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6.2.8 Minimum Nailing—DevonshireT"':
{ n 7a $n 8n $u 7"
j dil clav"s
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5`5/8"exposure
Exposicidn de 5.5/8 pulg Sealant11ocaflon
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I'; Ten V Spots of Asphalt Roof Cament
Standard 6-Nail Fastening Pattern Mansard or Steep'Slope Fastening Pattern
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6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium! Cool & TruDefinition.
Duration Designer Color Collection:
4-Nail Fastening Pattern I'6,Nall Fastening Pattern
SureNmF9 Fastenmp area Mdth i� Sm.NaR*Weningmawldth
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6-18-rs2 61111
Standard Fastening Pattern ill 6-Nail Istening!Pattern
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Fastening for Slopes Greater Than 21:12
FT
�SurmNait']ta,tening Dion ieth
('uaB,lypt�t
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Mansard or Steep Slope Fastening Pattern
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Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate ofAuthorizatlon#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1113
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 5 of 8
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I`ETRINI
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6.2.1 Minimum Nailing—Tru Definition'Oakridge®,OakridgeO:
4 Nall Pattern 6 Nail Pattern �®
I Esquerna con 4 elavos Esquana eon 5 claws
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Imo— W —>-1 Imo-- ,>
5 6.18"Exposureils 5 518"Exposure tdails
Exposlelon de 55/8 prdg. NailsClavas Exposief6n de 55/8 pulg. 5 618"Exposure ; Clavas 5 618"Exposure
Expasrcion de 551fi pu;g Exposiddn de 55/8 pulg.
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Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater-than 21:12 1,i
SUIaf1bi11•lailoninaalUn Witltft ,
1 H 1 Typ Cal i
1 Ir 12 t1" -
ir I
Fou,t"Spats of AsPUI R Ma C-014
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Mansard or Steep Slope Fastening Pattern ,
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6.2.1 Minimum Nailing—WeatherGuard®HP:
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Exterior Research and Design,LLC, Evaluation Report 037940.02.32-R8
Certificate of Authorization 119503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles ( Revision 8:10/09/2017
Page 6 of 8
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FRSs
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6.3 Hip&Ridge Shingles:
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6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuaid¢ HPC Hip and Ridge Shingles
and ProEdge Hip & Ridge Shingles shall comply with the Owens Corningcurrent published instructions,
using four (4) nails per shingle. Installation of DuraRidgeT", Hip & Ridge Shingles shall comply with the
Owens Corning current published instructions, using two (2) nails!per shingle. Refer to Owens Corning
published information on wind resistance and installation limitations, including the use of hand-sealing for
wind warranties.
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6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than IBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing—Berkshire®Hip&Ridge and High Ridge:
I _ I
Fig.1• 99
Fig.2
�l�'ty
`— PrevalWn�Ygnrl
DIrclYbn f% \\�c TonSilleVcav
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ftals-------�-� `A�, -Natls ,�Nails� r
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63.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge:
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Fig.C Hip&Ridge Shingle Fasta"ning
q 4
Fig.A \ TopVlca4
Pmu7lling W 1.d
Q—Dltxlbn A\ I
FioIL^
°"
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Exposure i +
-1 W, EYposure
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Exterior Research and Design,I.I.C. ' Evaluation Report 037940-02.12-RS
I Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVH2 EVALUATION I i F1.10674-1113
l Owens Coming Asphalt Roof Shingles j! I. Revision 8:10/09/2017
! Page 7 of 8
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6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevai8ing Standard
{ Wind DirectionFastening I
I Sealant Strip ,\v P. orn
6'Euposure � �I wI~� I'7
12' sealant
If Fasten 7'li" 7 Yz" Ie
1 6°i:xpaBUfe
Cover Exposed �; I•• 1�
_Fasteners with
Roof Cement I
6.3.6 Minimum Nailing—DuraRidge'@"Hip&Ridge Shingles:
Note:The drawings below pertain to minimum,as-tested attachment require ments.;Refer to Owens Corning
i published installation instructions for their minimum requirements. ', I
Pr¢�ai6ng njDirctd� Top ViEml
j t--Diraiondmiirantedu%wc Vus en plus ;
Dirocdcndol rimta produniraraa �?II I Y ata zaps-*t�T„ f'IH
Iiaik --. ti` a Oi ons Calmng Rru hal ; C,aro
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7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the'required'classifications detailed in FBC
Table 1507.2.7.1/R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in ro order,to P P le' Y rl evaluate the installation of
this product. order
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(631)546-2458;Kanchi.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT-
Exterior
EPORT-Exterior Research and Design,LLC. Evaluation Report 037940.02.12-118
Certificate of Authorization#9503 6'EDITION(2017)FBC NORM-HVHZ EVALUATION FL10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 8 of 8
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Florida Building Code Online Page 1 of 2
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I ^pBCIS Home Log In�i User Registration Hot Topics { Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search}':
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� Product Approval
Rl USER:Public User
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Product ApprovalMenu>Product or Application Sea ct—h>Ap�lica[fon Lfst>Application Detail
N FL# FL2569-1113 j!
Application Type Revision
Code Version 2017 '
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Application Status Approved
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Comments
Archived j
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Product Manufacturer Soprema,Inc. (Canada)
Address/Phone/Email 1640 rue Haggarty I
Drummondville,NON-US 00000 i
(819)478-2400
memathieu@soprema.ca
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Authorized Signature Marc-Etienne Mathieu
memathieu@soprema.ca j
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Technical Representative Marc-Etienne Mathieu
Address/Phone/Email 1688 Jean-Berchmans-Michaud
Drummondville,NON-US 00000 j
(819)478-2400 Ext 33271
memathieu@soprema.ca
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Quality Assurance Representative Jean-Francois Cote,Ph.D.
Address/Phone/Email 1640 rue Haggarty
Drummondville
(888)811-3145
jfcote@soprema.ca j
CategoryRoofing C
Subcategory Underlayments j
i 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 f
Quality Assurance Entity UL LLC I I
Quality Assurance Contract-Expiration Date 07/18/2020
Validated By John W. Knezevich,PE
Validation Checklist-Hardcopy Received
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Certificate of Independence FL2569 R13 COI 2017 01 COI Neminen.pdf
II,
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM 06163 2008
FM 4474 2011
FRSA/TRI April 2012(042112) 2012
j TAS 110 2000
UL 1897 2012
http://www.floridabuilding.oriz/or/pr_app_dtl.aspx?param=wGEVXQwtDgsK' FEnckB 10... 1/10/2018
Florida Building Code Online i Page 2 of 2
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Equivalence of Product Standards
Certified By
` Sections from the Code JJ�
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Product Approval Method Method 1 Option D
Date Submitted 10/09/2017
Date Validated 10/11/2017
Date Pending FBC Approval 10/15/2017
Date Approved 12/12/2017
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SummarV of Products
FL# Model,Number or Description
Name
2569.1 Soprema Roof Self adhering roof underiayments
i Underlayments
Limits of Use Installation Instructions
Approved for use in-HVHZ:'No FL2569 R13 II 2017 10 FINAL ER SOPREhiH CA UNDERLAYMENTS FL2569-
Approved for use outside HVHZ:Yes R13.p>f
Impact Resistant:N/A Verified By: Robert Nieminen,P.E. PE-59166 j
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 R13 AE 2017 10 FINAL ER S( MA. CA UNDERLAYMENTS FL2569-
noted herein pertains to underlayment 1113 pdf T
systems used beneath adhesive-set the Created by Independent Third Party:Yes
I systems.Refer to ER Section 5.G.4 for
details.
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Contac[Us::2601 Blair Stone Rgad,Tallahassee FL 32399 Phdne:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::A_cclessibility 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 question4,iplease contact 850,487,1395.'Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,IF.S.must prcivide 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 theipublic.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
Credit Card
Safe
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littp://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsKQFEnckB10... 1/10/2018
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EXTERIOR'RESEARCH&DESIGN, LLC.
?'Z Certific6te of Authorization#9503
J ; 353 CHRISTIAN STREET,UNIT#13
' TRIN_> IW ERD I' OXFORD,CT 06478
!
(203)262-9245
EVALUATION REPORT
Soprema, Inc. !Evaluation Report S18010.06.09-1311
1640 rue Haggerty ;! (;; 171-2569-1113
Drummondville,Quebec J2C 5P8 Canada Date of Issuance:06/15/2009
(819)478-2400 j Revision 11:10/06/2017
SCOPE:
I
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 Coe, 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
,; rn
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 prodi)ct(s) changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the productichange. 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. Trinit ERD re i fres a complete review of this
I g Y g YI „ q . P
Evaluation-Report relative to updated Code requirements with each Code.Cycle. I .y
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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 ba;done!in its entirety.
INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user'by the manufacturer or
of
its distributors and shall be available for inspection at the job site at the request the Building!Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
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Robert J.M.Nieminen,P.E. '�'•��p•a' � v;: The facsimile sea]appearing was authorized by Robert
ri�s^ `��:�', Niem(nen,P E.on 10/06/2017.This does not serve as an
Florida Registration No.59166,Florida DCA ANE1983 <.,-��=O ,,•
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.
I „
2. Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products lit evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manuf;3cturing'or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E.are,'in any Way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof, is/was used for permitting"or design guidance unless retained
specifically for that purpose.
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s .iff T 6 tl r f+ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
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 Li I�itations J Conditions of Use set forth
-herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1507.1.1,T1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 i;, 2015
1507.3.3 Physical Properties FRSA/TRI April 2012 2012
FRSA/TRI April 2012(04-12) Physical Properties ASTM D6163 2008
TAS 110 Accelerated Weathering TAS 110 j 2000
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3. REFERENCES: II
Enti Examination Reference i Date
ERD(TST6049) ASTM D1970/TAS 110 2968.05.04-2 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 .2778.0,7_D,5 07/15/2005
ERD(TST6049) Wind Resistance 2779.11.05-R1 04/18/2007
ERD(TST6049) TAS 103/TAS 110 S7120.!11.07-21 11/02/2007
ERD(TST6049) ASTM D1970/TAS 110 513190.02.09-R1 04/01/2010
ERD(TST6049) ASTM D1970/TAS 110 S31370.03.10J R1 04/07/2010
ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.10-R1 09/09/2010
ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.09-R2 10/05/2010
ERD(TST6049) ASTM D1970 537210.11.11 I 11/09/2011
'ERD'(TST6049) ASTM D1970 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties/Tensile Adhesion 54353'0.02.14-i', ; 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 ISC14045�05.17-R1 06/07/2017
M-D(CER1592) HVHZ Compliance 15-0508.04r 09/24/2015
ICC-ES(EVL2396) 2015 IBC Compliance ESR-1524 03/01/2017
{ PRI(TST5878) Physical Properties SOP-064-02-01 12/03/2013
Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH PL'P,40 i 06/29/2015
UL,LLC(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Lastobond TU HT is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof
underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12).
4.2 Lastobond Shield is a self-adhering, woven polyethylene surfaced[,'SBS modified bitumen roof
underlayment available in two widths;36 and 45 inch;meets ASTM D1970.
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;meets ASTM D1970. I
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4.4 Lastobond Shield HT is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified
bitumen roof underlayment;meets ASTM D1970.
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Exterior Research and Design,LLC. Evaluation Report S18010.06.09-Rn-
Certificate ofAuthori:ation#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-1113
i Soprema,Inc. Revision 11:10/06/2017
Page 2 of 8
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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. !
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4.7 Lastobond 195 is a self-adhering, glass-mat reinforced, sand-surfaced;';SBS modified bitumen roof
underlayment;meets ASTM D1970.
4.8 Lastobond Eaves Protection Sheet is a self-adhering, glass-mat reinforced, sand!surfaced, SBS modified
bitumen roof underlayment;meets ASTM D1970.
4.9 Lastobond Eco is a self-adhering, glass-mat reinforced, sand-surfaced'; SBS modified bitumen roof
underlayment;meets ASTM D1970. 1
4.10 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-.urfaced, SBS modified bitumen
roof underlayment;meets ASTM D1970.
j 4.11 RESISTO LB1236 is a self-adhering, glass-mat reinforced, sand-surfaced SBS modified bitumen roof
i underlayment,with a 36-inch sheet width;meets ASTM D1970.
! 4.12 PrimeSource Grip-Rite Eave&Valley Protector is a self-adhering, lass-mat,'reinfo'rced,sand-surfaced,SBS
modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970.
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4.13 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. i
4.14 Colphene FR GR is a self-adhering, fiberglass reinforced, granulle-surfaced, SBS; modified bitumen roof
underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12) .
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieriinen, 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 thatpurpose'.
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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
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Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof
covering.
5.5 Allowable Roof Covers:
TABLE 1.'.ROOFGOVER;OPTIoNs.. i
Asphalt Nail-On Foam-dn Iii Wood Shakes&
Underlayment Shingles Tile Tile i. N!letal Shingles Slate
Lastobond TU HTYes Yes' (Yes Yes Yes
See 5.511 i i
Lastobond Shield/Pro HT-N/RESISTO SA I
SMOOTH PLY 40 Yes I
No No r No Yes Yes
Lastobond Shield HT/Pro HT-So N'o; _, No Yes Yes Yes
Lastobond Eaves Protection Sheet/
Yes 7 No -,.-,No No Yes.- Yes
Lastobond 195 '
Lastobond ECO /RESISTO LB1236,Grip- {
Rite Eave&Valley Protector/RESISTO Yes No• ` No i; 'No Yes - _ Yes
LB 1244
Exterior Research and Design,LLC. 'Evaluation Report S18010.06.09-1111
Certificate of Authorization.,#95113 6EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-1113
Soprema,Inc. Revision 11:10/06/2017
Page 3 of 8
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TRIMERD
TABLE 1 ROOF COVER OP.T_IONS.. I t
Underlayment Asphalt Nail-On Foam-On metal Wood Shakes& Slate
Shingles Tile Tile I I Shingles
Lastobond Smooth Seal HT Yes No. No_; ;I Yes Yes -. Yes
Colphene FR GR Yes -Yes Yes l No Yes Yes'
See 5.5.1' I. i ,
5:5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/unde'rlayment combinations.
TABLE 1A:ALLOWABLE TICE:ADAt IVE`J'UNDERLk ENT COMBINATION51
Adhesive Florida Product Approval ; U►iderlayments
Dow TileBondTM FL22525 Lastobond TU HT
ICP Adhesives PolysetO AH-160 FL6332 Lastobond TU HT or Colphene FR GR
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5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck: �I i
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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, Lastobon!r1;195,Lastobond ECO, RESISTO
LB1236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Lastobond Smooth Seal.HT applied to:
Plywood; ASTM D41 primed plywood; OSB;ASTM-D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
f Colphene FR GR applied to:
` > Plywood;ASTM D41 primed plywood;ASTM D41 primed structural concrete.
Note:
While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends
i . priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within
24 hours.
i 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, Lastobond Smooth Seal HT or Colphene FR
f GR applied to:
> Dens Deck Prime;SECU ROCK Gypsum-Fiber Roof Board. I'
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(Lastobond TU HT only),insulation attachment!shall be designed by a qualified
design professional and installed based on testing of the insulation/undei :int system in accordance
with FM 4474,Appendix D,Testing Application Standard TAS 114,Appendix J orlUL1807.
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'Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
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Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-R11
Certificate of Authorization 89503 6'EDITION(2017)FBC NON-HVHZ EVALUATION 11.2569-1113
Soprema,Inc. Revision 11:10/06/2017
Page 4 of 8
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5.6.3 Bond to Mechanically Attached Base Laver:
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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, Lastobond Smooth Seal HT or Colphene FR GR
applied to:
> ASTM D226,Type I or II felt;Sopra-G;Modified Sopra-G.
i
For installations under mechanically attached prepared roof coverings, bla$e layer shall be attached per
11
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 Aopllications 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 limitation's apply to underlayment
systems that are not addressed in FRSA/TRI April 2012 (04-12) anal 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 (th'e 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 E IERIOR 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. li
Primer: Elastocol 600c I'
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. I
Deck Preparation:Plywood shall be thoroughly cleaned to remove durst and;debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
ill I
splinters and wood projections shall be removed/sandeldl
Primer: (Optional)RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT, self-adhered, shall be thoroughly droll 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 requireme�rits to isatisfaction 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 thei14-inch laps and 6-inch o.c. in three (3),
equally spaced rows in the center of the sheet.Ii
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.
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Exterior Research and Design,LLC. Evaluation Report 518010.06.09-R11
jCertificate ofAathorization#9509 6m EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-RlB
Soprema,Inc. I Revision 11:10/06/2017
Page 5 of 8
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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 s all 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 resistlthe 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 213 enhancements.
5.7 Exposure Limitations:
Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco, Lasto69nd 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 shall not be left exposed for longer than 90-days after installationl.
Lastobond TU HT or Colphene FR GR shall not be left exposed for longer t Ian 180-days after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12))': I
When loading roof tiles on the underlayment in direct-deck the 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.
I TABLE'2: TILE SLIPPAGE.LIMITAT.IONs FOR DIRECT-DECKTILE INSTALLATIONS.i
Underlayment Tile Profile (Staging Method Maximum
i I Slope
Flat Max.10-tile stack, 6:12
Lugged Max.104ile stack! 5:12
Max.10-tile stack(bottom 2-tile stack
I shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
Lastobond TU HT J
I _ _
Lugged
Colphene FR GR
Flat Max.10-tile stack 5:12
'
Lugged !Max.10-tile stack 6:12
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Exterior Research and Design,LLC. I ! Evaluation Report 518010.06.09-R11
Certificate of Authorization 69503 6'EDITION(2017)FBC NON-HVHZ EVALUATION i FL2569-R93
Soprema,Inc. I Revision 11:10/06/2017
Page 6 of 8
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6.. INSTALLATION:
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
600c or RESISTO EXTERIOR PRIMER (if applicable).
Lastobond TU HT,Lastobond Shield;Lastobond PrO HT N,RESISTO_SA$Mi00TH PLY 40,Lastobond Shield..
HT,Lastobord Pro..HT S, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond Eco, Lastobond,
Smooth Seal'HT,RESISTO-LB1236,Grip Rite Eave&Va{ley Protection,RESISTO LB1244 or tolphene FRGRt`
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1'.1 for the type of prepared roof covering to be installed.
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6.3.2 Non-Tile Applications:
While priming is optional, Soprema recommends priming with EII stocol Stick, EI'astocol 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 mernbrane and peel back the first 3
I ft of release film. I; '
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 thecourse 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. 1
For Valleys and Ridges: Cut underlayment into 4 to 6 foot Iengthsl: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 HT 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. ` I
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).
j LI,
Tile shall be loaded and staged in a manner that prevents tile slippage 'and/or damage to the
11 underlayment. See Table 2 herein,and Soprema published requirementsifor tile staging.
it
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product. l i
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Exterior Research and Design,LLC. Evaluation Report s1801o.o6.09-1111
Certificate afAuthorization 49503 6"EDITION(2017)FBC NON-HVHZ EVALUATION F1.2569-1113
Soprema,Inc. Revision 11:10/06/2017
j Page 7 of 8
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8. MANUFACTURING PLANTS:
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.
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Plant_;- s—ification Products
Lastobond Shield,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT,
Lastobond Pro HT-N,Lastobond Pro HT-S,Lastobond 195,Lastobond
Drummondville, I.
ASTM D1970 Eaves Protection Sheet,Lastobond Eco,Lastobond Smooth Seal HT,
QC(Canada) RESISTO LB1236,PrimeSource Grip-Bite Eave'&'Valley-Protector,
RESISTO LB1244
ASTM D1970&FRSA/TR104-12 Colphene FR GR
Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco,
I Wadsworth,OH I i
ASTM D1970 Lastobond Smooth Seal HT,IRESISTOILB1236,;PrimeSource Grip-Rite
Eave&Valley Protector,RESISTO 1_81244
ASTM D1970&FRSA/TRI 04-12 Lastobond TU HT;Colphene'FR GR I '
Gulfport,MS Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco,
ASTM D1970 Lastobond Smooth Seal HT,;RESISTOILB1236„PrimeSource Grip-Rite
Eave&Valley Protector,RESISTO LB1244
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9. QUALITY.ASSURANCE ENTITY: i
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
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Exterior Research and Design,I.I.C. I Evaluation Report 518010.06.09-R31
Certificate ofAuthoruotion#9503 6”EDITION(2017)FBC NON-HVHZ EVALUATION I '' FL2569-R13
Soprema,Inc. i Revision 11:10/06/2017
Page 8 of 8
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Florida Building Code Online Page 1 of 2
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3:^
i _,I �- qq-'�t`t ,+.=I' 4-t."' i•i�`d�Y`{``6,,�y,�a r� '"'�_ �'-` "°�-a. ,� ,�'a `'�' zp^�t,r� �-°
Ari
51
BQS Home Log In t User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC'Staff `, I BCIS Site Map Links Search
m pda .
ld
if 1-1 Product Approval
USER:Public User
Product Approval Menu>Product or Aoca[ion Search>Application List>Application Detail
j,
n ' , FL# FL10674-R13 ;
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manutacturer Owens Corning
Address/Phone/Email One Owens Coming Parkway
Toledo,OH 43659
(740)404-7829
greg.keeler@owenscorning.com
Authorized Signature Greg Keeler
greg.keeler@owenscoming.com j
Technical Representative Mel Sancrant j
Address/Phone/Email i Owens Coming PKWY
Toledo,OH 43659
(419)376-8360
mel.sancrant@owenscomig.com
Quality Assurance Representative
Address/Phone/Email
I
Category Rooting
Subcategory Asphalt Shingles
I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy R&eived
I
Florida Engineer or Architect Name who developed Robert 3.M. Nieminen I
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
.i Validation Checklist-Hardcopy Received
Certificate of Independence FL10674 R13 COI 201701 COI
lip -df
Referenced Standard and Year(of Standard) Standard I Year
ASTM D3161 j 2016
! ASTM D3462 2010
ASTM D7158 2011
! Equivalence of Product Standards
Certified By
Sections from the Code
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parwn=wGEVXQw-DgtBNbEY5V%2... 1/15/2018
Florida Building Code Online j _ 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
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Date Approved 12/12/2017
SummarV of Products
FL# Model,(dumber or Name Description �
10674.1 Owens Corning Asphalt Roofing 3-tab,4-tab,S-tab,lamiri3ted,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).M. Nieminen PE-59166
Design Pressure: N/A Created by Independent'fhird Party:Yes
Other:Refer to ER,Section S. Evaluation Reports
FL10674 R13 AE 2017 1 d0 FINAL ER OC ASPHALT
SHINGLES FL16674-R13!pdf I
Created by IndependentlThird Paity:Yes
�I Back Next
I
Contact Us::2601 Blair Stone Road.Tallahassee Fl.32399 Phone:850-4874824
i
The Stale of Florida is an AA/EEO employer.Copyright 2007-2013 Slate of Florida.::Privacy Statement I I::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 quest'ioni,please contact 850.487.1395.'Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,1 F.S.must pi�ovlde 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 p6blic.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
Credit Gard
Safer
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http://www.floridabuilding.org/pr/pr_app_dtl-aspx?param=wGEVXQwtDgtBNbEY5 V%2... 1/15/2018
• EXTERIOR RESEARCH&DESIGN, LLC.
c i Certificate afAuthorization#9503
353 CHRISTIAN STREET,UNIT#13
f Y?= OXFORD,CT 06478
j (203)262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-R8
One Owens Corning Parkway FL10674-1113
i Toledo,OH 43659 ij 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 land regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been ir'eviewed 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)x(2017) Florida Building Code
i
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 ash,the named product(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that gelate ito 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. Trirr1ityI ER 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$y 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. i
Prepared by:
Robert J.M.Nieminen,P.E. ,'•.;�S ��`ti` The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCAANE1983 �"'+��'" Nieminen,P:Ei."on 10/09/2017. This does not serve as an
?lectronically,signeddocument.
CERTIFICATION OF INDEPENDENCE: ! J
1. Trinity IERD does not have, not does it intend to acquire or will it acquire, a financial interestiin any;company manufacturing or
distributing products it evaluates.
2. Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing pi`oducts 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. i
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. i
5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are,;in anyway,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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N_•RIS I !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
I.
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 i; 2010
1507.2.7.1,119b5.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011
i
3. REFERENCES: I.
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 i, ! 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 TM are fiberglass reinforced,5-tab asphalt roof shingles.
4.1.4 Duration , TruDefinition® Duration, Duration Premium Cool, TruDefinition Duration' Designer Color
Collection, TruDefinition Oakridge , Oakridge and WeatherGuard 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 & Rid ge;Shingles, ProEdge Hip &Ridge
Shingles and DuraRidgeT"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 strip's for asphalt roof shingles.
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 FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report;refer to current Approved Rdofing Materials Directory
for fire ratings of this product.
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Exterior Research and Design,LLC. Evaluation Report 037940.02.12-RS
Certificate of Authorization 09503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles i Revision 8:10/09/2017
Page 2 of 8
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5_4 Wind Classification:
5.4.1 All Owens Corning asphalt shingles noted herein are Classified in'accorda�rice 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 (Vel, = 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 (Vult=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,i6s 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 an'd installla'tion 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 1507.2.3,15072.4 or 8905.2.3.
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6_2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the Owens Corning currerit published instructions, using
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minimum four (4) nails per shingle in accordance with FBC 1507.2.7 olr,,8905.2.6, with the following
exceptions:
Berkshires shingles require minimum five(5)nails per shingle,
> WeatherGuard®HP shingles require minimum six(6)nails per shingle.
i Devonshire"'shingles require minimum six(6)nails per shingle:
> Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
Felt underlayment %. Deck I Oeei: Self-adhered Pettundedayment '-k..
4„ lvedfuiock
Self-adhered undmlayment
i; 1NeatherLockB i /
l�nnderlain,.nt _ /
Drip^ Drip edge
Drip—
edge ;�I Drip edge i—
Nails located Naas lasted
2'-3'from eave
2=$"iroln eave
Install first Self-sealing adhesive ��Ski-Geafng adhesive
StatterShip •� positioned along eave rnsta9first5tarterSalpP@res _�'` positioned along eave
shingle"lith "rhli 6'removed
j.
6"iemoved
Starter Strip shingle overhangs eaves and rakes'i=rli' Starterlstnp Plus ov?rhangs eaves and rakes 1141-3/4'
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Exterior Research and Design,U.C. Evaluation Report 037940.02.12-RS
Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION V FL10674-813
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
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6.2.6 Minimum Nailing—Classic®&Supreme:
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i Normal Mansard or Area para Normal j Mansard or Area para
i Wind Areas High Wind dosvanes y Wind Areas High Wind desvanes y
Area pare vientos norinales Areas vienros fuertes Area para Won,, s norm 016S Areas vientos fuertas
I 1• (A) r r1., 2•� BI r2. 1 t.. (A) I�,,� !1•� 2,. (BI i2• V.]I
J 11 11• 121 'it
1z 1 I
•1°
S"Exposure 5 518'Exposure
Exposition Exposition
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6.2.7 Minimum Nailing—Berkshire8:
I
sealant Wip �Sealant str p
Li tka de sdlada !La lira de sellador
8 Yi" 8 If" 8 tz" B!2
c I'n r
: . Standard Fastening Pattern 6-Nail Fastening Pattern
� L
i
Sealant strip
�Lastrsdasellador
as--roe-tea o+--r v o t o
8 tit'
Asphalt roding cement "
Comm do echo do aslaGo
Mansard or Steep Slope Fastening Pattern
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EYterl6r Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate a/Authorization 09503 6"EDITION(2017)FBC NON-HVHZ EVALUATION i F1.10674-1113
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
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