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FL$ FL2569 R13
Application Type Revision
Code Version 2017 i
i Application Status Approved
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Comments
Archived
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Product Manufacturer Soprema,Inc.(Canada)
Address/Phone/Email 1640 rue Haggarty
Drummondville, NON-US 00000
(819)478-2400
memathieu@soprema.ca
Authorized Signature Marc-Etienne Mathieu I,
memathieu@soprema.ca "' f
Technical Representative Marc-Etienne Mathieu
Address/Phone/Email 1688 Jean-Berchmans-Michaud
Drummondville,NON-US 00000
1 (819)478-2400 Ext'3327 is
memathieu@soprema.ca '
Quality Assurance Representative Jean-Francois Cote,Ph.D.
Address/Phone/Email 1640 rue Haggaity `!
Drummondville
(888)811-3145
Jfcote@soprema.ca
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Category Roofing
Subcategory Underlayments f
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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 f
Florida License PE-59166
Quality Assurance Entity UL LLC
j Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W. Knezevich,PE
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Validation Checklist- Hardcopy Received
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Certificate of Independence FL2569 R13 COI 2017 0.1 COI Nieminen.pcif
Referenced Standard and Year(of Standard) Standard E: Year
ASTM D1970 2015
ASTM D6163 I '; 2008
FM 4474 2011
FRSA/TRI April 2012(04-12) ; 2012
TAS 110 I i; 2000
UL 1897 2012
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http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQ i Dgsk QFEnckB 10... _ 1/10/2018
Florida Building Code Qnline I Page 2 of 2
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Equivalence of Product Standards
Certified By
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Sections from the Code
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Product Approval Method Method 1 Option D
j Date Submitted 10/09%2017
j Date Validated 10/11/2017
Date Pending FBC Approval 10/15/2017
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Date Approved 12/12/2017
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SummarV of Products
�a•
FL# Model,Number or Description j
Name
2569.1 Soprema Roof Self adhering roof underlayments !
Underlayments I j'
Limits of Use Installation Instructions I`
Approved for use in HVHZ:No FL2569 R13 IZ 2(17 10 FINAL ER SOPREMA:CA UNDERLAYh- 1ENTS=FL2569-
Approved for use outside HVHZ:Yes R13.P-df I
Impact Resistant:N/A Verified By: Robert Nieminen,P.E. PE-59166 I r'
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 SOPRE0A CA UNDERLAYMENTS FL2569-
! noted herein pertains to underlayment R13.pdf II i
systems used beneath adhesive-set tile Created by Independent Third Party:!Yes I,
systems.Refer to ER Section 5.6.4 for
details. j
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Bacfc NeM '
Contact Us::.2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013r State of Florida.::Privacy Statement::Accr,5sibility Statement::Refund Statement
Under Florida late,email addresses are public records.If you do not want your e-mail address releasI 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 emalls provided may be used for official communication with the licensee.Howeve 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. ,I' I
- Product Approval Accepts:
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Credit Card I
Safe
21340-LE
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http://www.floridabuilding.org/pr/pr app_dtl-aspx?param=wCiEVXQwtDdsKQFEncicB 10... 1/10/2018
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1.
E)tTER10k RESEARCH&DESIGN,LLC
Certift&e of Authorization#9503
353:CHRISTIAN STREET,UNIT#13
yr ITY'ERD 1 OXFORD,CT 06478
TRIN
(203)262-9245
EVALUATION REPORT
Soprerna,,Inc. tvaluation Report S18010.06.09-1111
1640 rue Haggerty 171-2569-1113
Drummondville,Qu6becJ2CSP8 Canada Date of Issuance:06/15/2009
(819)47872400 Revision 11:10/06/2017
SCOPE: -
This Evaluation Report is issued under Rule-61G20-3 and the applicable rules and reg, lations 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 1EP Edition I 2017);Florida Building Code
sections noted herein.
DESCRIPTION: Soprerna Roof Underlayments
LABELING:; Labeling shall be in accordance with the requirements the Accredited Quality Msurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named ed product(s) changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the P!r'oduct: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 Elaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done1n 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 li6ilding:Official.
This Evaluation,Report consists of pages 1 through 8.
Prepared by:
OtYM
i6al appe
Robert J.M.Nieminen,P.E. The facsimile', aring was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 N eminen,electronicaPll.1 on 10/06/2017.This does not serve as an
y 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. Trinity)ERD is not owned,operated or controlled by any company manufacturing or distributing Luting 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 invpved 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 permittinglbr design guidance unless retained
specifically for that purpose.
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ROOFING.COMPONENT EVALUATION:. .
$. SCOPE:
E
i Product Category: Roofing
i 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 tel ting in;accordance with the following
Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth
herein.
2. STANDARDS:
jSection Property Standard year
i 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 I I 2008
TAS 110 Accelerated Weathering TAS 110 ; 2000
3. REFERENCES:
ED ftExamination 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 2778.07.05 ' 07/15/2005.
ERD(TST6049) Wind Resistance 2779.12.05-R1 ,, 04/18/2007
ERD(TST6049) TAS 103/TAS 110 57120.11.07-2 11/02/2007
ERD(TST6049) ASTM D1970/TAS 110 S13190.02.09-131 04/01/2010
ERD(TST6049) ASTM D1970/TAS 110 531370.03.10-T-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° 10/05/2010
ERD(TST6049) ASTM D1970 537210.11.11 11/09/2011
ERD(TST6049) ASTM D1970 540540.02.13-102/19/2013
ERD(TST6049) Physical Properties/Tensile Adhesion S43530.02.144,' 02/21/2014
ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-SC7645.02:15 02/13/2015
ERD(TST6049) Accelerated Weathering SOPC-SC8520.1�1 04/17/2015
ERD(TST6049) Wind Resistance SOPC-SC14045.05.17-111 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, 12/03/2013
Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH PL`(-40 06/29/2015
UL,LLC(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION: I ,
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).
I 4.2 Lastobond Shield is a self-adhering, woven polyethylene si rfaced;;.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.
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 518010.06.09-R11
Certificate of Authorization 119503 6"EDITION(2017)FBC NON-HVHZ EVALUATION1 FL2569-R23
Soprema,Inc. Revision 11:10/06/2017
' Page 2 of 9
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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 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-surfacedI,',SBS modified bitumen roof
;.
underlayment;meets ASTM D1970.
4.10 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen
roof underlayment;meets ASTM D1970.
4.11 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.
4.12 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;meets ASTM D1970.
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, granule-surfaced, SBS; modified bitumen roof
underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12).
S. LIMITATIONS:
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5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Repo rt, 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
j ratings of this product.
5.4 Soprema Roof Underlayments may be used with any prepared roof coverwWhere 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. i
5.5 Allowable Roof Covers:
TABLE 1.'ROOF COVER OPTIONS S. .�.'
Asphalt Nail-On Foam-On Wood Shakes&
Underlayment -Metal Slate
Shingles Tile Tile I Shingles
Yes
Lastobond-TU HT Yes Yes )Yes Yes Yes
See'5.5.1 �t,l
Lastobond Shield/Pro HT-N/RESISTO SA
SMOOTH PLY 40 Yes No No i I P40 Yes Yes
Lastobond Shield HT/Pro HT-5 YesNo t. No j Yes Yes Yes'''
Lastobond Eaves Protection Sheet/ I' �1
Lastobond 195 "YesI'Uo Yes; Yes
Lastobond ECO /RESISTO LB1236,Grip-
Rite Eave&Valley Protector/RESISTO
Yes'- No No I. fJo Yes Yes.
LB1244
Exterior Research and Design,U.C. Evaluation Report S18010.06.09-1111
Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION I,; FL2569-1113
Soprema,Inc. Revision 11:10/06/2017
Page 3of8
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TABLE—'.ROOP COVER:OPTIONS I ,
Asphalt Nail-On Foam-On Metal Wood Shakes& Slate
Underlayment Shingles Tile Tile Shingles
Lastobond Smooth Seal HT Yes No., No ,Y;e Yes. Yes
Yes
Colphene FR GR Yes Yes. No ; Yes - Yes"
i See.5.5.1
5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations.
TAsi E 1A:ALLOWABLE TILE ADHESIVE UNDERLAYMENT COMBINATIONS"
Adhesive Florida Product Approval Underlayments
Dow TileBond"' FL22525 Lastobond TU HT
ICP Adhesives PolysetO AH-160 FL6332 Lastobond TU HT or Colphene FR GR
5.6 Allowable Substrates:
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:
➢ Plywood; ASTM D41 primed plywood; OSB;ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete. I
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
priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within
24 hours.
r Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to
installation of the self-adhering underlayment.
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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, Lastoborid 195, Lastobond ECO, RESISTO
LB1236,Grip-Rite Eave &Valley Protector, RESISTO LB1244, Lastobond Srnooth Seal HT or Colphene FR
GR applied to:
7 Dens Deck Prime;SECUROCK 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 Lastobond tiles stems TU HT only),y ( y), 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,Testing Application Standard TAS 114,Ajppenllx J or'UL1807.
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1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approvotfor OI erturnirig'Moment Resistance Performance.
Exterior Research and Design,I.I.C. Evaluation Report S18010.06.09-R11
Certificate of Authorization 119503 6'EDITION(2017)FBC NON-HVHZ EVALUATION F12569-R13
Soprema,Inc. Revision 11:10/06/2017
Page 4 of 8
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5.6.3. Bond to Mechanically Attached Base Laver:
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 1y5, Lastobond ECO, RESISTO
I LB1236,Grip-Rite Eave&Valley Protector, RESISTO LB1244,Lastobond Smooth Seal HT or Colphene FR GR
j applied to: `
v> ASTM D226,Type I or II felt;Sopra-G;Modified Sopra-G. i
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)r
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) antl are usle� 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
i. already been applied). Refer to FRSA/TRI April 2012(04-12)or FBG 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.
If Primer: (Optional)Elastocol Stick,Elastocol 600c or RESISTO EXTERIOR PRIMER
f` 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 Ibe installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
I 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.
j #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 labs 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.
Exterior Research and Design,LLC. ; Evaluation Report 518010.06.09-1131
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R13
Soprema,Inc. 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
i or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Tabie 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 tfie elevated pressure criteria.
i 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 thellimitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements..
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5.7 Exposure Limitations: I I;
Lastobond Eaves Protection Sheet, Lastobond 195,Lastobc 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. i
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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 installation
Lastobond TU HT orColphene 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.
TABLE'2: TILE SLIPPAGELIMITATIONS FOR DIRECT-DECKTILEINSTALLATIONS Y
I i'. I Maximum
Underlayment Tile Profile Staging Method Slope
Flat Max.10411°e stack! 6:12
1
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 ;
Lugged
I l it
IS, w� ,4
Flat Max.10-tfle stack 5:12
Colphene FR GR
Lugged Max.10-tile stack 6:12
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Exterior Research and Design,LLC. Evaluation Report S18010.06.09-R11
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION i F1.2569-1113
Soprema,Inc. Revision 11:10/06/2017
Page 6 of S
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6. INSTALLATION:
6.1 Soprema Roof Underlayments shall be installed in accordance (with soprema published installation
I 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). I
6 3 Lastobond TU HT,Lastobond Shield,Lastobond Pro.HT N;�RESISTOISA SMOOTH PLY 40;Lastobond Shield .
HT, Lastobond Pro HT S, Lastobond Eaves,Protection Sheet, Lastobond i95, Last .
Eco, Lastobond.
Smooth 5eal'HT;RESISTO.LB1236,"Grip Rite Eave'&Va{ley Protector,RESIST ICI LB1244 or'C6lpher►e FR GR:.
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 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. j
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 reliease film diagonally while holding the
f 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 blow. 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 ili'!the overlap area at the top of
the sheet at 12-inch D.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 theicenter'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 onlyl:
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 foriwind 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 fear the staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product. I
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Exterior Research and Design,LLC- 1 'Evaluation Report S18010.06.09-1111
Certificate of Authorization 519503 6"EDITION(2017)FBC NON-HVHZ EVALUATION F1.2569.1113
Soprema,Inc. Revision 11:10/06/2017
! 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 p roperties'specifications.
Plant = .Stiecification Producf
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) Ft.
RESISTO LB1236,PrimeSour le Grip-Rite Eave&Valley Protector,
RESISTO LB1244
ASTM D1970&FRSA/TRI 04-12 Colphene FR GR
Lastobond 195 Lastobond Eaves Protection Sheet,Lastobond Eco,
Wadsworth,OH '
ASTM D1970 Lastobond Smooth Seal HT,RESISTO LB1236,PrimeSource Grip-Rite
Eave&Valley Protector,RESISTO LB1244
ASTM D1970&FRSA/TRl04-12 Lastobond TU HT;Colphene,FR GR
Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco,
Gulfport,MS i ,
ASTM D1970 Lastobond Smooth Seal HT,RESISTO LB1236„PrimeSource Grip-Rite
Eave&Valley Protector,RESISTO L61244
9. QUALITY ASSURANCE ENTITY: j
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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. "Evaluation Report 538030.06.09-R11
Certificate of Authorization#9503 6”EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-1113
Soprema,Inc. Revision 11:10/06/2017
j Page 8 of 8
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'Florida Building Code Online Page 1 of 2
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♦.'7 r3v .,y +e `•i 1`e X k"is�$�y� s }�,'''`g Li�bs" 53 ����.. � '. r �a^.m
BCIS Home '. Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications I FBi Staff SCIS Site Map Links Search t
to iCitir1 _
Product Approval I;
USER:Public User
I Product Approval Menu>Product or A lication Sears >App lication List>Application Detail
r g_ -P� h _.--- PP I
FL'F FL10674-R13 I!
Application Type Revision a
Code Version 2017
Application Status Approved
Comments
Archived i4
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Product Manutacturer Owens Corning
Address/Phone/Email One Owens Corning Parkway
Toledo,OH 43659
(740)404-7829
greg.keeler@owenscorning.com
j
I Authorized Signature Greg Keeler i �
greg.keeler@owenscorning.com
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Technical Representative Mel Sancrant
Address/Phone/Email 1 Owens Corning PKWY
Toledo,OH 43659
j (419)376-8360
mel.sancrant@owenscomig.com
Quality Assurance Representative
Address/Phone/Email
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Category Kooting
Subcategory Asphalt Shingles
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 j
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 05/16/2020
Validated By John W. Knezevich,PE ;p
Validation Checklist- Hardcopy!Received
I
Certificate of Independence FL10674 R13 COI 2017 O1 COI Nieminen.p
Referenced Standard and Yearof Standard)
) Standard ; Year
ASTM D3161 j ( 2016
ASTM D3462 2010
ASTM D7158 2011
� II
Equivalence of Product Standards i
Certified By I !
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Sections from the Code
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http://www.floridabuiIding.org/pr/pr app_dtl.aspx?paramwGEVXQwtDgtBNbEY5VD/o2... 1/15/2018
Florida Building Code Online _ Page 2 of 2
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Product Approval Method Method 1 Option D
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Date Submitted 10/10/2017
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 Name Description
10674.1 Owens Corning Asphalt Roofing 3-tab,4-tab,5-tab,lamins fed,starter and hip&ridge
Shingles and Starters shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL10674 1113 II 2017 10" FINAL ER OC ASPHALT
Approved for use outside HVHZ:Yes SHINGLES FL10674-R13_Pdf
Impact Resistant:N/A Verified By: Robert].hl. Nieminen PE-59166
Design Pressure:N/A Created by Independent Third Party:Yes
Other: Refer to ER,Section S. Evaluation Reports
FL10674 R13 AE 2017 !10 FINAL ER OC ASPHALT
SHINGLES FL10674-R13.od_f
Created by IndependentlThird Party:Yes
Back Next
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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::Acces'sibillty Statement::Refund Statement
I
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.Howev&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. I
Product Approval Accepts:
Credil Card I i
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQNi DgtBPJbEY5V%2... 1/15/2018
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# EXTERIO,R RESEARCH&DESIGN, LLC.
Certificate of Authorization l#9503
353 CHRISTIAN STREET,UNIT#13
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ERD OXFORD,CT 06478
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(203)262-9245
j EVALUATION REPORT, j
i Owens Corning Evaluation Report 037940.02.12-R8
One Owen's Corning Parkway ;, FL10674-1113
Toledo,OH 43659 I Date of Issuance:02/06/2012
(740)404-7829 '; Revision 8: 10/09/2017
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 Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition i(2017);Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles j
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 thatrelate 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. TrihityI ERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code'Cycle.
I ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinit'111 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.
i
This Evaluation Report consists of pages 1 through 8.
Prepared by:
`�QTc i;
, t�ic�S`:�• '...��`"yThe facsimile seal appearing was authorized by Robert
Robert J.M.Nieminen P.E. ,w,`,�<<,
Florida Registration No.59166,Florida DCA ANE1983
nni<"' Nieminen,P.EI on 10109/2017. This does notserve as an
ell ctronicallysigneddocument.
CERTIFICATION OF INDEPENDENCE: i
1. Trinity IERB 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. 1'-
2..
',2.. Trinity)ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing'or distributing products for
which the evaluation reports are being issued. }
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
j 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]pr design guidance unless retained
specifically for that purpose.
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TRINITY ER
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ROOFING SYSTEMS EVALUATION:
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1. SCOPE: I
Product Category: Roofing I'
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 Buiilding Code and Florida Building Code,
Residential Volume through testing in accordance with the following Sta !ndardsi Compliance is subject to the
Installation Requirements and Limitations/Conditions of Use set forth herein.
1 2. STANDARDS:
i
Section Property Standard I Year
1507.2.5,R905.2.4 Physical Properties ASTM D3462 i 2010
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 {° 2016
I 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011
3. REFERENCES:
Enti Examination Reference j Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 j'I 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 i' 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
I
4. PRODUCT DESCRIPTION: j
4.1 Asphalt Shingles:
j 4.1.1 Classic and Supreme®are fiberglass reinforced,3-tab asphalt roof shingles. 1
j 4.1.2 Berkshire are fiberglass reinforced,4-tab asphalt roof shingles.
4.1.3 DevonshireT'are fiberglass reinforced,5-tab asphalt roof shingles.
4:1.4 Durations, TruDefinition Duration®, Durations Premium Cool, TruDefinition Duration Designer Color
j Collection, TruDefinitionsOakridgem, Oakridges and WeatherGuards HP arelfiberglass reinforced, laminated
asphalt roof shingles. i
4.2 Hip&Ridge Shingles:
4:2.1 Berkshires Hip &Ridge Shingles, High Ridge, WeatherGuards HP Hip & Ridge5hingles, ProEdge Hip &Ridge
Shingles and DuraRidgeT"'Hip&Ridge Shingles are fiberglass reinforced,hip acid ridge asphalt roof shingles.
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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.
S. LIMITATIONS:
5:1 This is a building code evaluation. Neither TrinityJERD nor Robert Niernmen, 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-RS
Certificate of Authorization 49503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles i i Revision 8:10/09/2017
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5_4 Wind Classification: i
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, indicalting the shingles are acceptable
for use in all wind zones up to Vasa = 150 mph (Vnit = 194 mphl). Refer to Section 6 for installation
requirements to meet this wind rating.
j 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 Ito ASTM D3161, Class F, indicating the
shingles are acceptable for use in all wind zones up to Vasd=150 mphl(Veli=1P4 mph). Refer to Section 6 for
j 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 specific1.6 each!shingle.
1
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 accordlance 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.
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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 11905!2.6, with the following
exceptions: I
> Berkshire'shingles require minimum five(5)nails per shingle.
➢ WeatherGuardc HP shingles require minimum six(6)nails per shingle. j'I
> Devonshire'"shingles require minimum six(6)nails per shingle
i >- Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip.
;E
j 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.
I6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, spacial methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
Felt underlaynient ?f` Deck Faft underlayreni d, Heel: Selkdfiered
- Weathertock:y
%fry
Self-adhered undcrlaymem
= WeatherLoW i
rte- /undedayinent ; `_ /
D 1 !%. Drip edge
edge Drip edge dg ,
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Flails located Nos located
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2-3 Irotn cave V-3"from eave
\� \
Install rust Self-sealing adhesive I &sF.aaUng adhesive
Starter Strip �y� positioned along cave wit 6'removeStarterSsipP6rs � pothlonedalong cave
shingle:lith l with 6'removed �/
G"removed \
Starter Strip shingle overhangs eaves and rakes stafter strip Plus overhangs caves and rakes IW-31V
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Exterfor Research and Design,I.I.C. Evaluation Report 037940.02.12-RS
Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION � FL10674-R13
Owens Corning Asphalt Roof Shingles i Revision 8:10/09/2017
Page 3 of 8
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6.2.6 Minimum Nailing—Classic®&Supreme:
Normal Mansard or Area para Norma' Mansard or Area porn
s
Wind Areas High Wind dovanas y Wind Areas High Wind desvenes y
Area para vientos normales Areas viontos fuertes Area pare WentI Ias norms jigs Areas vientos fuertes
t iiAY t"� rT 2`l f61 z 2` t"Z t° fA)� V l rt. ' 2" !BI
12 21
i •L--II-J � _J
5"Exposure 5 5/8"Exposure
Exposicidn Exposicii n
6.2.7 Minimum Nailing—Berkshire®:
Sealant drip Sealant stria
/
La?Ira de saador /1a tira de sti}ador
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moi. ❑< ia ter—e o e o
T S Yt g l 9 1 A 1!' ¢ 8 L7" 8 Ii" 8w, 8 W,
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Standard Fastening Pattern 6-Nail Fa;;tening Pattern
i
Sealam strip I
is}ira dasel}ador �'
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o��0r----------so o<---n04 se
S t/4' B?'L' S 1'r 8 f!'
J.,
1
A
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b4e
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2 Asphaft roolmg cement
Cownto do tocho de as}aCo
I Mansard or Steep Slope Fastening Pattern
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Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R8
Certificate ofAuthoriration#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 4 of 8
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6.2.8 Minimum Nailing—DevonshireT"':
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1'= I ]u I 8n I 8n I 8L_1 7" 1 «qn
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haevags I
— Nails
5-5/8"exposure :�: t%�' 1
Exposicidn de 5.5/8 pulg Sealant location 'i II11
Ubleacion del sellador �.,• �:
Ten 1"Spli¢s of Asphalt Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration®, TruDefinitionO Duration, Duration® Pr6fnium! Cool & TruDefinitiono
Duration Designer Color Collection:
I.
4-Nall Fastening Pattern 6-Nall Fastening Pattern
I
S—N,aa tasonmp area width SurgitiaMfaste"area Width
Nail Typical Nan Typical
1' 12" 12" t'• 1 12
E
lk--
IJI-
Standard Fastening Pattern 6-Nail Fzistening Pattern
jFastening for Slopes Greater Than 21:12
SuraN.epzS ra.tenin9 jfj
Nauacoa Typicalath I 1
Four 1"Speq of A1pY.alt fiooflnp Cement
Mansard or Steep Slope Fastening Pattern
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Exterior Research and Design,I.I.C. I Evaluation Report 037940.02.12-RS
Certificate of Authorization i/9503, 6'EDITION(2017)FBC NON-HVHZ EVALUATION i 171-10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 5 of 8
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6.2.1 Minimum Nailing—Tru®efinition�0akridge®,Oakridge®: i!
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4 Nail Patiorn 6 Nail PaLtorn I
Esquema con 4 clavos Esquema cont 6 clatws
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rel 12 `{ —
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5 5.B"EzpasurePJaOs 5 5/8'°Exposure Nails
Expm1cf6a do 55/9 ptdg._ Cfauor ExposWn'de 5518 pulg. 5 518"ExposureI clavas' 5.5/8"Exposures
Erpasicioada5&/8pufg I Exposiclun.dr:55/8pulg.
Standard Fastening Pattern 6-Nail F�istening Pattern
Fastening for Slopes Greater Than 21:12 I R
I suronalts ruroninR.+ra�utntn �,I �
N.R.typic t k
t u 12p° ,
I—' I
4.118" 5pa.r S..T, I
�
Fount"Spot:of MpU. p t RaoMC—o.t I�'
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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. j Evaluation Report 037940-02.12-RS
Certificate of Authorization!l950 6'EDITION(2017)FBC NON-HVHZ EVALUATION I F1.10674-1113
Owens Corning Asphalt Roof Shingles ! Revision 8:10/09/2017
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6.3 Hip&Ridge Shingles:
j 6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuarda HP iHip and Ridge Shingles
and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning;current published instructions,
using four (4) nails per shingle. Installation of Dura Ridge•°' Hip & Ridge Shingles shall comply with the
Owens Corning current published instructions, using two (2) nails per ship le. 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:
I
Fig.1 ;��—^q Fig.2
�— prevaoplWnJ i/"\, �` o fopUim I siiJeum
Direction �/ �� . I ,
A
flails �.. flails 1 1 flails
Ip Lanin
i --^—�-}Q � T-1
! \� �`—t�4 I I l• Z'� laaled i
a1.. I PI6n 14 +
I •`\ O I I I �" �1� 1
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6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge:
Fig A q q Fig.G Hip&Ridge Shingle Fastgning
Plovallln vtlnJ /�\\, TOpvlay)
anlls
`� I{
rtalcs I' .Its
A I 1 1 i �„ i� i•!
Exposure >°i i i'I ',
�–� 6.1 Exposure �
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Exterior Research and Design,LLC. I Evaluation Report 037940.02.12-RS
Certificate of Authorization 99503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles ` Revision 8:10/09/2017
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6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
P'revaiging [Fgst'0ning,
tandard t
Wind Direction 11pSealant Strip ttern !-
'� 6'Exposure a 2"•I ":I• ; �I'� I"1'
I 46 1u.
� Sealant
Fasten 7111 7Y:" 6°Exposure
Cover Exposed 1 �, P
Fasteners with
Roof Cement
6.3.6 Minimum Nailing—DuraRidge'N 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.
I®
Pmaiing ird Dirscdo i Top View,
�—Dirnaion dcniirance d t molt We en PLui
Diracdcndalvirertopro*minanca fall Vim supxlor 1`l�
i Hail; . r\1 Oe:ensCarniny�iirl4ail --Y-� aaw
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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
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Table 1507.2.7.1/R905.2.6.1.
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8. BUILDING PERMIT REQUIREMENTS: ;
jAs required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products cohered fby 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-
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Exterior Research and Design,LLC. Evaluation Report 037940.02.12-RS
Certificate of Authorization#9503 6171 EDITION(2017)FBC NON-HVHZ EVALUATION I' FL10674-1313
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
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