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x_y = FL# FL2569-R14
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Soprema,Inc. (Canada)
Address/Phone/Email 1640 rue Haggarty
Drummondville,NON-US 00000
(819)478-2400
memathieu @sop rema.ca
Authorized Signature Marc-Etienne Mathieu
memath ieu@ s o p rema.ca
Technical Representative Marc-Etienne Mathieu
Address/Phone/Email 1688 Jean-Berchmans-Michaud
Drummondville,NON-US 00000
(819)478-2400 Ext 3327
memathieu @sopre ma.ca
Quality Assurance Representative Jean-Francois Cote, Ph.D.
Address/Phone/Email 1640 rue Haggarty
Drummondville
(888)811-3145
jfcote@soprema.ca
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
i2.1 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert J. I.1. Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W. Knezevich,PE
:1;I:" Validation Checklist-Hardcopy Received
Certificate of Independence FL2569 R14 COI 2018 01 COI NIEMINEN.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM D4798 2011
ASTM D6163 2008
FM 4474 2011
FRSA(tRI April 2012(04-12) 2012
UL 1897 2012
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKQFEnckB 10... 4/20/2018
Florida Building Code Online Page 2 of 2
•
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/12/2018
Date Validated 02/14/2018
Date Pending FBC Approval 02/17/2018
Date Approved 04/10/2018
Summary of Prodicts
FL# Model,Number or Description
Name
2569.1 Soprema Roof Self adhering roof underlayments
Underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL2569 R14 II 2018 02 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569-
Approved for use outside HVHZ:Yes R14.gf
Impact Resistant:N/A Verified By: Robert Nieminen,P.E. PE-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 R14 AE 2018 02 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569-
noted herein pertains to underlayment R14_pdf
systems used beneath adhesive-set tile Created by Independent Third Party:Yes
systems. Refer to ER Section 5.6.4 for
details.
'Bock( fNextt
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,FS.must provide the Department with an email address if
they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you area 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=wGEVXQw1DgsKQFEnckB 10... 4/20/2018
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01 e
P 1 Certificate of Authorization#32455
4
353 Christian Street, Unit#13
\ 4 Oxford,CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
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Soprema,Inc. Evaluation Report S18010.06.09-R12
1640 rue Haggerty FL2569-R14
Drummondville,Québec J2C 5P8 Canada Date of Issuance:06/15/2009
(819)478-2400 Revision 12:02/12/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Soprema Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to
the product(s),the Quality Assurance or the production facility location(s). NEMOIetc. 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 "NEMO Ietc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by: ,tUp:zjren,`N'
-•,^3SC'i=atria_-•• 't.�
.' ,•;"*57-A:7"-°-:.:`/P1
° ;tri:
Robert J.M.Nieminen,P.E. ,.,%<':,•%.*,-- The facsimile seal appearing was authorized by Robert
'%rF,S` •:;-•••"c`•:r Nieminen,P.E.on 02/12/2018.This does not serve as an
Florida Registration Na 59166,Florida DCA ANE1983 `:=_',,.i „t�` electronically signed document
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC,LLC does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMO Ietc. 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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-4''' N EMO I etc.
ROOFING COMPONENT EVALUATION:
I'. t„.::;..,R. 4 3'.,.-" - "'' '"ate%W,. "*":-.. - 'se-.7 tea-,-,, r. .'we. *ftr4t. ..vw.';,;;;?- ? -..- " +s« -wwr r n^ --
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the
following sections of the 6th Edition (2017) 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.
71;:'-i)-4-4,--'-:' r;
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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;meets ASTM D1970.
4.6 Lastobond Pro HT-S is a self-adhering,woven polyethylene surfaced, high temperature,SBS modified bitumen roof
underlayment;meets ASTM D1970.
4.7 EnviroShield is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof
underlayment;meets ASTM D1970.
4.8 Lastobond 195 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment;
meets ASTM D1970.
4.9 Lastobond Eaves Protection Sheet is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen
roof underlayment;meets ASTM D1970.
4.10 Lastobond Eco is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment;
meets ASTM D1970.
4.11 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof
underlayment;meets ASTM D1970.
4.12 RESISTO LB1236 is a self-adhering,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof underlayment,
with a 36-inch sheet width;meets ASTM D1970.
4.13 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;meets ASTM D1970.
4.14 RESISTO LB1244 is a self-adhering,glass-mat reinforced,sand-surfaced, SBS modified bitumen roof underlayment,
with a 44-inch sheet width;meets ASTM D1970.
4.15 Colphene FR GR is a self-adhering, fiberglass reinforced, granule-surfaced, SBS modified bitumen roof
underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12).
L%-. r t .I I.. s"-- ..!"--.1'
.r . = swn'. ,.� -' -,,-e..:1$' ,ra.rt '--` v., ,,.«»Y¢'°'"- ,a" „"o-' -'''' ,
t_,.>.:........,:._....�_ _�:>—`.._. ...._- _tie-e.-..:..... :: -.,sem.-.......�. _r.. _,.._ _ .:. �- ...� 8.
5.1 This is a building code evaluation. Neither NEMO ETC, LLC 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 FBC HVHZ jurisdictions.
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:
I-7.4..,Z,Ziriri. '- AV" tr M o, ... .1 4. 'St `4 1
Wood or
Slate or
Asphalt Nail-On Foam-On Composite
Underlayment Shingles Tile Tile Metal Shakes& Composite
Shingles Slate
Lastobond TU HT Yes Yes Yes . Yes' Yes Yes
See 5.5.1
Lastobond Shield/Pro HT-N/ Yes : No No No Yes Yes;.
RESISTO SA SMOOTH PLY 40
Lastobond Shield HT/Pro HT-S Yes No' No Yes Yes Yes
EnviroShield Yes No No Yes Yes Yes
NEMO ETC.LLC Evaluation Report 518010.06.09-R12
Certificate of Authorization#32455 6n{EDITION!(2017)FEC NON-1-11/HZ EVALUATION FL2559-R14
Soprema Roof Underlayments Revision 12:02/12/2018
Page 3 of 8
'4:-' i N Elmo i etc.
5.6.3 Bond to Mechanically Attached Base Layer:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S,
EnviroShield, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
LB1236, Grip-Rite Eave & Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR
applied to:
➢ ASTM D226,Type I or II 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 tile 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(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)or FBC 1609 for determination of design wind pressures.
#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
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered.
#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.
#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.
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.
#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
5.6.4.1 All other direct-deck, adhered Soprema underlayment systems beneath foam-on tile systems carry a Maximum
Design Pressure of-45 psf.
NEN/10 ETC,LLC Evaluation Report 518010.06.09-R12
Certificate of Authorization#32455 6'H EDITION(2017)FOC NON-HVHZ EVALUATION F12569-R14
Soprema Roof Underlayments Revision 12:02/12/2018
Page 5 of 8
S n
NES etca
5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or
exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, 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 ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117.
Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention
Data Sheet 1-29(January 2016)for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Lastobond Eaves Protection Sheet,Lastobond 195,Lastobond Eco,Lastobond Smooth Seal HT,RESISTO LB1236,
Grip-Rite Eave & Valley Protector or RESISTO LB1244 shall not be left exposed for longer than 30-days after
installation.
Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT or Lastobond Pro HT-
S,EnviroShield shall not be left exposed for longer than 90-days after installation.
Lastobond TU HT or Colphene FR GR shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)):
When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
- -.
Underlayment Tile Profile Staging Method Maximum
Slope
Flat Max.10-tile stack 6:12
Lugged Max.10-tile stack 5:12
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
Lastobond TU HT
'-Y
Lugged
Flat Max.10-tile stack •
5:12
Colphene FR GR
Lugged Max.10-tile stack 6:12
MEMO ETC,LLC Evaluation Report S18010.06.09-R12
Certificate of Authorization 432455 6i"EDITION(2017)FBC NON-HVHZ EVALUATION FL2559-R14
Soprema Roof Underlayments Revision 12:02/12/2018
Page 6 of 8
.
'
N Em 0�etc,
6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application, and prime the substrate with Elastocol Stick, Elastocol 500c or
RESISTO EXTERIOR PRIMER (if applicable).
6.3 Lastobond TU HT, Lastobond Shield, Lastobond Pro Hr m, RESIST() SA SMOOTH PLY 40, Lastobond Shield FIT,
Lastobond Pro HT-S,EnviroShield,Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco,Lastobond
Smooth Seal�HT,ReSISTt»LB12a6,Grip-Rite Eave&Valley Protector,RESIST°UB1244orco\pbeoeFR GR:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1e70 underlayment in FBC Table 1507'2.1 for
the type of prepared roof covering to be installed.
6.3.2 Non'TUeApnUcations
While priming is optional,Soprema recommends priming with Elastocol Stick,Elastocol 600c or RESISTO EXTERIOR
PRIMER if the final roof cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of
release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane
tight. Firmly roll the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-inches and
staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps shall be sealed
using either heat-welding or hot air welding techniques.
When installing at slopes above 8:12, Soprema recommends back-nailing in the overlap area at the top of the
sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet over
valley or ridge. Drape and press sheet into place,working from the center of the valley or ridge in each direction.
For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Lastobond TU HI or Colphene FR GR only):
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 foam-on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall
outside the scope of FRSA/TRI April 2012(04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See
Table 2 herein,and Soprema published requirements for tile staging.
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
NEMO ETC,LLC Evaluation Report sum��.09-Rz
Certificate oyAuthorization#3a455 6Th EDITION(2mo)racmom'ovyzEVALUATION Fo569'o14
Suprema Roof unue,|"vm°ms Revision xu:mYz2/zouo
Page rvfx
EMO etc.
Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant Specification • Product(s)
Lastobond Shield,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT,
Drummondville, Lastobond Pro HT-N,Lastobond Pro HT-S,EnviroShield,Lastobond 195,
QC(Canada) ASTM 01970 • Lastobond Eaves Protection Sheet,Lastobond Eco,Lastobond Smooth
Seal HT,RESISTO LB1236,PrimeSource Grip-Rite Eave&Valley
Protector,RESISTO LB1244
ASTM 01970&FRSA/TRI 04-12 Colphene FR GR
Wadsworth,OH Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco,
ASTM D1970 Lastobond Smooth Seal HT,RESISTO LB1236,PrimeSource Grip-Rite
Eave&Valley Protector,RESISTO LB1244
ASTM 01970&FRSA/TRI 04-12 Lastobond TU HT;Colphene FR GR
Gulfport,MS Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco,
ASTM 01970 Lastobond Smooth Seal HT,RESISTO LB1236,PrimeSource Grip-Rite
Eave&Valley Protector,RESISTO LB1244
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
•
NEMO ETC,LLC Evaluation Report S18010.06.09-R12
Certificate of Authorization#32455 61"EDITION(2017)FHC NON-HVHZ EVALUATION FL2559-R14
Soprema Roof Underlayments Revision 12:02/12/2018
Page 8 of 8
Florida Building Code Online Page 1 of 2
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SCIS Home ! Log In + User Registration Hot Topics i Submit Surcharge i Stats&Facts Publications FBC Staff 6CIS Site Map ! Links Search
a ti
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[) 0dtctProva1
USER:Public User
Product4pproval Menu>Product or Application Search>Application List>Application Detail
FL# FL10674-R13
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Owens Corning
Address/Phone/Email One Owens Corning Parkway
Toledo,011 43659
(740)404-7829
greg.keeler@owenscorning.com
Authorized Signature Greg Keeler
greg.keeler@owenscorning.com
Technical Representative Mel Sancrant
Address/Phone/Email 1 Owens Coming PKWY
Toledo,OH 43659
(419)376-8360
mel.sancrant@owenscom ig.com
Quality Assurance Representative
Address/Phone/Email
Category Rooting
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
Validated By John W. Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL10674 R13 COI 2017 01 COI Nieminen.psil
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 2016
ASTM D3462 2010
ASTM D7158 2011
Equivalence of Product Standards
Certified By
Sections from the Code -
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2... 1/15/2018
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 10/10/2017
Date Validated 10/11/2017
Date Pending FBC Approval 10/15/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
10674.1 Owens Corning Asphalt Roofing 3-tab,4-tab,5-tab,laminated,starter and hip&ridge
Shingles and Starters shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL10674 R13 II 2017 10 FINAL ER OC ASPHALT
Approved for use outside HVHZ:Yes SHINGLES FL10674-R13.pdf
Impact Resistant:N/A Verified By: Robert J.M. Nieminen PE-59166
Design Pressure: N/A Created by Independent Third Party:Yes
Other: Refer to ER,Section 5. Evaluation Reports
FL10674 R13 AE 2017 10 FINAL ER OC ASPHALT
SHINGLES FL10674-R13.pdf
Created by Independent Third Party:Yes
!Back] INexti
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AAFEEO 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-mall address released in response to a public-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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you area licensee under
Chapter 455,F.S.,please click here.
Product Approval,.,rr�� Accepts:
1:11:;i1 i - 1 I Itcrc{I E
Credit Card
Safe
<� w
•
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw-tDgtBNbEY5 V%2... 1/15/2018
- EXTERIOR RESEARCH&DESIGN, LLC.
Certificate of Authorization#9503
353 CHRISTIAN STREET,UNIT#13
Mr( ERD OXFORD,CT 06478
(203).262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-R8
One Owens Corning Parkway FL10674-R13
•
Toledo,OH 43659 Date of Issuance:02/06/2012
(740)404-7829 Revision 8: 10/09/2017
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 been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1/R905.2.6.1.
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. TrinityERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity!ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by: „��:,,«,r,,,,,r,,
Robert J.M.Nieminen,P.E. , ,,, ti� The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 i'• Nieminen,P.E.on 10/09/2017. This does not serve as an
electronically signed document.
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.
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.
5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
i II ;ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles,as produced by Owens Corning, have demonstrated
compliance with the following sections of the 6th Edition (2017) Florida Building Code and Florida Building Code,
Residential Volume through testing in accordance with the following Standards. Compliance is subject to the
Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM 03161 2016
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM 07158 2011
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-R2453 05/16/2012
UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006
UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012
UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014
UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014
UL LLC(TST9628) Physical Properties Classification letter 02/13/2014
UL LLC(TST9628) Physical Properties Classification letter 10/02/2015
Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various
UL LLC (QUA9625) Quality Control Service Confirmation Exp.05/16/2020
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic and Supreme are fiberglass reinforced,3-tab asphalt roof shingles.
4.1.2 Berkshire are fiberglass reinforced,4-tab asphalt roof shingles.
4.1.3 Devonshire"'are fiberglass reinforced,5-tab asphalt roof shingles.
4.1.4 Durations, TruDefinitionG Duration, Duration' Premium Cool, TruDefinitions Duration' Designer Color
Collection, TruDefinition'Oakridge, Oakridge and WeatherGuardG HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip&Ridge Shingles:
4.2.1 Berkshire Hip & Ridge Shingles, High Ridge,WeatherGuard HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidgeTM'Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles.
4.3 Accessory Starter Strips:
4.3.1 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
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 FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory
for fire ratings of this product.
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6"1 EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 2 of 8
- T . `ERD
5.4 Wind Classification:
5.4.1 All Owens Corning asphalt 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„It = 194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are
Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the
shingles are acceptable for use in all wind zones up to Vasd=150 mph (V„It=194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies to exposure category B or C, as defined in FBC 1609.4.3, and a mean
roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions
outside these limitations. Contact the shingle manufacturer for data specific to each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C.Rule 61G20-3.
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 61G20-3, per FBC 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 Owens Corning current published instructions, using
minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following
exceptions:
➢' Berkshire'shingles require minimum five(5)nails per shingle.
> WeatherGuard HP shingles require minimum six(6)nails per shingle.
S DevonshireTM shingles require minimum six(6)nails per shingle.
• Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations. -
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
Felt underla''niettt - Deck a Feltunderrayment _ Deck SEtt-adhered
_ _ WeatherLock''
'1i•, Self-adhered %> underlaymertt
_ WeatherLmIt
..',(Cs., �underlayment tit /
:::•!?::. Drip edge
Drip—� Drip edge Drip— y
edg_ 't l. edge l6,•
o
' -Nails lnmted Nab lasted
' 2"-3"irate eave `2'-3'from eave
•
Install first Y'Self-sealing adhesive Ssi-searing adhesive
Starter Stri ":�
rostra r(SS starter Strip Plus
Strip positioned along eave '.\-i' positioned along eave
shingle with \ with 6"removed---
6"removed
Starter Strip shingle overhangs eaves and rakes 12f-1,4" Starter Strip Plus overhangs eaves and rakes 114"-3/4'
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 &v EDITION(2017)FBC NON-NW-1Z EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 3 of 8
HN ERD
6.2.6 Minimum Nailing—Classic®&Supreme:
Standard Metric Sized i
Normal Mansard or Area pare Normal Mansard or Area pare i
Wind Areas High Wind desvanes y Wind Areas High Wind desvanes y j
Area pare vientos normales Areas vientos fuertes , _ Area pare vienros normales Areas vientos fuertes
1' 1" 1" z" 2" 7"
to
MI I cal r i r cal ,,.,� r,> 2- (al r2' �'�
.1.1-- -'-` 11" 1�1s : SCI 112118= .tt=121/8" .1 /... �. 'G
. "l
' 8 I P _ 1 r 2
5"Exposure 65/8"Exposure `•
Exposition Exposition
;i
6.2.7 Minimum Nailing—Berkshire®:
Sealant scrip Sealant strip
/La Lira de saadar /Le lira de seflador
tf 9 !
1" 8 V;e la 9 IT 9 v' 7 8 VY' 1 8 l" 8 1/2" 8 l ' 8 l2" 1
I e
e
e6
t
Standard Fastening Pattern 6-Nail Fastening Pattern
Sealant strip
La t'ra de!WW1,
414-be a--÷v e s----r o 4---------0.•
8 ya' • 8 Vr 8 W' i 8 VP (fi
e A _
2" Asphalt roofing cement
Cemeetc do techo de rdtatto
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC, Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 4 of 8
t1 ® fl ED
6.2.8 Minimum Nailing—Devonshire':
t
ill., 1 711 I 811 I 8,1 811 1 71' 1 . i
r. n
INails
5.5/8"exposure >: - .....1 - 1
Sealant location
Exposition de 5-5/8 pulg Ubicacion del sellador
\\\/
Ten 1"Spots of Asphalt Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinition'
Duration'Designer Color Collection:
4-Nail Fastening Pattern 6-Nail Fastening Pattern
SuIeNauy tastellmg area nldU, Su real fastening Tyv
rung area Cyl
Nat!,Tjplra! Na,!. peal
Li, 72" V. 72" _I7^_ 21
12"
_1 I, 12" 11'
z '"Ib•-,.:rYsaiv a.i: _ r • �"? -o — -^r« _Ot_' 'S,. _ .._ _._•_S(_F _.___ _..__.
6.719'&WI `I 688-6-031
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
Suroral:0 rastnNrg area tooth
r—WU,Typical
_t-i 72' I ' 12- 1' .
1 Four 1-Spots of Asphalt Roof ma Camera
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC, Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL10574-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 5 of 8
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TRINITY' ERD
6.2.1 Minimum Nailing—TruDefinition Oakridge®,Oakridge®:
4 Nall Pattern 6 Nail Pattern
Esquema con 4 clavos Esquema con 6 clavos
1•. 1
r r
I.4— 12 —›-I Imo— r2 — .4 "2- kc--- it--)1q
274 rliikkiteneduti
7 IWVAI
55/8"Exposure Na' 6 Mr sole
a riclIn de 55:5 u(. Nails Ex sicldn do 55/S f. 6 518"Exposure Nails 5 5/B"E sole
P� P 4 Claws po P+?4 Clavus xP°
Exposicien de 566/8polg Expasicccon de 63/Spulg.
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
Surefrli fastening area width
)r Nail,Typical
72" II"
d•11E" Sha"
Four 1"Spots of Asphalt Roofing Content
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard®HP:
1-1° 11'1, Single Side View
Mote Intim,
•
T
Fastaturr Through DWI la*
Cbino Le lame icip*dim
Exterior Research and Design,LLC, Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6n1 EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 6 of 8