5254 RZS AE_��Y9 1fl FINAL ER PQLYGLAS$
�1NlaERLAY,�'IENTS F 2 -
underiayment system {over concrete deck)
R29.p�
fnr use under foam -on file systems (where
Created by Independent Third Party: Yes
the tlnderlayment forms part of the load -
path). Refer to ER Section 5.6.1 far other
systems, other deck types and associated
maximum design pressures, 2.) Refer to ER
Section 5 for other limits of use.
sack siext
Conta rt Us :: Z601 Blair Stone Road. Tallahasse ��zga phone: 95U-487-1824
The State of Florida is an ARI E!"O employer. rl - ❑E f Iv :: pliY�cy Statement :: Accessibility Statement ;; Refund Statemen[
Under Florida Saw, email addresses are puhlie rewrds. If you dv not want your a -mail address released in response m a pu6hc-records request, dv not send eleetrvnic
mall to Yhis entity, Fnstead, rnntatt the nFHce by phone or by traditional mail. If you have any questions, please contact 850-487.1395. 'Pursuant to Section
455.Z75[ 1J, Florida Statutes, effe[ti�e Otto her I, 2022, licensees licensed under Chapter 455, ES. must provide the !)epartmerrt with an email address if they have
one. The emalls provided may be used fi7r official communication with the licensee. However email addresses are public record. ]f you tlo not wish to supply a
persona] address, please provide the Department with an email atldress which can 6e made avallable to the public Ta determine if you are a licensee under Chapter
455, F.S., please dick here .
Product Apprn�ai Accepts:
d:�7: ®�
Credit Cafd
$c�f�
N��[� � etc.
Certifirrate of Autharizatia� #t32955
353 Christian Street, lJnit #13
Oxford, CT Q647$
t2133} 262-9245
�NGiNEER !"VALUATE TEST CDkSESULT CERTIFY
��
�>N FtFRi']F
iPolyglass USA, Inc. Evaluation Report P12D5D.D2.D9-R�5
1111 West Newport Center Drive FL5259-R29
Deerfield Beach, FL 33442 Date of Issuance: D2/�4/�DD9
{954j �33-123D Revision 25: 1D/14/�D19
SGOPE:
This Evaluation Report is issued under Rule 51G�0-3 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 Cvde and Florida Building Code, Residential Volume. The products described
herein have been eva#uated for compliance with the 6tr, Edition (2D17j Florida Building Cade sections noted herein.
DfsCRIPrION: Palyglass Roof Underlayments
LABELINfi: i.abeltng shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CQIVTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named prvduct�s} changes, the referenced
Quality Assurance documentation changes, or provisions of the Cade that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement tv notify Robert Nieminen, P.E. Qf any changes to the
product{s}, the Ruality Assurance yr the production facility location{5}. NEMO�etc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded l,y the words "NEMOjetc. 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; fJpon request, a copy of this entire Evaluation Report shall be provided to the user }ay the manufacturer pr 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 Z through 7.6
Prepared by� �.,,tys:r:nry„"
q��-fie .•�a4ry»£ �F r��'•'-
RohertJ.M. Nieminen, F.E. %s-�-wK?'� ��`
,,,.
Florida Registration IVo. 59166 FforidQ MCA AIVEI983 ��'?�'�y'1"��`'`� Tnefacsimileseala
� ppearing was authorized !]y Rohert Nieminen, P.E. on
1p�19�2019. This does not serve as an elerironically signed document.
CERTIFICATION OF I NBEPENi]ENCE:
1. NEMti�etc. does not have, nor dues it intend tv acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMQ jets, is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P,E. does not have nor wil[ 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 erttity 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, yr previous versions thereof, isjwas used for permitting or design guidance unless retained
specifically forthat purpose.
OZaI9 NEM4 ETC, CLC
N�n�o ! etco
Product Category:
Roofing
Sub -Category:
Underlayment
Compliance Statement:
Hoof Underlayments, as produced t3y Poiygiass
USA, Inc., have demonstrated
compliance with the
following sections Of the
6`h Edition {2a17j Florida Building Code through testing in accordance with the
fa3lvwing Standards.
Compliance is subject to tf�e Installation Requirements and Limitations
� Conditions Df Use set forth herein.
Z. STAN RARI)5:
Section
Pro a
Standard
Year
1544.3.1
Wind Uplift
FM 4474
2Q11
1544.3.1
Wind Uplift
{JL1897
2412
1547.2.3 / 1507.1.1
Physical Properties
ASTM D226
2409
1547.2.4 / 151]7.1.1, 1547.2.9.2
Physical Properties
ASTM ❑1974
2415
1507.3.3
Physical Properties
FR5A/TRI April 2412
2412
1547.11.2
Physical Properties
ASTM ❑6163
2448
15fl7.11,7
Physical Properties
ASTM Dfi164
2411
15Q7.11.2
Physical Properties
A5TM Dfi2Z2
2411
1507.11.2
Physical Properties
ASTM D6549
2409
TAS 11Q
Accelerated Weathering
ASTM D4798
2411
REFERENCES:
Enti
Examination
Reference
Date
Enti
Examir anon
Reference
Date
ERD jTST 6049}
Wind Uplift
11757A8.41-1
D8J13J2001
ERD {TST 6049}
Tensile adhesion
P40394.44.15
D4J43(2415
ERD fTST 6D49]
Wind Uplift
11776.06.92
41J16/ZD03
ERD (TST 6049j
TA5 103
P44364.1Q.14-R1
OSJ18/20L5
ERD jTST 6D49]
Wind Uplift
P1740.01.07
41f04J2407
ERD {TST 6449}
Wind Uplift
PLYG-SC8905.05.16-1
1J5117/2016
ERD [TST 6D49)
A7M ❑1970
P5114.44.D7-1
04/11/20D7
ERD{TST 6449}
ASTM D1970
PLYG-SC10130.46.16-1
fl6J27J2016
ERD [TST 6049]
Wind Uplrk
P9260.43.08
03J21J2Q08
ERD {TST 6449}
Tensile adhesion
PLYG-SC1D130.46.ib-2
46J27JZ416
ERD {TST 6444]
Wind Uplift
P34540.11.D9-R1
11J30J�069
ERD (TST 6049]
FAS 1D3
PLYG-SC1p13U.05.16-3
06/27J2Q16
ERD {TST 6449]
Tensile Adhesion
P11430.11A9-1
11J34J2449
ERD [T5T6049]
ASTM 01974JD4798
PLYG-SC8484.07.16
07J16J2016
ERD (TST 6449}
Wind Uplift
P11p30.11.p9-2
11J34J2449
ERD [T57 6D49}
Wind Upliff
PLYG-$C1d425.10.16
IOJ12J2416
ERD (TST 6049}
ASTM 84977
P11030.11A9-3
11j30J2009
ERD [TST 6D49}
TAS 1D3
PLYG-SC1304D.12.16
12J27J2D16
ERD {rST 6049}
ASTM D1970
P33360.46.14
46125J2010
ERD [TST 6449}
30J90 physicals
PLYG-SC11900.03.17
43J14J2017
ERD [r5T 6049}
TAS 143
P33370.43.11
43J02J,2011
ERD [TST 6449}
TA5143
PLYG-SC12115.08.17
08J08J2417
ERD (TST 6n4g}
Tensile Adhesion
fl3337D.p4.11
04/26/2D11
ERO {TST 6D�9}
TAS 1p3
PLYG-SCi3035-08.17
Ypj3t/2017
ERD [TST 6049}
ASTM 0197D
P373Q0.14.11
14J19J2411
FM {TST 1867]
Wind Uplift
30fl4091
01J12J2004
ERD [TST 6049}
TAS 1D3
P4D394A8.1Z-1
48/06JZ032
ICC-ES [EVL 2395}
16C CompEianre
ESR-1697
D4JD1J2419
ERD [T$T 6049]
Tensile Adhesion
P44394.08.12-2
08J07J2012
M-❑ (CER 1592}
HVHZ Camp€lance
NOA 17-U614.22
471as1aD17
ERD [TST 6444]
Tensile Adhesion
C41424.09.12 3
09J11J2412
MTI {TST 2508}
ASTM D4798
J7C24H7A
0410IJ2D48
ERD {T8T 6444]
Wind Uplift
P39680-03.13
03104J2D13
NEMfl [TST 6p49}
ASTM D1974
4-PLYG-I8-004.03.18
43J29J2U18
ERD {TST 6D49]
ASTM D1974
P45370.44.13
44J26J2413
NEMQ [TST 6449}
Wind Uplift
4L-PLYG-18-003.41.19
Ol/11J2014
ERD {TST 6049}
IArnd Uplift
P1738_Q2.fl7-R2
04JZ9J2p13
NEMQ {TST 6449}
ASTM D6163
a6-PLYG-18-402.01.19-A
41JZ4J2419
ERD (TST fi049}
Wind Uplift
11757.64.41-1-R1
44J30/2013
NEMQ [TST 6449}
ASTM D622Z
45-PLYG-18-002.p5.19-C
OSJZOJ2D19
ERD{TST 6D49}
ASTM D6164
P37540.43.13-3A
05J06J2013
NEM❑ (TSTfi049}
TAS 103
45-PLYG-18-004.10.19-G
10/48J2019
ERD [TST 6449y
fiSTM Dfi509
P37594.43.13-1-R1
06/26/2013
MEMO [TST E049]
TAS 143
45-PLYG-18-004_1U.19-I
10/08J2019
ERR [TST 6049j
Wind Uplift
P41634.08.13
08J0612D13
NEMCt [T5T6049]
TAS 103
45-PLYG-1$-004.7.U.19-L
10JD9JZD19
;=RR{TST6049]
ASTM D4601
P45944.09.13
09J04J2013
NEMR [TsrsD49]
TAS 103
4j-PLYG-19-5SUDL-D1.A
14JIQJ2019
ERD [TST6049]
Wind Uplift
P1175L05.03-R1
11/26/2413
PRI [TST5878}
Tensile Adhesion
PR101111
04JD8J2442
ERD {TST6049]
Wind Uplift
P11781.11.43-R1
11/2fiJ2413
PRI [TST 5878J
TAS 103
PUSA•018-42-01
47J14JZ043
ERD (TST 5049}
3DJ94 physicals
P45270.45.14
OSJ12J2D14
PRI [TST S$78}
TAS 143
PUSA-435-02-01
09J29J2006
ERD {T57 fi049}
Tensile adhesion
6020.09.14-5
09J48J2014
PRI (TSTS$78}
TA5 103
PUSA-455{12-0Z
12J14J2007
ERD (TST fi049}
Tensile adhesion
6020.49.14-0
D9JD8J2D14
PRI [TST5878}
ASTM D622i
PUSA-Q61-02-02
01JZ8J2008
ERR [TST 6049}
Tensile adhesion
P46520.].O.i4
10J03J2014
PR3 {T$T5878}
ASTM D6164
PUSA-088-0Z-01
07J29J2009
ERR {TST 6449)
ASTM D1974JD4798
P43294.10.14
10/]7J2414
Polyglass USA
PJLAffldavit
Mule -Hide Crass Ltg
03JDIJZ048
NEIVID @TC, LAC.
Evaluation Report P12p50.02.09-R25
Ce�tifrtOte of Autharirarian il324S5
6'�' ED{TID3J [2017) FBC
NDN-HVHZ ESIALUA710N
PL5�59-R29
Potyglass Roof Underlayments;
[454} 233-l23p
Revision
25: 10/14J2019
amino 7 of l F
M�nnc� � etc.
1=rrtiri Examination n e Date Enti Examination Reference Date
ERDjT5T6049j TA5103 PLYG-SC7550,03.15 03/Z4/2015 Palyglass USA MateriafsAfridanit PolystickCompaurrd OS/18JZ011
urf4uA9625j 4ualRyCantrfll ServiceConfirrnation 09/13f2t]18
4. Pl3ai]UCT DESCRIPTION:
Product Specification Plantijs] Description
4.1 Elastvbase ASTM D6163 FL Fiberglass -reinforced, 5B5 modified bitumen base sheet
4.2 Elastol,ase P ASTM D5164 FL Polyester-reinfarced, 5B5 modified bitumen base sheet
4.3 Elastoflex G TU M-D 13-004 PA Polyester-reinfarced, modified laitumen the underlayment
FRSA/TRI April 2Q12 composed of asand-surfaced SBS modified bitumen back-
side and granule -surfaced APP modified bitumen tap -side
4.4 Elastoflex56 G ASTM Dfi164 FL Polyester -reinforced, 5BS modified bitumen cap sheet
FRSA/TRI April 2012
4.5 Elastoflex 56 G FR ASTM D6164 FL Polyester -reinforced, 585 modified bitumen cap sheet
FRSA/TRI April 2Q12
4.6 Mule -Hide 5A-APP Cap Sheet ASTM D6222 FL Polyester-reinfarced, APP modified bitumen cap sheet
FRSA�TRI April 2012
4.7 HydraGuard Dual Pra ASTM D1970 FL Nominal 6�-mi! thick dual -layer rubberized asphalt
waterproofing membrane, fiberglass reinforced, with a
polyester fabric surface
4.8 HydraGuard Tile Pra ASTM D197Q FL Nominal 6Q-mil thick dual -layer rubberized asphalt
TAS 1Q3 waterproofing membrane, fiberglass reinforced, with a
FRSA/TRI April 2Q12 polyester fabric surface
4.9 Mule -Hide SA-APP Cap Sheet ASTM D6222 FL Polyester -reinforced, APP modified bitumen cap sheet
[FRj FRSA�TRI April 2012
4.10 Polyflex G ASTM ❑6222 FL Polyester -reinforced, APP modified bitumen cap sheet far
FRSA/TRI April 2fl12 use as an alternate to !-feat Applied "Cap Sheet" in the
"Two Ply System" from FRSA/TRI April 2p12 (04-12J
beneath mechanically fastened ar adhered file roof
systems
4.11 Polyflex G FR ASTEV] D6Z22 FL Polyester-reinfarced, APP modified bitumen Gap sheet far
FRSA�TRI April 2012 use as an alternate to Heat Applied "Cap Sheet" in the
"Two Ply 5ystein" from FRSA�TRI April 2QI2 [04-12]
beneath mechanically fastened the roof systems
41z Polyflex SAP ASTM D6222 FL Polyester-reinfarced, APP modified bitumen cap sheet
FRSA/TRI April ZOI2
4.13 Polyflex 5A P FR ASTM D5222 FL Polyester-reinfarced, APP modified bitumen cap sheet
FRSA/TRI April 2Q12
4.14 Palyglass Base ASTM ❑6509 FL Fiberglass -reinforced, APP modified bitumen base sheet
4.15 Palyglass G2 Base Sheet ASTM D46Q1 AL Fiberglass -reinforced, asphaltic base sheet
4.16 Palystick lR-Xe ASTM ❑197Q FL, PA Nominal 6Q-mil thick rubberized asphalt waterproofing
membrane, glass fiber reinforced, with an aggregate
surface
4.17 Polystick MT5 Pius TAS 103 FL, PA, i-X Nominal 6Q-mil thick rubberized asphalt waterproofing
FRSA/TRI April 2012 membrane, glass fiber reinforced, surfaced with
palyolefinic film surface
Ntn141Q �C" ITC' Evaluation Report P12060.02.D9-R25
Certificate afAuthnrirptivn N3Z455 6'" �DiTIQIV 12417} FI3C IUDN-HVHZ EVA),URTI�N Fl5255-R29
Palyglass Raof Underlayments; 1S54j 233-1Y3U Revision 25: 10/14/2D19
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TABLE 1: ROOF CUVER QPTIDNS
Underlaymeni
Asphalt shingles
Nail -On Tile
Foam -On Tle
Metal
Wood Shakes
$c Shingles
Slate
Palystick MTS Plus
Yes
Yes
Na
Yes
Yes
Yes
Polystick MV-x
Yes
No
Na
Yes
Yes
Yes
Palystick TU Max
No
Yes
Yes {see 5.5.1}
Yes
Na
No
Polystick TU P
No
Yes
Yes {see 5.5.1j
Na
Nv
Nv
Polystick 1lJ Plus.
� Yes
Yes
Yes {See 5.5.1}
Yes
Yes
Yes
5.5.1 "Foam -On Tile" is limited to Use of the following Apprlaved fife adhesives j undertayrnent combinations.
5.fi
TABLE 1A: ALLDWABLETILE ADHESIVE I UfiDERLAYMENT CDMBINATIONSt
Florida Product
Adhesive
Approval
Underlayments
DAP Faam Touch `n Seal 5tormBond
Roof Trle Adhesive
FL14SD6
PolystickTU Max ar Polystick TU Plus
❑qw 7ileBand'"'
FL2Z5Z5
HydraGuard Tile Pro, Polyflex 5A P, Polystick TU Max, Polystick TU P yr
Polystick TU Plus
Elastvflex G TU, Elastoflex 55 G, HydraGuard Tile Prv, Mule -Hide 5A-APP
ICP Adhesives Pglyseta AH-16V
FL6332
Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR], Polyflex G, Polyflex 5A P,
Polyflex 5A P FR, P°lystick TU Max, Polystick TU P qr Palystick TU Plus
Elastaflex 56 G, HydraGuard The Pra, Mule -Hide SA-APP Cap Sheet, Mule-
ICP Adhesives Polyset° RTA-1
FL6276
Hide 5A-APP Cap Sheet (FR], Polyflex G, Polyflex 5R P, Polyflex 5A P FR,
Polystick TU Max, Palystick TU P yr Polystick TU Plus
Allowable Substrates:
TABLE �: SUBSTRATE OPTIQNS FQR ADHERED UNDERLAYMENTS
Underlayment
Application
Substrates {designed to meet wind loads far project]
Type
Primer
Material{s]
HydraGuard Dual Pro,
beckf
{Optional) ASTM C)41
plyVh1Qvd, D58, Southern Yellow Pine or Huber
"ZIP
HydraGuard Tile Pro,
sheathing
Engineered Woods System" Panels
Polystick {all variationsJ,
ASTM D41
structural concrete
{Optional}ASTM D41
ASTM C1284Type it Class i polyisvcyanurate, ASTM
Mule -Hide SA-APP Ca p
self-
Sheet, Mule -Hide SA -API'
adhering
Insulation
or WB-3000
C1289 Type V polyisocyanurate-composite. DensDeck
Cap Sheet {FR], Polyflex
Prime ar SECURDCK Gypsum -Fiber Roof Board
Base
N,tA
ASTM D276fe1t, Elastohase, Elastvbase P arMule-Hide
5A P or Polyflex SA P FR
Sheet
Nail Base
Deck
ASTM D41
structural Concrete
Elastoflex G TU, Elastaflex
hat asphalt
Insulation
{Optiona!] ASTM D41
DensDeck Prirne or SECURDCK Gypsum -Fiber Roof Board
gaSe
iVa'A
ASTM D225fe1t, Elastohase, Elastvbase P, Mule -Hide Nail
56 G or Elastoflex 55 G FR
Sheet
Base or Poiyglass G2 ease
Deck
ASTM D41
structural concrete
Polyflex G or Polyflex G FR
torch-
Insulation
{Optional] A5TM D41
❑ensl7eck Rrirne arSECllROCK Gypsum -Fiber Roof Board
SdSe
NIA
E;lastabase, Elastol3ase P, Mule -Hide Nail Base, Polygfass
applied
Sheet
G2 Base yr Polyglass Base
i Refer to Tile Manufacturer's or Adhesive Manufacturer`s Florida ProductAppr°va!fnr Overturning Moment Resistance Performpnce.
NEM#7 ETC, LLC.
C¢r`ifrcote of Au thorizotiort #32435
tip EDITION [Zgi7] FBC NQN-HVHZ EVALUA7'IQN
I'olyglass Roo[ Underlayments; [954} Z33-1230
Evaluation Report P12060,62.09-R25
FL5259-R29
Revision 25: 1f3�14�2019
Pann C..f 9F
N�nno � etc.
5.6.1 Wind Resistance far LJnderiayment Systems in Foam -On Tile Aoplieatiyns:
The €allowing wind uplift limitations apply to underlayment systems that are not prescriptively addressed in FRSA/TRE Aprii
2012 [04-I2} and'are used in foam -on or mortar -set the applications_ Maximum Design Pressure is the result of testing far
wind load resistance Faased vn allowable wind loads and reflects the ultimate passing pressure divided by 2 {the 2 to 1 margin
of safety per F8C 15Q4.9 has already been applied]. Refer to FRSA/TRi Aprii 2012 {U4-12j, Appendix A, Table lA ❑r FBC 1609
for determination of design wind loads.
#1 Maximum pesi n Pressure = -52.5 psf;
❑eck: APA rated, 7J7.6 CAT, 0.418 in., Exposure 1, Q56 sheathing to meet pro]eci requirements to satisfaction of Authority having
Jurisdiction.
Joints: Min. 4-inch wide strips of Elastoflex 5A-V over all OSR joints
Base Ply: Polystick MTS Plus, self -adhered.
Underfayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide 5A-APP Cap Sheet {FR], Palyflex 5A P, Pvlyflex 5A P FR, Polystick TU Max, Polystick
TU P ar PolystickTtJ Plus, self -adhered.
#2 Maximum ❑esi n Pressure = -90 sf:
Deck: Min.15/32-inch plywood to meet projectrequirernentstosatisfactianvfAuthorityHavingJurisdiction.
Primer: None
Base Ply: {Optional} Polystick MT5 Pfus, self -adhered.
Underiayment: Mule -Hide 5A-APP Cap Sheet, Mule -Hide 5A-APP Cap Sheet {FR}, Pviyflex SA P, Paiyflex 5A P FR, PolystiekTU Max, Pv{ystick
TU P ar PolystickTU Plus, self -adhered.
#3 Maximum I]esi n pressure =-97.5 sf:
Deck: Mln. I5J32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: {Qptlonaf] Polystick MT5 Alus, self -adhered.
Underiayment: Mule -Hide 5A-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet {FR], Polyflex 5A P, Pvlyflex SA P FR, Polystick TU Max, Polystick
TU P ar Polystick 7U Plus, self -adhered and t3aCk-nailed within the selvedge -edge side laps using 12 ga. x 1�a" ring shank Waifs
through 32 ga., 1-5/8" diameter tin caps spaced 12-inch a.c.
#4 Maximum oesi n Pressure=-10S sf:
Deck: Min. 15J32-inch plywood to meet project requirements to satisfaction of Authority Havinglurisdiction.
Primer: WB-3000
Base Piy: {optional] Polystick MT5 Pius, self -adhered.
Underfayment: Mule -Hide 5A-APP Cap Sheet, Mule -Hide 5A-APP Cap Sheet {FR}, Polyflex SA P, Polyfiex SA P FR, Polystick TU Max, Polystick
TU P ar PoiystickTU Plus, self -adhered and back -nailed within the selvedge -edge side laps using I2 ga. x lY::" ring shank nails
through 32 ga., 1-SJ$" diameter tin Caps spaced 12-inch o.c.
#5 Maximum Desi n Pressure=-135 sf:
neck: Mln. z5/32-inch plywood to meat project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (flptianal} PGTDO yr ASTM D41
Base Ply: {optional] Polystick MTS Plus, self -adhered.
faints: Min. flinch wide strips of Elastoflex 5A-V over all plywood joints.
Under€ayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide 5A-APP Cap Sheet {FR], Polyflex SA P, Pafyflex 5A A FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered,
#6 Maximum i7esi n Pressure =-315 sf:
Deck: Structural Concrete to meet project requirements to satisfaction of Authority HavingJurisdiCtion.
Primer: PG100 or ASTM D41
Base Ply: {Uptivnal] Polystick MTS Plus, self -adhered.
Underfayment: HydraGuard Tife Pro, Mule -Hide SA-APP Cap Sheet, Mule -Hide 5A-APP Cap Sheet {FR], Pofyflex SA P, Polyflex 5R P FR,
Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered.
#7 Maximum Des�n Pressure = �225 psf:
Deck_ Structural concrete tv meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Underfayment: Elastoflex G 7U or Elastoflex 56 G, applied in full mopping of hot asphalt or PaEyflex G, torch -applied.
AIE:RJlC1 ETC, LLC.
Evaluation Report P12060A2.09-R25
Cernfrrvre o}Aurhorizutrnn g32455 Sr" E€}lTiaN {2017] FeC M1#aN-HVi-i2 EVRLt1ATlahf
FL5259-R29
Palyglass Rpof Gnderlayments; (954j 233-I230 Revision 25: 10/14/2019
Dano F of 1 F
NEnno � e#c.
#S Maximum Design Pressure = -30A psf*:
Deck: Min. 15/32-inch OSS to meet project requirements to satisfaction of Authority Having Jurisdi[tion.
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 anti 6-inch o.c. at two [2] equally spaced staggered center rows.
Base Ply: (Optional} Polystick MT5 Plus, self -adhered.
Underlayment: Mule -Hide 5A-APP Cap Sheet, Mule -Hide 5A-APP Cap Sheet [FR], Polyflex 5A P, Polyflex 5A P FR, PolystickTU Max, Polystick
TU P or PolystickTU P[us, self -adhered.
#9 Maximum Design Pressure = -37.5 psi*:
Deck: Min. 15/32-in[h plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase ar Mule -Hide fVail 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 ❑.c. at two {2] equally spaced staggered center rows.
Base Ply: [optional] Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide 5A-APR Cap Sheet, Mule -Hide SA-APP Cap Sheet {FR], Polyflex 5A P, Polyflex SA P FR, Polystick TU Max, Polystick
llJ P or PolystickTU Pius, self -adhered.
#14 Maximum Design Pressure=-37.5 psf*:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: fine (1} or two (2j layers ASTM D226, Type II felt
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal Cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 12-inch o.c. at two [2} equally spaced staggered [enter rows.
Underlayment: Elastoflex G TU ar Elastoflex 56 G, applied in full mopping of hot asphalt.
#11 Maximum Desi n Pressure = -45 sf*:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One {lj layer ASTM D226, Type Il felt
Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-in[h diameter tin caps
Spacing: flinch ❑.c. at the 2-inch wide side laps and 4-inch ❑.c. at two {2] equally spaced staggered [enter rpws.
ease Ply: {Optional; for use with self -adhering underlayment only] Po[ystick MT5 Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide 5A-APP Cap Sheet [FR), Polyflex 5A P, Polyflex 5A P FR, PolystickTU Max, Polystick
TU P or Polystick TU Plus, self -adhered ar Elastoflex G TU, applied in full mopping of hot asphaEt-
#12 Maximum Desien Pressure=-45 psf*:
Deck:
Min. 19]32-inch pEywaad to meet project requirementstasatisfa[tion afAuthority Havinglurisdittion.
Base Sheet:
Two [2] layers ASTM D226, Type II felt
Fasteners:
11 ga. x 1.25-inch long x 3/S-inch head diameter annular ring shank roofing nails at 1-5J8-inch diameter tin caps
Spacing:
9-inch a.c. at the 2-in[h wide side laps and 9-lnch a.c. attwo {2} equally spaced staggered center rows.
Base Ply:
(Optional; for use with self -adhering underlayment oniyy Polystick MT5 Plus, self -adhered.
Underlayment:
Mule -Hide SA-APP Cap Sheet, Mule-FEide SA-APP Cap Sheet [FRj, Polyflex SA P, Polyflex SA P FR, PolystickTU Max, Polystick
TU P or PolystickTU Plus, self -adhered or EEastaflex G TU ar Eiastof[ex 56 G, applied in full mopping of hot asphalt.
#13 Maximum Desi n Pressure = -45 sf:
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority NavingJurisdiction.
base Sheet:
Elastobase [sanded tap surface far hot -asphalt ortorch-applied cap orpoly-film surface for torch -applied cap]
Fasteners.
Simplex MA7D( {ap Fasteners
5pactng:
9-Erich o.c. at the 2-inch wide side laps and 18-inch o.c. at two [2} equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mapping of hat asphalt or Polyflex G, torch -applied.
#14 Maximum Desien Pressure=-45A psf:
Deck:
APA rated, 7J15 CAT, 0.418 in., Exposure 1, O56 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 Waifs with 1-5]8" diameter tin caps
Spacing:
6-inch o.c. atthe 3-Erich wide side laps and 6-in[h a.c. at four {4] equally spaced staggered center rows.
Base Ply:
(Optional} Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide 5A-APP Cap Sheet, Mule -Hide 5A-APP Cap Sheet (FR], Polyflex 5A P, Polyflex 5A P FR, PolystickTU Max, Polystick
TLJ P or PolystickTU Plus, self -adhered.
NEMfl ETC, I.I.C. Evaluation Report P12060.02.09-R25
Certiflrate ofAuthanznYianJf32455 5T" EoiflCll+i [2fl17] FBC NOiV-t3VH2 EVALUA7iOIV FL5259-R29
Polyglass Roof L3nder3ayments; [954j 233-123© Revision 25: 1�jt4�2019
Pn�o 7..f 9F.
N�nno � etc.
#7.5 IVlaxirt2um Design Pressure = -�15.Q psf:
Deck: APA rated, 7/16 CAT, p,418 in., Exposure 1, d5i3 sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastohase [sand top surface}
Fasteners: 12 ga. annular ring shank Waifs with 1-S/8" diameter tin caps
Spacing: b-inch v.c. at the 3-inch wide side laps and 6-inch o.c. at four {4} equally spaced staggered center rows.
tJnderlayment: E[astoflex G TU or Elastoflex Sfi G, applied in full mopping of hot asphalt.
#1fi Maximum ❑esi n Pressure = -45,Q sf:
Deck: APA rated, 7J16 CAT, p.41$ in., Exposure 1, 058 sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastohase ar Polyglass Base
Fasteners: 12 ga. annular ring shank nails with 1-5J8" diameter tin caps
Spacing: 5-inth o.c. at the 3-inch wide side laps and 6-inth o.c. at four [4j equally spaced staggered center rows.
Underlayment: Polyflex G, torch-appiied.
#17 Maximum i7esi n Pressure = -52.5 sf:
Deck: Min.15J32-inchplywvvdtomeetprojectrequirementstosatisfactivnofAuthorityHavingJurisdiction.
ease Sheet: Elastohase {sanded top surface for hat -asphalt ortorch-applied cap vrpoly-film surFate for torch -applied cap}
Fasteners: Simplex MA)C)( Cap Fasteners
Spacing: 9-inch a.c. at the 2-inch wide side laps and 12-inch o.c, at two {2}equally spayed staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
i#18 Maximum oesi n Pressure=-52.5 sf:
Deck: Min. 15J3Z-inch plywood to meet project requirements tv satisfaction of Authority HavingJurisdiction.
Base Sheet: Elastohase or Mule -Hide Nail base [poly -film top surface}
Fasteners' Simplex prigina! Cap Nails
Spacing: 6-inch ❑.c. at the 3-inch wide side laps and 6-inch o.c. atfour j4j equally spaced staggered center rows.
Base Ply: jflptional} Polystick MT5 Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Muie-Hide SA-APP Cap Sheet [FRj, Polyflex 5A P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or PolystivkTU Plus, self -adhered.
#19 Maximum Qesi n Pressure = -52.5 sf:
❑eck: Min. 15J32-inch plywood to meet project requirements to satisfaction afAuthority fiavingJurisdiction.
Base Sheet: Elastohase {sanded top surface for hot -asphalt ortorch-applied cap or poly -film surface for torch -applied cap}
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and b-inch o.c. atfaur {4j 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.
#2D M ximum i n Pressure = -6a sf:
Deck: Min. 19J32-inch plywood to meet project requirements tv satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastohase {sanded tap surface for hat -asphalt ortorch-applied cap ar poly -film surface fortorch-applied cap)
Fasteners: 11 ga. x 1.25-inch longx 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 v.c. at three [3j equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 55 G, applied in full mapping of hot asphalt or Polyflex G, torch -applied.
#21 Maximum ©esi�n Pressure=-fi0 psf:
Beck: Min, 19J32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastohase {sanded top surface far hot -asphalt ortorch-applied rap ar poly -film surface far torch -applied capj
Fasteners: OMG #12 Standard Roofgrip with OfVIG FEat Battvm Metal Plates
Spacing: 12-inth v.c, at the 4-inch wide side laps and 12-inch ❑.e. attwo {2} equally spaced staggered center rows_
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mapping of hot asphalt or Pviy#lex G, torch -applied.
NEM1AS? ��' i'I"�' Evaluatifln Report P12060.Q2.p9-R25
Certr�cute of Authorrrntian �32455 G'�" E�1714isf {Z017j Fi3C NQN-HVH2 EVRCUATioN �IS259-R29
Polyglass Rvof EJnd�rlayments; [9S4] 233-123� Revision 25: J0/14J2pt9
Ann Si nF 9 G
�I��o g eta.
#22 Maximum ❑esi n Pressure = -fiQ.D sf:
Deck: APA rated, 7116 CAT, �.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction,
Base Sheet: Elastobase arMule-Hide Nail Base (poly -film top surface]
Fasteners: Simplex MA][3C Cap Fasteners
Spacing: 8-inch o.c. at the 3anch wide side laps and 8-inch o.c. at three {3] equally spaced staggered center rows.
Primer: PG100 orASTM D41 primer applied to stress plates.
Base Ply: (Optional] Polystick MTS Pius, self -adhered.
Underlayment: Muie-Hide SA-APP Cap Sheet, Mule -Hide 5A-APP Cap Sheet (FfiJ, Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered_
#�3 Maximum Desi n Pressure = -6U 0 psf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, DSB sheathing to meet project requirements to satisfaction of Authority Haying
Jurisdiction.
Base Sheet: Elastobase {sand tap surface}
Fasteners: Simplex MA?Cx Cap Fasteners
Spac€ng: S-inch o.c. atthe 3-inch wide side laps and 8-inch o.c. at three {3J equally spaced staggered center rows,
Underlayment: Elastoflex G TU ar Elastoflex 56 G, applied in full mopping of hot asphalt.
#24 Maximum Desi nPressure =-i6U fl psf;
❑eck: APA rated, 7/16 CAT, D.418 in., Exposure 1, DSB sheathing tv meet project requirements to satisfaction of Authority Haying
Jurisdiction.
Base Sheet: Elastobase or Polyglass Base
Fasteners: Simplex MAx)C Cap Fasteners
Spacing: 8-inch o.c. at the 3-inch wide side laps and 8-inch o.�. at three {3] equally spaced staggered center rows.
llnderlayment: Poiyflex G, torch -applied.
#25 Maximum Desi nPressure = -fi7.5 sf:
be[k: min. 15/3Z-inch plywood to meet project requirements to satisfaction of Authority Haying Jurisdiction.
Base Sheet: Polyglass G2 8ase or Polyglass Base (requires use of torch -applied Underlayment]
Fasteners: 12 ga. x 1.25-"tnch long x 3/8-fnoh head diameter annular ring shank roofing nails at 1-5/8-Inch diameter tin caps
Spacing: $-inch o.c. at the 4-innh wide side laps and 8-inch o.c, at four {4J equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or torch -applied or PQlyflex G, torch -applied,
#25 Maximum Desil7n Pressure = -67.5 psf:
Deck: AAA rated,l9/32 CAT, B.578 in., Exposure 7., OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base {poly -film top surface]
Fasteners: T12UFA5T Versa -Fast Fasteners &Plates with two (2] screws per plate installed 18D° into the ho€es of the plate, parallel to
the width direction of the sheet_
Spacing: 12-inch o.c. at the 4-inch wide side laps and 12-inch v.e. at two [2J equally spaced staggered center rows.
Primer: (Optional] PGI00 or ASTM D41 primer applied to stress plates.
Base Ply; {Optional] Polystick mT5 Plus, se}f-adhered_
Underlayment: Muie-Hide SA-APP Cap Sheet, Mule -Hide 5A-APP Cap Sheet �FR], Polyflex 5A P, Pafyfiex 5A P FR, PolystickTU Max, Polystick
TU P or PafystickTU Pius, self -adhered.
#27 Maximum Desi n Pressure = -67.5 sf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet prflject requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase {sand top surface}
Fasteners: TRUFAST Versa -Fast Fasteners &Plates with two (2} screws per plate installed 1$p° into the holes of the plate, parallel to
the width direction of the sheet.
Spacing: 12-inch o.c. at the 4-ineh wide side laps and 12-inch o.c. at two {2} equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hat asphalt.
NEMQ ErC, LLC.
E�aluafton Report P12060.QZ09-R25
Cenrficate afAuthorimfivnlR32655 6r" Ei]l7lCIN (20i7] FSC NqN-}i11HZ EVALt1ATIQIV
Polyglass Roof Underfayments; {954] 233-123� Fi.5259-R29
Revision 25: 1oJ14�2019
N�nity � eta.
#28 Maximum besi�n.Pressure=-57.5 psf;
Deck: APA rated, 19/32 CAT, p.578 in., Exposure 1, ❑5B sheathingto meet project requirements tasatisfaction of Authority Having
Jurisdiction.
Base Sheet; E[astobase or Polyglass Base
Fasteners: TRUFAST Versa -Fast Fasteners & P{aces 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-inCit o.c. at two {2j equally spaced staggered center rows.
Underlayment: Poiyflex G, torch -applied.
#29 Maximum Desi n Pressure = -75 sf:
❑eck: 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 underlpymentJ
Fasteners: Dekfast #14 with Dekfasf Hex plates, pMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat
Bottom Plates {AccuTrac}, Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAX;C Cap Fasteners
Spacing: 1G-inch o.c. atthe 4-inch wide side laps and 10-inch o.c. at three [3J equally spared staggered Center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mapping of hot asphalt ortorCh-applied or Polyflex G, torch -applied_
#3p Maximum Design Pressure = -9� psf:
Deck- Min. 15�32-inch plywood to meet project requirementstosatisfaction of Authority Having Jurisdiction.
Base Sheet: Elastvbase {sanded top surface for hot -asphalt ortorch-applied cap or poly -film surface for torch -applied capj
Fasteners: Simplex MAXJ( Cap Fasteners
Spacing: 6-inch o_c_ at the 2-inch wide side laps and 6-inch o.c. attwv {2} equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 55 G, applied in full mopping of hotasphalt or Polyflex G, torch -applied.
#31 Maxirnum Desi n Pressure=-90 sf:
Deck: Min. 15�3�-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastohase {sanded top surface for hot -asphalt ortorch-applied cap orpoly-film surface for torch -applied Capj
Fasteners: OMG #112 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates ar OMG Fiat Sattom ivletal Plates
Spacing: 6-inch ❑.c. at the flinch wide side laps and 6-inch o.c. at three {3} equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Pofyflex G, torch -applied.
#32 Maximum Desir;n Pressure = -90 psf:
Deck: Min. 15�32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface}
Fasteners: Trufast #12 bP ❑rTrufast #14 HD with Trufast 3"Metal Insulation Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three {3} equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mapping of hat asphalt.
#33 Maximum Design Pressure=-9Qpsf:
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 vftorch-applied underlaymerrtJ
Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #t14 Hit with OMG 3u Galvalume Steel Plates, QMG Roofgrip #14 with OMG Flat
Bottom Plates [AccuTrac}, Trufast HD with Trufast 3-inch fnsuiation Plates or Simplex MAX}( Cap Fasteners
Spacing: 9-inch ❑.c. at the 4-inch wide s€de laps and 9-inch o.c. at four {4j equally spaced staggered center rows.
Underlayment: Elastoflex G TU ur Elastoflex S6 G, applied in full mopping of hot asphalt ar torch -applied or Pofyflex G, torch -applied.
#34 Maximum Desi n Presstre=-9U.i1 sf:
❑eck: APA rated, 7/16 CAT, fl,418 in., Exposure 1, O58 sheathing #o meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastabase or Mule -Hide Nail Base (poly -film top surface}
Fasteners: TRUFAST Versa -Fast Fasteners &Plates with two {zj 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-]nth o.c, at two {2} equally spaced staggered center rows.
Pruner: PG1Q0 orASTM D41 primer applied to stress plates.
Base Pfy: [Optional} Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide 5A-APP Cap Sheet, Male -Hide SA-APP Cap Sheet {FR), Polyflex SA P, Polyllex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
NEMQ ETC, L1C. Evaluation Report P12Q50.02.Q9-R25
CertFficate afAuthorizarron #31455 G'" EDITION [2[]1Tj Ff3C NON-HVHZ EVALllATIpf�i FL5259-ti2q
Polyglass Roof llnderEayments; j954j Z33-1230 Revision 25: 1fl/].4/2019
n�Ro in.,F 9�
N�Mo � etc.
#35 Maximum Design Pressure =-9UA psf:
Deck: APA rated, 7/15 CAT, 0.418 in„ Exposure 1, OS8 sheathing to meet project requirements to satisfa�tivn of Authority Having
Jurisdiction.
Base Sheet: Elastohase (sand top surFave]
Fasteners: TRUFAST Versa -Fast Fasteners &Plates with two {2] screws per plate installed 1$D° into the holes of the plate, parallel to
the width -direction of the sheet
Spacing: 5-inch o-c, at the 2-inch wide side Paps and 12-inch o.c. at two {Z}equally spaced staggered center rows.
Underfayment: Elastoflex G TU or Elastoflex Sfi G, applied in full mapping of hot asphalt.
#35 Maximum Desi nPressure = -9�.� sf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure I, D5B sheathing to meet project requirements to satisfaction ❑f Authority Having
Jurisdiction.
Base Sheet Elastohase yr Polyglass Base
Fasteners: TRUFAST Versa -Fast Fasteners &Plates with two {z} screws per plate installed 1$0� into the hales of the plate, parallel to
the width -direction o#the sheet
Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch v.c, at two {z] equally spaced staggered center rows.
Underlayment: Polyflex G, torch -applied.
#37 Maximum Desi n Pressure = -97.5 sf:
❑eck: Min. 19J32-inch plywood to meet project requirements tv satisfaction of Authority Having Jurisdiction.
ease Sheet: Elastohase ar Mule -Hide Nail Base {poly -film top surface]
Fasteners: 11 ga. x L25-inch x 3J8-inch head diameter annular ring shank roofing nails at 1-5J8-inch diametertin caps
Spacing: 4-inch o,c. at the 4-inch wide side laps and 4-inch ❑.c. at four (4] equally spaced staggered center rows.
base Ply: (Optional] Palystick MTS Plus, self -adhered.
Underlayment: Mule -Hide 5A-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet {FR}, Polyflex 5A P, Polyflex 5A P FR, Pviystick TU Max, Poiystick
TU P or PalystickTU Plus, self -adhered.
#t38 Maximum Desi n Pressure = -97.5 sf:
Deck: APA rated,l9/32 CAT, 0.578 in, Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction --
Base Sheet: Elastohase ar Mule -Hide Nai! Base {poly -film top surface]
Fasteners: Simplex MAJU( Cap Fasteners
spacing: b-inch v.c. at the 4-inch wide side laps and 6-inch o.c. at four (4j equally spaced staggered center rows.
Primer: PG10p or ASTM D41 primer applied to stress plates.
Base Ply: {Optional] Polystick MTS Alus, self -adhered.
Underlayment: Mule -Hide 5A-APA Cap sheet, Muie-Hide 5A-APP Cap Sheet (FR}, Polyflex SA P, Polyflex 5A P FR, Polystick TU Max, Polystick
TU P yr PalystickTU Pius, self -adhered.
#35 Maximum Design Pressure = -97.5 psf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, O5B sheathing to meet project requirements tD satisfaction of Au#hvrity Having
Jurisdiction.
Base Sheet: Elastohase (sand top surface]
Fasteners: Simplex MAXx Cap Fasteners
Spacing: b-inch v.c. at the 4-inch wide side laps and b-inch o.c. at four (4} equally spaced staggered tenter rows.
Underfayment: Elastoflex G TU or Efastoflex 56 G, applied in full mopping of hot asphalt.
#4D Maximum Design Pressure =-97.5 nsf;
Deck: APA rated, 19J3� CAT, 0.578 in., Exposure I, 05B sheathingta meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastohase yr Polyglass base
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch v.c. at the 4-inch wide side laps and 6-inch ❑.c. at four (4} equally spaced staggered center rows.
Underfayment: Polyflex G, torch -applied.
#41 Maximum Desi n Pressure =-105 sf:
Deck: Mln. 15J32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastohase (sanded tap surface far hot -asphalt ar torch -applied cap ar poly -film surface for torch -applied cap)
Fasteners: Simplex MAxx Cap Fasteners
Spacing: b-inch o.c. at the 2-inch wide side laps and 5-inch a.�. at three {3] equally spaced staggered center rows-
Underlayment: Elastoflex G TiJ or Efastoflex 56 G, applied in full mopping of hat asphalt ar Polyflex C, torch -applied.
NEMQ ETC' tI.C. Evaluation Report P12060.02.09-R25
Certifi[aYe ofAuthorirariQn1E32455 fir" EUrrlpr+E [2017j FeC NQN-HVFIZ EVAELiATIQN FL5259-1i29
Polyglass Roaf Underlaynrents; 1954} 233-1230 Revision 25: 20/14�Z019
b � �o '1 1 r.f 7 �
N�n�a J etc.
#42 Maximum Desl n Pressure = -Z05.p sf:
Deck: APA rated, 7/16 CAT, fl:418 in., l=xposure i, D5B sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastabase or Mule -Hide Nail Base [poly -film top surface)
Fasteners: TRUFA5T Versa -Fast Fasteners &Plates w[th two (2J screws per plate installed 180°into the holes of the plate, parallel to
the width -direction of the sheet
Spacing: fi-inch o.c. at the 4-inch wide side laps and 6-inch q.c, at three [3j equally spaced staggered center rows.
Primer; PG1iJ0 yr A5TM D41 primer applied to stress plates.
Base PEy: {Optional} Paiystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide 5A-APP Cap Sheet [FRj, Palyflex 5A P, Poiyflex SA P FR, Palystick TU Max, Poiystick
TU P ar Polystiek7U Plus, self -adhered.
#43 Maximum Design Pressure=-1p5.0 nsf
Detk: APA rated, 7/lfi CAT, a,418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction,
Base Sheet: Elastabase {sand top surface}
Fasteners: TRUFA5T Versa -Fast Fasteners &Plates with two [Z) screws per plate installed 18�� into the hales of the plate, parallel to
Chewsdth-direction of the sheet
Spacing: 6-inch o,c. at the 4-inch wide Side laps and 6-inch o.c. at three �3} equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt.
#44 Maximum Design Pressure = -1p5 0 isf:
fleck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, 056 sheathingta meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastabase or Pvlyglass Base
Fasteners: TRUFA5T Versa -Fast Fasteners &Plates with two [2j Screws per plate installed 18D` into the hoses of the plate, parallel to
the width -direction of the sheet
Spacing: 6-inch o.c. at the 4-inch wide side laps and fi-inch ❑.c. at three [3} equally spaced staggered eenter rows.
Underlayment: Pnlyflex G, torch -applied.
#45 Maximum Desi n Pressure = -1I2.5 sf:
❑eck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastabase or Mule -Hide Nail Base )poly -film tap surface}
Fasteners: 11 ga. x 1.25-inch x 3f8-inch head diameter annular ring shank roofing Waifs at 1-5/8-lnch diameter tin caps
Spacing: fi-inch o.c. at the 4-fnch wide side laps and 6-inch o.c. at four {4} equally spared staggered center mws.
Primer: PGipO ar ASTM D41 primer at all tin -caps
Base Pfy: Polystick MTS Plus, self -adhered
Underlayment: Mule -Hide 5A-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet {FR}, Polyflex 5A P, Polyffex 5A P FR, PolystickTU Max, Polystick
Tu P or Polysti�kTU Plus, self -adhered.
#46 Maximum Desi n Pressure=-12apsf:
Deck: Man. 15/32-inch plywood to meet project requirements tv satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastabase {sanded tap surface far hot -asphalt vrrorch-applied cap yr poly -film surface for torch -applied cap)
Fasteners: DMG #1Z Standard Rvvfgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates ar OMG Flat Bottom Metal Plates
Spacing: fi-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five {5) equally spaced staggered center rows_
Underlayment: Elastvflex G TU ❑r Elastoflex 56 G, applied In full mopping of hat asphalt ar Polyflex G, torch -applied.
#47 Maximum Desi n Pressure = -120 sf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority HavingJurisdiction.
Base Sheet: Elastabase {sanded topsurfacea
Fasteners: Trufast#i2 ❑ParTrufast#14 HD withTrufast 3" Metal tnsuiation Plates
Spacing: 6-inch o.c. at the 4-Inch wide side Laps and 6-inch o.c. at five [5} equally spaced staggered eenter rows.
Underlayment: Elastoflex G TU or Elastvflex 5b G, applied in full mapping of hot asphalt.
NI:MQ ETC, tLC. Evaluation Report P12U6U.iJ2Q9-R7_5
Certifrcafe afAuYharrrotFon #32455 fi� EDfT1DN (2017) F8C NOtU-HVHZ EVRLilA714Pi FL5259-R24
Palyglass Raaf Underiayments; {954} 233-123a Revision 25s 10J14/2Q19
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5.9 The Sli a e Limitations FRS RI A ril 2�12 D4-12 ;
NEMO � etc.
When loading roof tiles on the underlayment indirect -deck fife assemblies, the maximum roof slope shall be as follows. These
slope limitations can only bf= exceeded by using battens during loading of the roof tiles.
--- • .,,,�.,...., ����� v� �u�� �py������w anau ue uis�aiieu rn accoraance wrtn Nolyglass published installation requirements subjecttvthe
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 priorta application, and prime the substrate {if applicable},
6.3 Elastobase, Elastobase P nr Mule -Hide Nail base:
6.3.1 Non -Tile Applications:
Shall be installed in compliance with the codified requirements for ASTM ❑226, Type II underlayment in F6C Table 15D7.1.1 for
the type of prepared roof capering to be installed and Pvlygfass published requirements.
Elastobase, Elastobase P orMule-Hide Nail i3ase maybe covered with a layer of Polystick, Poiyflex SAP, Polyflex SA P �R, Mule -
Hide 5A-APP Cap Sheet or 5A-APP Cap Sheet {FR}, self -adhered, Elastvfiex G TU, Elastoflex 56 G or Elastoflex 56 G FR in hot
asphalt or Pplyflex G or Palyflex G FR, torch applied. Roof cv�er limitations are those are those associated with the tap -layer
underlayment, as set forth in Table 1.
6.3.2 Tile Applications:
Elastobase, Elastobase P or Mule -Hide Nail [3ase are limited to use as a mechanically attached base sheet in the "Two Ply
System" from FRSA/TRI April 2D12 {fl4-12}. Reference is made to Table 1 and Section 5.6.1 herein, coupled with FRSA/TRI April
2012 (D4-12} Installation Manual.
NEMO ETC, L1.C. Evaluation Report P120fiD.02.o9-R75
Cerrifrtdte afAUYhorizariadl/31�155 E�'" EDITIOiri [�q17} FBC NSA[-HLHZ EV�i1EJgTEVN FtS259-R29
Polygiass Roof LEnderlayments; 5954} 233-1230 Recision 25: 1U/14/2p19
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6.5.2 For hat -asphalt -applications, Elastoflex G TU, Elastvflex 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 5-inch wide, off -set minimum 3 feet from Bourse
tv course. Side and end laps shall be fully adhered in a complete mapping of hot asphalt with asphalt extending approximately
3/8-inch beyond the fop edge.
6.G � Palyflex G or Palyflex G FR:
fi.6.1 Poiyflex G or Polyflex G FR shall €ae installed incompliance with current Polyglass published installation requirements. For use
in file applications:
✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FR5A/TRI April 2012 {04
12} beneath mechanically fastened or adhered file roof systems {Refer to Table 2 for base sheet options).
� Polyf€ex G FR is far use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April z012
{0412j beneath mechanically fastened file roof systems {Referto Table 2 for base sfleet options}.
5.5.2 PolyflexG ❑r Polyflex G FR shall be fuflytorch-applied to the substrates noted in Table 2. Side laps shall be minimum 3-inch and
end -laps minimum 6-inch wide, off -set minimum 3 feetfrom course to course. Side and end laps shall be fully heat -welded and
inspected to ensure minirrsum 3/8-inch flow of modified compound beyond the lap edge.
Ili.7 Tile Staging:
6.7.1 Tife shall be loaded and staged in a manner that presents file slippage and/ar damage to the underlayment. Refer t❑ Table 2
herein, and Polyglass published requirements far file staging.
6.7.2 l3attensond/orCounter-battens, as required by the file manufacturer and FRSA/TRf April 2012 {04-12}must be used on all roof
slopes greater than 7:12. Precautions should be taken as r?eeded, such as the use of battens or nail -boards, to present file
sliding and/or damage to the underlayment during the loading process.
7. BUILaING PERMITRE�UIREMENTS:
As required bythe Building Official or Authority Na�ingJurisdictivn in order to properly evaluate the installation ❑f this product.
S. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. fi1G20-3 qA requirements. Refer to
Section 4 herein for product &production locations haying met codified physical properties specifications.
9. QUAI.ITYASSURANCE ENTITY:
UL, LLC—gUA962S; {314} 578-3406; k.chancellor@us.uLcom
- END ❑F EVALUATICIN REPDRT -
NHMD ETC, LLC. Evaluation Report P12060A2.D9-RZS
Lertffirpie ofAvihorizcrtFon J€32455 6`" Ei71TlOIV {2DS7} FBC tsOra-HVM2 EVALUATI4PV FL5259-R29
Polyglass Roof llnderfayments; {954} 233-1230 Revision 25: 1a�74�2D19
Dora 1 � nF 4!;