HomeMy WebLinkAboutProduct Approval S'e ctaJl wa(,cr
nonda Dvartmentti BCLS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ` FBC Staff SCIS Site Map Links Search
Busineso)
0(4-
ProductApproval
Professibna! USER:Pubilc User
Regulation
117--.T--iM—„�, _ 11R,IJ Product Approval Menu>Product or Application Search>Application Lis[>Application Detail
FL# FL5259-R24
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
Quality Assurance Representative James Akins
Address/Phone/Email 555 Oakridge Road
Humboldt Industrial Pkwy
Hazleton, PA 18201
(800)894-4563
jakins@polyglass.com
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert 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 Nieminenpdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM D226 2006
ASTM D6164 2005
ASTM D6222 2008
ASTM G154 2006
ASTM G155 2005
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
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 R24 II 2015 07 FINAL ER POLYGLASS UNDERLAYMENTS FL5259::
Approved for use outside HVHZ:Yes R24, d
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 UNDERLAYMENTS FL5259-
underlayment system(over concrete deck) R24.pd
for use under foam-on file systems(where Created by Independent Third Party:Yes
the underlayment forms part of the load-
path).Refer to ER Section 5.6.4 for other
systems,other deck types and associated
maximum design pressures.2.)Refer to
ER Section 5 for other limits of use.
Sack Next
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 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
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:
_stvurlty\11 TIM,
`
EXTERIOR RESEARCH&DESIGN,I.I.C.
`
Certificate ofAuthorization#9503
353CHRISTIAN STREET, UNIT#13
—��U�8N~�� ����
� ���U��� U � ^~�^�� OXFORD,[TD647O
PHONE: (2O3)2G2-9245
FAX: (2O3)262-9Z4]
EVALUATION REPORT
Polyglass USA,Inc. Evaluation Report P12060.02.09-1120
150 Lyon Drive FL5259-R24
Fernley,NV 98408 Date of Issuance:02/24/2009
Revision 20:07/22/2015
9coPs:
This Evaluation Report is issued under Rule 61G20'3 and the applicable rules and regulations governing the use of
construction materials inthe State ofFlorida.The documentation submitted has been reviewed by Robert Nienninen, 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.
DsScn/pnOm: PolyglaysRoof Uoderlaymnemts
LAacumm: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CownmusD 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 acomplete review ofthis Evaluation Report
relative toupdated Code requirements with each Code Cycle.
Amvcnnssnxcm7: The Evaluation Report number preceded by the words °Trinity|EQD Evaluated" may be displayed in
advertising literature. /fany portion ofthe Evaluation Report isdisplayed,then itshall bedone inits entirety.
INSPECTION: Upon request, acopy ofthis entire Evaluation Report shall beprovided tothe user bythe manufacturer orits
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists ofpages 1through 12.
Prepared by:
The facsimile seal appearing was authorized uvRobert m/emmen'
�^ p.s.ono7/2z/2o1s.This does not serve x,anelectronically
Robert J.M'Piemninam,p.E. signed document. Signed,sealed xammnieshave been
�,an�m/ueu��mepm�u��nnmv |»umm/���,onumme
FkoidoReg��ot�nNo591@��o�joDCA ANE19DJ Tp�°^,.,- ~
named client
CERTIFICATION opINDEPENDENCE:
1. Trinity IERDdoes not have, nor does it intend to acquire nrwill it acquire, afinancia\ interest in any company manufacturing or
distributing products itevaluates.
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 interestin 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 bmbuilding 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.
TR.INF'y ER®
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:
Knty Examination Reference Date
FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000
PRI(TST 5878) Physical Properties PRI01111 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(TST5878) 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-R20
Certificate of Authorization#9503 F1.5259-1124
Revision 20:07/22/2015
Page 2 of 12
TRINITY ERD
Enti 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-R2 04/29/2013
ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013
ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013
ERD(TST 6049) Wind Uplift P11781.11.03-111 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 PA 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.
4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an
aggregate surface;meets ASTM D1970.
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,I.I.C. Evaluation Report P12060.02.09-R20
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 3 of 12
TRINITY ER®
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 PrOTM 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 PrOTM 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.
5. LIMITATIONS:
5.1 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.
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 AHJ for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1:,ROOF COVER OPTIONS
Underlayment Asphalt Shingles Nail-On Tile Foam-On rile Metal Wood Shakes& Slate
Shingles
Yes Yes
Elastobase Yes (base layer In 2-ply (base layer in 2-ply Yes Yes Yes
system) system)
YesYes
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
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
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 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 Yes Yes
P Sheet(FR) See 5.5.1
or SA-APP Ca No Yes Yes
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1120
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 4 of 12
TRINITY ERD
5.5.1 "Foam-On Tile" is limited to use of the following Approved the adhesives unless tensile adhesion/ long term aging
data from an accredited testing laboratory is provided.
✓ 3MTM 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 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.
Exterior Research and Design,LLC. Evaluation Report 1312060.02.09-1120
Certificate of Authorization#9503 FL5259-1124
Revision 20:07/22/2015
Page 5 of 12
TRINITY ERD
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 II 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 or Mule-Hide Nail Base.
Polyflex G or G FR torch-applied to:
➢ Elastobase;Elastobase P or Mule-Hide Nail Base.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For installations under foam-on tile systems, base layer shall be attached per minimum
requirements of FRSA/TRI April 2012(04-12),Appendix A,Table 1, or as listed in Section 5.6.4 herein, or as tested in
accordance with FBC Section 1504.3.1.
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where the underlayment
forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the
result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure
divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-
12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads.
5.6.4.1 Maximum Design Pressure=-90 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)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.
5.6.4.2 _Maximum Design Pressure=-135 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)PG100 or ASTM D41
Joints: Min.flinch 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.
5.6.4.3 Maximum Design Pressure=-315 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus, Polystick TU Max,Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap
Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.4 Maximum Design Pressure=-622.5 Dsf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: PG 100 or ASTM D41
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-inch OSB 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.
Exterior Research and Design,I.L.C. Evaluation Report P12060.02.09-R20
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 6 of 12
TRINITY ER®
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 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.
5.6.4.9 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 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.
5.6.4.11 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 37inch 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.
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1120
Certificate of Authorization#9503 FLS259-1124
Revision 20:07/22/2015
Page 7 of 12
TRINITY ER®
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 56 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 S6 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: it 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,I.I.C. Evaluation Report P12060.02.09-R20
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 8 of 12
TRIM rY ER®
5.6.4.21 Maximum Design Pressure=-112.5 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: 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: CMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or CMG 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 osf.
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 ANSI/SPRI WD1.
Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPD5 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 tile (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180
days.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1120
CertifiCate of Authorization#9503 171-5259-1124
Revision 20:07/22/2015
Page 9 of 12
TRINI8 K ��^�°���
G. ImScAUAnmm:
sJ Polyaae Roof undehaymentsshall be installed in accordance with Pnlyglass 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 toremove
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 11 underlayment in FBC Sections
15O7for the type ofprepared roof covering tobeinstalled.
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 undedaymentsand flashings
Eiagobasu, [\astobase PurMule-Hide Nail Base may be covered with o layer of Po|yst\ck, Pn\yf|exSAP orSAP F9,
K8u\e-H\deSA-APP Cap Sheet o[SA-APP Cap Sheet(FR),Dual Pro VrTile Pro,Self-adhered,E\astUf|8«ShGo[36GFIR in
hot asphalt or9olyflexGorGFR,torch applied.
6.3.3 Tile Applications:
Reference ismade tnFR5A/TR\April ZO1ZU]4-1I Installation Manual and Table 1herein,using the instructions noted
above asaguideline.
6.4 Pollystick IVITS,IVITS PLUS,IR-Xe,TU P,TU Plus,TU Max Polyflex SAP or SAP FR,Mule-Hide SA-APP CgR_�heet or SA-
APP Cap Sheet(FR).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 ofprepared roof covering tobeinstalled.
�.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
Rack Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch diameter
metal disk orSimplex-type metal cap nail,ataminimum rate nf12"oz. Pulyst\ckTUPlus should beback-nailed using
the above noted fasteners and spacing, in area marked "nail area, area para domar^ unthe face ofmembrane, The
head lap membrane ietocover the area being back-nailed
All seal-lap seams (selvage laps) must be
firmly rolled with a minimum 28 |b. hand
roller toensure full contact and adhesion.
For Dual Pro and Tile pm' align the edge of
the top sheet tuthe end of the glue pattern
�hesheet viUovedapthe fabhc).
View ofovelapSeam ofDual Pro anmrilePro
All over-fabric and over-granule end-laps shall have 6-inch wide, uniform layer nfPo|yp|us50Premium 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,
orexposed roof tnwall details
Exterior Research and LLC. Evaluation Report- �uaasg'na�
mx�a��Aumu��m��
Revision 20:07/22/2015
Page xuwfz2
TRINITY ERD
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 the systems over Polystick MTS PLUS:
➢ Battens are required for loading/staging of lugged tile regardless of slope.
➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12.
6.4.4 Two(2)Ply Underlavment Systems:
Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, 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 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in tile applications,reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein.
6.5.2 Elastoflex S6 G or S6 G FR shall be fully asphalt-applied to the substrates noted in Section 5.6. Side laps shall be
minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end
laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch
beyond the lap edge.
6.6 Polyflex G or G 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 tile 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,I.I.C. Evaluation Report P32060.02.09-1120
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 11 of 12
TRINITY ER®
6.7.4 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.
6.7.5 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,I.I.C. Evaluation Report P12060.02.09-1120
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 12 of 12
i.
aR
Z ME
Z MIT
Honda Departmentf B—Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Lima Search
Business, product Approval
Professibna! 0^I USER:Public User
Regulation
Product Approval Menu>Product or ADDlication Search>Application List>Application Detail
`Q}� FL# FL7006-R9
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 IKO Industries,Ltd
Address/Phone/Email 40 Hansen Road South
Brampton,NON-US L6W 31-14
(708)496-2800 Ext 200
rmetzOOI@tampabay.rr.com
Authorized Signature Robert Metz
rmetzOO1@tampabay.rr.com
Technical Representative Bob Metz
Address/Phone/Email REMCO of Pinellas
456 Avila Circle NE
Saint Petersburg,FL 33703
(727)776-5261
rmetzOOI@tampabay.rr.com
Quality Assurance Representative Don Shaw
Address/Phone/Email IKO Industries LTD
120 Hay Rd.
Wilmington,DE 19808
(717)579-6706
don.shaw@iko.com
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Certification Mark or Listing
Certification Agency FM Approvals-CER
Validated By Locke Bowden
_/ Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 modified to 110 mph 2009
ASTM D3462 2009
ASTM D7158 Class H 2008
ASTM E108 2007
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 06/28/2015
Date Validated 06/30/2015
Date Pending FBC Approval
Date Approved 07/06/2015
Summary of Products
FL# Model,Number or Name Description
7006.1 Cambridge,Cambridge HD and CRC Laminated architectural fiberglass asphalt shingle
Biltmore AR manufactured at IKO's Kankakee,IL; Hawkesbury,Ont.;
Wilmington,DE;Sylacauga,AL and Toronto,Ont.plants
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL7006 R9 C CAC FM Letter-ASTM d3161 letter- 4-15-
Approved for use outside HVHZ:Yes 2015 .odf
Impact Resistant:N/A FL7006 R9 C CAC FM Letter-ASTM d3462 letter-5 6
Design Pressure:N/A 15.odP
Other: FL7006 R9 C CAC FM Letter-ASTM E 108 letter- 5 3
15 .odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 R9 II IKO-133-02-01 Letter-Installation
Instructions for FBC FL7006 pdf
Verified By: Duc T Nguyen 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
7006.2 Hip and Ridge 12 Cap fiberglass This is a 12"x 12"fiberglass asphalt shingle used to cover
shingles the hip and/or ridge of an asphalt shingle roof system
manufactured in Toronto,Ont.and Brampton,Ontario
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL7006 R9 C CAC FM Letter-ASTM d3161 letter- 4-15-
Approved for use outside HVHZ:Yes 2015 .odf
Impact Resistant:N/A FL7006 R9 C CAC FM Letter-ASTM d3462 letter-5 6
Design Pressure:N/A 15.odf
Other: FL7006 R9 C CAC FM Letter-ASTM E 108 letter- 5 3
15 .odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 R9 II Hip and Ridge Cao Shingle Installation
Instructions.ridf
FL7006 R9 II IKO-133-02-01 Letter-Installation
Instructions for FBC FL7006.pdf
Verified By: Duc T Nguyen PE 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
7006.3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at
Starter Strip the bottom of a roof system manufactured in Brampton and
Hawkesbury,Ontario plants
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL7006 R9 C CAC FM Letter-ASTM d3161 letter- 4-15-
Approved for use outside HVHZ:Yes 2015 .odf
Impact Resistant:N/A FL7006 R9 C CAC FM Letter-ASTM d3462 letter-5 6
Design Pressure:N/A 15.odf
Other: FL7006 R9 C CAC FM Letter-ASTM E 108 letter- 5 3
15 .odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 R9 II IKO-133-02-01 Letter-Installation
Instructions for FBC FL7006 odf
FL7006 R9 II Roof no-Prod ucts-Leading-Edoe-Plus-
Apolication-EN(1).odf
Verified By: Duc T Nguyen PE 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
7006.4 Marathon 25 AR,CRC Superglass 3 tab fiberglass asphalt shingle manufactured at IKO's
M25AR Brampton,Ontario,Hawkesbury Ont.,Toronto,Ont.;
Sylacauga,AL and Kanakakee,IL plants
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL7006 R9 C CAC FM Letter-ASTM d3161 letter- 4-15-
Approved for use outside HVHZ:Yes 2015 .ndf
Impact Resistant:N/A FL7006 R9 C CAC FM Letter-ASTM d3462 letter-5 6
Design Pressure:N/A 15.pd
Other: FL7006 R9 C CAC FM Letter-ASTM E 108 letter- 5 3
15 .odf
Quality Assurance Contract Expiration Date
12/20/2020
Installation Instructions
FL7006 R9 II IKO-133-02-01 Letter-Installation
Instructions for FBC FL7006.pdf
Verified By: Duc T Nguyen 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
Back Next
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 publlc-records request,do not send electronic
mall 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:
n.re:k civ
securitc.uMuc
CONSTRUCTION MATERIALS
TECHNOLOGIES
March 30,2015
IKO Industries, Ltd
120 Hay Rd.
Wilmington, DE 19809
Re: FBC FL7006
Sir(s),
PRI Construction Materials Technologies has completed a technical review and attached sealed shingle
instructions in compliance the 2014 Florida Building Code.
This review was completed based on the receipt of following evidence from IKO Industries, Ltd:
1) IKO Shingle Application Instructions—3-Tab Shingles
(EN-3Tab_Appins_8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida)
2) IKO Laminated Shingles Application Instructions
(EN-Laminated_Appins_8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida)
3) IKO Hip and Ridge 12 Application.Instructions
(EN-HipandRidgel2_3HRTri-2013-08_reformatted 2013-08)
4) IKO Leading Edge Pius Shingle Application Instructions
(EN-3LEP-Tri-2012-06—reformatted 2013-03)
5) ASTM D3161 Test Report(FM Approvals Project No. 3040947)
The attached instructions should be used in conjunction with the published manufacturer's application
instructions and applicable code. In the event the instructions conflict,these instructions shall govern.
Statement of Independence:PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E.do not
have nor plan to acquire a financial interest in any company manufacturing or distributing products for which
the test reports are issued.
Signed: '/ /i Signed:
Brad Grzybowfski Due T.rNGiuven
Managing D`ector Florida Registered Professional Eng er
P.E.Number:65034
Date: April 30,2015 Date: April 30, 2015
Attachments: A)IKO Shingle Application Instructions-3-Tab
B) IKO Laminated Shingles Application Instructions
C) IKO Hip and Ridge 12 Application Instructions
D) IKO Leading Edge Plus Application Instructions
IKO-133-02-01
PRI Construction Materials Technologies,LLC.6412 Badger Drive Tampa,Fl.33610 Tel:813-621-5777 Fax:813-621-5840 a-mall:matedalstesting@pdcmtcom WebSite:http:/AKwi.pricmtcom
IKO
Installation Instructions for
Asphalt Shingles
Page 2 of 5
IKO Shingle Application Instructions — 3-Tab Shingles
(ASTM D3161, Class F—IKO Marathon 25 AR and CRC Superglass M25AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC.
UNDERLAYMENT:Applied in accordance with building code requirements.For areas where the roof slope is
less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code
requirements, the first sheet overlapping the eave protection by 19",followed by full 36"widths overlapping
each preceding course by 19"or other Approved underlayments in accordance with the qualified application
instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of
underlayment laid parallel to the eaves,with 2"horizontal laps and 4"end laps. Apply metal drip edges on top
of any underlay along rake edges and directly to the deck along eaves in accordance with building code
requirements.
NAILING: Use galvanized(zinc coated)roofing nails, 11 or 12 gauge,with at least 3/8"diameter heads,long
enough to penetrate through plywood or 3/4"into boards. Use 4 nails per shingle placed 6-1/8"above the butt
edge,approx. 1"and 13"from each end and 1/2"above each cutout. Drive nails straight so that nail head is
flush with, but not cutting into shingle surface.
NAILING ON STEEP SLOPES: For steep slopes of 21"per foot(60°)or more,use 6 nails per shingle placed
as shown below. Ensure that no nail is within 2"of a joint/cutout of the underlying shingle. Seal down each
shingle at time of application with three 1"diameter(approx.size and thickness of a quarter)spots of asphalt
plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle.
Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles
should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the .
heat of direct sunlight.
EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8".
STEEP SLOPES
�SEAUNESMP ��'. i • __ `0 eo II
NAILS _NAILS
0-
-DO NOT NAIL INTO OR ABOVE THE SEALING STRIP
PRI construction Materials Technologies,LLC.6412 Badger Drive Tampa,FL 33610 Tel:813-621-5777 Fax:813-621-5840 e-mail:matedalstesting@pdcmtcom WebSite:http://www.pdcmtcom
IKO
Installation Instructions for
t Asphalt Shingles
Page 3 of 5
IKO Laminated Shingles Application Instructions
(ASTM D3161, Class F—Cambridge, Cambridge HD, and CRC Biltmore AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC.
UNDERLAYMENT:Applied in accordance with building code requirements.For areas where the roof slope is
less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code
requirements, the first sheet overlapping the eave protection by 19",followed by full 36"widths overlapping
each preceding course by 19"or other Approved underlayments in accordance with the qualified application
instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of
underlayment laid parallel to the eaves,with 2"horizontal laps and 4"end laps. Apply metal drip edges on top
of any underlay along rake edges and directly to the deck along eaves in accordance with building code
requirements.
NAILING: Use galvanized(zinc coated)roofing nails, 11 or 12 gauge,with at least 3/8"diameter heads,long
enough to penetrate through plywood or 3/4"into boards. Use 4 nails per shingle placed in the nail line 7-3/8"
below the top edge,approx. 1"and 13"in from each end. Drive nails straight so that nail head is flush with,
but not cutting into shingle surface.
NAILING ON STEEP SLOPES: For steep slopes of 21"per foot(60°)or more,use 6 nails per shingle placed
as shown below. Ensure that no nail is within 2"of a joint/cutout of the underlying shingle. Seal down each
shingle at time of application with three 1"diameter(approx.size and thickness of a quarter)spots of asphalt
plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle.
Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles
should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the
heat of direct sunlight.
EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8".
NAILING-STEEP SLOPES APPLICATION
Use six nails as sho:m.
7 318'
NAIL UNE
t
S378
t1
NAILS CEMENT
PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OFTHE SHINGLE
PRI Construction Materials Technologies,LLC.6412 Badger Ddve Tampa,FL 33610 Tel:813-621-5777 Fax:813-621-5840 e-mail:matedalstesUng@pricmtcom WebSite:httpJANww.pdcmLcom
IKO
Installation Instructions for
Asphalt Shingles
Page 4 of 5
IKO Hip and Ridge 12 Application Instructions
(ASTM D3161, Class F—IKO Hip and Ridge 12)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are
designed for a 5 1/8"(130 mm)exposure.(For-a neater appearance,the top of each side of each piece has
been factory trimmed on a 1"(25 mm)taper(see drawing). Bend each piece over the hip or ridge,and nail 5
5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm).
Apply hip pieces starting at the lower end of the hip,working up toward the ridge. On hip roofs, apply ridge
pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end
opposite to the prevailing wind direction and continue to the other end. Note:To obtain a three-dimensional
effect,(which is recommended,but not required),apply hip and ridge shingles double thickness by stacking 2
pieces on top of one another,the lower piece extending about 3/4"(19 mm)further than the top piece (see
diagram).The final shingle should be set in cement,and the exposed nail heads of the final shingle should be
covered with cement. Prior to application in cold weather,storing the shingles in a heated area will allow for
easier bending.
NOTE:SHINGLES MUST BE APPLIED PROPERLY.THEYARE DESIGNED FOR USE AS HIP AND RIDGE
SHINGLES ONLY,AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO
RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO
PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER
VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS.REVIEW
ALL APPLICABLE BUILDING CODES,MINIMUM PROPERTY STANDARDS,AND REQUIREMENTS PRIOR
TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS.
vs• 1 � 1-
(14 rni t�3 mm)
TAPER CUT
5 35'
f752rnm)
PRI Construction Materials Technologies,LLC.6412 Badger Drive Tampa,FL 33610 Tel:613-621-5777 Fax:813-621-5840 e-mail:materialstesting@pricmtcom WebSite:http:/A+ww.pricmtcom
IKO
Installation Instructions for
Asphalt Shingles
Page 5 of 5
IKO Leading Edge Plus Application Instructions
(ASTM D3161, Class F—IKO Leading Edge Plus)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required.
2. Each 39 3/8"x 131/4"(1000 mm x 336 mm)IKO Leading Edge Plus strip is perforated lengthwise for
separation into two(2)shingles.Take one IKO Leading Edge Plus strip and fold flat at perforation to
separate.
3. Take one of the separated shingles 39 3/8"x 6 5/8"(1000 mm x 168 mm)and remove approximately
20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up,with the
factory installed sealant adjacent to the eaves.The shingle should overhang the rake edge and eaves
by a nominal 1/4"(6 mm)minimum. Fasten the shingle to the roof deck with nails located 3"to 4"(75
mm to 100 mm)from the eave edge and 1" (25 mm)in from each end.
4. Take the leftover 20"(500 mm)piece shingle.Rotate the piece and align it vertically up the rake edge
with the factory installed sealant adjacent to the outer edge of the roof.The shingle should overhang
the rake edge by a nominal 1/4"(6 mm)minimum.Fasten the shingle to the roof deck with fasteners
located 3"to 4"(75 mm to 100 mm)from the rake edge and 1" (25 mm)in from each end.
5. Repeat Steps 3—4 for the right lower corner of the roof deck.
NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge,with at least
3/8"(9 mm)diameter heads,long enough to penetrate through plywood or 3/4"(20
mm) into boards. Use 4 nails per shingle placed 3"to 4"(75 mm to 100 mm)from
the eave edge and approximately 1"and 13"(25 mm and 330 mm)in from each end.
6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck.Install
the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles
should overhang the rake edge and eaves by a nominal 1/4"(6 mm)minimum.Fasten the shingles to
the roof deck with nails located 3"to 4"(75 mm to 100 mm)from the eave edge,4 nails per shingle.
7. Apply roof shingles as per the instructions printed on each product's package.Make certain the first
course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way,
the sealant on the IKO Leading Edge Plus shingles will adhere to the first-course field shingles and
help keep them from lifting in high winds.
PRI Construction Materials Technologies,LLC.6412 Badger Drive Tampa,FL 33610 Tel:813-621-5777 Fax:813.621-5840 e-mail:matedalstesting@pdcmtcom WebSite:http://www.pdcmtcom
<,..,FM
FM Approvals Slrnil,rrflh.• i1<,:i:b::7Gmun
1151 Boston-Providence Turnpike
P.O.Box 9102 Norwood,MA 02062 USA
T:781 762 4300 F:781 762 9375 www.fmapprovals.com
May 3,2015
Mr.Donald Shaw
IKO Industries,Ltd.
40 Hansen Road South
Brampton,Ontario L6W 3H4
Canada
Customer ID: 1000000686
Subject: IKO Industries Ltd.'s FM Approved asphalt roof shingles
Dear Mr.Shaw,
This letter is being written following in regards to your recent inquire regarding verification of the ASTM
D3161 testing of IKO Industries Ltd's asphalt roof shingles. IKO's shingles that are FM Approved have
been tested in accordance with ASTM D3161 (reports 3040947 and 3038510).
FM Approvedproducts:
IKO Industries Ltd. Crowne Slate,Cambridge,Hip&Ridge 12,Marathon 25 AR,Marathon
Ultra AR,Cambridge IR,Leading Edge Plus,Cambridge HD,Marathon
25,Hip&Ridge Plus,Dynasty with ArmourZone
Canroof Corporation,Inc. Biltmore,Hip&Ridge 12(CRC),Superglass 25 M AR,Superglass
Ultra AR, CRC Hip&Ridge Plus
Please be advised that shingles noted above tested to previous versions of ASTM D3161 continue
to meet the test criteria of the current version of ASTM D3161.
If you have any questions please do not hesitate to contact me.
Very truly yours,
r ,1161JL
David L.Alves Phillip J.Smith
Senior Engineer-Materials Group Principal Engineer-AVP
FM Approvals FM Approvals
1151 Boston-Providence Turnpike
Norwood,MA 02062
T:781 255 4856
E:david.alves@fmapprovals.com
X FSI CE <c >us
APPBUV>) APHNE
<FM Aloorovals°
FM Approvals
1151 Boston-Providence Turnpike
P.O.Box 9102 Norwood,MA 02062 USA
T:781762 4300 F:781 762 9375 www.fmapprovals.com
May 6,2015
Mr.Donald Shaw
IKO Industries,Ltd.
40 Hansen Road South
Brampton,Ontario L6W 3H4
Canada
Customer ID: 1000000686
Subject: IKO Industries Ltd.'s glass reinforced asphalt roof shingles
Dear Mr. Shaw,
This letter is being written following in regards to your recent inquire regarding verification of the ASTM
D3462 monitoring IKO Industries Ltd's glass reinforced asphalt roof shingles. IKO's shingles that are FM
Approved and/or Specification Tested Listed are monitored by FM Approvals for compliance with ASTM
D3462. They continue to meet this standard.
If you have any questions please do not hesitate to contact me.
Very truly yours,
✓ - 0L1V_41ft--Y7__
David L.Alves Phillip J.Smith
Senior Engineer-Materials Group Principal Engineer-AVP
FM Approvals FM Approvals
1151 Boston-Providence Turnpike
Norwood,MA 02062
T:781 255 4856
E:david.alves(c;�,finapprovals.com
CE
<9> cns i ,ate
>ARPRM APR OVID
IM Aloorovals"
FM Approvals
1151 Boston-Providence Turnpike
P.O.Box 9102 Norwood,MA 02062 USA
T:781 762 4300 F:781 762 9375 www.fmapprovals.com
April 15,2015
Mr.Donald Shaw
IKO Industries,Ltd.
40 Hansen Road South
Brampton,Ontario L6W 3114
Canada
Customer ID: 1000000686
Subject: IKO Industries Ltd.'s FM Approved and Specification Tested asphalt roof
shingles
Dear Mr.Shaw,
This letter is being written following in regards to your recent inquire regarding verification of the ASTM
El 08 testing of IKO Industries Ltd's asphalt roof shingles. IKO's glass and organic shingles that are FM
Approved and Specification Tested have been tested in accordance with ASTM E108. I have arranged the
shingles by category.
FMA rovedproducts:
IKO Industries Ltd. Cambridge,Cambridge HD,Marathon 25,Marathon 25 AR,Marathon
Ultra AR, Superglass Ultra AR,Crowne Slate, (IKO)Hip&Ridge 12,
Hip&Ridge Plus,Dynasty with ArmourZone,Cambridge IR,Leading
Ede Plus
Canroof Corporation,Inc. Biltmore,Biltmore AR,Superglass 25 M AR,Superglass Ultra AR,
(CRC)Hip&Ride 12, CRC Hip&Ridge Plus
Specification Testedproducts:
IKO Industries Ltd. Cambridge AR Dual Black,Royal Estate,Marathon 20,Armour Starter,
Armourshake,Roofshake HW
Canroof Corporation,Inc. Biltmore AR Dual Black,Superglass 20,Biltmore AR
Please be advised that shingles noted above tested to previous versions of ASTM E108 continue
to meet the test criteria of the current version of ASTM E108.
If you have any questions please do not hesitate to contact me.
Very traiy your,
✓ .�,, ' ,
David L.Alves Phillip J.Smith
Senior Engineer-Materials Group TTM-AVP
FM Approvals FM Approvals
C ,EF c iu
AP,PRUVED APABUVfD