HomeMy WebLinkAboutEVALUATION REPORTEXTERIOR RESEARCH & DESIGN,LLC.
�I . - Certij8ate Of Authorization N9503
,�.,It ��I I ERD SCANNED - 353 Christian Street
i BY oxford, CT 06478
EVALUATION REPORT St. Lucie County (203) 262-9245
Polyglass USA, Inc. Evaluation Report P9290.02.08-R20
150 Lyon Drive _ FL1654-1122
Fernley, NV 89408 Date of Issuance: 02/11/2008
(570) 384-1230 Revision 20: 09/12/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nleminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 6 h Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6, plus a 58-page Appendix.
Prepared by:
Robert J.M. Nleminen, P.E.
Florida Registration No. 59166, Florida DCA AN£1923
The firs. b ual apMarirewanwr ed fy Roh nNi n n,
P.E. 09112/2017. This dttn rmserx u anoleRmrveiP/cEned
d..enL
COMFICA'nGN OF INDEPENDENCE:
I. Exterior Research & Design, U-C. d/b/a Trinity I ERD 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. Exterior Research & Design, LLG d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity Involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
�,i TPJNI TY I ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems, as produced by Polyglass USA,
Inc., have demonstrated compliance with the following sections of the a Edition (2017) 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.
2. STANDARDS:
Section
Prone
Standard
Year
1504.3.1
Wind
FM 4474
2011
1504.3.1
Wind
UL1897
2012
1504-7
Impact
FM 4470
2012
1507.11.2
Physical Properties
ASTM D6162
2008
1507.11.2
Physical Properties
ASTM D6163
- 2008
1507A1.2
Physical Properties
ASTM D6164
2011
1507.11.2
Physical Properties
ASTM D6222
2011
1507.11.2
Physical Properties
ASTM D6509
2009
3. REFERENCES:
Ent
Examination
Reference
Date
ERD (TST6049)
Physical Properties
P10490.10.08-2
10/30/2008
ERD (TST6049)
FM 4470/4474
P13760,09.09
09110/2009
ERD (TST6049)
FM 4470/4474
P13770.09.09
09/10/2009
ERD (TST5049)
FM 4470/4474
P30540A1.09-R1
11/30/2009
ERD (TST6049)
FM 447014474
P30550.12.09
12/02/2009
ERD (TST6049)
Physical Properties
P33960.12.10
12/30/2010
ERD (TST6049)
FM 4470/4474
P33970.03.11
03/15/2011
ERD (TST6049)
Physical Properties
P3759D.03.13-3A
03/06/2013
ERD (TST6049)
FM 4470/4474
P39680.03.13
03/04/2013
ERD (TST6049)
Physical Properties
P37590.03.13-1-RI
06/26/2013
ERD (TST6049)
Physical Properties
P37590.03.13-2-R1
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-2
07/01/2013
ERD (TST6049)
Physical Properties
P37590.03.13-5-R1
07/01/2013 +•'.
ERD (TST6049)
Physical Properties
P37590.07.13-1
07/02/2013
ERD (TST6049)
FM 4470/4474
P41630.08.13
08/06/2013
ERD (TST6049)
Physical Properties
P45940.09.13
09/04/2013
ERD (TST6049)
Physical Properties
P44370.10.13
10/04/2013
ERD (TST6049)
Physical Properties
P39520.09.14-2
09/11/2014
ERD (TST6049)
FM 4470/4474
SC6160.11.14
11/10/2014
ERD (TST6049)
Physical Properties
PLYG-P45440SC.03.15-1
03/31/2015
ERD (TST6049)
Physical Properties
SC5170.05.15
05/08/2015
ERD (TST6049)
FM 4474
SC8085.05.15
05/19/2015
ERD (TST6049)
Physical Properties
SC5170.12.15
12/29/2015
ERD (T-ST6049)
FM 4470/4474
SC9455.15
04/01/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC8905.05.16-1
05/17/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC8905.05.16-2
05/17/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC10815.07.16-R1
09/23/2016
ERD (TST6049)
UL1897
PLYG-SC12025.10.16
10/12/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC11475.16
11/17/2016
ERD (TST6049)
FM 4470/4474/UL1897
PLYG-SC13235.01.17
01/17/2017
ERD (TST6049)
FM 4474/UL1897/FAS 114
PLYG-SC13920.05.17
05/30/2017
ERD (TST11294)
FM 4474/UL1897/rA5114
PLYG-C-rL13945.05.17-1
05/3D/2017
Exterior Research and DMign, LLC.
Evaluation Report P9290.02-O&R20
Certificate of Authorization 49503
6'"EDIT [ON (2017) FBC NON-HVHZ EVALUATION
FU654-R22
Polyglass Modified Bitumen Roof Systems, 1570) 3FA-1230
Revision Z0: 09117JZ017
Page 2 of 6
Enthty
-- - ERD-M11294)
ERD (TST6049)
ERD(TST6049)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals(TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TM867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals(TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
PRi(TSTS878)
PRI(TSTS878)
PRI(TST5878)
PRI(TST5878)
PRI(TST5878)
PRI (MS878)
PRI(TST5878)
PRI(TST5878)
PRI(TST5878)
Miami -Dade (CER1592)
Miami -Dade (CER1592)
UL LLC (QUA9625)
4. PRODUCT DESCRIPTION:
Examination
FM-44747UL1897/TAS 114
FM 4474/UL1897
FM 4474/TAS 114
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 447014474
FM 4470/4474
FM 4470/4474
Physical Properties
Physical Properties
Physical Properties
Physical Properties
TAS 114
TAS 114
TAS 114
TAS 114
TAS 114
HVHZ Compliance
Proposal for Review
Quality Control
Reference
PIYG-CTt13945.05.17-3
PLYG-SC13945.05.17
PLYG-SC15760.09.17
2W7A7.AM
OD3A3.AM
2DOAO.AM
2DSA9.AM
30G6646
3001334
3001334
3000857
3004091
3006115
3012321
3014692
3014751
3007170
3019317
3020703
3018332
3023368
3024594
3023458
3030668
3032172
3049631
3057029
PUSA-062-02-01
PUSA-061-02-02
PUSA7064-02-02
PUSA-062-02-02
PUSA-188-02-01
PUSA-188-02-02
PUSA-188-02-03
PUSA-202-02-01
PUSA-202-02-02
Various NOAs
10-0823
Service Confirmation, R14571
Date
OS/30/2017
05/30/2017
09/11/2017
O8/04/1994
04/04/1997
12/23/1998
06/22/1999
01/04/2000
O112512000
02/1512000
O1/12/2000
01/12/2000
05/02/2001
07/29/2002
O8/05/2003
08/27/2003
O1/13/2004
06/30/2004
07/30/2004
O1/31/2006
03/20/2006
05/23/2006
07/18/2006
09/12/2007
06/12/2009
04/21/2014
02/02/2017
12/04/2007
O1/2812008
02/27/2008
12/04/2,008
02/98/2017
02/08/2017
02/08/2017
05/17/2017
05/17/2017
Various
10/12/2010
Exp.10/06/2018
This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA,
Inc. published installation instructions and the Limitations / Conditions of Use herein. The following Polyglass
membranes make up the subject systems.
'TABLE 1:, ROLL-GODDS FOR POLYGULSS MODIflED BriUMEN ROOF SYSTEMS
_ .... ..
.... - _.. .... -n.-
Type
Product
Specification
j Reference Grade Type
Base Sheets
Polyglass G2 Base
ASTM D4601
N/A
II
Polyftex SA Base ASTM D4601
N/A
II
Polyglass APP Base ASTM D6509
N/A
N/A
Exteier Research and Design. U.C. Evaluation Report P9290.02.08-R20
Certijlo7te ofAuthoruo0on#9503 6EDITION(2017) FBC NON-HVHZ EVALUATION FL1654-R22
Polyglass Modred Bitumen Roof Systems, (570) 384-IMO ReWslon 20: 09/12/2017
Page 3 of 6
TRINITY 3 ER®
TABLE I(CON7tROU:-GOODS FORPOLYGLASS MOpt6E6 BITUMENRO .OFSYSIEMS- _ _
Type
Product
Specification
Reference
Type
SBS Membranes
Polyglass HT Base 650
ASTM D6162
III
Elastobase
ASTM D6163
I
ElastoflexV
ASTM D6163I
Elastoflex SA V Base
ASTM 06163, Table 2I
MS
Elastoflex SA V FR Base
ASTM D6163, Table 2I
Elastoflex SA V Plus
ASTM D6163I
Elastoflex SA V Plus FR
ASTM D6163I
Elastobase Poly
ASTM D6164
I
Elastoflex S6
ASTM D6164
S
I
Elastoflex 56 Type II
ASTM D6164
S
11
Elastoflex VG
ASTM D6163
G
I
Elastoflex VG FR
ASTM 06163
G
I
SBS Membranes
Elastoflex S6 G
ASTM D6164
G
I
Elastoflex 56 G FR
ASTM D6164
G
I
Polyfresko G SRS (sand or poly -film backed)
ASTM D6164
G
I
Polyfmko G SBS FR (sand or poly -film backed)
ASTM D6164
G
I
Elastoshield TS G
ASTM D6164
G
I
Elastoshield TS G FR
ASTM D6164
G
I
Elastoflex SAP
ASTM D6164
G
I
Elastoflex SA P FR
ASTM D6164
G
I
Polyrefiect
ASTM D6164
S
I
APP Membranes
Polyflex
ASTM D6222
S
1
PolyHexG
ASTM D6222
G
I
PolyflexG FR
ASTM D6222
G
I
Polyfresko G
ASTM D6222
G
I
Polyfresko G FR
A57TM D6222
G
1
Polybond
ASTM D6222
S
I
PolybondG
ASTM D6222
G
I
PolyflexSA P
ASTM D622222
G
I
POlyflex SA P FR
ASTM D62
G
I
Polyfresko G SA
ASTM D6222
G
I
Polykool
ASTM D6222
s
I
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance
with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. -
5.5 The roof system evaluation herein 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. Load resistance of the roof deck shall be documented through proper codified and/or F8C
Approval documentation.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511.
Exterior Research and Design, U.C. Evaluation Report P9290.02.08-RZD
CerWicate of Authorizotion#9503 6"' EDITION(2017) FBC NON-HVHZ EVALUATION FL36S4-R22
Polyglass Modified Bitumen Roof Systems; (570) 3WI230 Revision 20: 09/12/2017
Page 4 of 6
'\ TRINITY I ER®
5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure
for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with
FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design
professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDS, 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 (January 2016) for Zone 2/3 enhancements.
5.8 For assemblies with all components fully banded in place, the maximum design pressure for the selected
assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No
rational analysis Is permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the
existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison
to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI
FX-1 or Testing Application Standard TAS 105.
5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the
existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If
any surface conditions exist that bring system performance into question, field uplift testing in accordance
With ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS
124 shall be conducted on mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof
system shall be capable of resisting project design pressures on its own merit to the satisfaction of the
Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM
Lass Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with
FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard
RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or
1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
6. INSTALLATION:
6.1 Polyglass Modified Bitumen Roof Systems shall be installed in accordance with Polyglass USA, Inc. published
installation instructions, subject to the Limitations / Conditions of Use noted herein.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDr = Maximum
Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects
the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been'
applied). Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design, I.I.C. Evaluation Report P9290.02.08-1120
Certificate of Authadrodon#9503 e EDITION (2017) Fat NON-HVHZ EVALUATION FL3684-1122
Polyglass Modified Bitumen Roof Systems; (5701384-2230 Revision 20: 09/12/2017
Page 5 of 6
TR.INI- Y' ERD
6.3 Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect
- on the system wind load performance Refer to current Roofing Materials Directory for fire ratings associated
with coating usage.
PG200 Non-Fibered Roof Coating;
i PG300 Fibered Roof Coating;
i PG600 Non-Fibered Aluminum Roof Coating;
➢ PG650 Fibered Aluminum Roof Coating;
PG700 High Quality Elastomeric Roof Coating or KM Acryl 25;
i PG700QS (Quick -Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (over granule -surfaced
APP or SBS only);
PG800 Asphalt Emulsion Roof Coating;
Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
➢ Polyplus 65 Premium Fibered Aluminum Roof Coating;
➢ Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15;
➢ Polybrite 70QS (Quick -Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-Q5 (over granule -
surfaced APP or SBS only);
Polybrite 90 High Solids Silicone Roof Coating;
Polybrite 95 Silicone Roof Coating.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA
requirements
9. QUALITY ASSURANCE ENTITY:
UL LLC-QUA9625; (314) 578-3406, k.chancelior@us.ul.com
THE 58-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, U-C. Evaluation Report P9290.02.08-R20
Certifxate afAuthorization 99503 6'' EDITION (2017) FBC NON-HVHZ EVALUATION FLI654•R22
PolySIM Modified Bitumen Roof Systems; (570) 384-1230 Revision 20: 09/12/2017
Page 6 of 6
Thefellovnn�natesapolvlp the sntemzautNnetl homin:
1. Thnroo?rysttmeveluation heroin peruinsap6avedeh soef rompanRmr, Rvaftlakaand rtrumural membersahad be in aanrdanca with FBC ngvimmalksaWsafiafactono?thvAmlmrity Havinglurisdictkn.
lwd rezisnme pf Me mo? dak shall ba documenttdthrough pmpereMifieaand/or FBCAppmval documpnmtion.
2, Insulatien/haw sheet farton r, shall bo of sufficient length for the fallowing deck engagement:
i Wood: Mmmum 0.95-Inch penetmdon.
Y 51ael: Minimum 03Slnch penevation and engage thetop flute of the steal dak.
YS final eamuete: Minmum 1A embedment hrto pilot hole in asmmianse wRh fasterienmenu?aiarcYs published immallation imtrvctions.
3. Wlars othalvise noted, inabtion may I a any one Neer or canbination a polybm[yaeumM, pblystyfene, weod fiberboard, petals, gypsmmbased reef board e, mG.eml-wv dl .1 "M that meet, oho t1A
myu'aemenis of FAQ RUIe61Gi 3auM Is documented esmoelMgf6C1565.1sun, for foam plarfl4 FBCGap5er16, when uutaDS wnhthe roofm r.
&terbr Rmeash mW h&v =dmfa Tdni I D EvI e. Reinert P919bp20 Mrar R]OS Z
CertlfgateorAuthmbatkelftM 6p`BIRFI19N(2017( FecNimi-N Viul A110N Ralston20:09/12/NI7
P.M.4 W. Robe Merwlnen, PE59165 potyglare Modified 6hnses Reefsy4nns(570)9H1 AppeMG 1, Page 1 dM
`tix ` IUNITY iERD
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zhxt fas n are insmlied tNoul the LVAC to engage the snni al smeimconce, deck Tlw aVucnral detk shall be of egwi Or greotermnNguratbnnthe steel antl mncrem deck gstingz RoofdecksaM
semeevml members zhan be m acmtdaee wHh iOC requirements to the satishcdon Dfthe Autlmriry Having Judyfktlon. Lead refinance of the w0f deck shall by docameNed thmugh p n,a r [edified and/or RC
Appmyaluousmentetto,
S. Prelrmnary Insulation enrichment for System Type 0; UNesf olemwhn mded, rekrro Section 2 .M.1.3 efFM toss Prommice, Deb, Sheet 1-21,(Jznuary 2016).
Q Unlersothaiwisarca�ed,inwhdan adtes'weapplgllyn ncesamas(npov¢&bbonarbead width hat theNme erapplkadon;%M riSbom(beadsslull expand aF nOtetl [.the manuhchi.e1jmIlefetl inztnKtmos.
i Hot asohak(HA)� Fuiimv ,at2 nms/o ore.
Y D WiNSASDK001k Se:Imutatgn Adhesbel0.IS): Cantinupuz OJSm Lirwhwidanbbona 32-Inch o.e
Y Milleneftm0ne Step Fmma6le Adheow(M-0SFA): C Mmrrwr 03hIs, GSpwh We rabonp, 22-Inch o.c.
i Millennium PG-1 Pump Grade MI,Aslye(M-PG1k 0.25 A, 054nch wide Obbons, lNnh o<. l
P OMG0WAd5W(085W): Continuous 0.715 m ldnch wale ribbem, li-Inch 0."(PaAal m SyollhockNme: OJPBOM Green new be raad Where Olydi d500& rented,
Y G)y6oM Classic(0B Class:i,): FullmreraYeelpilsquare.
i ICPAdhesiv¢&SnalamsQt-20: Camfnwus 2S3 Aclr wide ribbons, lbfnch o.c.
YNa:e: When muMpk7ayers(s)gimufaprn rnd/ mvedmvrdercimmllM in r3lonopplMadllesh5600rdpinessrmrtbestaggered.
i Nate: Thenad medgadhmncehom iheadhnlve Nbbonro Ne M9eojthefmubtlon bovrdshollbesrcilos:teen onMa.7mespMfietlrl6bomspotlrq.
J. Uniert otM1eswix notM.al imuktkm an net -stack or beer boaN al the mmimumtAkknesz robed. Tapercd pglYisacyanumta Mtlw ralowin¢thlcknass llmltytlDm maybe substitutatl with the mlowlnC Maximum
Design Pressurt(MOP)limibderu. In rouses dr these rtlb, beused plorma'tha MOP lisdngs In the table; mther'rf MOP listing bekw menisor exceeds that listed fmapaltkularsysmmin the tables,glen
Nethinner honklirt6d betowmaya heolu(d SFAJ: Mequivalent Mikerm.0,5-lch; inthe bde:
Y MBlennldm One Step Fmmahleahsu (M-MI)FA): MDP-1875 par (MIA. O.5msAtbek)
Y MilkOMG OIum-d SW( POO): PdM1esive (M-PGU: MDP -1575pd (M1m0.5-1mhthkdk
Y0MG0f,BWSW(D89W): MDP -aSA Psf (Hirt OS-imh[hkkMulUHAaz FAd)
Y0MG0Ivumd5W(0MW): MDP-1875pd (Hirt pS-Nch ih&ki3(195YGU
Y OMG OIyBoM SW (OBSW): MDP-335.Oys( (M"vs.0.Slnchthkk ENRGY 3)
i OMG OIYBondSW (DBSWj: MDP 4VSpsf (Min. OSimh thkkACFoam Il)
Y IQ Adhesives&Sealants CR-20: MDP-117S psf IMIA. 1.0.mch thick)
B. Bonded PDlyiwgrsnumb insulation baaNs shall be maxMum dab ft.
9. For mecham.9, atachel cm pen-unls ar earthly bonded iAmI,AI %the hood. m dank, A. (er the selected asambM shall or eaeeed the lone 1 dodge Franc— determined In —Acib a with FK
Mapbr 16, and Zones 2 antl 3 stall empty an neach—rA tlemiry dasi,mcd by A qualified doogn pnfassbMl W react Me eleaated pnrwm criteria. CommpNy a cad medwds are AN51/SPRI WGS, FM Iwo .
PrAnu m Orate Sheaf 1-19, Roofing Appllmtion SbndeN RAS H] ate Reeft ApPIWCon StaMam fi 51 7. AiserMOes marked with be wournSN con the Iinumbees Rt feRh in Section 25.10.1 of FM lass
Prevention Dab Shut 1-29(January W16) for2wm 2/3 rnh ou'ra ms.
SO. ForfWly bonded assemblirs,dw maxunumdosign pressure(arihezNectedassemby zhatl meet oreaceed crNul tleil¢n prass�ne demrminetl in ascordamawith FOCUapterlQ amlrorationalanarymupermitted.
11 For mtthankaily attached mmFenents mer existing dells, fa Amnes shall be bseM In be A,dolmB deck for Withdrawal asHbrm. A Beamed desllln pmksdoral shall review lira do, for comparison to the
minimum memo m ote far rho system. Testing andsnalyzft shall be in a.Mr. wkh ANSI/SPRI FK-1 or Testing Application StaMartI TA5105.
IL For axicts,subatnams In a beMetl recaserorre-mof lneralirden, the ousting stet sm1alY Or exhUnB mof deck shall be wounuml for compatibairy AM bete perlamlema with the selected efinsiu, ate tbe esstiM
roof system(ter, ed shag be wpablo of rezh0U prolectd.(:n prounin on Its awn monk mtiesatisfaction of the Audwdty Having Jvadictlon, as documented drnc h fwid uplift testing m accordance with
ANSI/SPRI IA-1, ASTM M7, FM toss trwennon0ab Sheet 1-52OrTesting Application Standard TAS M
U For RemverAppiketens mind, StAem Type 0, the insulation hop*ionai; however, the existing reef Sstem shall be suitable for a recover appliratkn.
U. UghtweightlnsWating Canaete(LW ) shall be cut macordamewith FKSecnon 1917 to the satisfaction ofthe Avthenty Havinglralsdicliom For systems where SM&OLWC is mom cod, referm consent LWC
ProduR Mpmval forspxific deck mnsemuion ate Iimimtlann for systems where zpetilc 1WO8 no[ rckrenced, the minimumdesign mu shall be 30o psi. In all mans, the minimum topmatthkkness h 2•Imhaz.
FarlWCoverstwauml eemmm, refereme h mode m FBCiectbn 1917a.1. Poim 1
Fttedm PRseartb mtl Oeshn,LLGd/c/aTHnitylFlm Eealuatou HepoLP92W.02A&RZOrorfL165s M
Cedl(aate0lAUtlror0atbn A9S03 eEIXDONJW17)FBCNGN�WAWATION Recokir Ll: 09/12/2017
Pmmred by: Robert Nkmbwn, PE-59166 Prdygdes Muddied Bitumen RooiSYztems:(SW) 3841230 AypeMix 1, PA r2a58
TRI%#B IY ERD
15. Unkssmherwise roted,referm the fPllawlnn mfemnmsfarhoMedW d.,...�.. <F.w �e..lt..rh...
n
'-ti-x- w ..,� °':TAetF1: PDiyglessRpaE[aKgc �•k_' a .`i ,e ,-'. ., - . -? e 7rr h
v
fleierenx
K
Ma[edal
tatton5
ap-AA
Base Ply
One or more plies PoWas3 C2 l MC APproyed ASTM Da6BL Type tl
(Base aM Ptyslreets. Asphah-
Ply
one or mme Ptle Pseyekess my N, Palsxlass Ply VI, PBCA provedA D2178 Tyie, NorVl
Mot ASPhalt et 2G40
Applied)
Nose:
Aspfmk sheens mlr Isnlo,sftffnatb dW svJ drzmmbmms
Onepyl esaMlsaM). partoflexV partaflex 56 paRoikx S6rypeli, PolsglasSHT Baca 650
Elazmflex VG, pasmpea VG FR EIasmt1ex 56, pastolMxS6Type Il, Etutofles 55 G, FhsteRn56GfR, Elastoshietd TSG,EWmshieid
TS$FR, PoMsbGSBS{zaM-batk�,PalyheskoG SBSFR (sand-Lacketl)
lb"s'.re
sm{l
_
bm Ply
PG350 at 1.S3A
:G35vare
UP Ply
Be. P
Ona pty Elaxmbase (saMjvr6 Elazmtlex Y, paSmflex56 ElaReflez%Type ii
585{h2
Up Ply
EkatoBe%VG,EhsteileaYGFR,UumfMx56, Ebrte11ax 56Typeit,Elan[eUex56 G, EInsto11ex56G FR, EIaSteshleld TS-G, EWsmsM1ie61
TSG Fit Polyfleft GSBS ssnd-0xWd PclyfreskaG SBS Fit sand-b r
pyyplus 35at15-2.0
Pu,[.m
SBSAA
Bazeptyor Ply
One ormore Plies Ele#c0ase tzeM/send or yoty/sand), Eleslebase P(sand/sand orpoly/sazil), ElssmHex V, pasmflex 56, Misroflex
S6T II, PoFygba Fp&ue%D
(SBS,Mpheh-APPlled)
Cap Ply
EW"V, paaeAexVG. Sl fIex VG FF. Dasmfbx56. lUvtoflex S6 Type 11, pasmflax S6 G, Elrsmflex M G FIR, Ehsmsl£etd TS6,
pasmzhieltlTSG M PCFifsello G SBS mnd-0cletl Po km G SBS FIX(saM-packer
xm A:plpha[30d0
1�/s9zare
No.
Aa @d.Vittvvrv¢vletlanifioll mtbe Ihdro 1 ffLesurfa' dmemDmm
ormore plWEbsmbaso(eandjsl Elartitet.poty/polyj, ElemllexV, Ebstftx 56, V ye,iex 55Type it, Pell M Base
SW -TA
6aeo Ptym Ply
,
(SBi, TomAApPiied)
UP NY
ElarteMxV,EWtopexYG,pas[oRex VG FSS FLsz-9ex SFti EMsmflez56 Type g, ElartoMx56 G, EMsmflex S6G FR, partesh1, TSG,
ElasrozhMldTSC FA Pel eeho G SBS CPPIIfilnn backed pely6esko G SBS Fitt o"Ine ba
Tomh-Applied
Box PIY
One m mom Plies Eb .nxMV6ase, ElastoflexMV Fit Use, Elesoilex SAV Pies, Ebsmflex SAVPlus FR
SBSSA
UpPlyElazmflez
SAP, partvPaxSAP Pol Ben
(585, Sett-Adicedng)
fMh;
UnlevaMeewisamte4Pemdsdhta membrmre.sufMmtesjor58iS1 are pmHNmthe SeSSABmeplyoptbnrMrcln,
ElasMbotti /Wsond/orE/mtabarc /
SeH-Adbertr¢
APPfAi
Up PN
Polyfl"GFR
PG35Dat13.2A
in. w
APPPTA
Baze Pi or Pl
Oaearmare iez Po ,APPUse Pp Po
tAPP,Torth-ApPliied)
Up PN
PoW PolyfkaG, P.W. G M, Pal,Wnd, Pelyband G, PoF,Frc G, Pelyfiesia GM
Terd,-Applied
APP SA
UpP
Pol ex 50. P, Polypsx SAP FR, pa sk GSA,Doiykeal
(ADP, Sel(Adhedm)
new.
UnJessaNetwlu mted,permisl6temembrane svbsHvtrsjarAPP-SA are timlhdro sfuSBS.Vi pose Plyoptl. heren,
flostobme(miy/ arElaaaboe/ y/ iy.
Sett -Adhering
lfi. Any Pf tlsa folbwllG FEC Approved coatings mry Eo appEM ro tha mp root mombmrs whlmu[ adverse eHert on the zyscem wind bad perfom,.mu. Refer [e cuent Pooflng Materilz Dlrettery for fire 2UnBs
ssecMbM wah coo W ig uaae.
DGlapneeedared a,o tn,
s vracPrteermaopfeeawc
> PGCNxeF,im mN ReoreaMe
> vfiaso Hbema NanNRm.opfc ''mr
Y pbhpxEry QwliMEa[CmeM RmlWVn[m tM Atry125;
Y pGXR'llSlWidaeel KQM1 Waap xnlmnaXCRootCveenQm KV tvy13St6itor panuMu,InNAppm5Q5onN1:
T' PGaCOHpnvl Fmu![An PoolCwl'og:
Y Dah9an WRemiam HarvF3enENuminompmimatlng
> Pohaa+r 65 Prtmtum sU,neCAbninum ROO/Gerin&
Y PWGart>U prcmum Graae FL:mmericnmfCwGne vxMAoylaY,
PoIs4�ite>CpS lP+id Sell Prem Wm 6roae [Y ttomv,i[ PmI CeaU,q w xAi AM 15451M nanuleyudxed MP v 565 aJd: 1
Y Paybirc90XgM1b11af 4Tmne ReolCoauiauPol/Wife955eemelbtf GEhg.
FMadar Reuarchand DevyL LL4dry7o Tr;rerylEpa Evaluaticn Report PBDJ.p288AMfor0.165isi23
Certifxrte o:Aetlrovaimni?4503 6°1 EDpiON(IDia)ieCNONaflMZ EVAUfAPAAN ReY0sim120:0B/12/2o17
Orepted W: PPMst Nb,umery pE39366 Ddygimt ed BtlmmsRmlSyatens(5]p)30A-R� AppeM4LPase3afM
r
�J TRINITY I ERD
12. Oem Dttkihallbafeitlprimed wlUSPGlW marmsffaaheN�p{membrane ap➢Ikatlon Peferto tables herein faroMer pliming reAWmmenb. ,
18. VaPox berrieraptionx{or ux everxtrviturnl mncete derk(oilowed by adhemd Liwb[un urrytlw faTm�wg MexMwm Dexign Pressure(MOP)Ilndmlions.The(ejsgafzfw MOP pitingx Fmbw vx. those In Ta61e 3A
appllai:
Cii.VIXIBMWFROMPfsiSivttrUutCPHeanFO[O�.gUnIDmlruVUT�mIPezTCB[i3k° -_ ..,. �s � .. -. --'S x s .l. -: �. 4.a .? V ..�. .. ., .w.>c<
_ .
OPUPnb
Rlener._
VaPwBazrier
Imu1a4WSA0a0va
MDP {p9)
Type
AszaN
V&1.
W3W
ElasmRex SAVPiui
SaH-AdhMng
Inp-StikortR-20,32i�rcho.c._
-66p
Vb-2,
PG1W
P.l C4si APPbase
Tpp Mppplkd
inw$tikor CR-20, 12-bKhox.
-JSA
V&£
PG1W
Elesse6eu SAP
Se6-Adhering
Inir?6tik 32-Inch e.e
-T£O
VB-0.
PG3W
EtastpFlax SqP
Self-Adhanng
Mdemiium Om Step Foamebb AtlMsive, 32tinrh o.c.
457S
YB-5.
PG1W
flastaflex SAp
Self-Adbeep,
CA-20, 32-inch o.c.
-220A
V&6.
PG1W
Elarm?Iex SAVease;EWmRex SAV iA Base,
E6doflncSAVPlus,EbAoMaSAV PIus FR
SeWAdhemig
MPlennum One Step Faamabe Adheswe,MYlennlum PGl PumPGmde
Adhpz .O4y ndSWor CR-2g32-krcis.
0
19. 'MOP°=Menmpm Oaib;n Psessum ulheresut[oftestingforwiM load rcbnnz«baad nn allpwabk wird lmav Refertp FDC 3609mrdemrminetion oldes�smdlwdx,
s
Fxredor Reuarth mdOezigry uE.dryla TriniHlEPu EraMtkm PepwtP9H0.0211&RSgmr R3654R22
2nilrcateofgathosUa6on p9503 6m ED(IIQ4 (%dT) FSCNONi1VNZEVAWgTRIN R.Woe 2¢ 09112J2017
Frepaeed by, Robed Neemoe, pb-ssu6 fttAl S Modified bitumen R SYReeY(9T0)?843]31V Append. 1, Page 4 aSS
q l' INITY i ERD
TABLElf-2:"DDECKS-REROpf (ZF.api3ra}tie REcoVfa.. '
5YSTEMTYDE E:NEWCONSTIIU/:fIDN,
'.NUNiNSULATE0r 2AECFuN1CALLY ATTACNEO DASESHEET^ �• ` �i '.'. .• - .. .<.., {.caws&aihtL'),RDNUED ROOF COVER _,
,,,, - ,. •...
Delk Mattis)
DaseSRm
_.
gpepfgcr(xOte ss)
MDp
N.
TYPa Patten Atmm
BasePry CeP
IPt7
W-06
Mn.34/32 ' Etartnbaze, EbstubattP
MAfmt Hez(Aa,D ga#PLT-H-3-T/8)w hDekh 914
1244roc C 4in 11ap ZM12J ch tt.c. in twa
SBSSt, APP.M SM
inch pi.d (PP`y-hm )
orTm` 3' Metal lnvAaeon P M th Tlofasl HD
(21.e9Palfy .d,aYCq,redumtermwi
swL
TAAPP-TA
-SIS•
'NLTT
Min.19/32- I, EhAOb E6tud P
De11m1 Hex (ak WKk KKT-H-2-2/'d)whDakh ,4
12-Int11 PG F4dxh by and 12 h1h n.<.NMo
indr latywaod I (PoMNmtap)
orTmfmtr Metal ln$V4 m Plain Whh Tru .HD
(2), aaealry spaced,
PoH11u5A Sax
ADP -TA
325•
W.198
M1tin.39J1} Elsstobas, EbSNhdxP
Inch
ON.G fiat EO(tom Pbtes (s4CarelwAh R'ss(8nP P12
l3.InN ac N4J.W1q Pendi2MNo.c FMo
$g55A
S APP. SB
��' �'
p�ywOW ! (p tytdmtop)
(2), epwbyspa¢d, z[aHZered centClrvvn
TR"P-TA
{ 0•
W 139
Mb.19/R- ;Ebsmlase Wa bawP
Inch PMw+od (WM-fdmxP)
CMG Plat BOttam PhiMlvNare wRh Rao(rlpal2
I e
iT-NNoc N aJ hba aM l-ImAoc Ftw
P.Ny SABase
APP-TA
{a.o•
er
R), e9ualN`oats$n�eretl commwa
. MWOODDECRS—NEWCONSTPUCnONoak MF�{��..�a�a) ..-i
6
- �_hYSiEtryTYPE PaNON-INSULAEDi8ONOE�AOQFiO3jER i._�.
Systam
DerY(Nate it
Pabmr
NooEfaxrlNata lS)
N0.
_
IeiMTmabmll
a Ply
Ply
Crp Ply
MP
LY�14a
MIR15)32-
heh pfA'�
done
None
SgS
IDptbw75aS5ly 365-
55SSA,APP-SA SBS
TA,APPSA
TA APP-TA
W-341
Mn. IS/32-
IvhPM1Wood
IOptbnap PG100
Nene
PoMna SAeax
10plbnall PPP-T0.
0.PP-TA
A v,Y
1V-143
Mhr. is
InchCtyvxaad
SDmbIuU PG10D
Pgwoolje is mxvrexdva¢hbi _hwi3esvipzofEnFVBez SAV PWs. tolled cob
ElastoMx SAV Bauar
IDplb al)SBSSy 505-
TB33A,App- SLLS'
-
pbreto neat wnnnuoes goad
£Sas-o SAVFABme
TAr APPTA
Tk, F-TA
.97.5
W 134
iN'15P15uaoe
1 t4'&3aW
Nane
S855A
IDctipnap
S940SA,S6
TA APP-TA
.1,
W 1a
M. 15/32-
1DPups0 PG3�
plyvvodJoints are wwted wish flinch wide strips afElaCa(kz�A V PIm,rolled into
Eb ffR SAVMs
Ua-4S
IOPUenaQ5053A 565-
585-S1,ADP-S4,Sei
min clywood
PbmmneatewnWpwa m:m,
Ebsta8ez50.Y—fA
Tyy
TAAPP-TA
-3BSa
W.la6
h11M1p
{Opa .lK10o
wtle Arlpsof FlmmiLmlSAVPlu41o9=d mta
n �crcatac
vm-d
ntlnuousband�
poytlezSABa,e
(OptloluOAPP TA
APP-TA
-135.a
FRGrbrllCsearN and Deep U[,dh/a TIn�NIEPD Ewluatbn Rnpwt P9250A2�-fl30 br Ri6Sa{U2
Cerllfk br. AulhoNatloa B95a3 5^Et5R10.4 {2011)TBCNONi1YH2 EVAlUAT10ta Anidb,L:G9/12&M
prtpat4d H1" HahaM1Nbmben, FE54164 PaNHlacMa&Red BHumm RoefSytmns; (STO)304-1220 AypendGl, PeSc 21 a15B
SCANNED MEMO I etc.
BY Certificate of Authorization #32455
353 Christian Street, Unit #13
St. Lucie County Oxford, CT 06478
(203) 262-9249
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P12060.02.09-R24
1111 West Newport Center Drive FL5259-1128
Deerfield Beach, FL 33442 Date of Issuance: 02/24/2009
(954) 233-1230 Revision 24: 01/24/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E.
for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described, herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: Polyglass Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMOIetc. requires a complete review of this
Evaluation Report relative to updated Code*requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOletc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 14.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 01/24/2018. This does not serve as an electronically
signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMOIetc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMO I etc. is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMO I etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
NNEMOletc.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
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 6" Edition (2017) 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.
2. STANDARDS:
Section
Property
Standard
Year
1504.3.1
Wind Uplift
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1507.2.3 / 1507.1.1
Physical Properties
ASTM D226
2009
1507.2.4 / 1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012
2012
1507.11.2
Physical Properties
ASTM D6164
2011
1507.11.2
Physical Properties
ASTM D6222
2011
TA5110
Accelerated Weathering
ASTM D4798
2011
3. REFERENCES:
Entity
Examination
Reference
Date
FM Approvals (TST 1867)
Wind Uplift
3004091
01/12/2000
PRI (TST 5878)
Physical Properties
PRI01111
04/08/2002
PRI (TST 5878)
Physical Properties
PUSA-005-02-01
01/31/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-01
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-02
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-03
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-018-02-01
07/14/2003
PRI (TST 5878)
Physical Properties
PUSA-028-02-01
07/13/2005
PRI (TST 5878)
Physical Properties
PUSA-033-02-01
01/12/2006
PRI (TST5878)
Physical Properties
PUSA-035-02-01
09/29/2006
PRI (TST5878)
Physical Properties
PUSA-055-02-02
12/10/2007
PRI (TST5878)
Physical Properties
PUSA-061-02-02
O1/28/2008
PRI (TST5878)
Physical Properties
PUSA-076-02-01
02/22/2008
PRI (TST5878)
Physical Properties
PUSA-083-02-01
04/14/2008
PRI (TST5878)
Physical Properties
PUSA-088-02-01
07/29/2009
MITI (TST 2508)
Physical Properties
JX20H7A
04/O1/2008
MTI (TST 2508)
Physical Properties
RX14EBA
01/29/2009
ERD (TST 6049)
Physical Properties
11752.09.99-1
02/08/2000
ERD (TST 6049)
Wind Uplift
11757.08.01-1
08/13/2001
ERD (TST 6049)
Wind Uplift
11776.06.02
01/16/2003
ERD (TST 6049)
Physical Properties
02200.07.03
07/14/2003
ERD (TST 6049)
Wind Uplift
P1740.01.07
01/04/2007
ERD (TST 6049)
Physical Properties
P5110.04.07-1
04/11/2007
ERD (TST 6049)
Wind Uplift
P9260.03.08
03/21/2008
ERD (TST 6049)
Physical Properties
P13450.08.09
08/13/2009
ERD (TST 6049)
Wind Uplift
P30540.11.09-111
11/30/2009
ERD (TST 6049)
Physical Properties
P11030.11.09-1
11/30/2009
ERD (TST 6049)
Wind Uplift
P31030.11.09-2
11/30/2009
ERD (TST 6049)
Physical Properties
P11030.11.09-3
11/30/2009
ERD (TST 6049)
Physical Properties
P33360.06.10
06/25/2010
ERD (TST 6049)
Physical Properties
P33370.03.11
03/02/2011
ERD (TST 6049)
Physical Properties
P33370.04.11
04/26/2011
ERD (TST 6049)
Physical Properties
P37300.10.11
10/19/2011
NEMO ETC, U.C. Evaluation Report P32060.02.09-R24
Certificate of Authorization #32455 6 T" EDITI ON (2017) FBC NON-HVHZ EVALUATION FL52S9-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 2 of 14
NMEMO I etc.
Entity
Examination
Reference
Date
ERD (TST
6049)
Physical Properties
P40390.08.12-1
08/06/2012_
ERD (TST
6049)
Physical Properties
P40390.08.12-2
08/07%2012
ERD (TST
6049)
Physical Properties
C41420.09.12-3
09/11/2012
ERD (TST
6049)
Wind Uplift
P39680.03.13
03/04/2013
ERD (TST
6049)
Physical Properties
P45370.04.13
04/26/2013
ERD (TST
6049)
Wind Uplift
P1738.02.07-R2
04/29/2013
ERD (TST
6049)
Wind Uplift
11757.04.01-1-R1
04/30/2013
ERD (TST
6049)
Wind Uplift
P41630.08.13
08/06/2013
ERD (TST
6049)
Wind Uplift
P11751.05.03-R1
11/26/2013
ERD (TST
6049)
Wind Uplift
P11781.11.03-R1
11/26/2013
ERD (TST
6049)
Physical Properties
P45270.05.14
05/12/2014
ERD (TST
6049)
Physical Properties
6020.07.14-1
09/08/2014
ERD (TST
6049)
Physical Properties
6020.09.14-2
09/08/2014
ERD (TST
6049)
Physical Properties
6020.09.14-3
09/08/2014
ERD (TST
6049)
Physical Properties
6020.09.14-4
09/08/2014
ERD (TST
6049)
Physical Properties
6020.09.14-5
09/08/2014
ERD (TST
6049)
Physical Properties
6020.09.14-6
09/08/2014
ERD (TST
6049)
Physical Properties
P46520.10.14
10/03/2014
ERD (TST
6049)
Physical Properties
P43290.10.14
10/17/2014
ERD (TST
6049)
Physical Properties
PLYG-SC7550.03.15
03/24/2015
ERD (TST
6049)
Physical Properties
P40390.04.15
04/03/2015
ERD (TST
6049)
Physical Properties
P44360.10.14-R1
05/18/2015
ERD (TST
6049)
Physical Properties
PLYG-SC8080.05.15-1
. 05/20/2015
ERD (TST
6049)
Wind Uplift -
PLYG-SC8905.05.16-1
05/17/2016
ERD (TST
6049)
Physical Properties
PLYG-SC8080.07.16
07/16/2016
ERD (TST
6049)
Wind Uplift
PLYG-SC12025.10.16
10/12/2016
ERD (TST
6049)
Physical Properties
PLYG-SC33040.12.16
12/27/2016
ERD (TST
6049)
Physical Properties
PLYG-SC11900.03.17
03/10/2017
ERD (TST
6049)
Physical Properties
PLYG-SC12115.08.17
08/08/2017
ICC-ES(EVL 2396)
IBC Compliance
ESR-1697
11/01/2014
Miami-Dade(CER 1592)
HVHZ Compliance
NOA 14-0717.08
01/22/2015
Polyglass
USA
Manufacturing Affidavit
Products Current
02/18/2009
Polyglass
USA
P/LAffdavit
Mule -Hide Cross Ltg
03/01/2008
Polyglass
USA
Materials Affidavit
Polystick SA Compound
08/18/2011
UL, LLC. (QUA9625)
Quality Control
Service Confirmation
Exp.10/05/2018
4. PRODUCT DESCRIPTION:
4:1 Mechanically Fastened Underlayments:
4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet.
4.1.3 Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet.
4.1.4 Polyglass APP Base is afiberglass-reinforced, APP modified bitumen base sheet.
.4♦2 . Self -Adhering Underlayments: V .. _ . ... ,
4.2.1 Polystick MTS or Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass
fiber reinforced, surfaced with polyolefinic film surface; meets FRSA/TRI April 2012.
4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an
aggregate surface; meets ASTM 01970.
4.2.3 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a
polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012.
NEMO ETC, U.C. Evaluation Report P12060.02.09-R24
CeMf,.te ofAwh.nzatw N32455 e" EDITION 12017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; 1954) 233-1730 Revision 24: 01/24/2018
Page 3 of 14
NNEMO I etc.
4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester
reinforced, with a granular surface; meets FRSA/TRI April 2012. _ -
4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/mz polyester
fabric surface; meets ASTM D1970 and FRSA/TRI April 2012.
4.2.6 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester
reinforced, APP modified bitumen cap sheets; meet FRSA/TRI April 2012.
4.2.7 Polystick Dual ProTM is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970.
4.2.8 Polystick Tile ProTM is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012.
4.2.9 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section
5.8).
4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand -surfaced SBS
modified bitumen back -side and granule -surfaced APP modified bitumen top -side. Elastoflex G TU is for use as an
alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System' from FRSA/TRI April
2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet' in the "Two Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems.
4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164.
Elastoflex S6 G and Elastoflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing' (ASTM D6380,
Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems.
Elastoflex S6 G is for use as an alternate to Hot Asphalt applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI
April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G FR is for use as an
alternate to Hot Asphalt applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath
mechanically fastened tile roof systems.
4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
Polyflex G is for use as an alternate to Heat Applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI April 2012
(04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat
Applied "Cap Sheet' in the `Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
S. LIMITATIONS-
5.1 This is a building code. evaluation. Neither NEMOIetc. nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions :hereof, is/was used for permitting or
design guidance unless retained specifically for that purpose. .
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
NENIO ETC, LLC. Evaluation Report P32060.02.09-R24
Certifimte of Authorization N32455 6'" EDITION(2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 4 of 14
ONEMOletc.
5.5 Allowable Roof Covers:
._..--..------.—.:--TABLE Y: RODF;COVER OPTIONS
Underlayment
Asphalt Shingles
Nail -On Tile
Foam -On Tile
Metal
wood Shakes
& Shingles
Slate
Elastobase
Yes
Yes
(Base sheet In 2-plysystem)
Yes
(Base sheet in 2-ply system)
yes
Yes
Yes
Elastobase P
Yes
Yes
(Base Sheet in] -ply system)
Yes
(Base Sheet in 2-ply system)
yes
Yes
Yes
Polyglass G2 Base
No
Yes
(Base Sheet in 2-ply system)
Yes
(Base Sheet In 2-ply system)
No
No
No
Polyglass APP Base
No
Yes
(Base Sheet In 2-ply system)
Yes
(Base Sheet in 2-ply system)
No
No
No
,olVsticF<RJIT or7t'M7S'.P m_
Ua,,,,avYesAWM
Yes
_ ;N_o.
egg:,,-;,-' ;;==—;Ye._.
Nous
Payst¢ IR-xe
a
No
Yes
Yes
Polystick TU Is
No
Yes
Yes (See 5.5.1)
No
No
No
Polystick TU Plus
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
Polystick TU Max
No
Yes
Yes (See 5.5.1)
Yes
No
No
Polystick Dual Pro
Yes
No
No
Yes
yes
Yes
Polystick Tile Pro
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
Polystick MU-X
Yes
No
No
Yes
Yes
yes
Elastafex S6 G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Elastoflex S6 G FR
Yes
Yes
No
No
Yes
Yes
Elastoflex G TU
Yes
Yes
Yes (See SSA)
No
Yes
Yes
Polyflex G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
PolyflexG FR
Yes
Yes
No
No
Yes
Yes
Polyflex SAP or SAP FR
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Mule -Hide SA-APP Cap Sheet
or SA-APP Cap Sheet (FR)
Yes
Yes
Yes (see 5.5.1)
No
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
_-- - ;TABLE IA: ALLOW ABLE TILE ADHESIVE/ UNDERLAYMENT COMBINATION Si
Adhesive
Florida Product
Underlayments
Approval
DAP Foam Touch'n Seal StormBond Roof
Tile Adhesive
FL14506
Polystick TU Plus, Polystick TU Max
Dow TileBondT"
FL22525
Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset® AH-160
FL6332
Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset® RTA-1
FL6276
Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
2 Refer to Tile Manufacturer's or Adhesive Manufacturers Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, I.I.C. Evaluation Report P12060.02.09-R24
Certificate of Auth.riztion#32455 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 5 of 14
01NEM0 I etc.
5.6 Allowable Substrates:
5.6.1 -Direct--Bond to Deck:
Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet
(FR) self -adhered to:
D New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing
plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels
(designed and installed to meet wind loads for project).
Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or
OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ ASTM D41 primed structural concrete.
Polyflex G or Polyflex G FR torch -applied to:
➢ ASTM D41 primed structural concrete.
5.6.2 Bond -to -Insulation:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered
to:
➢ ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board.
Polyflex G or Polyflex G FR torch -applied to:
➢ ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile
systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlayment system in accordance with FBC Section 1504.3.1.
5.6.3 Bond to Mechanically Attached Base Laver:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self -adhered to:
D ASTM D226, Type I or 11 felt; Elastobase; Elastobase P or Mule -Hide Nail Base.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
D ASTM D226, Type I or II felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base.
Polyflex G or Polyflex G FR torch -applied to:
➢ Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum
requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in
accordance with FBC Section 1504.3.1.
NEMO ETC, U.C. Evaluation Report P12060.02.09-R24
Certlaate of Authorization H32455 6zX EDITION (2017)FaC NON-HVHZ EVALUATION FL5259-RZB
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 6 of 14
*NEMO I etc.
5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlaymentsystems beneath. foam -on tile .systems,-where-the.underlayment
forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the
result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure
divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-
12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Desien Pressure=-90 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#2 Maximum Design Pressure =-97.5 osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG10D or ASTM D41
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), 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.
#3 Maximum Design Pressure=-105 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x
1%" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
#4 Maximum Design Pressure =-135 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) PG100 or ASTM D41
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#5 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: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap
Sheet and Mule -Hide SA-APP Cap Sheet (FRI, self -adhered.
#6 Maximum Design Pressure = -622.5 DO
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#7 Maximum Design Pressure =-30.0 osf'•
Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-Inch long 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 or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
NEMO ETC, U.C. Evaluation Report P12060.02.09-R24
Cenifimte of Authorizotion#32455 6}eEDITION (2017)FBC NON-HVH2 EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 7 of 14
NNEMO I etc.
#8 Maximum Design Pressure = -37.5 osf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch O.C. at two (2) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#9 Maximum Design Pressure = -37.5 osf*:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
#10 Maximum Design Pre ssure =-45 osf*:
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
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 or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP Fit, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex G TU, applied in full mopping of hot asphalt.
#11 Maximum Design Pressure =-45 osf*:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two (2) layers ASTM D226, Type I I felt
Fasteners: it ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 9-inch o.c. at the 2-inch wide side laps and 9-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot
asphalt.
#12 Maximum Design Pressure =-45 osf
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners:
Simplex MAXX Cap Fasteners,
Spacing:
9-inch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#13 Maximum Design
Pressure = .52.5 osf:
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners:
Simplex MAXX Cap Fasteners
Spacing:
9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment:
Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#14 Maximum Design
Pressure=-52.5 Dsf:
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners:
Simplex Original Cap Nails
Spacing:
6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Base Ply:
(Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment:
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
NEMO ETC, U.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6'uEDITION (2017)FDC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 8 of 14
ONEMOletc.
#15 Maximum Design Pressure=-52.5 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of_A_uthority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#16 Maximum Design Pressure =-60 osf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: 11 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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#17 Maximum Design Pressure=-60 osf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: 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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#18 Maximum Design Pressure=-67.5 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underloyment)
Fasteners: 12 ga. x 1.25-inch long 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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
#19 Maximum Design Pressure =-75 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underloyment)
Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 30-inch o.c. at the 4-inch wide side laps and 10-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
#20 Maximum Design Pressure =-90 Dsf
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#21 Maximum Design Pressure =-90 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG $112 Standard Roofgrip or OMG H14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#22 Maximum Design Pressure =-90 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface)
Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
NEMO ETC, U.C. Evaluation Report P32060.02.09-R24
Certjmte of Authorization#32455 6'"EDIT] ON(2017) FBC NON-HVH2 EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 9 of 14
NMEMO I etc.
#23 Maximum Design Pressure=-90 Dsf:
.Deck:. Min. 15/32-inch plywood tomeetproject requirementstosatisfaction of Authority Having Jurisdiction. -
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underloyment)
Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 9-inch o.c. at the 4-inch wide side laps and 9-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch-
. applied.
#24 Maximum Design Pressure =-97.5 osf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c. at the 4-inch wide side laps and 4-inch o.c. at four (4) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#25 Maximum Design Pressure =-105 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#26 Maximum Design Pressure=-112.5 Dsf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer at all tin -caps
Base Ply: Polystick MTS or Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#27 Maximum Design Pressure =-120 Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. a4 five (5) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#28 Maximum Design Pressure =-120 Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface)
Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows.
Underlayment: Elastoflex G TO or Elastoflex 56 G, applied in full mopping of hot asphalt.
5.6.4.1 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum
Design Pressure of -45 psf.
NEMO ETC, LLC. Evaluation Report P12060.02.09-R24
Certif,-te ofAutharization N32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 10 of 14
MEMO I etc.
5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed
that required under FRSA/TRI April 2012-(04-12), Appendix A, Table IA.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density
designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are
ANSI/SPRI WD3, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked
with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January
2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days
after installation.
Polystick IR-Xe or Polystick MU-X shall not be left exposed for longerthan 90-days after installation.
Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or Elastoflex G TU shall not be left exposed for
longer than 180-days after installation.
Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure
limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30
days.
Elastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the
prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum
exposure is 180 days.
5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226
roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as
set forth in Section 4.3, Note 1 of ASTM D1970-15, should be established as to slip resistance.
5.9 _Tile Slippage Limitations (FRSA/TRI April 2012 (04-12)):
When loading roof tiles on the underlayment in direct -deck tile 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 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS' ^°
Underlayment
Tile Profile
Staging Method
Maximum Slope
Elastoflex G TU
Flat
10-tile stack
7:12
Lugged
B-tile stack (6 over 2)
6:12
Elastoflex S6 G or S6 G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polystick MTS or MTS PLUS
Flat
6-tile stack (4 over 2)
5:12
Lugged
6-tile stack (4 over 2)
4:12
Polystick Tile Pro
Flat or Lugged
6-tile stack (4 over 2)
7:12
Polystick TU Max
Flat
6-tile stack (4 over 2) or 10-tile stack
7:12
Lugged
6-tile stack (4 over 2)
7:12
Lugged
10-tile stack
6:12
Polystick TU P
Flat
6-tile stack (4 over 2)
6:12
Lugged
6-tile stack (4 over 2)
4:12
Polystick TU Plus
Flat or Lugged
6-tile stack (4 over 2)
7:12
Flat or Lugged
10-tile stack
6:12
Polyflex G or G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polyflex SA P or SA P FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
NEMO ETC, U.C. Evaluation Report P12060.02.09-1124.
Certificate of Authorization#32455 6 T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (9541 233-1230 Revision 24: 01/24/2618
Page 11 of 14
ONEMOletc.
6. INSTALLATION:
61 Polyglass Roof Underlaymerits shall be installed in accordance with Polyglass published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application, and prime the substrate (if applicable).
6.3,.• ="•Elastobase Elastobase l? or Mu)e Hitle Nail'Base
?,r . ., » .
6.3.1 Non -Tile Applications:
Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA
P FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or
Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are
those associated with the top -layer underlayment, as set forth in Table 1.
6.3.2 Tile Applications:
Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two
Ply System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with
FRSA/TRI April 2012 (04.12) Installation Manual.
"6 4 Polystick MTSJMTS�PLUS,,IR-Xe, TU,P; TU Plus,'TU Max; Dua1�Pto, Tile Pro,or MU X or Potyilex SAP Pofytlex SAP FR;.
,.�• -Mule -Hide SA-APP Gap Sheet or`-;Mule-HidgSA'AP.P Cap.4, eet (FR)' ¢ . r} _ ` s 5: , '_ , °`
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 (except Polystick TU P) underlayment
6.4.2
in FBC Table 1507.1.1 for the type of prepared roof covering to be installed.
Direct -to -Deck with Mechanically Fastened Roof Covers:
All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP
Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -
Hide back nailing guidelines. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch
diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -
nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of
membrane. The head lap membrane is to cover the area being back -nailed.
All seal -lap seams (selvage laps) must be - -- • �'�f
firmly rolled with a minimum 28 lb. hand
roller to ensure full contact and adhesion.
For Dual Pro and 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 Dual Pro and Tile Pro
All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified
Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap.
Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys,
or exposed roof to wall details
NEMO ETC, LLC. Evaluation Report P32060.02.09-R24
Certificate oJAuthorization#32455 6'v EDITION (2017) FEIC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments; (9S4) 233-1230 Revision 24: 01/24/2018
Page 12 of 14
�N
NEMO I etc
Repair of Polystick membranes is to be accomplished by applying Polyplus So Premium Modified Wet/Dry Cement or
Polyglass -PG500-Modified- Cement- to -the -area in need -of -repair, followed-bya minimum 6 x-6- inch -patch-of the
Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be
installed in a water shedding manner.
All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a
minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom wit:i approximately 40-lbs of load applied
for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the
roof that are not accessible to a large roller or broom.
6.4.3 Tile Applications (not allowed for Polystick Dual Pro, IR-Xe or Polystick MU-X):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions
noted above as a guideline.
For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self -adhering top sheet(s), Base
Sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1.
For adhesive -set tile applications, refer to Section 5.6.4 herein.
6.4.4 Two (2) Ply Underlavment Systems:
Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Tile Pro, MU-X or Polyflex
SAP 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 or MTS PLUS followed by Polystick TU P, TU Plus, TU Max, Tile Pro or Polyflex SAP is allowable for use
under foam -on tile systems. Limits of use are those associated with the top -layer material. This is not a requirement,
but is allowable if a 2-olv underlavment system is desired.
6.5.1 Elastoflex G TU, Elastoflex 56 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published
installation requirements. For use in tile applications:
✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single
Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or
adhered tile roof systems.
✓ Elastoflex S6 G is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or
adhered tile roof systems. _
✓ Elastoflex S6 G FR is for use as an alternate to "Mineral Surface Roll Roofing' (ASTM D6380, Class M) in the "Single
Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt -applied to the
substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, off -set
minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt
with asphalt extending approximately 3/8-inch beyond the lap edge.
6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in tile applications:
✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI April
2012 (04-12) beneath mechanically fastened or adhered tile roof systems (Base Sheet Limited per 5.6.3).
✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet' in the 'Two Ply System" from FRSA/TRI
April 2012 (04-12) beneath mechanically fastened tile roof systems (Base Sheet Limited per 5.6.3).
NEMO ETC, LLC. Evaluation Report P12060.02.09-R24
Cenifimte of Auth.ration#32455 Cr EDITION (2017) FBC NON-HVH2 EVALUATION FL5259-R28
Polyglass Roof Underlayments; (9541 233-1230 'Revision 24: 01/24/2018
Page 13 of 14
NNEMOjetc.
6.6.2 Polyflex G or Polynex G FR shall be fully torch -applied to the substrates noted in Section 5.6. Side laps shall be
minimum.3=inch and -end -laps minimum-6-inch wide, off -set minimum _3_feet..from-course _to -course. Sideand -end
-
laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap
edge.
6_7 Tile Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Table 2 herein, and Polyglass published requirements for tile staging.
6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail-
boards, to prevent tile sliding and/or damage to the underlayment during the loading process.
6.7.3 Polyglass specifies the minimum cure time after installation of self -adhering membranes and before loading of
roofing tiles is forty-eight (48) hours.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
S. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. 61020-3 CA requirements. The following
plants have qualified products undertheir respective physical properties specifications.
t.. i•
�a
:'PfOrl'-1ICQf5%_ ?- 'S.&":"w i w. ,.._; j�e
Fernley, NV, Hazleton, PA & Winter Haven, FL
ASTM D1970
Polystick MU-X
Hazleton, PA
M-D 13-0004
Elastoflex G TU
Hazleton, PA & Winter Haven, FL
ASTM D1970
Polystick IR-Xe
ASTM D1970 & FRSA/TRI April 2012
Polystick TU Plus
ASTM D1970 & FRSA/TRI April 2012
Polystick TU Max
Tuscaloosa, AL
ASTM D4601, Type II
Polyglass G2 Base
Winter Haven, FL
ASTM 6226 (physicals)
Elastobase, Elastobase P
ASTM D6509
Polyglass APP Base
FRSA/TRI April 2012
Polystick MTS, Polystick MTS PLUS
FRSA/TRI April 2012
Polystick TU P
FRSA/TRI April 2012
Polyflex SAP, Polyflex SA P FR
ASTM D1970
Polystick Dual Pro
ASTM D1970 & FRSA/TRI April 2012
Polystick Tile Pro
ASTM D6164
Elastoflex S6, Elastoflex S6 G FR
ASTM D6222
PolyOex G. Polyflex G FR
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
END OF EVALUATION REPORT -
NEMO ETC, U.C. Evaluation Report P12060.02.09-R24
Certijcate.JAuth.rizatioa #32455 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (9S4) 233-1230 Revision 24: 01/24/2018
Page 14 of 14