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FL5259-R24
FL#
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
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
QualityAssurance 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
f' 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
Quality Assurance Contract Expiration Date 07/01/2017
Validated By John W. Knezevich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL5259 R24 COI 2015 01 COI Nieminen.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM D226 2006
ASTM D6164 2005
ASTM D6222 2008
haps://www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2fegOlipH82Cu7FMfVnJrJdDHoR9%2fAp/o3d%3d 1/2
10/4/2016 Florida Building Code Online
ASTM G154 2006
ASTM G155 2005
FM 4474 2004
FRSA/TRI April 2012 2012
TAS 103 1995
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 07/22/2015
Date Validated 08/07/2015
Date Pending FBC Approval 08/15/2015
Date Approved 10/16/2015
Summary of Products
rFL# Model,Number or N e Description
5259.1 Polygiass Roof Roofing underlayments
Underlayments
{Limits of Use n fons
I Approved for use in HVHZ: No 115259 R24 II 2015 07 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
Approved for use outside HVHZ:Yes R24.pdf
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 R24 AE 2015 07 FINAL ER POLYGLASS UNDERL4YMENTS FL5259-1
underlayment system (over concrete deck)for R24.Ddf
use under foam-on tile systems (where the I Created by Independent Third Party: Yes
underlayment forms part of the load-path).
Refer to ER Section 5.6.4 for other systems,
i other deck types and associated maximum
design pressures. 2.) Refer to ER Section 5 for
other limits of use.
HE
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
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public recons.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:
FEE]® 9
Credit Card
Safe
httosJlwww.floridabuildino.orq/Dr/pr app dd.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2feg01ipH82Cu7FMfVnJrJdOHoR9%2fAp/aid*/pad 212
-`� EXTERIOR RESEARCH&DESIGN,LLC.
I Certificate of Authorization#9503
353 CHRISTIAN STREET, UNIT#13
,`,�9z TO INIIT ��® OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203)262-9243
EVALUATION REPORT
Polyglass USA,Inc. Evaluation Report P12060.02.09-1120
150 Lyon Drive FL5259-1124
Fernley, NV 98408 Date of Issuance:02/24/2009
Revision 20:07/22/2015
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 5t' 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 I 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 12.
Prepared by: ���tiLLL►Lp,y�—
* - The facsimile seal appearing was authorized by Robert Nieminen,
P.E.on 07/22/2015.This does not serve as an electronically
Robert J.M.Nieminen,P.E. ''��`' =-��;� signed document. Signed,sealed hardcopies have been
transmitted to the Product Approval Administrator and to the
Florida Registration No.59166,Florida DCA ANE1983
named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
C
`; ? ®TKIINI 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 Prope Standard Year
1504.3.1 Wind Uplift FM 4474 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:
Entitv Examination Reference Date
FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000
PRI(TST 5878) Physical Properties PR101111 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(TST 5878) Physical Properties PUSA-035-02-01 09/29/2006
PRI(TST 5878) Physical Properties PUSA-055-02-02 12/10/2007
PRI(TST 5878) Physical Properties PUSA-061-02-02 01/28/2008
PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008
PRI(TST 5878) Physical Properties PUSA-083-02-01 04/14/2008.
PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009
MTI(TST 2508) Physical Properties JX20H7A 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 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
ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1120
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 2 of 12
F
TRINITY
Entity Examination Reference Date
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 08/06/2012
ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012
ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012
ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013
ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013
ERD(TST 6049) Wind Uplift P1738.02.07-112 04/29/2013
ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013
ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013
ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013
ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014
ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-2 09/08/2014
ERD.(TST 6049) Physical Properties 6020.09.14-3 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-4 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014
ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014
ERD(TST 6049) Physical Properties P44360.10.14 10/07/2014
ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014
ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015
ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015
ERD(TST 6049) Wind Uplift PLYG-SC8905.15 07/22/2015
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,R14571 Exp.08/08/2015
UL,LLC.(QUA9625). Quality Control Service Confirmation,MTS PLUS Exp.07/01/2017
4. PRODUCT DESCRIPTION:
4.1 Mechanically Fastened Underlayments:
4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet.
4.2 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. . Polystick IR-Xe 's nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an
aggregate surf ;meets ASTM D1970.
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.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 3 of 12
~'4
J TRINITY'ERD
t
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 Prolm 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.
4.3 Mechanically Fastened and/or Bonded Underlayments:
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.
S. 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 AH1 for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
`- Tsie 1 Roi?F CoverE:OPnoNs
Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal wood Shakes& Slate
Shingles
Yes Yes
Elastobase Yes (base layer In 2-ply (base layer In 2-ply Yes Yes Yes
system) system)
Yes Yes
Elastobase P Yes (base layer in 2-ply (base layer In 2-ply Yes Yes Yes
system) system)
Polystick MTS Yes Yes No Yes Yes Yes
POIX5AMIULUS Yes Yes No Yes Yes Yes
PolystickIR-)(e ' Yes No No No Yes Yes
Polystick TU P Yes Yes Yes No Yes Yes
See 5.5.1
Polystick TU Plus Yes Yes Yes Yes Yes Yes
See 5.5.1
Polystick TU 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
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 See es No Yes Yes
5.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 Yes Yes No Yes Yes
or SA-APP Cap Sheet(FR) See 5.5.1
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1120
Certificate of Authorization#9503 FL5259-1124
Revision 20:07/22/2015
Page 4 of 12
{ TR 1NITf!ERD
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.
✓ 3M711 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.
✓ 3MTm 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
✓ Dow TileBond(FL717): Polystick TU P,Polystick TU Plus, Polyflex SAP or Tile Pro
✓ Convenience Products'Touch 'n Seal StormBond Roof Tile Adhesive (FL14506): Polystick TU Plus, 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.
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 Il, 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.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20
Certificate of Authorization#9503 FL5259-1124
Revision 20:07/22/2015
Page 5 of 12
. .
�. V ����
^~� B ��U�N � � i����°
5.6.2 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\or||felt,Eia$obese E|astobosaPorMule-Hide Nail Base.
E|astoflexSGGorS6GFRinhot asphalt to:
> ASTM D226,Type I or 11 felt;Elastobase;Elastobase P or Mule-Hide Nail Base.
Po|yOeuGorGFRtorch-applied to:
t" Bastobase;E|astobasePorMule-Hide Nail Base.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For inmaibborm un6erf6am'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 F8[Section 1SO4.3.1.
S�.4
' FR3A/TR| April 2O13 (O4-12) 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 under|ayment systems that are not
addressed in FR5A/T0Apri| 2012(04-I2) and are used infoam-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 by2 (the 2 to I margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-
12),Appendix A,Table IA or FBC 1609 for determination of design wind loads.
5.6.4.1 Ma imum Design Pressure=-90 psf.
Deck: Min.z5/32'nchplywood*omeet project requirements tnsatisfaction of4H).
P,hnec (opbona|)PG10UorASTM o4z
Base Ply: (OpUonaUPolystickMTS 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(pR)',eLFadhened.
s.b.4.2 Maximum Design Pressure=-135 nsf.
Deck: Min.15132-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (opUona|)PG10uorASTM D4l
Joints: Min.4-inchwide strips of[|amoflexSA-Vover all plywood joints.
Base Ply: (opuona|)pn|ystick 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)'seK-adherpd.
5.6.4.3 Maximum Design Pressure=-3 15 psf.
Deck: Structural concrete tomeet project requirements tosatisfaction of AHJ.
Primer: pszuoo,ASTM o41
Base Ply: (Optiona|)po|ystickMTS 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.
s.s.4.4 Ma imum Design Pressure=-622.5 ps
Deck: Structural concrete tomeet project requirements tosatisfaction ofAHJ.
Primer: pGzu0orASTM C4z
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.5 Maximum Design Pressure=-30.0 Psf*
Deck' Min.15/32-inchosomomeet project requirements tnsatisfaction ofAH].
Base Sheet: s|smobaseorMule-Hide Nail Base(po|y-fi|mtop surface)
Fasteners: z1Qa.xz-2s-in:hlong xI'inchhead 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: <optionaVpokctictMTS PLUS,self-adhered
Undeflayment: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<pm>',e|rauhereu.
Exterior Research and Design,LLC. Evaluation Report p1zoan.Vz'V9-o2n
uewuficatewfAothw/zadmws503 FL52S9-R24
Revision ao:07/22/em1S
Page 6of12
i
ITRINITYIERD
5.6.4.6 Maximum Design Pressure=-37.5 psf*.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
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.
5.6.4.7 Maximum Design Pressure=-37.5 psf*.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
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.
5.6.4.8 Maximum Design Pressure=-45 psf*.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: One(1)layer ASTM D226,Type 11 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.
5.6.4.9 Maximum Design Pressure=-45 psf*.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
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(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.10 Maximum Design Pressure=-45 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MARX 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.
5.6.4.11 Maximum Design Pressure=-52.5 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
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.
5.6.4.12 Maximum Design Pressure=-52.5 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
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,Polynex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 7 of 12
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TRINITY 1ERD
5.6.4.13 Maximum Design Pressure=-52.5 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
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.
5.6.4.14 Maximum Design Pressure=-60 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
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.
5.6.4.15 Maximum Design Pressure=-60 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
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.
5.6.4.16 Maximum Design Pressure=-90 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
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.
5.6.4.17 Maximum Design Pressure=-90 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.18 Maximum Design Pressure=-90 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
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.
5.6.4.19 Maximum Design Pressure=-97.5 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
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.
5.6.4.20 Maximum Design Pressure=-105 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
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.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20
Certificate of Authorization#9503 FL5259-1124
Revision 20:07/22/2015
Page 8 of 12
1 RINI E D
5.6.4.21 Maximum Design Pressure=-112.5 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHI.
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.
5.6.4.22 Maximum Design Pressure=-120 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
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 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 five(5)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.23 Maximum Design Pressure=-120 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
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.
5.6.4.24 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum
Design Pressure of-45 psf.
5.6.4.25 For mechanically attached base sheet in a 2-ply system,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 AN51/SPRI WD1.
Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone
2/3 enhancements.
5.7 Exposure Limitations:
Elastobase or Elastobase P shall not be left exposed for longer than 30-days after installation.
Polystick IR-Xe 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.
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 the (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180
days.
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1120
Certificate of Authorization 99503 FL5259-R24
Revision 20:07/22/2015
Page 9 of 12
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F
ERD
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 Polyflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-
APP Cap Sheet(FRL Dual Pro or Tile Pro:
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 � �
s�
the top sheet to the end of the glue pattern � � f
(the sheet will overlap the fabric). `
View of Ovelap Seam of Dual Pro and Tile Pro
All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified
Wet/Dry Cement or Polyglass PGS00 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
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1120
certificate of Authorization#9503 F1.5259-1124
Revision 20:07/22/2015
Page 10 of 12
TR INI I.Etl i®
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-Ib 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 Ib 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):
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 Underlayment Systems:
Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS,TU P, TU Plus,TU Max,TilePro 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, TilePro 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 Elastofiex 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 FR:
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.
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 the sliding and/or damage to the underlayment during the loading process.
6.7.3 For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile.
Exterior Research and Design,LLC. Evaluation Report P32060.02.09-1120
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 11 of 12
N
- TRIM Y i ERD
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 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.
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 OA requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1120
Certificate of Authorization#/9503 F1.5259-1124
Revision 20:07/22/2015
Page 12 of 12
4/28/2016 Florida Building Code Online
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a'JR"�c i jaj( ont�a BCIS Home Log In User Registration Hot Topics ! Submit Surcharge ! Stats&Facts Publications i FBC Staff + BCIS Site Map I Links Search m
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Product AoorovaI Menu>Product or Application Search>Application List>Application Detail
FL# FL10674-R11
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Owens Corning
Address/Phone/Email One Owens Corning Parkway
Toledo, OH 43659
(740)404-7829
greg.keeler@owenscorning.com
Authorized Signature Greg Keeler
greg.keeler@owenscorning.com
Technical Representative Mel Sancrant
Address/Phone/Email 1 Owens Corning PKWY
Toledo, OH 43659
(419) 376-8360
mel.sancrant@owenscornig.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
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 J.M. Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 08/20/2017
Validated By John W. Knezevich, PE
-,' Validation Checklist- Hardcopy Received
Certificate of Independence FL10674 R11 COI 2015 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 2009
ASTM D3462 2009
ASTM D7158 2008
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuildinq.orq/pr/pr app dtl.aspx?param=wGEVXQwtDatBNbEY5V%2boQTp/a2b6w7ahRealC08ucR6ixEAOdabcUi3os0%3d%3d 1/9
4/28/2016 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 10/15/2015
Date Validated 10/19/2015
Date Pending FBC Approval 10/20/2015
Date Approved 12/15/2015
Date Revised 04/18/2016
Summary of Products
FL# Model,Number or Name Description
10674.1 Owens Corning Asphalt Roofing 3-tab, 4-tab, 5-tab, laminated, starter and hip&ridge
Shingles and Starters shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL10674 R11 II 2015 10 FINAL ER OC ASPHALT
Approved for use outside HVHZ:Yes SHINGLES FL10674-R11.Ddf
Impact Resistant: N/A Verified By: Robert 1. M. Nieminen PE-59166
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Refer to ER, Section 5. Evaluation Reports
FL10674 R11 AE 2015 10 FINAL ER OC ASPHALT
SHINGLES FL10674-R11.Ddf
Created by Independent Third Party: Yes
Back Nent
Contact Us:: 1940 North Monroe Street,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
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The 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 here.
Product Approval Accepts:
09 ® cChEiY.
securitym rrru(;
https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahReglCQ8ucR6ixE4Odgb(Uj3osQ%3d%3d 212
EXTERIOR RESEARCH&DESIGN, LLC.
Certificate of Authorization#9503
353 CHRISTIAN STREET,UNIT#13
TRIlk 11E ® OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-116
One Owens Corning Parkway FL10674-R11
Toledo,OH 43659 Date of Issuance:02/06/2012
Revision 6: 10/15/2015
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 5th Edition (2014) Florida Building Code sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
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 7.
Prepared by:
o`'
�'�'4`LO'•- a1L,•."�` The facsimile seal appearingwas authorized by Robert Nieminen,
Robert J.M. Nieminen,P.E.
P.E.on 10/15/2015.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinityJERD 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 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.
I ilY ERE}
TRINITY
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
-Sub-Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated
compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume
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
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008
3. REFERENCES:
Enttl Examination Reference Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007
UL LLC(CER9626) Physicals&Wind Resistance 20120516-R2453 05/16/2012
UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006
UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012
UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014
UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014
UL LLC(TST9628) Physical Properties Classification letter 02/13/2014
UL LLC(TST9628) Physical Properties Classification letter 10/02/2015
Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various
UL LLC (QUA9625) Quality Control Service Confirmation,R2453 Exp.08/20/2017
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic®and Supreme are fiberglass reinforced,3-tab asphalt roof shingles.
4.1.2 Berkshire are fiberglass reinforced,4-tab asphalt roof shingles.
4.1.3 Devonshire'"'are fiberglass reinforced,5-tab asphalt roof shingles.
4.1.4 Duration, TruDefinition® Duration®, Duration Premium Cool, TruDefinition® Duration® Designer Color
Collection,TruDefinition60akridge,Oakridge®and WeatherGuarde HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Berkshire' Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard' HP Hip & Ridge
Shingles, ProEdge Hip &Ridge Shingles and DuraRidgeTm Hip & Ridge Shingles are fiberglass reinforced,hip
and ridge asphalt roof shingles.
4.3 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TdnityJERD 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.
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• -'x...41 .
TRINITY ,ERD
5.4 Wind Classification:
5.4.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and
R905.2.6.1 to ASTM D3161,Class F and/or ASTM D7158,Class H,indicating the shingles are acceptable for
us in all wind zones up to Vasd=150 mph(V„It= 194 mph). Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are
Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the
shingles are acceptable for us in all wind zones up to Vasd= 150 mph (V„It= 194 mph). Refer to Section 6
for installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less.
Calculations by a qualified design professional are required for conditions outside these limitations.
Contact the shingle manufacturer for data specific to each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
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 61G20-3.
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 61G20-3,per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3.
6,2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using
minimum four(4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following
exceptions:
➢ Berkshire'shingles require minimum five(5)nails per shingle.
WeatherGuardc HP shingles require minimum six(6) nails per shingle.
> Devonshire'"'shingles require minimum six(6) nails per shingle.
> Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. Contact the shingle manufacturer for details.
6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
Feltunderlayment i Deck Fehunderlayment Deck Self-edhered
WeatherLockS
. Self-adhered underlayment
i WeatherLocV
undertayment
Drip_ Drip edge
Drip edgeDrip
edge edge ,
, 9 �
Nails located Na3slocated
2`-'from cave
2"-T'from eave
Install first Self-sealing adhesiveSdfscariing adhesive
Starter Strip positioned along cave Install first Starter Strip Plus positioned along eave
shingle with ` with 6 removed-- `
6"removed
Starter Strip shingle overhangs eaves and rakes`h"-%" Starter Strip Plus overhangs eaves and rakes 1/4'-314°
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TRINITYERD
6.2.6 Minimum Nailing—Classic® &Supreme:
Normal Mansard or Area para Normal Mansard or Area para
Wind Areas High Wind desvenes y Wind Areas High Wind desvanes y
Area pare vientos normales Areas vientos fuertes Area para vientos normales Areas vientos fuertes
�" iA) 1. ri•' z•z
��^
5"Exposure 5 5/8"Exposure
Exposici6n Exposicidn
6.2.7 Minimum Nailing—Berkshire®:
Sealant strip Sealantstrip
La tira de segadar la tha de sellador
s v:^ s ve, 9 vZ' s vt '�„s+�r s vt' s+rr s 1<'
t
•�--
2. Asphalt rooting cement
Cemento de techo de astatto
6.2.8 Minimum Nailing—Devonshire'"":
Nails
Nails Ten 1"Spots of Asphalt Roof Cement
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i '
6.2.9 Minimum Nailing — Duration°, TruDefinition® Duration, Duration® Premium Cool & TruDefinition
Duration"Designer Color Collection:
4 Nail Pattern 6 Nail Wenbetwe nau aa°r1
Esquema de 4 clavos Pattern area anatop rA cut out.
Esquema 63amada opmfflKes
SureNail°fastening area%Akith de6clavos da` �"�of
a
Area dedavosSureNail� a 1reaSmex WmMmak.arFa
SoreFlas`fl SmenaiP
1' 1" fasursrorol1 ustEnmyy
areaw.2h ` area wltlth
�twsSureNaflQ . .F— 12' 1T 1 1 davo$iP
e
z
5ia"Exposure Nails 55h"Exposure
9S pulg.de exposid6n clavos 65hpi1g.deevposici6n
55fa"Exposure Nails 5yi'Exposure
6Shpulg.de erposicida clavos 55hpufg.de exposition
6.2.10 Minimum Nailing—TruDefinition Oakridge°,Oakridge®:
4 Nail Pattern 6 Nail Pattern
Esquema con 4 clavos Esquema con 6 clavos
r r
12" 12`
5518"ExposureNai1G 5 518"Exposure Nails
Expm[d6nde55/8pu1g. Clavus Exposid6nde65/8pulg. 56i8"Exposure Clavas 5518"Exposuie
Exposicf6n de 5519 ping. Exposlci6o de 6 618 puig.
6.2.11 Minimum Nailing—WeatherGuard° HP:
I Single Side View
CiwFmtmm�aThmnm*Nd flesh
6.3 Hip& Ridge Shingles:
6.3.1 Installation of Berkshire"Hip and Ridge Shingles, High Ridge, Hip &Ridge with Sealant,WeatherGuard"HP
Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with the manufacturer's current
published instructions, using four (4) nails per shingle. Installation of DuraRidgeTm Hip & Ridge Shingles
shall comply with the manufacturer's current published instructions,using two(2) nails per shingle. Refer
to Owens Corning published information on wind resistance and installation limitations, including the use
of hand-sealing for wind warranties.
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, _,.JTRINIIYERD
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing—Berkshire°Hip&Ridge and High Ridge:
Fig.1 Y Fig.2
l— PmlailingVNntl (�
DireCion �� � A\ TopViev+ SiUeViety
Nails Nails
4
Top LaMnatel z- 7
Piece
I I �
1 \ �•O� j j I -
+Q A I
A 1 I I I I I
! p 1 I I I I
8 8 l
j � Exposure \ �I
1 'I
I 12• ry
6.3.4 Minimum Nailing—Hip &Ridge with Sealant:
Em Fig. 2 -Hugh Wind Fastening Pauem
(4 Nails)
rim Shingle
nd Discard 21► „
Exc ss 1„ 1,►
Sealant -w
Strip 124'
' Fastening ' " B"Exposure
Distance
12 "
6.3.5 Minimum Nailing—WeatherGuard® HP Hip and Ridge:
Fig.A 44 Fig.G Hip$Ridge Shingle Fastening
F—DlllI
eevn Wind •.` TopVbw
A
\` A
Nails\ 4 4
Nails Nalls
o I
•� i i i'
A I I 1 I
�, � I I I I �• �1.
y y r a
�posule
/ S' Exposure
I 12
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.3_
D p�
a TINI ;ERC?
6.3.6 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevailing Standard —11"—
Wind Direction Fastening
Sealant Stripe Pattern t
6"Exposure
92• 1 Sealant
Fasten 7'h° 71= 6"Exposure
Cover Exposed 1 1
Fasteners with
Roof Cement\ I•-12°
I
6.3.7 Minimum Nailing—DuraRidgeTm Hip&Ridge Shingles:
Note: The drawings below pertain to minimum, as-tested attachment requirements. Refer to Owens
Corning published installation instructions for their minimum requirements.
Pi-miing Wind Dirocdcn Top View
�—Dirnaiondammntmd3vrnc en tan
Dirncdbndal vicnbopr0"iranco II' ViVnue3=,ior I'IH
ci
a
211C o Ov�cm 6orn6ruJ S+utNaiP • �QYO
Nlam s. = I •�
f aror'�
p�A
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1/R905.2.6.1.
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 named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (414)248-6409; karen.buchmann@ul.com
- END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R6
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