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i®
POLYGLASS USA
150 Lyon Drive
Fernley, NV 89408
(570),384-1230 Ext242
jakins@polyglass.com
SCANNED
BY
St Lucie County
James Akins
jakins@polyglass.com�
Maury Alpert
Jill W. Newport Center Drive
Deerfield Beach, FL 33442
(912) 429-8610
MAlpert@polyglass.com
Apel Lender
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954)233-1230
ALender@polyglass.com
1' V� `� •Y
G�
I
Category i
Roofing
Subcategory
Underlayments
Evaluation Report from a Florida Registered Architect
or a Licensed
Compliance Method
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who devel I ped
Robert Nleminen
the Evaluation Report
Florida License
PE-S9166
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date 1
10/05/2018
Validated By
John W. Knezevich,.PE
i
W. Validation Checklist - Hardcopy Received
Certificate of Independence
FL5259 R27 COI 2017 01 COI NleminelI Ddf
Referenced Standard and Year (of Standard)
S
year
ASTM D1970
2015
I
ASTM D226
2009
ASTM D6164
2011
ASTM D6222
2011
FM 4474
2011
FRSA/TRI April 2012
2012
TAS 103
1995
http://www.floriclabuilding.orglpr/pr app dt!.aspx?par,gm=wGEVXQwtDgvbSgAaZp3Crk2... 1/3/2018
�I I RINIIY I ERD
EVALUATION REPORT
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 98408
(570) 384-1230
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203) 262-9245
Evaluation Report P1206 .02.09-R23
F15259=kil
Date of Issuance: 02/24/2009
e!vi:���
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 theiEret+gn'(201P7f)ElbridaBuittlirigCo°'desed>onsnofed'~
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 su Ih 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. TrinityERD 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 "TrinitylERD 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 09/14/2017. This does not serve as an electronically
signed document
CERTIFICATION OF INDEPENDENCE:
1. Trinityl 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. Trinityl 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.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produced
following sections of the Sei Edition (2014) Florida Building,
Compliance is subject to the Installation Requirements and Lit
2. STANDARDS:
Section
1504.3.1
1504.3.1
1507.2.3 / 1507.1.1
1507.2.4 / 1S07.1.1,1507.2.9.2
1507.3.3
1507.11.2
1507.11.2
1523.6.5.2.1
TAS 110
3. REFERENCES:
fatity
FM Approvals (TST 1867)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST5878)
PRI (TST 5878)
PRI (TST 5878)
MTI (TST 2508)
MTI (TST 2508)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
Exterior Research and Design, LLC.
Certificate of Authorization #9503
Pro e
Wind Uplift
Wind Uplift
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Accelerated Weath
Examination
Wind Uplift
Physical Properties.
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical. Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical. Properties
Wind Uplift
Wind Uplift
Physical Properties
Wind Uplift
Physical Properties
Wind Uplift
Physical Properties
Wind - Uplift
Physical Properties
Wind Uplift
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
V TRININIEtD
Polygiass USA, Inc., have demonstrated compliance with the
e through testing in accordance with the following Standards.
itions / Conditions of Use set forth herein.
Standard
FM 4474
UL 1897
ASTM D226
ASTM D1970
FRSA/TRI April 2012
ASTM D6164
ASTM D6222
TAS 103
TAS 110
Reference
3004091
PRIO1111
PUSA-005-02-01
PUSA-013-02-01
PUSA-013-02-02
PUSA-013-02-03
PUSA-018-02-01
PUSA-028-02-01
PUSA-033-02-01
PUSA-035-02-01
PUSA-055-02-02
PUSA-06X-02-02
PUSA-076-02-01
PUSA-083-02-01
PUSA-088-02-01
JX20H7A
RX14E8A
11752.09.99-1
11757,08.01-1
11776.06.02
02200.07.03
P1740.01.07
P5110.04.07-1
P9260.03.08
P13450.08.09
P30540.11.09-111
P11030.11.09-1
P11030.11.09-2
P13030.11.09-3
P33360.06.10
P33370.03.11
P33370.04.11
P37300.10.11
0 EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Roof Underlayments; (570) 384-1230
Year
2011
2012
2009
2015
2012
2011
2011
1995
2000
Date
01/12/2000
04/08/2002
01/31/2002
12/23/2002
12/23/2002
12/23/2002
07/14/2003
07/13/2005
01/12/2006
09/29/2006
12/10/2007
01/28/2008
02/22/2008
04/14/2008
07/29/2009
04/01/2008
01/29/2009
02/08/2000
08/13/2001
01/16/2003
07/14/2003
01/04/2007
04/11/2007
03/21/2008
08/13/2009
11/30/2009
11/30/2009
11/30/2009
11/30/2009
06/25/2010
03/02/2011
04/26/2011
10/19/2011
Evaluation Report P12060.02.09-RZ3
FL5259-RZ7
Revision 23: 09/14/2017
Page 2 of 14
4.
Entitv
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ICC-ES (EVL 2396)
Miami -Dade (CER 1592)
Polyglass USA
Polyglass USA
Polyglass USA
UL, LLC. (QUA9625)
PRODUCT McRImom
Examination
Physical Properties
Physical Properties
Physical Properties.
Wind Uplift
Physical Properties
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Wind Uplift
Physical Properties
Wind Uplift
Physical Properties
Physical Properties
Physical Properties
IBC Compliance
HVHZ Compliance
Manufacturing Affidavit,
PA Affidavit
Materials Affidavit
Quality Control
Reference
P40390.08.12-1
P40390.08.12-2
C41420.09.12-3
P39680.03.13
P45370.04.13
P1738.02.07-R2
11757.04.01-1-R1
P41630.08.13
P11751.05.03-R1
P11781.11.03-R1
P45270.05.14
6020.07.14-1
6020.09.14-2
6020.09.14-3
6020.09.14-4
6020.09.14-5
6020.09.14-6
P46520.10.14
P44360.30.14
P43290.10.14
PLYG-SC7550.03.15
P40390.04.15
PLYG-SC8080.05.15-1
PLYG-SC8905.05.16-1
PLYG-SC8080.07.16
PLYG-SC12025.10.16
PLYG-SC13040.12.16
PLYG-SC11900.03.17
PLYG-SC12115.08.17
ESR-1697
NOA 14-0717.08
Products Current
Mule -Hide Cross Ltg
Polystick SA Compound
Service Confirmation
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 a fiberglass -reinforced, APP modified bitumen base sheet.
Q'TRINITYIERD
Date
08/06/2012
08/07/2012
09/11/2012
03/04/2013
04/26/2013
04/29/2013
04/30/2013
08/06/2013
11/26/2013
11/26/2013
05/12/2014
09/08/2014
09/08/2014
09/08/2014
09/08/2014
09/08/2014
09/08/2014
10/03/2014
10/07/2014
10/17/2014
03/24/2015
04/03/2015
05/20/2015
05/17/2016
07/16/2016
10/12/2016
12/27/2016
03/10/2017
08/08/2017
11/01/2014
01/22/2015
02/18/2009
03/01/2008
08/18/2011
Exp.10/05/2018
14 2t , taw, Setf Adhenng Underlaymeints
4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced
with polyolefinic film surface; meets TAS 103. 1
4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized iasphalt waterproofing membrane; glass fiber reinforced, with an
aggregate surface; meets ASTM D1970.
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 TA5103.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1123
Certificate of Authorization #9503 EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZ7
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 3 of 14
I
F)o
TRINrrY 1 ERD
4.2.4- Polystick- Tl!- P is- a nominal 130-mll thick rubberized asphalt waterproofing membrane, glass-fiber/polyester
reinforced, with a granular surface; meets ASTM D1970 and TAS 103.
4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester
fabric surface; meets ASTM D1910 and TAS 101
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.
1
4:2.7 Polystick Dual Pro'" 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 Pro`" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103.
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).
x:a;.
4 3 Mechanlcal,ly Fastened and/or Bo„d'e� i tn���lau++pnr� ° t
4.3.1 Elastoflex G TU is a polyester reinforced, modified (bitumen the underlayment composed of a sand -surfaced SBS
rnedified bitumen back -side and granule -surfaced APP modified bitumen top -side. Elastoflex G TU is for use as an
�!+=-� t� ••r.A:.,o.,l ,�nw , Qnll Rnnfino" IACTM PAIRq, 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 Elastoflen L^ mot._. _n___ r 7! ___ nn!,.__
Elastoftex 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.
f _ e_- - _ _ e. - _ _u_.,a4n rrT•• nb. r• wmu f...m CDCA
-.. .. �.. /TRI
April 2012 (04-12) beneath mechanically fastened or adhered the 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
4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
—Vax G is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012
_ wlt_ _t^ to Heat
Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
S. V,
5.1 This is a building code evaluation. Neither TrinityjiERD 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
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
5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
:+:ithin rSC approval documents. If not listed, a i request may be made to the Authority Having Jurisdiction for
Exterior Research and Design, I.I.C. I Evaluation Report P32060.02.09_R23
Certificate of Authorization #9503 6"" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5259-1127
Polyglass Roof Underla*ents; (570) 394-1230 Revision 23: 09/14/2017
I Page 4 of 1.3
V I �NITi I ERD
5.5 Allowable Roof Covers:
x TABLE'1 ,ROOF' iOVEIC PTIONs,�`�
Undedayment
Asphalt Shingles
Nail -On Tile
I Foam -On Tile
Metal
Wood Shakes
& Shingles
Slate
Elastobase
Yes
Yes
(Base Sheet in 2-ply system)
I Yes
(Base Sheet in 2-ply system)
Yes
Yes
Yes
ElastobaseP
Yes
Yes
(Base Sheetin 2-plysystem)
I
-ply system) n
(Base Sheet e2
Yes
Yes
Yes
Polyglass G2 Base
No
Yes
(Base Sheet in 2-ply system)
I Yes
(Base Sheet in 2-ply system)
No
No
No
PolyglassAPP Base
No
Yes
(Base Sheet In 2-ply system)
i Yes
(Base Sheet in2-ply system)
No
No
No
Polystick MTS
Yes
Yes
No
Yes
Yes
Yes
Polystick IR-Xe
Yes
No
No
No
Yes
Yes
PolystickTU P
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polystick �U Pj_US_
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
1Polystick:TU,i6Q '
No
Yes
Yes (See 5.5.1)
Yes
No
No
Polystick Dual Pro
Yes
No
No
Yes
Yes
Yes
Polystick Tile Pro
Yes
Yes
j Yes (See 5.5.1)
Yes
Yes
Yes
Polystick MU-X
Yes
No
j No
Yes
Yes
Yes
Elastoflex S6 G
Yes
Yes
I Yes (See 5.5.1)
No
Yes
Yes
Elastoflex S6 G FR
Yes
Yes
No
No
Yes
Yes
Elastoflex G TU
Yes
Yes
I Yes (SeeS.5.1)
No
Yes
Yes
Polyflex G
Yes
Yes
I Yes (See 5.5.1)
No
Yes
Yes
Polyflex G FR
Yes
Yes
I 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
I
5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives / underlayment combinations.
TABLE
1'A„ALLOWABLE TILE ADHESIVE, UNDERLAYMENT COMBINATIONS
Adhesive
Florida Product
Underlayments
Approval
DAP Foam Touch'n Seal StormBond Roof
Tile Adhesive
FL14506
Pol' stick TU Plus, Polystick TU Max
Dow TileBond—
FL22525
Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro
Po stick 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)
Polyglass PolyLok Roof Tile Adhesive
FL17855
Polystick TU Plus or Polystick TU Max
I
I
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, I.I.C. I Evaluation Report P12060.02.09-R23
Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5259-1127
Polyglass Roof Underlayinents; (570) 384-1230 Revision 23: 09/14/2017
Page 5 of 14
I
�TRINITYJERD
5.:6 Allo-wable.Substrates:
5.6.1 ,;+Difecf=8ondtoj[2eek:
lPolysick>(allva�rlaions) Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet
(fR) se-adtTeredto:
➢ 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 struct ral 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
OS15 sheathing -should be cleaned of all dirt and debris prior to -application of Polystick membrones.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR iii 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-orSAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered
to:
➢ ASTM C1289, Type II, Class 1 polyisocyanurate for 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 byla 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 Mechanicallv 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:
ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ 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.
Exterior Research and Design, LLC. Evaluation Report P32060.02.09sR23
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-1127
Polyglass Roof Undedayments; (570) 364-1230 Revision 23: 09/14/2017
1 Page 6 of 24
\�TRINITYJERD
5.6.4 Wind Resistance for Q derlavmerit Systems in Faarf=0n Tile Ap ilicationsi FRSA%TRT April- 2012- (04-121 does not
address wind uplift resistance of ail underlayment systems 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-orstile appiicatians. Maximum Design Pressure is tlfe
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 1501.9 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 Design Pressure = -90 DO:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TO 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 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
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 psf:
Deck: Min. 15/32-inch plywood to meet project reiquirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
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 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) PG100 or ASTM D41 !
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 I
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.(FR), self -adhered.
#6 Maximum Design Pressure=-622.5 Dsf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100.or ASTM-D41
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#7 Maximum Design Pressure = -30.0 Dsf*:
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.
Underlayment: Polystick TU P, Polystick TU Plus,-Polystick TU-Max,-Polyfiex -SAP, -Polyflex SAP FR, Mule -Hide SA-APP.Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#8 Maximum Design Pressure = -37.5 psf*:
Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. .
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and! 6-inch o.c. at two (2) equally spaced staggered center rows.
'Underlayment: Polystick TU P; Polystick-TU Plus, Polystick ITU Max, Polyflex SAP, Polyflex SAP FR, Mule-Hlde•SA-APP'CWSheetand-
Mule-Hide SA-APP Cap Sheet (FR), self -adhered.
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R23
Certificate of Authorization r19509 6t" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-1127
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 7 of 14
QOTRINITY-JERD
#9 Maximum Design Pressure = -37.5 psf*:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) 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 IZ-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 Pressure = -45 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) layer ASTM D226, Type II felt If
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.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick 71 �1 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, applied in full mopping of hot asphalt.
#11 Maximum Design Pressure = -45 psf*:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two (2) layers ASTM D226, Type II felt
Fasteners: 11 ga. x 1.25-inch long x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 9-inch o.c. at the 2-inch wide side laps and 9LIinch o.c. at two (2) equally spaced staggered center rows.
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 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
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 inlfull mopping of hot asphalt or Polyflex G, torch -applied.
#13 Maximum Design Pressure = -52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex 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 GTU or Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch=applied.
#14 Maximum Design Pressure = -52.5 psf:
Deck: Min.15/32-inch plywood to meet project relquirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nall 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.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick IU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule=Hide*SA-APP Cap'Sheet (FR), self -adhered.
#15 Maximum Design Pressure =-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex Original Cap 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 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot-asphl aft 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.
Exterior Research and Design; LLC. IEvaluation Report P12060.02.09-R23
Certijlcate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 8 of 14
I
TRINITY i ERD
#17 Maximum Design Pressure = -60 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates
Spacing: 12-inch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in Mull mopping of hot asphalt or Polyflex G, torch -applied.
#18 Maximum Design Pressure = -67.5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment)
Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied. j
#19 Maximum Design Pressure = -75 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment)
Fasteners: Dekfast #14 with Dekfast Hex plates, 0MG'#14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners '
Spacing: 10-inch o.c. at the 4-inch wide side laps and 30-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 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
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 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal
Plates
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 psf: I
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.
#23 Maximum Design Pressure = -90 psf:
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 underlayment)
Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
OMG Flat Bottom Plates (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 S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
Exterior Research and Design, I.I.C. Evaluatlon Report P12060.02.09-R23
Certificate of Authorization #9503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-1127
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 9 of 14
�TRINI-rYJERD
#24 Maximum Design Pressure = -97.5 Psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide 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 411inch o.c. at four (4) equally spaced staggered center rows.
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 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. at the 2-Inch wide side laps and 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 = -120 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip or OMG #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 61inch o.c. at five (5) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied inlfull mopping of hot asphalt or Polyflex G, torch -applied.
#27 Maximum Design Pressure = -120 psf:
Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface)
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 61-inch o.c. at five (5) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
5.6.4.1 All other direct -deck, adhered Polyglass underlay
ment systems beneath foam -on tile systems carry a Maximum
Design Pressure of -45 psf.
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 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density
designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are
ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 land 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 longer than 90-days after installation.
Polystick MTS, 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. i
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.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1123
Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 10 of 14
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5.9 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012(04-12)):
When loading roof tiles on the underlayment in dirlect-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.
n # 'TABLE 2, TILE SLIPPAGE LIMITATION$
rOR DIRECT ,DECK'TILE INSFAUATIONS
Underlayment
Tile Profile
Staging Method
Maximum Slope
Elastoflex G TU
Flat
10-tile stack
7:12
Lugged
8-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
Flat or Lugged
Prohibited without battens
N/A
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
6. INSTALLATION:
6.1 Polyglass Roof Underlayments 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).
fS. t hu 4 ,,5 r r . 1'-' t Y a t \1 tt• t p 9: ,6 ii Y1 1h
6 3 k �Elastobase, `Elastobase P or Mule Hide Nall Base°��
6.3.1 Non -Tile Applications:
Shall be installed in compliance with the codified requirements for ASTM D226, Type 11 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.
Exterior Research and Design, I.I.C. i Evaluation Report P12060.02.09-R23
Certificate ofAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
1 Page 11 of 14
I�RINITY (ERD
6 4 Polystick NITS, IR Xe TU P, TU'Plus; TU Max`, DuPo, ex Tile Pro or MU X or PolyflSAP, Polyflex SAP FR, Mule{Hide al
�. SA-APP Cap Sheet or Mule'Hde�SA=APP Cap'Sheet (FR) „
6.4.1 Shall be installed in compliance with the codified re uirements for ASTM D1970 underla ment in FBC Table p q y 1507.1.1
for the type of prepared roof covering to be installed.
6.4.2
6.4.3
6.4.4
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 Guide. 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 b
firmly rolled with a minimum 28 lb. han
roller to ensure full contact and adhesion.
For Dual Pro and Tile Pro, align the edge c
the top sheet to the end of the glue patter
(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
Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or
Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the
Polystick material of like kind, set and hand rolled I,n 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 with 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.
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.
For nail -on the systems over Polystick MTS, battens are required for loading / staging of the tile.
Two (2) Ply Underlavment Systems:
Polystick MTS followed by Polystick MTS, 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.
Exterior Research and Design, I.I.C. Evaluatlon Report P12060.02.09-R23
(7errificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 12 of 14
i
\I TRINITY I ERD
6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FIR 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) bene?th 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.
6.5.2
6.6.1
✓ Elastoflex S6 G FIR is for use as an alternate to "Miheral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single
Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened the roof systems or the Hot Asphalt
applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened the
roof systems.
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.
Polyflex G or Polyflex G FIR shall be installed in compl
For use in tile applications:
✓ Polyflex G is for use as an alternate to the Heat AI
2012 (04-12) beneath mechanically fastened or ad
with current Polyglass published installation requirements.
"Cap Sheet" in the "Two Ply System" from FRSA/TRI April
the roof systems (Base Sheet Limited per 5.6.3).
✓ Polyflex G FIR 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 fastenedltile roof systems (Base Sheet Limited per 5.6.3).
6.6.2 Polyflex G or Polyflex G FIR 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. Side and 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 the 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
on all roof slopes greater than 7:12. Precautions
boards, to prevent tile sliding and/or damage to the
6.7.3 Polyglass specifies the minimum cure time after
roofing tiles is forty-eight (48) hours.
le manufacturer and FRSA/TRI April 2012 (04-12) must be used
could be taken as needed, such as the use of battens or nail-
iderlayment during the loading process.
stallation of self -adhering membranes and before loading of
Exterior Research and Design, I.I.C. IEvaluation Report P12060.02.09-RZ3
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-1-1- EVALUATION FL5259-1127
- Polyglass Roof Underlayments; (570) 3W1230 Revision 23: 09/14/2017
1 Page 13 of 14
I
I
I
TRINITY i ERD
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. 61G20-3 QA requirements. The following
plants have qualified products under their respective physical properties specifications.
Plant' F 3 , a< , .f,
Speaficatton
ProdGct s
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 & TAS
103
Polystick TU Plus
ASTM D1970 & TAS
103
Polystick TU Max
Tuscaloosa, AL
ASTM D4601, Type
II
Polyglass G2 Base
Winter Haven, FL
ASTM D226 (physicals)
Elastobase, Elastobase P
ASTM D6509
Polyglass APP Base
TAS 103
Polystick MTS
ASTM D1970 & TAS
103
Polystick TU P
FRSA/TRI April 2012
Polyflex SAP, Polyflex SA P FR
ASTM D1970
Polystick Dual Pro
ASTM D1970 & TAS
103
Polystick Tile Pro
ASTM D6164
Elastoflex S6, Elastoflex S6 G FR
ASTM D6222
Polyflex G, Polyflex G FR
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVAL
Exterior Research and Design, I.I.C.
Certif/cate of Authorization #9503 67H EDITION (2017) FBC
Polyglass Roof Underh
REPORT -
Evaluation Report P12050.02.09-R23
HZ EVALUATION FL5259-R27
(570) 384.1230 Revision 23: 09/14/2017
Page 14 of 14