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St `ude Countt,
FL # FL5259-R25
Application Type Revision
Code Version FILE
PY
Approved
Application Status Approved
Comments
Archived
Product Manufacturer POLYGLASS USA
Address/Phone/Email 150 Lyon Drive
Fernley, NV 89408
(570) 384-1230 Ext 242
jakins@polyglass.com
Authorized Signature James Akins
jakins@polyglass.com
Technical Representative Steve Wadding
Address/Phone/Email 150 Lyon Drive
Fernley, NV 98408
(602) 363-7139
stevew@polyglass.com
Quality Assurance Representative James Akins
Address/Phone/Email 555 Oakridge Road
Humboldt Industrial Pkwy
Hazleton, PA 18201
(800) 894-4563
jakins@polyglass.com
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Robert Nleminen
the Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
04/24/2018
Validated By
John W. Knezevich, PE
Validation Checklist- Hardcopy Received
Certificate of Independence
FL5259 R25 COI 2016 01 COI Nleminen odf
Referenced Standard and Year (of Standard) Standard Year
ASTM D1970 2009
ASTM D226 2006
ASTM D6164 2005
ASTM D6222 2008
ASTM G154 2006
ASTM G155 2005
httpsJ/www.floridabuilding.org(pr/pr app d8.aspx7param=wGEVXQwtDgvbSgAaZp3Crk2vS%2feg01ipmOTAu7g3GAlUPJLg63BcVw%3d°%3d
1
1/2
l FM 4474 2004
FRSA/TRI April 2012 2012
TAS 103 - 1995
UL 1897 2004
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL # Model, Number or Name
5259.1 Polyglass Roof
Underlayments
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-622.5
Other: 1.) The design pressure in this
application relates to one particular
underlayment system (over concrete deck) for
use under foam -on tile systems (where the
underlayment forms part of the load -path).
Refer to ER Section 5.6.4 for other systems,
other deck types and associated maximum
design pressures. 2.) Refer to ER Section 5 for
other limits of use.
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10/17/2016
10/18/2016
10/19/2016
12/15/2016
Description
Roofing underlayments
Installation Instructions
FL5259 R25 II 2016 10 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
R2
Verified By: Robert Nieminen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
FL5259 R25 AE 2016 10 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
R25. odf
Created by Independent Third Party: Yes
Contra Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The state of Florida Is an AA/EEO employer. Coovdoht 2007-2013 State of Florida.:: Pdvacv statement :: Acessibllity 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 th 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(I), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department wit, an email address if they have
one. The malls 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 avallable M Me public To determine if you are a licensee under Chapter
455, F.S., please dick hem_.
Product Approval Accepts:
s � Khr7 El
Credit Card
Safe
httpsJAvwtv.floridabuilding.orgrpr/pr app o.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2feg01ipmOTAu7g3GAJUPJLg63BcVw%3d%3d 2l2
i
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization N9503
N STREET, UNIT #13
TRINITY ERD 353 CHRISTIAOXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P12060.02.09-R21
150 Lyon Drive FL5259-1125
Fernley, NV 98408 Date of Issuance: 02/24/2009
Revision 21:10/17/2016
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E.
for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the Sth Edition (2014) 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. Trinity) 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 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 13.
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 10/17/2.016. This does not serve as an electronically
signed document. Signed, sealed hardcopies have been
transmitted to the Product Approval Administrator and to the
named client
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.
TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE: FILE COPY
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance Is
subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1504.3.1
Wind Uplift
FM 4474
2004
1504.3.1
Wind Uplift
UL 1897
2004
1504.6
Accelerated Weathering
ASTM G154
2006
1504.6
Accelerated Weathering
ASTM G1S5
2005
1507.2.3, 1507.3.3, 1507.5.3, 1507.7.3,
Physical Properties
ASTM D226
2006
1507.8.3, 1507.9.3
1507.2.4, 1507.2.9.2, 1507.5.3,1507.7.3
Physical Properties
ASTM D1970
2009
1507.11.2
Physical Properties
ASTM D6164
2005
1507.11.2
Physical Properties
ASTM D6222
2008
1507.3.3
Installation Practice
FRSA/TRI April 2012
2012
1523.6.5.2.1
Physical Properties
TAS 103
1995
3. REFERENCES:
Ent
Examination
Reference
Date
FM Approvals (TST 1867)
Wind Uplift
3004091
01/12/2000
PRI (TST5878)
Physical Properties
PRI01111
04/08/2002
PRI (TST5878)
Physical Properties
PUSA-005-02-01
01/31/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-01
12/23/2002
PRI (TST5878)
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 (TST5878)
Physical Properties
PUSA-028-02-01
07/13/2005
PRI (TST5878)
Physical Properties
PUSA-033-02-01
01/12/2006
PRI (TST5878)
Physical Properties
PUSA-035-02-01
09/29/2006
PRI (TST5878)
Physical Properties
PUSA-055-02-02
12/10/2007
PRI (TST5878)
Physical Properties
PUSA-061-02-02
01/28/2008
PRI (TST5878)
Physical Properties
PUSA-076-02-01
02/22/2008
PRI (TST 5878)
Physical Properties
PUSA-083-02-01
04/14/2008
PRI (TST5878)
Physical Properties
PUSA-088-02-01
07/29/2009
MTI (TST 2508)
Physical Properties
1X20117A
04/01/2008
MTI (TST 2508)
Physical Properties
RX14ESA
01/29/2009
ERD (TST 6049)
Physical Properties
11752.09.99-1
02/08/2000
ERD (TST 6049)
Wind Uplift
11757.08.01-1
08/13/2001
ERD (TST 6049)
Wind Uplift
11776.06.02
01/16/2003
ERD (TST 6049)
Physical Properties
02200.07.03
07/14/2003
ERD (TST 6049)
Wind Uplift
P1740.01.07
01/04/2007
ERD (TST 6049)
Physical Properties
P5110.04.07-1
04/11/2007
ERD (TST 6049)
Wind Uplift
P9260.03.08
03/21/2008
ERD (TST 6049)
Physical Properties
P13450.08.09
08/13/2009
ERD (TST 6049)
Wind Uplift
P30540.11.09-R1
11/30/2009
ERD (TST 6049)
Physical Properties
P11030.11.09-1
11/30/2009
ERD (TST 6049)
Wind Uplift
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
Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R21
Certifrmte of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21: 10/17/2016
Page 2 of 13
TRINITY ERD
Kniity.
Examination
Reference
Date
ERD (TST 6049)
Physical Properties
P33370.03.11
03/02/2011
ERD (TST 6049)
Physical Properties
P33370.04.11
04/26/2011
ERD (TST 6049)
Physical Properties
P37300.10.11
10/19/2011
ERD (TST 6049)
Physical Properties
P40390.08.12-1
09/06/2012
ERD (TST 6049)
Physical Properties
P40390.08.12-2
08/07/2012
ERD (TST 6049)
Physical Properties
C41420.09.12-3
09/11/2012
ERD (TST 6049)
Wind Uplift
P39680.03.13
03/04/2013
ERD (TST 6049)
Physical Properties
P45370.04.13
04/26/2013
ERD (TST 6049)
Wind Uplift
P1738.02.07-R2
04/29/2013
ERD (TST 6049)
Wind Uplift
11757.04.01-1-R1
04/30/2013
ERD (TST 6049)
Wind Uplift
P41630.08.13
08/06/2013
ERD (TST 6049)
Wind Uplift
P11751.05.03-R1
11/26/2013
ERD (TST 6049)
Wind Uplift
P11781.11.03-R1
11/26/2013
ERD (TST 6049)
Physical Properties
P45270.05.14
05/12/2014
ERD (TST 6049)
Physical Properties
6020.07.14-1
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-2
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-3
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-4
09/09/2014
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 Properties
PLYG-SC7550.03.15
03/24/2015
ERD (TST 6049)
Physical Properties
P40390.04.15
04/03/2015
ERD (TST 6049)
Physical Properties
PLYG-SC8080.05.15-1
05/20/2015
ERD (TST 6049)
Wind Uplift
PLYG-SC8905.05.16-1
05/17/201G
ERD (TST 6049)
Physical Properties
PLYG-SC8080.07.16
07/16/2016
ERD (TST 6049)
Wind Uplift
PLYG-SC12025.10.16
10/12/2016
ICC-ES(EVL 2396)
IBC Compliance
ESR-1697
11/01/2014
Miami -Dade (CER 1592)
HVHZ Compliance
NOA 14-0717.08
01/22/2015
Polyglass USA
Manufacturing Affidavit
Products Current
02/18/2009
Polyglass USA
P/L Affidavit
Mule -Hide Cross Ltg
03/01/2008
Polyglass USA -
Materials Affidavit
Polystick SA Compound
08/18/2011
UL, LLC. (QUA9625)
Quality Control
Service Confirmation
Exp. 04/24/2018
4. PRODUCT DESCRIPTION:
4.1 Mechanically Fastened Underlayments:
4.1.1 Elastobase is fiberglass reinforced, modified bitumen base sheet.
" " ry
i
4.1.2 Elastobase P s apolyester-reinforced, SBS modified bitumen base sheet.
4.1.3 Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet. FILE uV
4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet.
4.2 Self -Adhering Underlavments:
4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced
with polyolefinic film surface; meets ASTM D1970 and TAS 103.
4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced,
surfaced with poly -film surface; meets TAS 103.
4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an
_ -- .aggregate surface; meets. ASTM D1970.
Exterior Research and Design, LLC.
Certificate ofAuthorizotion N9503
FBC NON-HVHZ EVALUATION
Evaluation Report P12060.02.09-R21
FL5259-R25
Revision 21: 10/17/2016
Page 3 of 13
TRIN11-Y ERD
4.2.4 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 TAS 103.
4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester
reinforced, with a granular surface; meets ASTM D1970 and TAS 103.
4.2.6 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.
4.2.7 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 ASTM 06222.
4.2.8 Polystick Dual Pros" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970.
4.2.9 Polystick Tile Prone 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.
4.2.10 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.
4.3 Mechanically Fastened and/or Bonded Underlavments:
4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164.
4.3.2 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
TABLE I: ROOFCOVM OPTIONS
Underlayment
Asphalt Shingles
Nail -On Tile
Foam -On Tile
Metal
wood Shakes&
Shingles
Slate
Yes
Yes
Elastobase
Yes
(base sheet in 2-ply
(base sheet in 2-ply
Yes
Yes
Yes
synem)
synem)
Yes
Yes
ElastobaseP
Yes
(base sheet in 2-ply
(base sheet In 2-ply
Yes
Yes
Yes
system)
si
Yes
Yes
Polyglass G2 Base
No
(base sheet In 2-ply
(basesheetin a ply
No
No
No
synem)
synem)
Yes
Yes
Polyglass APP Base
No
(base sheet in 2-ply
(base sheet In 2-ply
No
No
No
synem)
snneml
Polystick MTS
Yes
Yes
No
Yes
Yes
Yes
Polystick MTS PLUS
Yes
Yes
No
Yes
Yes
Yes
Polystick lR-Xe
Yes
No
No
No
Yes
Yes
Polystick TUP
Yes
Yes
Yes
No
Yes
Yes
See 5.5.1
Polystick TU Plus
Yes
Yes
Yes
Yes
Yes
Yes
See 5.5.1
Exterior Research and oesign, LLC. Evaluation Report P12060.02.09-R21
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21: 10/17/2016
Page 4 of 13
r
TRINITY ERD
TA9LE 1: ROOF COVER OPTIONS
Underlayment
Asphalt Shingles
Nall -On Tile
Foam -On Tile
Metal
wood Shakes&
Slate
Shingles
Polystick TU Max
No
Yes
Yes
Yes
No
No
See S.S.1
Polystick Dual Pro
Yes
Yes
No
Yes
Yes
Yes
Polystick Tile Pro
Yes
Yes
Yes
Yes
Yes
Yes
See5.5.1
Polystick MU-X
Yes
No
No
Yes
Yes
Yes
Elastoflex 56G
Yes
Yes
Yes
No
Yes
Yes
See 5.5.1
Elastoflex 56 G FR
Yes
Yes
No
No
Yes
Yes
Polyflex G
Yes
Yes
Yes
No
Yes
Yes
See5.5.1
Polyflex G FR
Yes
Yes
No
No
Yes
Yes
Polyflex SAP or SAP FR
Yes
Yes
Yes
No
Yes
Yes
See 5.5.1
Mule -Hide SA-APP Cap Sheet
Yes
or SA-APP Cap Sheet (FR)
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 unless tensile adhesion / long term aging
data from an accredited testing laboratory is provided.
✓ 3M'" 2-Component Roof Tile Adhesive AH-160 (FL6332): Polystick TU P, Polystick TU Plus, Polystick TU Max,
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) or Tile Pro.
✓ 3M'" Foam Roof Tile Adhesive RTA-1 (FL6276): Polystick TU P, Polystick TU Plus, Polystick TU Max, 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)
or Tile Pro
✓ Convenience Products' Touch 'n Seal Storm Bond Roof Tile Adhesive (FL345O6): Polystick TU Plus, Polystick TU
Max.
✓ Dow TileBond (FL717): Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro.
✓ Polyglass PolyLok Roof Tile Adhesive (FL37855): Polystick TU Plus or Polystick TU Max.
5.6 Allowable Substrates:
5.6.1 Direct -Band 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 wind loads for project).
Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or
OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex S6 G or S6 G FR in hot asphalt to:
➢ ASTM D41 primed structural concrete.
Polyflex G or G FR torch -applied to:
➢ ASTM D41 primed structural concrete.
Exterior Research and Design, LLC.
Certificate of Authorization #9503
FBC NON-HVHZ EVALUATION
pal
Evaluation Report P32060.02.09-R21
FL5259-R25
Revision 21: 10/17/2016
Page 5 of 13
TRINITY ERD
5.6.2 Bond -to -Insulation:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered
to:
D 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 56 G or S6 G FR in hot asphalt to:
➢ Dens Deck Prime or SECU ROCK Gypsum -Fiber Roof Board.
Polyflex G or G FR torch -applied to:
D ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile
systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlayment system in accordance with FBC Section 1504.3.1.
5.6.3 Bond to Mechanically Attached Base Laver:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self -adhered to:
D ASTM D226, Type I or 11 felt; Elastobase; Elastobase P or Mule -Hide Nail Base.
Elastoflex S6 G or 56 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 G FR torch -applied to:
D 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.
5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all 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 -on tile applications. Maximum Design Pressure is the
result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure
divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-
12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads.
5.6.4.1 Maximum Design Pressure =-90 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP Fit, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
5.6.4.2 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
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x
1'/." ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
FILE COP
Exterior Research and Design, LLC.
Certificate of Authorization #9503
FBC NON-HVHZ EVALUATION
Evaluation Report P12060.02.09-R21
FL5259-R25
Revision 21: 10/17/2016
Page 6 of 13
TRINITY ERD
5.6.4.3 Maximum Design Pressure=-105 osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x
1'/." ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
5.6.4.4 Maximum Design Pressure=-135 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) PG10D or ASTM D41
Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints.
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
5.6.445 Maximum Design Pressure=-315 us :
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG300 or ASTM D41
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap
Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
5.6.4.6 Maximum Design Pressure=-622.5 osf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.7 Maximum Design Pressure=-30.0 osf*:
Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
546.4.8 Maximum Design Pressure=-37.5 osf*:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch longx 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-Inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: 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.
5.6.4.9 Maximum Design Pressure=-37.5 asf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt.
AAX_L11iT07
fill"Ou'll-0-
IS
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R21
Certificate ofAuthorizodon #9503 FBC NON-HVHZ EVALUATION FL5259-1125
Revision 21: 10/17/2016
Page 7 of 13
TRINITY ERD
5.6.4.10 Maximum Design Pressure=-45 osf*:
Deck:
Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
One (1) layer ASTM D226, Type II felt
Fasteners:
11 ga. x 1.25-inch x3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing:
4-inch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply:
(Optional; for use with self -adhering underlayment only) Polystick MTS PLUS, self -adhered
Underlayment:
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 S6 G, applied in full mopping of hot asphalt.
5.6.4.11 Maximum Design Pressure =-45 osf*:
Deck:
Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Two (2) layers ASTM D226, Type 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 diametertincaps
Spacing:
9-inch o.c. at the 2-inch wide side laps and 9-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply:
(Optional; for use with self -adhering underlayment only) Polystick MTS PLUS, self -adhered
Underlayment:
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex S6 G, applied in full mopping of hot asphalt.
5.6.4.12 Maximum Design Pressure=-45 osf
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners:
Simplex MAXX Cap Fasteners
Spacing:
9-inch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.13 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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.14 Maximum Design Pressure =-52.5 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
5.6.4.15 Maximum Design Pressure=-52.5 nsf:
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 5-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.16 Maximum Design Pressure=-60 osf:
Deck:
Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners:
11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing:
8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment:
Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1121
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-1125
Revision 21: 10/17/2016
Page 8 of 13
TRINITY ERD
5.6.4.17 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 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.18 Maximum Design Pressure=-67.5 osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underloyment)
Fasteners: 12 ga. x 1.25-inch longx3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
5.6.4.19 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-appliedunderlayment)
Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip 014 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 10-inch o.c. at the 4-inch wide side laps and 10-inch o.c. atthree (3) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
5.6.4.20 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. attwo (2) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.21 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: CMG #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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.22 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#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 56 G, applied in full mopping of hot asphalt.
5.6.4.23 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 underloyment)
Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 9-inch o.c. at the 4-inch wide side laps and 9-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
d • iif. , .i
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R21
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21: 10/17/2016
Page 9 of 13
FILE Cop
RINP�f El
5.6.4.24 Maximum Design Pressure=-97.5 osf:
Deck:
Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners:
11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing:
4-inch o.c. at the 4-inch wide side laps and 4-inch o.c. at four (4) equally spaced staggered center rows.
Base Ply:
(Optional) Polystick MTS PLUS, self -adhered
Underlayment:
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
5.6.4.25 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 6-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.26 Maximum Design Pressure=-112.5 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:
6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Primer:
PG100 or ASTM D41 primer at all tin -caps
Base Ply:
Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
5.6.4.27 Maximum Design Pressure =-120 osf
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip or OMG 414 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.28 Maximum Design Pressure =-120 osf
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface)
Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates
Spacing: 6-inch o.c. at the 44nch wide side laps and 6-Inch o.c. at five (5) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt.
5.6.4.29 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum
Design Pressure of-45 psf.
5.6.4.30 For mechanically attached base sheet, the maximum design pressure for the selected assembly shall meet or exceed
the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12), Appendix A, Table lA or FBC
1609. 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 RAS 117, FM LPDS 1.29 and ANSI/SPRI WDl. 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, MTS PLUS, TU P, TU Plus, TU Max, Dual Pro or Tile Pro shall not be left exposed for longer than 180-
days after installation.
Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R21
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21: 10/17/2016
Page 10 of 13
COPY.�ki.{* ]q as .
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 S6 G FR or Polyflex G or 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.
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).
6_3
6.3.1
6.3.2
6.3.3
6_4
6.4.1
6.4.2
Elastobase, Elastobase P or Mule -Hide Nail Base:
Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
Non -Tile Applications:
Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for
installing shingle underlayments and flashings
Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR,
Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, self -adhered, Elastoflex 56 G or 56 G FR in
hot asphalt or Polyflex G or G FR, torch applied.
Tile Applications:
Reference is made to FRSA/TRI April 203.2 (04-12) Installation Manual and Table 1 herein, using the instructions noted
above as a guideline.
Polystick MTS. NITS PLUS, IR-Xe, TU P. TU Plus, TU Max Dual Pro, Tile Pro or MU-X or Polvflex SAP. Polvflex SAP FR
Mule -Hide SA-APP Can Sheet or Mule -Hide SA-APP Can Sheet (FRI:
Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment In FBC Sections 1507
for the type of prepared roof covering to be installed.
Direct -to -Deck with Mechanically Fastened Roof Covers:
All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP Cap
Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -Hide
Back Nailing 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 be
firmly rolled with a minimum 28 lb. hand
roller to ensure full contact and adhesion.•.�a�i-..�'td?.
For Dual Pro and Tile Pro, align the edge of
the top sheet to the end of the glue pattern
(the sheetwill overlap the fabric).
Exterior Research and Design, U.C.
Certificate of Authorization #9503
View of Ovelap Seam of Dual Pro and Tile Pro
FBC NON-HVHZ EVALUATION
Evaluation Report P12060.02.09-1121
FL5259-R25
Revision 21: 10/17/2016
Page 11 of 13
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 in place over the repair area. Patch laps, if needed, shall be
installed in a water shedding manner.
All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a
minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom 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.
6.4.3 Tile _Applications (not allowed for PolysticklR-XeorPolystickMU-Xl:
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.
For nail -on tile systems over Polystick MTS PLUS:
➢ Battens are required for loading/staging of lugged tile regardless of slope.
➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12.
6.4.4 Two (2) Ply Underlavment Systems:
Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Tile Pro, MU-X or Polyflex
SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with
the top -layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired.
Polystick MTS PLUS followed by Polystick TU P, TU Plus, TU Max, Tile Pro or Polyflex SAP is allowable for use under
foam -on tile systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is
allowable if a 2-ply underlayment system is desired.
6.5 Elastoflex S6 G or S6 G FR:
6.5.1 Elastoflex S6 G.or S6 G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in tile applications, reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein.
6.5.2 Elastoflex S6 G or S6 G FR shall be fully asphalt -applied to the substrates noted in Section 5.6. Side laps shall be
minimum 3-inch and end -laps minimum 6-inch wide, off -set minimum 3 feet from course to course. Side and end
laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch
beyond the lap edge.
6.6 Polyflex G or G I
6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use
in tile applications, reference is made FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein.
6.6.2 Polyflex G or 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 Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Polyglass published requirements for tile staging.
Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R21
Certificate Of Authorization #9503 F8C NON-HVHZ EVALUATION FL5259-R25
Revision 21:10/17/2016
Page 12 of 13
8.
2
TRINITY ERD
6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail-
boards, to prevent tile sliding and/or damage to the underlayment during the loading process.
6.7.3 For nail -on tile systems over Polystick NITS, battens are required for loading / staging of the tile.
6.7.4 For nail -on tile systems over Polystick MTS PLUS:
9 Battens are required for loading/staging of lugged tile regardless of slope.
➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12.
6.7.5 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight
(48) hours.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements.
QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT-
d me [
Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R21
Certificate of Authorization #9503 FBC NON-HVH2 EVALUATION FL5259-R2S
Revision 21: 10/17/2016
Page 13 of 13
BCIS Home Lop In User Registration Hat Topla; Submit Surdrge Stats B Facts Publloatlons FBC Staff ` SCISS Site Map Links Search
d
iu�iL__..= ProductApproval
�j � USER: PublicUser
b
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL7804-R9
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Entegra Roof Tile, Inc.
Address/Phone/Email 1289 NE 9th Avenue
Okeechobee, FL 34972
(863) 467-0042 Ext 1228
tjohnson@rooftile.com
Authorized Signature Terry Johnson
tjohnson@rooftile.com (�
Technical Representative Jim Deyarmond 19 Till
Address/Phone/Email 1289 NE 9th Avenue
Okeechobee, FL 34972 FILE GUPY
(663) 467-0042
3Deyarmond@rooftile.com
Quality Assurance Representative Terry Johnson
Address/Phone/Email 819 South Federal Hwy Suite 300
Stuart, FL 34994
(800) 586-7663
tjohnson@rooftile.com
Category Roofing
Subcategory Roofing Tiles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Robert Nleminen
the Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date
11/04/2017
Validated By
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
FL7804 R9 COI 2016 01 COI Nieminen odf
Referenced Standard and Year (of Standard) Standard
Year
ASTM C1492
2003
FRSA/TRI April 2012
2012
SSTD 11
1997
TAS 100
1995
TAS 101
1995
TAS 102
1995
TAS 102(A)
1995
httpslAvww.floridabuilding.orgfpr/pr app dtl.aspx7param=wGEVXQwtDquovgOHI%2bAMgsl79%2bkb9MWIGgiBoylmr8%3d 1f2
TAS 112
Equivalence of Product Stbnaards
Certified By
1995
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/19/2016
Date Validated 04/20/2016
Date Pending FBC Approval 04/24/2016
Date Approved 06/08/2016
summary or Proaucts
FL # Model, Number or Name
Description
7804.1 Entegra Concrete Roof Tiles (HVHZ
Jurisdictions)
Concrete Roof Tile
Limits Use
Installation Instructions
Approved for use in HVHZ: Yes
FL7804 R9 it 2016 04 FINAL ER ENTEGRA FL7804-
R9 HVH7.0df
Approved for use outside HVHZ: No
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure-. N/A
Created by Independent Third Party: Yes
Other- Refer to ER Section 5 for Limits of Use. Refer to ER
Evaluation Reports
Section 6 for Installation.
FL7804 R9 AE 2016 04 FINAL ER ENTEGRA FL7804-
R9 HVHZ.odf
Created by Independent Third Party: Yes
7804.2
Entegra Concrete Roof Tiles (non-
Concrete Roof The
HVHZ jurisdlctions)
r
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Refer to ER Section 5 for Limits of Use. Refer to ER
Section 6 for Installation.
1n6t0eation instructions
CL7804 R9 11 2016 04 FIWV L ER EfVTEGPA FL7804-
R9 NON-HVHZ.odf
Verified By: Robert Nieminen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
FL7804 R9 AE 2016 04 FINAL ER ENTEGRA FL7804-
R9 NON-HVHZ.odf
Created by Independent Third Party: Yes
Conte¢ Us :: 2601 Blair store Read, Tallahassee 1132399 Phone: 850-487-1824
The State of Florida Is an A VEEO employer. C9ovdoht 2007-2013 State of Flodda :: PdvaN 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 mall. If you have any questions, please contact 850.487.1395. *Pursuant to section
455.27S(1), Florida Statutes, effective October 1, 201Z licensees licensed under chapter 455, F.S. must provide the Department with an email address If they have
one. The emalls 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., please dick here .
Product Approval Accepts:
W F�R%_E FCnI 0
Creditr
Safe
.secunLyni�nti:Sk FILE
CODY
f
httpslAw w.foridabuilding.org/pr/pr app O.aspx7param=wGEVXQwtDquovOjOHI%2bAMgsl79%2bkb9MWIGgiSoylmr8%3d 212
TRINITY ERD
EVALUATION REPORT
r.NTEG_ RA
R r) (-) F T I I F
Entegra Roof Tile, LLC
1289 NE 9" Avenue
Okeechobee, FL34972
EXTERIOR RESEARCH & DESIGN, U.C.
Certificate ofAuthorizatlon #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report E39310.11.11-2-R4
FL7804-R9
Date of Issuance: 11/02/2011
Revision 4 : 04/18/2016
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the St" Edition (2014) Florida Building Code (non-
HVHZ) sections noted herein.
DESCRIPTION: Entegra Concrete Roof Tiles (non-HVHZ jurisdictions)
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. TrinityJERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity] ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report Is displayed, then It shall be done in Its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The baimde seal appeadn, was authadzed by Robert Nieminen,
P.E. on W/1820Vk This does ootserve as an electronicallysTped
dommenL Sped, sealed hard.,*,. have been t . onopined to the
Product Approval Administrator and to the named dient
CERTIFICATION OF INDEPENDENCE:
1. Trmityl 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.
S. This is a building code evaluation. Neither TdnitylERD 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.
w..
TRINITY ERD
ROOFING SYSTEM EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Roofing fles
Compliance Statement: Entegra Concrete Roof Tiles, as produced by Entegra Roof Tile, LLC, have demonstrated
compliance with the following sections of the Florida Building Code through testing In accordance with the following
Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth
herein.
2. STANDARDS:
Section
Pro a
Standard
Year
1507.3.5, R905.3.5
Physical Properties
ASTM C1492
2003
1507.3.7, R905.3.7
Attachment Requirements
FRSA/TRI April 2012 (04-12)
2012
1711.2.1
Overturning Moment
SSTD 11
1997
3. REFERENCES:
gail3t
Examination
Reference
Date
ATL(TST3782)
Physical Properties
RT0615.01-11
06/28/2011
ATL(TST3782)
Physical Properties
RT0615.02-11
06/28/2011
ATL (TST3782)
Physical Properties
RT0615.03-11
06/28/2011
ATL(TST3782)
Physical Properties
RT0615.04-11
06/28/2011
ATL(TST3782)
Physical Properties
RT0615.05-11
06/28/2011
An(TST3782)
Physical Properties
RT0316.01-12
05/31/2012
ATL (TST 3782)
Physical Properties
RT1103.01-15
11/07/2015
An (TST 3782)
Physical Properties
RT1103.02-15
11/07/2015
ATL (TST 3782)
Physical Properties
RT1103.03-15
11/07/2015
ATL (TST 3782)
Physical Properties
RT1303.04-15
11/07/2015
ATL (TST 3782)
Physical Properties
RT1103.05-15
11/07/2015
PRI (TST5878)
Physical Properties
ESI-001-02-01
11/06/2006
PRI (TST5878)
Physical Properties
ESI-002-02-01
11/06/2006
PRI (TST5878)
Physical Properties
ESI-003-02-01
11/06/2006
PRI (TST5878)
Physical Properties
ESI-004-02-01
11/06/2006
PRI(TST5878)
Physical Properties
ESI-005-02-01
12/12/2006
PRI (TST5878)
Physical Properties
HRT-023-02-01
11/19/2007
PRI(TST5878)
Physical Properties
HRT-026-02-01
01/08/2008
Tile Roof Institute
SSTD 11
Membership Confirmation
Current
PRI (QUA9310)
quality Assurance
Inspection Report
11/04/2015
Exterior Research and Design, U.C. Evaluation Report E39310.11.11-2-R4
Certifirate of Autharlmtlon#9503 F1.7804-119
Revision 4:04/18/2016
Page 2 of 6
TRINITY ERD
4. PRODUCT DESCRIPTION:
4.1 BERMODA FLAT, PLANTATION FIAT and HORIZON FLAT are ASTM C1492, Type III (low -profile) concrete roof tiles.
Bermuda Flat
Plantation Flat
17-114"
13"
Horizon Flat
Ay
Exterior
on ofAutGlland Design, I.I.C. Evaluation Report E39310.117804-R4
[ertiJiwre ofAuNarizzMon 89903 FILE
FL7804-R9
Revision 4: 04/18/2016
Page 3 of 6
TRINITY ERD
4.2 BELLA HIGH "S", FsTATE "5" and HACIENDA are ASTM D1492, Type II (medium -profile) concrete roof tiles.
Bella High "S"
Estate "S'
Hacienda
L
Exterior Research and Design, LLL Evaluation Report E39310.11.11-2-R4
Cert/Jirate of Authorization 49503 F1.7804-119
Revision 4:04/18/2015
Page 4 of 6
TRINITY ERD
4.3 GALENA SPANISH "S" and REGAL are ASTM C1492, Type I (high -profile) concrete roof tiles.
17"
S. LIMITATIONS:
Galena Spanish "S"
Regal
10"
5.1 This is a building code evaluation. Neither Trinity) 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.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire classification is not part of this evaluation; refer to FBC Section 1505, Exception 2 or current Approved
Roofing Materials Directory for fire rating of this product.
5.4 Underlayment shall be that approved by Entegra Roof Tile, which holds Florida Local or Statewide Product
Approval for use with tile roofing systems. The underlayment Product Approval shall specify allowable
method(s) of tile installation (mechanical attachment, mortar -set and/or adhesive -set) for use with the
specific underlayment. For mortar -set or adhesive -set tile roofing applications, the underlayment Product
Approval shall specify attachment methods for the underlayment system to resist wind uplift design loads in
accordance with Table 1A of FRSA/TRI April 2012 (04-12).
5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building
Code and F.A.C. Rule 61G2O-3.
Exterior Research and Design, I.I.C. Evaluation Report E39310.11.11-2-R4
Certljlmte efAuthorrsodoe #9503 FL7804-R9
Revision 4:04/18/2016
Page 5 of 6
TRINITY ERD
6. INSTALLATION:
6.1 Entegra Concrete Roof Tiles may be mechanically fastened, mortar -set or adhesive -set, Installation shall
comply with manufacturer's current published instructions, but not less than the requirements of FBC
Section 1507.3, the FRSA/TRI Florida High Wind Concrete and Clay Tile Installation Manual, Sd' Edition and,
for mortar -set or adhesive -set applications, the mortar or adhesive manufacturer's Product Approval.
6.2 Attachment:
Mechanically Attached Tile:
Wind load resistance shall be in accordance with Table 3 of FRSA/TRI April 2012 (04-12) to resist the Uplift
Moment determined in Table 2A or 2B of FRSA/TRI April 2012 (04-12).
Mortar -Set or Adhesive -Set Tile:
Wind load resistance shall be in accordance with FBC Section 1609.5.3 in conjunction with the mortar or
adhesive manufacturer's Product Approval.
Hip and Ridge Tile:
Tile shall be installed in accordance with FRSA/TRI April 2012 (04-12). For hip and ridge tile installations atop
hip and ridge metal, refer to the hip and ridge metal manufacturer's Product Approval (e.g., FL5374) or test
report in accordance with SSTD 11 for allowable loads to resist those determined in accordance with Table
SA of FRSA/TRI April 2012 (04-12).
7. LABELING:
7.1 Each unit shall bear the imprint and/or identifiable marking of the manufacturer's name or logo. Tile lots
shall be labeled in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 CIA
requirements.
10. QUAUTYASSURANCE ENTITY:
PRI Construction Materials Technologies, LLC.—QUA9110; (813) 621-5777
-END OF EVALUATION REPORT-
_
Exterior Research and Design, U.C. Evaluation Report E39310.11.11-2.R4
CerdHcote cfAuthork don#9503 F1.7804-119
Revision 4: 04/18/2016
Page 6 of 6