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Florida - RECEI1 77D OCT 2 0 2017
Product Approval
USER: Public User
.. "`' ` THESE PLANS AND ALL PROPOSED WORK
Product Aooroval Menu > Product or Application Search > Application List > Application Detail
ARE SURjECT TO ANY r01F U'O PIONS
FL # FL5259-R25 REQURED UY HUD 1N,(; :f.C'I 0[1.'., 'CHAT
Application Type Revision LE I`� ;/. r �tfi}� I�d (�IiaER/T o
Code Version 2014 `1 n1
Application Status Approved COMPLY WITH 4,IL �>��P..ICMW WOES,
Comments
Archived
Product Manufacturer
POLYGLASS USA
Address/Phone/Email
150 Lyon Drive
Fernley, NV 89408
OONCFALED FASTENERS OR ATTACHMENTS
jakins@polyglass.com 42
A5E THE RESPONSIBILITY OF THE
James Akins
Authorized ignature
CONTRACTOR OF RECORD
jakins@polyglass.com
Technical Representative
Steve Wadding
Address/Phone/Email
150 Lyon Drive
ST. LUCIE COUNTY
Fernley, NV 98408
BUILDING DIVISION
(602) 363-7139
L EVII[EVVED
stevew@polyglass.com
FOR OOPA OE
REVIEWED BY f
Quality Assurance Representative
James Akins
DATE —
Address/Phone/Email
555 Oakridge Road
PLANS AND PERMIT
Humboldt Industrial Pkwy
MUST BE KEPT ON JOB OR
Hazleton, PA 18201
NO INSPECTION WILL BE MADE
(800) 894-4563
= �............., -.>v --
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 Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC 1
Quality Assurance Contract Expiration Date 04/24/2018 P
Validated By John W. Knezevich, PE lJ ""Co
"`
d, Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL5259 R25 COI 2016 01 COI Nieminen.pdf
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 dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2feg01ipmOTAu7g3GAIUPJLg63BcVw%3d%3d 1/2
2128/2017 Florida Building Code Online
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
Summary of Products
Method 1 Option D
10/17/2016
10/18/2016
10/19/2016
12/15/2016
FL #
Model, Number or Name
Description
5259.1
Polyglass Roof
Roofing underlayments
Underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL5259 R25 II 2016 10 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
R25.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5
Created by Independent Third Party: Yes
Other: 1.) The design pressure in this
Evaluation Reports
application 'relates to one particular
FL5259 R25 AE 2016 10 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
2R 5,odf
underlayment system (over concrete deck) for
use under foam -on tile systems (where the
Created by Independent Third Party: Yes
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.
'pack rtext
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Coovriaht 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 mall. 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 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 her_.
Product Approval Accepts:
Credit Card .
Safe...
i.
httpsJ/www.floridabL ilding.orgtprl app U.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2fegOlipmOTAu7g3GA]UPJLg63BcVw%3d%3d 212
k 21TY ERD
EVALUATION REPORT
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 98408
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization ##9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report P12060.02.09-11121
FL5259-R25
Date of Issuance: 02/24/2009
Revision 21:10/17/2016
SCOPE:
This Evaluation Report is issued under Rule 611320-3 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 5th 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 "Trinity l 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 13.
Prepared by:
= + y =
The facsimile seal appearing was authorized by Robert Nieminen,
?F 'u :
P.E. on 10/17/2016. This does not serve as an electronically
Robert J.M. Nieminen, P.E.
signed document. Signed, sealed hardcopies have been
Florida Registration No. 59166, Florida DCA ANE1983
�'��� ;;, „,:+�' ' `
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. Trinity) 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.
4 `'J TRINITY! ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
following sections of the 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
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 G155
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:
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 Properties
PUSA-033-02-01
01/12/2006
PRI (TSTS878)
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
JX20117A
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
11757.08.01-1
09/13/2001
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 P12060.02.09-1121
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-1125
Revision 21: 10/17/2016
Page 2of13
Entity
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ICC-ES (EVL 2396)
Miami -Dade (CER 1S92)
Polyglass USA
Polyglass USA
Polyglass USA
UL, I.I.C. (QUA9625)
4. PRODUCT DESCRIPTION:
Examination
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Wind Uplift
Physical Properties
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Wind Uplift
Physical Properties
Wind Uplift
IBC Compliance
HVHZ Compliance
Manufacturing Affidavit
- P/L Affidavit
Materials Affidavit
Quality Control
Reference
P33370.03.11
P33370.04.11
P37300.10.11
P40390.08.12-1
P40390.08.12-2
C41420.09.12-3
P39680.03.13
P45370.04.13
P1738.02.07-112
11757.04.01-1-R1
P41630.08.13
P11751.05.03-R1
P11781.11.03-R1
P45270.05.14
6020.07.14-1
6020.09.14-2
6020.09.147 3
6020.09.14-4
6020.09.14-5
6020.09.14-6
P46520.10.14
P44360.10.14
P43290.10.14
PLYG-SC7550.03.15
P40390.04.15
PLYG-SC8080.05.15-1
PLYG-SC8905.05.16-1
PLYG-SC8080.07.16
PLYG-SC12025.10.16
ESR-1697
NOA 14-0717.08
Products Current
Mule -Hide Cross Ltg
Polystick SA Compound
Service Confirmation
TRINITY s ERD
Date
03/02/2011
04/26/2011
10/19/2011
08/06/2012
09/07/2012
09/11/2012
03/04/2013
04/26/2013
04/29/2013
04/30/2013
08/06/2013
11/26/2013
11/26/2013
05/12/2014
09/08/2014
09/08/2014
09/08/2014
09/08/2014
09/08/2014
09/08/2014
10/03/2014
10/07/2014
10/17/2014
03/24/2015
04/03/2015
05/20/2015
05/17/2016
07/16/2016
10/12/2016
11/01/2014
01/22/2015
02/18/2009
03/01/2008
08/18/2011
Exp..04/24/2018
4.1 Mechanically Fastened Underlayments:
4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet.
4.1.3 - Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet.
4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet.
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 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. Evaluation Report P12060.02.09-R21
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-1125
Revision 21. 10/17/2016
Page 3 of 13
IRD
4.2 4 Polystick TU Plus is a nom nal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a
polyester fabric sine eets 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 D6222.
4.2.8 Polystick Dual Pro`" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970.
4.2.9 Polystick Tile Pro"" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103.
4.2.10 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 TrinityJERD 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 fisted, 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:
Wood Shakes &
Underlayment
Asphalt Shingles
Nail -On Tile
Foam -On Tile
Metal
Shingles
Slate
Yes
Yes
Elastobase
Yes
(base sheet in 2-ply
(base sheet in 2-ply
Yes
Yes
Yes
system)
system)
Yes
Yes
Elastobase P
Yes
(base sheet in 2-ply
(base sheet in 2-ply
Yes
Yes
Yes
system)
system)
Yes
Yes
Polyglass G2 Base
No
(base sheet in 2-ply
(base sheet in 2-ply
UF_
o
1PI
, No
system)
system)
Yes
Yes
""- 6 —'�
Polyglass APP Base
No
(base sheet in 2-ply
(base sheet In 2-ply
No
No
No
system)
system)
Polystick MTS
Yes
Yes
No
Yes
Yes
Yes
Polystick MTS PLUS
Yes
Yes
No
Yes
Yes
Yes
Polystick IR-Xe
Yes
No
No
No
Yes
Yes
Polystick TU P
Yes
Yes
Yes
No
Yes
Yes
See 5.5.1
Polystic�C TU
Yes
Yes
Yes
Yes
Yes
Yes
See 5.5.1
PIi]s
Exterior Researc an Design, U.C.
Certificate of Authorization #9503
—rMa- uation Report P12060.02.09-1121
FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21: 10/17/2016
Page 4 of 13
I
TRINITYIERD
r
r I", R00F.CGVER OPTIONS *>: t
wood Shakes &
Underlayment
Asphalt Shingles
Nail -On Tile
Foam -On Tile
Metal
Shingles
Slate
PolystickTU Max
No
Yes
Yes
Yes
No
No
See 5.5.1
Polystick Dual Pro
Yes
Yes
No
Yes
Yes
Yes
Polystick Tile Pro
Yes
Yes
Yes
Yes
Yes
Yes
See 5.5.1
Polystick MU-X
Yes
No
No
Yes
Yes
Yes
Elastoflex S6 G
Yes
Yes
Yes
No
Yes
Yes
See 5.5.1
Elastoflex S6 G FR
Yes
Yes
No
No
Yes
Yes
Polyflex G
-Yes
Yes
Yes
No
Yes
Yes
See 5.5.1
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"A 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*m 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 (FL14506): 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 (FL17.855): Polystick TU Plus or Polystick TU Max.
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 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
Evaluation Report P12060.02.09-1121
FL5259-R25
Revision 21: 10/17/2016
Page 5 of 13
1 1' INITY ( 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:
➢ 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 S6 G or S6 G FR in hot asphalt to:
➢ Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board.
Polyflex G or G FR torch -applied to:
➢ ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile
systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlayment system in accordance with FBC Section 1504.3.1.
5.6.3 Bond to Mechanically Attached Base Laver:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self -adhered to:
➢ ASTM D226, Type I or 11 felt; Elastobase; Elastobase P or Mule -Hide Nail Base.
Elastoflex S6 G or 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 G FR torch -applied to:
➢ Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum
requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in
accordance with FBC Section 1504.3.1.
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 winduplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI Apri12012 (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 FR, 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.
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TRII7YER®
5.6.4.3 Maximum Design Pressure = -105 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3006
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
1Y.." 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) PG100 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.
5.6.4.5. Maximum Design Pressure = -315 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TO 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 psf:
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 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.
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.
5.6.4.8 Maximum Design Pressure = -37.5 osf*:
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners:
11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing:
6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply:
(Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TO P, Polystick TO Plus, Polystick TO Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
5.6.4.9 Maximum Design Pressure = -37.5 psf*:
Deck:
Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
One (1) or two (2) layers ASTM D226, Type 11 felt
Fasteners:
it 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 56 G, applied in full mopping of hot asphalt.
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Evaluation Report P12060.02.09-R21
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TRINITYjERD
.
5.6.4.10 Maximum Design Pressure = -45 psf*:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) layer ASTM D226, Type II felt '
Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS 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 psf*:
Deck: Min.'19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two (2) layers ASTM D226, Type II felt
Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 9-inch o.c. at the 2-inch wide side laps and 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 (I'll), self -adhered or Elastoflex S6 G, applied in full mopping of hot asphalt.
5.6.4.12 Maximum Design Pressure = -45 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex 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: 97inch 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 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: 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-pst
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.16 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 flinch 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.
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FBC NON-HVHZ EVALUATION
Evaluation Report 1312060.02.09-1121
FL5259-RZ5
Revision 21: 10/17/2016
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.4 TRINITYERD
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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.18 Maximum Design Pressure = -67.5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment)
Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex 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 -applied underlayment)
Fasteners: Dekfast #14 with Dekfast Hex plates, CMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 10-inch o.c. at the 4-inch wide side laps and 10-inch o.c. at three (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. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.21 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 412 Standard Roofgrip or OMG #14 Heavy Duty with CMG 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 S6 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 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 (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.
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FBC NON-HVHZ EVALUATION
Evaluation Report P12060.02.09-1121
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1
L /
A.r
TRII II�f ( ER®
5.6.4.24 Maximum Design Pressure = -97.5 psf:
Deck:
Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners:
11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing:
4-inch o.c. at the 4-inch wide side laps and 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:
r 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 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at 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 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 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 1A 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 WD1. 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 M U-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.
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Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21: 10/17/2016
Page 10 of 13
JTRINITYtERD
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 Elastobase, Elastobase P or Mule -Hide Nail Base:
6.3.1 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.
6.3.2 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 S6 G or S6 G FR in
hot asphalt or Polyflex G or G FR, torch applied.
6.3.3 Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted
above as a guideline.
6.4 Polystick MTS, MTS PLUS, 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 (FRI:
6.4.1 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.
6.4.2 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.
For Dual Pro .and Tile Pro, align the edge of
the top sheet to the end of the glue pattern
(the sheet will overlap the fabric).
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FBC NON-HVHZ EVALUATION
Evaluation Report P12060.02.09-R21
FL5259-R25
Revision 21: 10/17/2016
Page 11 of 13
TRINITY
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 Polystick IR-Xe or Polystick MU-X):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted
above as a guideline.
For mechanically fastened tile roofing over 2-ply system, consisting of base sheet and self -adhering top sheet(s), base
sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1.
For adhesive -set tile applications, refer to Section 5.6.4 herein.
For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile.
For nail -on the systems over Polystick MTS PLUS:
➢ Battens are required for loading/staging of lugged the regardless of slope.
➢ Battens are required for loading/staging of flat the 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 56 G or S6 G FR:
6.5.1 Elastoflex S6 G or 56 G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in the 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 FR:
6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use
in the 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, LLC. Evaluation Report P12060.02.09-R21
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21: 10/17/2016
Page 12 of 13
_ 1 RI CITY : ER®
i
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 the systems over Polystick MTS, battens are required for loading / staging of the tile.
6.7.4 For nail -on tile systems over Polystick MTS PLUS:
➢ Battens are required for loading/staging of lugged the regardless of slope.
➢ Battens are required for loading/staging of flat the 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.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC.
Certificate of Authorization #9503
II
FBC NON-HVHZ EVALUATION
Evaluation Report P12060.02.09-1121
FL5259-R25
Revision 21: 10/17/2016
Page 13 of 13
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BCIS Home Log In j User Registration Hot Topics Submit Surcharge Stats & Facts 1 Publications FBC Staff j BCIS Site Map Links j Search
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Product Approval
USER: Public User
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Product Aooroval Menu > Product ortool1Fz91 leu> 9 IkagnQisf-II f/{pplication Detail
FL #
FL21388-PI
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived
Product Manufacturer Dynamic Metals
Address/Phone/Email y 3201 SE Dominica Terace
Stuart, FL 34997
(772) 872-8030
juan@dynamlcmetal.net
Authorized Signature Juan Martinez
juan@dynamicmetal.net
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
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 Thomas D. Sullivan
the Evaluation Report
Florida License PE-55358 d ,
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 12/06/2026 "tap
Validated By Joseph A Reed, PE
;?: Validation Checklist - Hardcopy Received
Certificate of Independence FL21388 RI COI FL21388 RO COI Letter of Independence-Suilivan.pdf
Referenced Standard and Year (of Standard) Standard Year
ULS80 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
https:llwww.floddabuilding.org/pr/pr app dtl.aspx7param=wGEVXQwtDgve007nSKOaGDhTyMBF%2fiJcrsRKnsAghhg9ZogmlKHlg%3d%3d
r
1/3
Date Submitted
Date Validated
04/13/2017
04/21/2017
Date Pending FBC Approval 04/21/2017
Date Approved 06/13/2017
SummarV of Products
FL # Model, Number or Name Description
121388.1 1" Nailstrip-24 Ga Steel Galvalume 1" Nailstrip, 24 Ga Steel Galvalume non-structural roof panel
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL21388 R1 II Dynamic 1.0 24 gage steel odf
Approved for use outside HVHZ: Yes Verified By: Thomas D. Sullivan 55358
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-206 Evaluation Reports
Other: Fasteners at 6" OC and 6" from ends. Uplift DP equals FL21388 R1 AE FL21388 1 Eval Report 1.0 24.odf
206 psf (includes FS=2) Created by Independent Third Party: Yes
21388.2
1-1/2" Nailstrip-.032 Aluminum
1-1/2" Nailstrip, .032 Aluminum non-structural roof panel
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL21388 R1 II 1.5 nailstrio 032 Aliuminum SS.odf
Verified By: Thomas D. Sullivan 55358
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-168.5
Other: Fasteners 6" OC and 6" from ends
Evaluation Reports
FL21388 RI AE FL21388 2 Eval Report 1.5 32 nail strio.pdf
Created by Independent Third Party: Yes
21388.3 1 1-1/2" Nailstrip-24 Ga Steel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-153.5
Other: Fasteners 6" OC and 6" from ends
21388.4 1 1-3/4" Snaplock-.032 Aluminum
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-191
Other: Field Installation Uplift DP: clips at 16" OC and 4"from
ends equals 146 psf (includes FS=2); Comer Installation Uplift
DP: clips at 8" OC and 4" from ends equals 191 psf (includes
FS=2)
1-1/2" Nailstrip, 24 Ga Steel non-structural roof panel
Installation Instructions
FL21388 RI II 1.5 Nailstrip 24 gage steel SS.Ddf
Verified By: Thomas D. Sullivan 55358
Created by Independent Third Party: Yes
Evaluation Reports
FL21388 Rl AE FL21388 3 Eval Report 1.5 24 nail strimodf
Created by Independent Third Party: Yes
1-314" Snaplock-.032 Aluminum non-structural roof panel
Installation Instructions
FL21388 Rl II 1.75 Snaplock 032 Alum SS.odf
Verified By: Thomas D. Sullivan 55358
Created by Independent Third Party: Yes
Evaluation Reports
FL21388 RI AE FL21388 4 Eval Report 1.75 32.pdf
Created by Independent Third Party: Yes
21388.5
1-3/4" Snaplock-24 Ga Steel
1-3/4" Snaplock, 24 Ga Steel non-structural roof panel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N?A/-243
Other: Field Installation Uplift DP: Clips at 16" OC, equals
-176 psf (Includes FS=2); Comer Installation Uplift DP: Clips
Installation Instructions
FL21388 R1 II 1.75 Snaolock 24 Gage SS odf
Verified By: Thomas D. Sullivan 55358
Created by Independent Third Party: Yes
Evaluation Reports
FL21388 R1 AE FL21388 5 Eval Report 1 75 24.pdf
Created by Independent Third Party: Yes
at 8" OC, equals 243 psf (includes FS=2)
21388.E 5V Crimp-.032 Aluminum I 5V Crimp, .032 Aluminum non-structural roof panel
Limits of Us Installation Instructions
Approved for a iin HVHZ: No�Yes
FL21388 R1 II FL21388.6 Drawing 5v 32.Ddf
Approved for use o`utst •Verified By: Thomas D. Sullivan 55358
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-183 Evaluation Reports
Other: Fasteners at 12" OC and 6" from ends. Uplift DP of FL213118 E F.L21388 E Report 5v 2 df
183 psf (includes FS=2) Created b de rd P
contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
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
https:l/www.floridabuilding.org/prlpr app dtl.aspx?param=wGEVXQwtDgveOO7nSKOaGDhTyMBF°/"2fiJcrsRKnsAghhggZogmiKH1ga/"3d*/"3d 213
10/19,2017 Florida Building Code Online
mall to this entity. Instead, _ the office by phone or by traditional mall. If you have any cluestic'. "ase contact 850-487.1395. -pursuant to section
455.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must prtmbe the Department with an email address If they have
one. The emails 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 click b&rp .
Product Approval Accepts:
91 ® Ei 2
Ctedit Card
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JB&B EN 4NEERING, LLC
CONSULTING ENGINEERS
DYNAMIC METALS, LLC 5203 SUver Charm Terrace
3201 SE Dominica Terrace iYesley Chapel, FL 22644
Stuart. FEortda, 34997 Phww (813)545-1323
Email TStalivanenOgmaUcom
FL Cerli ft6ate of Authorization #30903
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s h 4, •`�(v�oo Project. Name: DYNAMIC 5V CRIMP 0.032" ALUMINUM
THO FL 55 (1� ° � 60MP� ,IIo FLORIDA BUILDING CODE 5TH ED. (2014) Project Address: FLORIDA PRODUCT APPROVAL
SEAL sal a :P �� J08 N0..216-1062 DATE- 04-12-2017