HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING UNDERLAYMENTS1/17/2018 y = Florida Building Code Online
r
-1V-V M
F
SCANNED 0 11 1.
. , ,
BCIS Home Log In User Registration Hot Topics Submit S-ur urie, FBC Staff BCIS Site Map Links Search
Product Approval
USER: Public User
db�r@
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL5259-R27
VZ KA.
Application Type Revision
Code Version 2017
S T. L U C I E C 0 U N T Y E 3- �I-1'-NUG 9/V 4140-NA
Application Status Approved REVIEWED FOR COMPLIANC
REVIEWED BY
DATE PLANS
comments AND PER
Archived ER IT MUST BE KEPT ON 308
SITE OR NO INSPECTION(S) WILL BE MADE
Product Manufacturer POLYGLASS USA
Address/Phone/Email 150 Lyon Drive
Fernley, NV 89408
(570) 384-1230 Ext 242
jakins@polyglass.com THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT FIELD
O ANY CORREC11ONS
Authorized Signature James Akins REQUIRED BY FIELD INSPECTORS THAT
jakins@polyglass-com MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
Technical Representative p Maury Alpert
Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912) 429-8610
MAlpert@polyglass.com
Quality Assurance Representative Adel Lender
Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1230
ALender@polyglass-corn
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who d I eveloped Robert Nieminen
the Evaluation Report I
Florida License PE-59166
Qjaflffy Assu'rah c*e 'Entity ULLLC
Quality Assurance Contract Expiration Date 10/0q201 . 8
Val)dated-By John W. Knezevich, PE
Validation C ' hecklist - Hardcopy Received
Certificate of Independence FL5259 R27 COI 2017 01 COI Nieminen.pd
Referenced Standard and Year (of Standard) Standard Year
CONCEALED FASTENERS OR ATTACHMENTS ASTM D1970 2015
ARE THE RESPONSIBILITY OF THE ASTM D226 2009
CONTRACTOR OR RECORD ASTM D6164 2011
ASTM D6222 2011
Fmy FM 4474 2011 ILE C I FRSA/TRI April 2012 2012
TAS 103 1995
hftps://www.floridabuilding.org/pr/prappjtl.aspx?param--wGEVXQwtDqvbSqAaZp3Crk2vS%2feqOiipWMYsXZiU6wh2lLHc44KKlg%3d%3d 1/2
1
1/17/2018
Florida Building Code Online
TAS 110
UL 1897
2000
2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
iumma of Products
FL # Model, Rlumber e
5259.1 Polyglass Roof
TUnderlayments
Method 1 Option D
09/14/2017
09/15/2017
09/18/2017
12/12/2017
Name Description
Roofing underlayments
i
Limits of Use
Approved for use in HVHZ: No I
Installation Instructions
FL5259 R27 II 2017 09 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
I R27.pdf
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5
Created by Independent Third Party: Yes
I other: 1.) The design pressure in this
l
Evaluation Reports
FL5259 R27 AE 2017 09 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- I
application relates to one particular
underlayment system (over concrete deck) for
I R27.Ddf
use under foam -on tile systems (where the
Created by Independent Third Party: Yes
underiayment forms part of the load -path).
!
Refer to ER Section 5.6.4 for other systems,
i
other deck types and associated maximum
design pressures. 2.) Refer to ER Sectio 5 for I
other limits of use.
- - - - --
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-182
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
I please click here .
Product Approval Accepts:
® R Imo? oCkcd
Credit Card
Safe
' I
W
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQI DgvbSgAaZp3Crk2vS`/`2fegOlipWMYsXZiU6wh2lLHc44KKlg*/*3d%3d 212
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
��I���! A8 TY ��® I 353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203) 262-9245
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P12060.02.09-R23
150 Lyon Drive F1.5259-1127
Fernley, NV 98408 Date of Issuance: 02/24/2009
(570) 384-1230 Revision 23: 09/14/2017
SCOPE:
This Evaluation Report is issued under Rule 61G�0-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E.
for use of the product under the Florida Building lICod( and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 6`h 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. if the product changes or the
referenced Quality Assurance documentation changes. TrinityI ERD 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 Repo 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.
- '� r'' =' The facsimile seal appearing was authorized b
��` �• =^ ��•F -�+ y Robert Nieminen,
Florida Registration No. 59166, Florida DCA ANE1983
7rn�iJJ �P.E. on 09/14/2017. This does not serve as an electronically
signed document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity 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. 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 Trinity I 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:
I
Roofing
Sub -Category:
Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated
compliance with the
following sections of the 5th
Edition (2014) 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.
1. 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 Plroperties
ASTM D6164
2011
1507.11.2
Physical Properties
ASTM D6222
2011
1523.6.5.2.1
Physical Plroperties
TAS 103
1995
TAS 110
Accelerated Weathering
TAS 110
2000
3. REFERENCES:
I
Entity
Examination
Reference
Date
FM Approvals (TST 1867)
Wind Uplift
3004091
01/12/2000
PRI (TST 5878)
Physical Properties
PRIO1111
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 Prgperties
PUSA-033-02-01
01/12/2006
PRI (TST 5878)
Physical Properties
PUSA-035-02-01
09/29/2006
PRI (TST 5878)
Physical Properties
PUSA-055-02-02
12/10/2007
PRI (TST 5878)
Physical Properties
PUSA-061-02-02
01/28/2008
PRI (TST 5878)
Physical Properties
PUSA-076-02-01
02/22/2008
PRI (TST 5878)
Physical Properties
PUSA-083-02-01
04/14/2008
PRI (TST 5878)
Physical Properties
PUSA-088-02-01
07/29/2009
MTI (TST 2508)
Physical Properties
1X20H7A
04/01/2008
MTI (TST 2508)
Physical Properties
RX14E8A
01/29/2009
ERD (TST 6049)
Physical Properties
11752.09.99-1
02/08/2000
ERD (TST 6049)
Wind Uplift I
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 I
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-R1
11/30/2009
ERD (TST 6049)
Physical Properties
P11030.11.09-1
11/30/2009
ERD (TST 6049)
Wind Uplift I
P11030.11.09-2
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 Prop ll rties
P33370.04.11
04/26/2011
ERD (TST 6049)
Physical Properties
P37300.10.11
10/19/2011
Exterior Research and Design, I.I.C.
Evaluation Report P12060.02.09-R23
Certificate of Authorization #9503
6T" EDITION (201,�) FBC NON-HVHZ EVALUATION
FL5259-1127
Polyglass Roof L)nderlayments; (570) 384-1230
Revision 23: 09/14/2017
Page 2 of 14
I
I
I
TRNTY ERD
Entity
I
Emamiriation
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)
Physicall 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
P1738.02.07-112
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
P44360.10.14
10/07/2014
ERD (TST 6049)
Physical Properties
P43290.10.14
10/17/2014
ERD (TST 6049)
Physical Plroperties
PLYG-SC7550.03.15
03/24/2015
ERD (TST 6049)
Physical Properties
P40390.04.15
04/03/2015
ERD (TST 6049)
Physical Plroperties
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 Plroperties
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-SC13040.12.16
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 (EVIL 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/LAffidavit
Mule -Hide Cross Ltg
03/01/2008
Polyglass USA
Materials rdavit
Polystick SA Compound
08/18/2011
UL, LLC. (QUA9625)
Quality Control
Service Confirmation
Exp. 10/05/2018
4. PRODUCT DESCRIPTION:
14.1 Mechanically Fastened Underlayments: l 1
4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester -reinforced, SBSlI modified bitumen base sheet.
4.1.3 Polyglass G2 Base is a fiberglass -reinforced I. asphaltic base sheet.
4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet.
I
4.2 Self -Adhering Underlayments:
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.
4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an
a ace; meets ASTM D1970.
I
4.2. Polystick TU Plu pis Ominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a
polyester fabric surface, meets ASTM D1976 and TAS 103.
Exterior Research and Design, U.C.
Certificate of Authorization #9503
i
6' EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Roof Underlayments; (570) 384-1230
Evaluation Report P12060.02.09-R23
FL5259-R27
Revision 23: 09/14/2017
Page 3 of 14
sue•
` RNTY ER®
4.2.4 Polystick TU P is a nominal 130-mlil 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 D1970 and (TAS 103.
4.2.6 Polyflex SAP, Polyflex SAP FIR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FIR) are polyester
reinforced, APP modified bitumen cap sIheets; meet FRSA/TRI April 2012.
4.2.7 Polystick Dual Pro"' is a nominal 60-j it thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surfallce; meets ASTM D1970.
4.2.8 Polystick Tile ProT"' 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 I 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 Mechanically Fastened and/or Bonded Underlayments:
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 fasi�ened the 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 FIR art polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164.
Elastoflex S6 G and Elastoflex S6 G FIR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380,
Class M) in the "Single Ply System" from RSA/TRI April 2012 (04-12) beneath mechanically fastened the 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 mechanical[ i fastened or adhered the roof systems. Elastoflex S6 G FIR 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 the 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 the roof systems. Polyflex G FIR 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 TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of
i
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 theIHVHZ.
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.
Exterior Research and Design, I.I.C.
Certificate of Authorization #9503
6' EDITION (2037) FBC NON-HVHZ EVALUATION
Polyglass Roof bnderlayments; (570) 384-1230
Evaluation Report P12060.02.09-R23
FL5259-RZ7
Revision 23: 09/14/2017
Page 4 of 14
C
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment
Asphalt Shingles
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes &Shingles
Slate
Elastobase
Yes
Yes
(Base Sheet in 2-ply system)
Yes
(Base Sheet in 2-ply system)
Yes
Yes
Yes
Elastobase P
Yes
Yes
(Base Sheet in 2-ply system)
Yes
(Base Sheet in 2-ply system)
Yes
Yes
Yes
Polyglass G2 Base
No
I
(Base Sheet
Yes
in 2-ply system)
Yes
(Base Sheet in 2-ply system)
No
No
No
Polyglass APP Base
No
I
(Base Sheet
Yes
in 2-ply system)
Yes
(Base Sheet In 2-ply system)
No
No
No
Polystick MTS
Yes
Yes
No
Yes
Yes
Yes
Polystick IR-Xe
Yes
No
No
No
Yes
Yes
Polystick TU P
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
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
Elastoflex 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 5.5.1)
No
Yes
Yes
Polyflex G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyflex G 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 1A: ALLOWABLE
TILE ADHESIVE / UNDERLAYMENT COMBINATIONS)
Adhesive
Florida Product
Underlayments
Approval
DAP Foam Touch `n Seal Stormeond Roof
FL14506
Polystick TU Plus, Polystick TU Max
Tile Adhesive
Dow TileBondTM
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
FL63I32
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
FL627
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 Polyl-ok Roof Tile Adhesive
FL17855
Polystick TU Plus or Polystick TU Max
I
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC. IEvaluation Report P12060.02.09-R23
Certificate of Authorization #9503 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments; (570) 384-1730 Revision 23: 09/14/2017
Page 5 of 14
I
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:
➢ 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 win ld loads for project).
Note: Polyglass does not require primiCg 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-applielId to:
➢ ASTM D41 primed structural concrete.
5.6.2 Bond -to -Insulation:
Polystick (all variations), Polyflex SAP c r 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 concretl ; 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 Layer:
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 the 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.
Certificate of Authorization #9503
6T" EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Roof Underlayments; (570) 384-1230
Evaluation Report P12060.02.09-R23
FL5259-RZ7
Revision 23: 09/14/2017
Page 6 of 14
5.6.4
address wind uplift resistance of all dr
forms part of the load -path. The fo
addressed in FRSA/TRI April 2012 (04-9
result of testing for wind load resistar
divided by 2 (the 2 to 1 margin of safe�1
12), Appendix A, Table 1A or FBC 1609
#1 Maximum Design Pressure = -90 psf:
Deck: Min. 15/32-inch plywood tc
Primer: None
Underlayment: Polystick TU P, Polystick TU
Mule -Hide SA-APP Cap She(
#2 Maximum Design Pressure = -97.5 psf:
Deck: Min. 15/32-inch plywood tc
Primer: PG100 or ASTM D41
Underlayment: Polystick TU P, Polystick TU
Mule -Hide SA-APP Cap She
1%" ring shank nails througi
#3 Maximum Design Pressure = -105 psf:
ems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not
erlayment systems beneath foam -on tile systems, where the underlayment
wing wind uplift limitations apply to underlayment systems that are not
and are used in foam -on the applications. Maximum Design Pressure is the
based on allowable wind loads, and reflects the ultimate passing pressure
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-
r determination of design wind loads.
meet project requirements to satisfaction of Authority Having Jurisdiction.
Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
t (FR), self -adhered.
meet project requirements to satisfaction of Authority Having Jurisdiction.
plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
t (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x
32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
Deck: Min. 15/32-inch plywood to meet project requirements 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 D1
Joints: Min. 4-inch wide strips of ElaIstoflex 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 Shee (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
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-AWCap Sheet (FR), self -adhered.
#6 Maximum Design Pressure = -622.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Underlayment: Elastoflex G TU or Elastoflex SI6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#7 Maximum Design Pressure = -30.0 psf`:
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, Polyflex 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 TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
Exterior Research and Design, I.I.C. i Evaluation Report P12060.02.09-R23
Certificate of Authorization #9503 6T" EDITION (�017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 7 of 14
#9
TANTANTY ER®
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 11inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch w,de 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 Pressure = -45 psf*"
I
Deck: Min. 19/32-inch plywood to
Base Sheet: One (1) layer ASTM D226, T,
Fasteners: 11 ga. x: x 3/8-inch
Spacing: 4-inch o.c. at the 2-inch wid
Underlayment: Polystick TU P, Polystick TU
Mule -Hide SA-APP Cap She Ie
#11 Maximum Design Pressure = -45 psf*:
Deck: Min. 19/32-inch plywood to
Base Sheet: Two (2) layers ASTM D226, (-
Fasteners: 11 ga. x 1.25-inch long x 3/8
Spacing: 9-inch o.c. at the 2-inch wid,
Underlayment: Polystick TU P, Polystick TU
I
Mule -Hide SA-APP Cap She
aspha It.
#12 Maximum Design Pressure = -45 psf:
Deck:
Min.15/32-inch plywood to
Base Sheet:
Elastobase (sanded top surf
Fasteners:
Simplex MAXX Cap Fastener
Spacing:
9-inch o.c. at the 2-inch wid,
Underlayment: Elastoflex G TU or Elastoflex
#13 Maximum Design Pressure = -52.5 psf:
Deck:
Min. 15/32-inch plywood to
Base Sheet:
Elastobase (sanded top surf:
Fasteners:
Simplex MAXX Cap Fastener
Spacing:
9-inch o.c. at the 2-inch wide
Underlayment: Elastoflex G TU or Elastoflex
#14 Maximum Design Pressure =-52.5 psf:
meet project requirements to satisfaction of Authority Having Jurisdiction.
rpe II felt
head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
side laps and 4-inch o.c. at two (2) equally spaced staggered center rows.
Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
t (FR), self -adhered or Elastoflex G TU, applied in full mopping of hot asphalt.
meet project requirements to satisfaction of Authority Having Jurisdiction.
.ype II felt
-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
side laps and 9-inch o.c. at two (2) equally spaced staggered center rows.
Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
t (FR), self -adhered or Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot
meet project requirements to satisfaction of Authority Having Jurisdiction.
ice for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
side laps and 18-inch o.c. at two (2) equally spaced staggered center rows.
S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
et project requirements to satisfaction of Authority Having Jurisdiction.
for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
;6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
Deck: Min. 15/32-inch plywood to ' eet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nai 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 TU 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 I
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 -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.
I
I
I
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R23
Certificate of Authorization ✓<9503 6' EDITION (2017) FBC PION-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 8 of 14
#17 Maximum Design Pressure = -60 psf:
Deck: Min. 19/32-inch plywood
Base Sheet: Elastobase (sanded top su
Fasteners: OMG #12 Standard Roofg
Spacing: 12-inch o.c. at the 4-inch i
Underlayment: Elastoflex G TU or Elastofl
#18 Maximum Design Pressure = -67.5 psf
TRINTYER®
meet project requirements to satisfaction of Authority Having Jurisdiction.
ice for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
with OMG Flat Bottom Metal Plates
le side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
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 widl a 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 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 CMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
OMG Flat Bottom Plates I(AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 10-inch o.c. at the 4-inch wide side laps and 10-inch o.c. at three (3) equally spaced staggered center rows.
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 Fastenellls
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 5-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:
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 #1 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 (A'ccuTrac), 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, LLC.
Certificate of Authorization #9503
6T" EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Roof Underlayments, (570) 384-1230
Evaluation Report P12060.02.09-R23
FL5259-R27
Revision 23: 09/14/2017
Page 9 of 14
TRN U Y ER®
#24 Maximum Design Pressure = -tpi.o rosy:
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.
Underlayment: Polystick TU P, Polystick TIU 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
#26
Deck: Min. 15/32-inch plywood
Base Sheet: Elastobase (sanded top sr
Fasteners: Simplex MAXX Cap Faster
Spacing: 6-inch o.c. at the 2-inch N
Underlayment: Elastoflex G TU or Elastof
Deck:
Min. 15/32-inch plywood i
Base Sheet:
Elastobase (sanded top sw
Fasteners:
OMG #12 Standard Roofgi
Plates
Spacing:
6-inch o.c. at the 4-inch wi
Underlayment:
Elastoflex G TU or Elastoflf
#27 Maximum Design_ Pressure = -120 psf:
Deck: Min.15/32-inch plywood i
Base Sheet: Elastobase (sanded top su
Fasteners: Trufast #12 DP or Trufast 4
Spacing: 6-inch o.c. at the 4-inch wi
Underlayment: Elastoflex G TU or Elastofh
5.6.4.1 All other direct -deck, adhered Poly@
Design Pressure of -45 psf.
meet project requirements to satisfaction of Authority Having Jurisdiction.
'ace for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
rs
le side laps and 6-inch o.c. at three (3) equally spaced staggered center rows.
(56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
meet project requirements to satisfaction of Authority Having Jurisdiction.
'ace for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
p or OMG #14 Heavy Duty with CMG 3" Round Metal Plates or OMG Flat Bottom Metal
le side laps and 6-inch o.c. at five (5) equally spaced staggered center rows.
K S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
meet project requirements to satisfaction of Authority Having Jurisdiction.
face)
14 HD with Trufast 3" Metal Insulation Plates
le side laps and 5-inch o.c. at five (5) equally spaced staggered center rows.
K S6 G, applied in full mopping of hot asphalt.
underlayment systems beneath foam -on tile systems carry a Maximum
5.6.4.2 For mechanically attached Base Sheen 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 piressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density
designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are
ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked
with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January
2016) for Zone 2/3 enhancements.
5.7 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.
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'i 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, U.C. i Evaluation Report P12060.02.09-R23
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 10 of 14
TRIM l(� ERA
5.9 Tile Slippage Limitations (TAS 103 pe FRSA/TRI April 2012 (04-12)):
i
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as
fnlinws_ These slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECI(TILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method
Maximum Slope
Elastoflex G TU
Fiat
10-tile stack
7:12
Lugged
8-tile stack (6 over 2)
6:12
Elastoflex 56 G or S6 G FR
Flat orlLugged
6-tile stack (4 over 2)
4:12
Polystick MTS
Flat orlLugged
Prohibited without battens
N/A
Polystick Tile Pro
Flat orlLugged
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 Ibe 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 P or Mule -Hid el Nail Base:
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.
Exterior Research and Design, U.C.
Certificate ofAuthorizotion #9503
6T" EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Roof Underlayments; (570) 384-1230
Evaluation Report P12060.02.09-R23
FL5259-R27
Revision 23: 09/14/2017
Page 11 of 14
6.4 Polystick MTS, IR-Xe, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or MU-X or Polyflex SAP, Polyflex SAP FR, Mule -Hide
SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR):
6.4.1 Shall be installed in compliance with Ithe codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1
for the type of prepared roof covering to be installed.
6.4.2
6.4.3
All self -adhering materials, with the
Cap Sheet or SA-APP Cap Sheet (FR)
Hide Back Nailing Guide. Nails shall I
metal disk or Simplex -type metal cz
using the above noted fasteners anc
The head lap membrane is to cover t
All seal -lap seams (selvage laps)
firmly rolled with a minimum 28
roller to ensure full contact and adh(
For Dual Pro and Tile Pro, align thi
the top sheet to the end of the glu
(the sheet will overlap the fabric).
exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP
should be back -nailed in selvage edge seam in accordance with Polyglass / Mule-
e corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch diameter
nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -nailed
spacing, in area marked "nail area, area para clavar" on the face of membrane.
e area beins back -nailed.
t be
hand
edge of
pattern
tis;� r• 1
1
tp
} Jr
is a� I,A'�•./ '
,;
4
LL—
View of Ovelap Seam of Dual Pro and Tile Pro
All over -fabric and over -granule endilaps 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 he 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 in place over the repair area. Patch laps, if needed, shall be
installed in a water shedding manner'
All Polystick membranes shall be intailedto 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 tile systems over Polystick MTS, battens are required for loading / staging of the tile.
6.4.4 Two (2) Ply Underlayment 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.
Certificate of Authorization #9503
0 EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Roof Underlayments; (570) 384-1230
Evaluation Report P12060.02.09-R23
FL5259-R27
Revision 23: 09/14/2017
Page 12 of 14
TRINTY ER®
6.5 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR:
6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published
installation requirements. For use in tile applications:
✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single
Ply System" from FRSA/TRI April! 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or
adhered the roof systems.
✓ Elastoflex S6 G is for use as an aliternate 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 ai 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 $6 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 approximatI ly 3/8-inch beyond the lap edge.
6.6 1 Polyflex G or Polyflex G FR: 1
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 altercate 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 the roof systems (Base Sheet Limited per 5.6.3).
6.6.2 Polyflex G or Polyflex 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. 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 Stae(n,
6.7. 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. Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail -
boards, to prevent tile sliding and%or damage to the underlayment during the loading process.
6.7. Polyglass specifies the minimum cure time after installation of self -adhering membranes and before loading of
roofing tiles is forty-eight (48) hours.
Exterioresearch and Design, I.I.C.
Certificat of Authodwtion#9503
6-1- EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Roof Underlayments; (570) 384-1230
Evaluation Report P12060.02.09-R23
FL5259-R27
Revision 23: 09/14/2017
Page 13 of 14
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 o In product locations covered for F.A.C. 61G20-3 QA requirements. The following
Dlants have aualified products under their respective physical properties specifications.
Plant
Specification
Product Us
Fernley, NV, Hazleton, PA & Winter Haven, FL
1/1STM D1970
Polystick MU-X
Hazleton, PA
IM-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
�RSA/TRI April 2012
Polyflex SAP, Polyflex SAP 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.chancellol @us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C.
Certificate of Authorization #9503
C" EDITIO� (2017) FBC NON-HVHZ EVALUATION
Polyglass Roof Underlayments; (570) 384-1230
Evaluation Report P12060.02.09-R23
FL5259-R27
Revision 23: 09/14/2017
Page 14 of 14