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FL# FL2569-RIZ I
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Soprema,Inc. (Canada) Ii
Address/Phone/Email 1640 rue Haggarty � i
Drummondville,NON-US 00000
(819)478-2400
memathieu@soprema.ca
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Authorized Signature Marc-Etienne Mathieu
memathieu@soprema.ca ,I
Technical Representative Marc-Etienne Mathieu
Address/Phone/Email 1688 Jean-Berchmans-Michaud
Drummondville, NON-US 00000
(819)478-2400 Ext 33271;
memathieu@soprema.ca
Quality Assurance Representative lean-Francois Cote,Ph.D. it
Address/Phone/Email 1640 nae Haggarty
Drummondville
(888)811-3145
jfcote@soprema.ca
Category Roofing
Subcategory Underlayments
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Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received '
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Florida Engineer or Architect Name who developed Robert J.M. Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC it
Quality Assurance Contract Expiration Date 07/17/2020
Validated By John W. Knezevich,PE
Validation Checklist- Hardcopy Received
Certificate of Independence X569 R1_2 COI 2017 OS COI Nieminen, df
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Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 I 2009
ASTM D6163 i 2000
ASTM D6164 2005
FM 4474 2004
FRSA/TRI April 2012(04';12) 2012
TAS 103 1995
TAS 110 i 2000
UL 1897 I 2004
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htm_//w-,,vw.floridabuilding.ora/pr/pr app_dtl.aspx?pararn=wGEVXQiiiv gsKQFEnckB 10... 11/1/2017
Florida Building Code Online Page 2 of-)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D l
Date Submitted 06/12/2017
Date Validated 0611312017
Date Pending FBC Approval 06/15/2017
Date Approved 08/08/2017
Date Revised 10/09/2017
Summary of Products
FL# Model,Number or Description
Name j
2569.1 Soprema Roof Self adhering roof underlayments !
Underlayments
Limits of Use Installation Instructions '
Approved for use in HVHZ:No FL2569 R12 11 2017 06 FINAL ER I'SOPREMA CA UNDERLAYMENTS FL2569-
Approved for use outside HVHZ:Yes R12.pdf I '
Impact Resistant:N/A Verified By: Robert Nieminen, P.E. PEi 59166
Design Pressure:+N/A/-150 Created by Independent Third Party:Yes
Other: 1.)Refer to ER Section 5 for Evaluation Reports
Limits of Use.2.)The design pressure FL2569 R12 AE 2017 06 FINAL ERI SOPREMA CA UNDERLAYMENTS FL2569-
noted herein pertains to underlayment R12.pdf I'
systems used beneath adhesive-set tile Created by Independent Third Party:!Yes
systems. Refer to ER Section 5.6.4 for ;1
details.
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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::Rerund 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.Howeveri'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:
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ hDgsKQFEnckB 10... 11/1/2017
EXTERIOR RESEARCH&DESIGN, LLC.
Certificate of Authorization#9503
353 CHRISTIAN STREET,UNIT#13
` !E I OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
Soprema,Inc. Evaluation Report S18010.06.09-R10
1640 rue Haggerty FL2569-1112
Drummondville,Quebec J2C 5P8 Canada Date of Issuance:06/15/2009
(819)478-2400 ! Revision 10:06/12/2017
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 lbeen 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. it
DESCRIPTION: Soprema 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 products)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in
advertising literature. if any portion of the E\ialuation 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.
I I
This Evaluation Report consists of pages 1 through 7.
Prepared by:
RobertJ.IVI.Nieminen P.E. ThefacsimHeseal appearingwas authorized byRobert Nieminen,
�'�'••'A'^^`•`."'^:•' P.E.on 06112/2017.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCAANE1983 r� y'
g �,��'r, ri li�,�.` daument.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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. i
2. TrinitylERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are,rin 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.
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RIKIN;Els
ROOFING COMPONENT EVALUATION:
1. SCOPE:
1
Product Category: Rooting
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the
following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 ; 2004
1504.3.1 Wind Uplift UL 1897 I 2004
1507.2.4,1507.2.8, Physical Properties ASTM D1970 2009
1507.2.9.2,1507.4.5.1,
1507.5.3,1507.7.3
1507.11.2 Physical Properties ASTM D6163 2000
1507.11.2 Physical Properties ASTM D616,4 2005
1523.6.5.2.1 Physical Properties TAS 103 1995
TAS 110 Accelerated Weathering TAS 110 2000
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
Engiy Examination Reference Date
ERD(TST6049) ASTM D1970/TAS 110 29 68.05.042 05/14/2004
ERD(TST6049) Physical Properties 2757.02.05' 02/03/2005
ERD(TST6049) ASTM D1970/TAS 110 2974.03.05-2 05/17/2005
ERD(TST6049) Wind Resistance 2778.07.05 ! 07/15/2005
ERD(TST6049) Wind Resistance 2779.11.05-R1 04/18/2007
ERD(TST6049) TAS 103/TAS 110 S7120.11.07-2 11/02/2007
ERD(TST6049) ASTM D1970/TAS 110 S13190.02.09-RI 04/01/2010
ERD(TST6049) ASTM D1970/TAS 110 531370.03;.10-1-R1 04/07/2010
ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.10-R1 09/09/2010
ERD(TST6049) Physical Properties/Tensile Adhesion 511150,05.09-R2 i 10/05/2010
ERD(TST6049) ASTM D1970 S37210.11111 11/09/2011
ERD(TST6049) ASTM D1970 540540.02-.13-1 02/19/2013
ERD(TST6049) Physical Properties/Tensile Adhesion S43530.02.14-1 02/21/2014
ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SOPC-SC8520.14 04/17/2015
ERD(TST6049) Wind Resistance SOPC-SC14045.05.17-R1 06/07/2017
M-D(CER1592) HVHZ Compliance 15-0508.04 09/24/2015
ICC-ES(EVL2396) 2015 IBC Compliance ESR-1524, 03/01/2017
PRI(TST5878) Physical Properties SOP-064-02-01 1 12/03/2013
Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH PLY 40 05/29/2015
UL,LLC(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Lastobond TU HT is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof
underlayment.
4.2 Lastobond Shield is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof
underlayment available in two widths;36 and 45 inch.
4.3 RESISTO SA SMOOTH PLY 40 is a self-adhering, woven polyethylene surfaced,SBS modified bitumen roof
underlayment;available in 3.3 ft x 65 ft rolls.
i
Exterior Research and Design,LLC. Evaluation Report 518010.06.09-R10
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL2569-R12
Soprema,Inc. ; Revision 10:06/12/2017
Page 2 of 7
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TRINI 17 Y4 ERD
4.4 Lastobond Shield HT is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified
bitumen roof underlayment.
4.5 Lastobond Pro HT-N is a self-adhering, woven polyethylene surfaced, ;,SBS modified bitumen roof
underlayment available in two widths;36 and 45 inch. I,
4.6 Lastobond Pro HT-S is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified
bitumen roof underlayment.
4.7 Lastobond 195 is a self-adhering, glass-mat reinforced, sand-surfaced, 'SBS modified bitumen roof
underlayment.
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4.8 Lastobond Eaves Protection Sheet is a self-adhering, glass-mat reinforcedl, sand-surfaced, SBS modified
bitumen roof underlayment.
4.9 Lastobond Eco is a self-adhering, glass-mat reinforced, sand-surfaced,+ SBS modified bitumen roof
p
underlayment.
4.10 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen
roof underlayment.
4.11 RESISTO LB1236 is a self-adhering, glass-mat reinforced, sand-;surfaced SBS modified bitumen roof
underlayment,with a 36-inch sheet width.
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4.12 PrimeSource Grip-Rite Eave &Valley Protector is a self-adhering,glass-mat reinforced,sand-surfaced,SBS
modified bitumen roof underlayment,with a 36-inch sheet width.
4.13 RESISTO LB1244 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof
underlayment,with a 44-inch sheet width.
4.14 Colphene FR GR is a self-adhering, fiberglass reinforced, granule surfaced, SBS modified bitumen roof
underlayment.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P:E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Soprema Roof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approval documents. If not listed, a request may be made'to the Authority Having
Jurisdiction for approval based on this evaluation combined with,supporting data for the prepared roof
covering.
5.5 Allowable roof covers applied atop the underlayments are follows-
TABLE 1: ROOF COVER OPTIONS 1
Asphalt Nail-On Foam-On Metal Wood Shakes& Slate
Underlayment Shingles Tile Tile 1 Shingles
Lastobond TU HT Yes Yes Yes Yes Yes Yes
See 5.5;1
Lastobond Shield/Pro HT-N/ Yes No No 'i No Yes Yes
RESISTO SA SMOOTH PLY 40
Lastobond Shield HT/Pro HT-S Yes No No Yes Yes Yes
Lastobond Eaves Protection
Yes No No 'No Yes Yes
Sheet/Lastobond 195
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Exterior Research and Design,LLC. Evaluation Report S18010-06-09-1110
certificate of Authorization 119503 FBC NON-HVHZ EVALUATION FL2569-1112
Soprema,Inc. Revision 10:06/12/2017
Page 3 of 7
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TRIN4( ERD 1: ROOF COVEOPTIONS
Underla ment Asphalt Nail-On Foam-On Wood Shakes&
Y Shingles Tile Tile ;) Metal Shingles Slate
�Lasto on ECD
L61236 p_itv�y&Ualley _ Yes No No ( No, Yes Yes
i Protector/vRES(S�TO.L81244
Lastobond Smooth Sea(HT Yes No No Yes Yes Yes
Colphene FR GR Yes Yes Yes I No Yes Yes
See 5.5.1
5.5,1 "Foam-On Tile" is limited to use of the following adhesives unless tensile adhesion/long term aging data
from an accredited testing laboratory is provided.
Underlayment Adhesive(s) li
Lastobond TU HT ICP Adhesives"Polyset AH-160"(FL6332);Dow Chemical"TileBon&-Roof Tile Adhesive"(F1.717)
Colphene FR GR ICP Adhesives"Polyset AH-160"(FL6332)
5.6 Allowable substrates are noted below: j
5.6.1 Direct-Bond to Deck:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro
HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
LB1236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Lastobond Smooth Seal HT applied to:
y Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed,'OSB;Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
Colphene FR GR applied to:
r' Plywood;ASTM D41 primed plywood;ASTM D41 primed structural concrete.
Note:
While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends
priming with Elastocol Stick or Elastocoi 600c if the final roof cover is not slated for installation within
24 hours.
e Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to
installation of the self-adhering underlayment.
5.6.2 Bond-to-Insulation:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro
HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
LB1236, Grip-Rite Eave&Valley Protector, RESISTO LB1244,Lastobjond Smooth Seal HT or Colphene FR GR
applied to:
> Dens Deck Prime;SECU ROCK 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 the systems(Lastobond TU HT only), insulation attachment shall be designed by a qualified
design professional and installed based on testing of the insulation/underlayment system in accordance
with FM 4474,Appendix D or TAS 114,Appendix J.
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Exterior Research and Design,CLC. Evaluation Report 518010.06.09-1110
Certificate o}Authorization M03 FBC NON-HVHZ EVALUATION 'I FL2569-R12
Soprema,Inc. Revision 10;06/12/2017
I Page 4 of 7
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5.6.3 Bond to Mechanically Attached Base Laver:
Lastobond Shield, Lastobond Pro HTA RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro
HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
LB1236,Grip-Rite Eave&Valley Protector, RESISTO L61244, Lastobond Smooth Seal HT or Colphene FR GR
applied to:
i ASTM D226,Type I or 11 felt;Sopra-G;Modified Sopra-G.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on the systems (Lastobond TU HT only),
base layer shall be attached in accordance with FRSA/TRi April 2012(04-12).
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRi April 2012 (0412)
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 the 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)or'FBC 1609 for determination of design wind
pressures. !
5.6.4.1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)Elastocol Stick,Elastocol 600c or RESISTO EXTERIOR PRIMER
I Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered.
5.6.4.2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Elastocol 600c
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered.
5.6.4.3 Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood.(may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
i Primer: (Optional)RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT, self-adhered, shall be thoroughly roll using hand roller and/or
weighted roller to ensure there are no voids, and ensure there are no voids/bridging at
side and end-laps.
5.6.4.4 Maximum Design Pressure=-60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin
caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three (3),
equally spaced rows in the center of the sheet.
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered
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Exterior Research and Design,U.C. Evaluation Report 518010.06.09-1110
Certificate afAuthorization#9503 FBC NON-HVHZ EVALUATION . F1.2569-1112
Soprema,Inc. Revision 10:06/12/2017
Page 5 of 7
Florida Building Code Online Page 1 of 2
BCIS Home -Log In User Registration HotTOPICS Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
A} ct Approval
USER:Public
er
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Product Approval Menu>Product or Application Search>Application Lis[>Application Detail
FL w FL10674-1112
Application Type Revision
Code Version 2014 j
Application Status Approved it j
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
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Comments
Archived d
Product Manufacturer Owens Corning
Address/Phone/Email One Owens Corning Parkway)
Toledo,OH 43659
(740)404-7829
greg.keel er@owenscorning.cbm
Authorized Signature Greg Keeler
greg.keeler@ ow ensco rni ng.com
I Technical Representative Mel Sanc2nt ,
i
Address/Phone/Email 1 Owens Corning PKWY
Toledo,OH 43659
(419)376-8360
mel.sancrant@owenscomig.com
Quality Assurance Representative
Address/Phone/Email 1
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 05/16/2020
!I Validated By John W. Knezevich,PE
Validation Checklist- Hardcopy Received
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Certificate of Independence F110674 R12 COI-2-Q-16-011'COI Niel inen.pdf
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Referenced Standard and Year(of Standard) Standard Year
i{ ASTM D3161 2009
i I,
ASTM D3462 2009
ASTM 07158 2008
Equivalence of Product Standards 1
Certified By
Sections from the Code
http://www;floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2b... 8/4/2017
Florida Building Code Online Page 2 of 2
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Product Approval Method Method 1 Option D
Date Submitted 04/18/2016
Date Validated 04/19/2016
Date Pending FBC Approval 04/20/2016
Date Approved 06/08/2016
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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 II I.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL10674 R12 111 2016 04, FINAL ER OC ASPHALT
Approved for use outside HVHZ:Yes SHINGLES FL10674-R12.Ddf
impact Resistant:N/A Verified By: Robert].M. Nieminen PE-59166
Design Pressure: N/A Created by Independent Third Party:Yes
Other: Refer to ER,Section S. Evaluation Reports
FL10674 R1_2 AE2016 04 FINAL E_R OC ASPHALT
SHINGLES_FL10674-R12.odf
Created by Independent Third Party.Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phonl:850-487-1II24
The State of Florida is an AAIEEO 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 responsejto a publirrecords request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have an)1qustions,please contact 350.487.139S.'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 45S,F.S.,please click here.
Product Approval Accepts:
Cred;t Gard
Safe
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http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDdtBNbEY5,V%2b... 8/4/2017
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E)(TERIOR RESEARCH&DESIGN, LLC.
I Certificate ofAuthoriration x9503
I 7 E 353 CHRISTIAN STREET, UNIT#13
OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-R7
One Owens Corning Parkway FL10674-1112
Toledo,OH 43659 'Date of Issuance:02/06/2012
Revision 7: 04/18/2016
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Ftocida.The documentation submitted has',lbeen 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 5"' Edition (2014) Florida Building Code
sections noted herein.
.I'
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein. �I ;
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 IERD,requires a complete
review of this Evaluation Report relative to updated Code requirements with each'ICode 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 Bulilding Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
`,`tgt;tnrun.
1.0.
ten-.F,
Robert J.M.Nieminen,P.E. ':•'�+`r` The facsimile seal appearing was authorised by Robert Nieminen,
P.E.on wimo16.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. Trinitv[ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in'any company manufacturing or
distributing products it evaluates.
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2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distrib,uting 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.
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ROOFING SYSTEMS EVALUATION:
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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. j
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 i� i 2008
3. REFERENCES:
Enti Examination Reference Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007
UL LLC(CER9626) Physicals&Wind Resistance 20120516-1124531 05/16/2012
UL LLC(TST9628) Physical Properties 06CA20263 I! 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,112453 Exp.08/20/2017
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles: j
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 DevonshireT'are fiberglass reinforced,5-tab asphalt roof shingles.
it 4.1.4 Duration', TruDefinition Duration, Duration Premium Cool, Trubefinition' Duration' Designer Color
Collection, TruDefinition'Oakridget, Oakridge' and WeatherGuard' HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard- HP Hip;& Ridge'shingles, ProEdge Hip & Ridge
Shingles and DuraRidgel Hip&Ridge Shingles.are fiberglass reinforced,hip and ridge lasphalt roof shingles.
4.3 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity[ERD nor Robert Nieminen, P.E. are, in any way, the
j Designer of Record for any project on which this Evaluation Report, or;,previous-versions thereof,is/was used
i; 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
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for fire ratings of this product.
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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
use in all wind zones up to Vasd= 150 mph (V„h=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 use in all wind zones up to Vasd=150 mph (V,,lt=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. I
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5.4.4 Refer to Owens Corning published information on wind resistance and llnstallation 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. j
6. INSTALLATION:
6_1 UnderlaVment:
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 Sectionsi'1507.2 or 11905.2, with the following
exceptions:
v Berkshire shingles require minimum five(5)nails per shingle.
o WeatherGuard HP shingles require minimum six(6)nails per shingle.
> DevonshireTM'shingles require minimum six(6)nails per shingle. it
b 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 hot permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
Felt underlavrnent Deck Neck Self�dhered
Felfundedaymxnl
Self-adhered V.'aathartock:•;
undedayment
Weal[erl-ocV
6.
his_ 'I Drip edge
Drip_ Drip edgep—
i
edge �t'!: [trip—
edge
'•`;
it
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j y 'Nails located �� __Nash lowtcd
2•-3•'from eave 2=3"from eave
hrstall first Self-sealing adhesive Set%e4ng adhesive
Starter Strip instal first Starter S:rip FEas
Strip \% positioned along eave positioned along cava
shingle Willi
with 6"wmotred------i 4•`•�;
G••removed
Starter Strip shingle overhangs eaves and rakes!%<"r?'i - Starter Strip Pius overhangs eaves and rakes 1f4"-3.+4'
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6.2.6 Minimum Nailing—Classic°&Supreme:
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Normal Mansard or Area para Normal Mansnrd or Area para
Wind Areas High Wind desvanos y Wind Areas High Wind desvanes y
Area para vientos rtannales Areas vianras fuertes Area para vfehYus normalEs Areas vientos fuertes
t^; t° (A) t'.it J t z^
11" .�Ott^ I : ✓i .-12 t 4:1 / 12 t
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W Exposure 5 WS'Exposure
Etrposician
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6.2.7e Minimum Nailing—Berkshire°:
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Sealant birip Sealant strip
La fire do se➢ader !''a[6a de selfatlor
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a
1' 81h" 81" N VP 8w, f V 81Y"
1"
o
a
Standard Fastening Pattern ;6-Nail Fastening Pattern
Sealant strip
La gra da saJlador
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�-----------oma >0 aa ->o�
TRINITY ER
6.2.8 Minimum Nailing—Devonshire"•':
r '
7"
7 Clx•+as I
Nails
exposure
Exposici n de 5-5/8 pulg Sealant location
Ubicacitin del sellador
F.
Ten V Spots of Asphalt Roof Cement
Standard 6-Nail Fastening Pattern Mansard;or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing—Duration®,Tru Definition° Duration, Duration° Premium Cool &TruDefinition'Duration'
Designer Color Collection:
4-Nail Fastening Pattern 6•Nail Fastening Pattern
sureNylS tastenmg are width ' gureYaiti)futening area lYi097
Nall TyPtot Naa Typical
72 I � 12
F=4
F- F� F
'..
1111 1
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
s,retmnr�rne .g.re3•.;rh
--- tlJil.TrpEml
sr x s sn^
Fl:..
Four 7':pcis o1 AaFhalt Reeling CeR:enl
Mansard or Steep Slope Fastening Pattern
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Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7
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6.2.1 Minimum Nailing—TruDefinition'Oakridge°,Oakridge°:
4 Nell Pattern 6 Nail Pattern
Fsauerna con d davos Esquema con S c4avos
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Imo— YG' 12 alt
F
5 518"ExposureRads 5 516"Expos. fJaiis
rvpnsiciorrde55lSpulg. Gaya; Exposicidnde55/Spalg. 5518eExposuie Clayos 55/R"E7postf
Fxpositi6n de 5515 puig CXpaSiG{On de SJISpurg
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Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slope_a Greater7han 21:12 j
—SurSlal11,113111119—1•IIdlh j
VVI,Typical
f— --
s
1 - 2L -
Q-f:B
! Faur 1'SPola c�p!ma g>Qlfnlj Cymenl jj i
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard°HP: !
i.
do wsw
V&910 Uwe
� j I
r�iasalNdlLkvb
�fak�s�l�3n
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Exterior Research and Design,U.C. Evaluation Report 037940.02.12-R7
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6_3 Hip&Ridge Shingles:
6.3.1 Installation of Berkshirep Hip and Ridge Shingles, High Ridge, Weathe�Guard�HP Mpland Ridge Shingles and
ProEdge Hip&Ridge Shingles shall comply with the manufacturer's current published''instructions,using four
(4) nails per shingle. Installation of DuraRidgel Hip & Ridge Shingle's shall comply with the manufacturer's
i current published instructions, using two (2) nails per shingle. i Refer to Owens Corning published
information on wind resistance and installation limitations, including the,'use of hand-sealing for wind
warranties.
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 — Fig 2
Direnian J `�•,fi'; fVp{nL`.v SJeViev i
I.
nails 'l ', astsPima
•Q\. �'�'. I I Z' lapLm inalal
v tl tl v I � i 1
ExNasurc � Elul � I
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6.3.4 Minimum Nailing—WeatherGuard°HP Hip and Ridge:
Fig.C Hip&Ridge Shingle Fastening
Fig.A _ g'
Prcvoiling WaW /%'+� Topftvi
Olrrnthn ,a I�
nails%
ftalL
\� `A`\ I !QUI -T-e�•
i
Y D t 4I I �
� Esposute �� V Exposuro'
it it
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Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
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6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Frevai@ing Standara! N
Wind Direction Fastening I
Sealant Strip .-. Pattern I
6"Exposure �• _ter'' rI•-y
12 11. 1r Sealant
Fasten 71f=" 7'1=
I 6"Exposure I
j Cover Exposed
0 Fasteners with +.
1 Roof Cement 12°
6.3.6 Minimum Nailing—DuraRidgeT" 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.
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FY'4t�lEag1�11<10irudui TopVieia
Diracci4n dxnin�ns4 ativ:,nc Vne w pl-n
Wrocaond4l-,ionto-pr4d-"irunco t-7II" IVisrasupenor I'I.e.y
NA
7I/0
;'�'�+. � 41crisC�utmrta u{:flail_-._®`' ca
tt,lou:
} rE�ascr- II ulv.3 i
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7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality As"surance Agency noted
herein.
'I 7.2Asphalt shingle wrappers shall indicate compliance with one of the r,equiredi classifications detailed in FBC.
Table 1507.2.7.1/R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
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As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
j this product.
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9. MANUFACTURING PLANTS:
�i Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements. l
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(414)248-6409; karen.buchmann@ul.com
- END OF EVALUATION REPORT- I�
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Exterior Research and Design,L.L.C. (Evaluation Report 037940.02.12-R7
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