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Product Approval Menu>Product or AP1�lication Sea[ch>Apyiicatlon List>Application Detait
FL# FL2569-R13
Application Type Revision I,F• '
Code Version 2017
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Application Status Approved i; t
Comments I'f
Archived
Product Manufacturer Soprema,Inc. (Canada)
Address/Phone/Email 1640 rue Haggarty
Drummondville, NON-US 00000
(819)478-2400
memathieu@soprema.ca I e i
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Authorized Signature Marc-Etienne Mathieu L
memathieu@soprema.ca
Technical Representative Marc-Etienne Mathieu !!
Address/Phone/Email 1688 Jean-Berchmans-Micliaud
Drummondville,NON-US 00000 f'+
(819)478-2400 Ext 33271
memathieu@soprema.ca I
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Quality Assurance Representative Jean-Francois Cote,Ph.D. I°f
Address/Phone/Email 1640 rue Haggarty
Drummondville
(888)811-3145
Jfcote@soprema.ca
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Category Roofing
Subcategory Underiayments
Compliance Method Evaluation Report from a Florida Rebistered Architect or a Licensed
Florida Professional Engineer i,•
-J. Evaluation Report-Hardcopy Received 1
Florida Engineer or Architect Name who developed Robert J. M. Nieminen
the Evaluation Report
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Florida License PE-59166
1 Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W. Knezevich,PE
1 Validation Checklist- Hardcopy(`Received
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Certificate of Independence FL2569 R13 COI 2017 OS COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM D6163 1 2008
FM 4474 2011
FRSA/TRI April 2012(04-12) 2012
TAS 110 I'I 2000
UL 1897 li 2012
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http://www.floridabuilding.org/pr/pr_ap p_dtl.aspx?paramwGEVYQ DgsKQFEnckB 10... 1/10/2018
Florida Building Code Online Page 2 of 2
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Equivalence'of Product Standards
Certified By
Sections from the Code
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Product Approval Method Method 1 Option D i
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Date Submitted 10/09/2017
Date Validated 10/11/2017 l
Date Pending FBC Approval 10/15/2017
Date Approved 12/12/2017
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SummarV of Products l
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FL# Model,Number or Description I
Name !'
2569.1 Soprema Roof Self adhering roof underlayments
Underlayments
Limits of Use Installation Instructions h
Approved for use in HVHZ:No FL2569,_R13 I;2017 10 FINAL ER_'�SOPRE_M}ti.-CA UNDERLMENTS FL2569-
Approved for use outside HVHZ:Yes f313.pdf
Impact Resistant:N/A Verified By: Robert Nieminen,P.E. PE-59166
Design Pressure:+N/A/-150 Created by Independent Third Party:lYes
Other: 1.)Refer to ER Section 5 for Evaluation Reports
Limits of Use.2.)The design pressure FL2569 R13 AE 2017 10 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569-
noted herein pertains to underlayment R13.pdf I i
systems used beneath adhesive-set tile Created by Independent Third Party:Yes
systems.Refer to ER Section 5.6.4 for
details. I' I
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Back NeM �
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phole:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Acce'>sibility Statement::Refund Statement
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Under Florida law,email addresses are public records.If you do not want your e-mail address released in responsel 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 However;email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here
Product Approval Accepts:
Credit Card
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http://www.floridabuilding.org/pr/pr app_dtLaspx?param=wGEVXQwtDdsI�QFEnckB10... 1/10/2018
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EXTERIOR RESEARCH &DESIGN,LLC.
Certificate of Authorization#9503
353 CHRISTIAN STREET,UNIT#13
TRIN11YERD OXFORD,CT 06478
(203)262-9245
I
EVALUATION REPORT i
Soprema, Inc. Evaluation Report 518010.06.09-1111
1640 rue Haggerty FL2569-R13
Drummondville,Quebec J2C 5138 Canada Date of Issuance:06/15/2009
(819)478-2400 Revision 11:10/06/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regilations 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 eh Edition 0017) Florida Building Code
sections noted herein.
DESCRIPTION: Soprema Roof Underlayments
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LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
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herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named products) changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity[ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle. '1
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD 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 I.,.
its
This Evaluation Report consists of pages 1 through 8.
Prepared by: I'
Robert J.M.Nieminen,P.E. '%a :�'ti� r; The facsimilellseal appearing was authorized by Robert
3^•" Nieminen,P.E!on 10/06/2017. This does not serve as an
Florida Registration No.59166,Florida DCAANE1983 t,,• �ti�L«,.�" elearonicallysigned 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. G
2. Trinityl 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.
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 Trinityl ERD nor Robert Nieminen, P.E.are,i in any way,the;Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting!or design guidance unless retained
specifically for that purpose.
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ROOFING COMPONENT EVALUATION:
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Z, SCOPE:
Product Category: Rooting
Sub-Category: ' Underlayment
Compliance Statement: Roof Underlayments, as produced by Soprema, have derrf6nstrated compliance with the
!
following sections of the 6th Edition (2017) Florida Building Code through testing I :in accordance with the following
Standards. Compliance is subject to the Installation Requirements and Limitationsl/ Conditions of Use set forth
herein. I
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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 26:12 2012
FRSA/TRI April 2012(04-12) Physical.Properties ASTM D6163 ; 2008
TAS 110 Accelerated Weathering TAS 110 2000
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! 3. REFERENCES: I'j
Entity Examination Reference Date
ERD(TST6049) ASTM D1970/TAS 110 2968.05.04-2 I i; ; 05/14/2004
ERD(TST6049) Physical Properties 2757.0 2.05 i 02/03/2005
ERD(TST6049) ASTM D1970/TAS 110 2974.0,3.05-2 05/17/2005
ERD(TST6049) Wind Resistance 2778.0!7.05 !l,, 07/15/2005
ERD(TST6049) Wind Resistance 2779.11.05-R1';i 04/18/2007
ERD(TST6049) TAS 103/TAS 110 S7120,11.07-2 ! 11/02/2007
ERD(TST6049) ASTM D1970/TAS 110 S13190.02.09-111 04/01/2010
ERD(TST6049) ASTM D1970/TAS 110 531370.03.10-1-R1 04/07/2010
ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.10-R1, 09/09/2010
ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.09-112 10/05/2010
ERD(TST6049) ASTM D1970 S37216.11.11 11/09/2011
ERD(TST6049) ASTM D1970 S40540.02.13-1',' 02/19/2013
ERD(TST6049) Physical Properties/Tensile Adhesion S43530.02.14-1€ 02/21/2014
ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SOPC-k8520.14' 04/17/2015
ERD(TST6049) Wind Resistance SOPC-SC140451.05.17-R1 06/07/2017
M-D(CER1592) HVHZ Compliance 15-0508.04 09/24/2015
ICC-ES(EVL2396) 2015 IBC Compliance ESR-1524 I„' 03/01/2017
PRI(TST5878) Physical Properties SOP-064-02-01� 12/03/2013
Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH 13111Y'40 06/29/2015
UL,LLC(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION: j
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). ;
42 Lastobond Shield is a self-adhering, woven polyethylene s'urfacedl i'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 roils;meets ASTM D1970. I,
4.4 Lastobond Shield HT is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified
j bitumen roof underlayment;meets ASTM D1970. j 1
Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-1111
Certificate ojAuthori:ation#9503 6”EDITION(2017)FBC NON-HVHZ EVALUATION F1.2569-1113
Soprema,Inc. I' 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 61970.11.
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-1 SBS modified bitumen roof
underlayment;meets ASTM D1970. P ;
4.8 Lastobond Eaves Protection Sheet is a self-adhering, glass-mat reinforceld; sand-,surf aced, 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.
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 surfacetl' SBS modified bitumen roof
underlayment,with a 36-inch sheet width;meets ASTM D1970.,
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4.12 PrimeSource Grip-Rite Eave&Valley Protector is a self-adhering,glass-matt 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=isurfaced, SBS ;modified bitumen roof
underlayment,with a 44-inch sheet width;meets ASTM D1970.
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: I y
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 Report, or previous!versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
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5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. I
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 Lie made to the Authority Having
Jurisdiction for approval based on this evaluation combined witHsupporfing data for the prepared roof
covering.
5.5 Allowable Roof Covers:
:..TABLE 1:`.ROOF:COVER OPTIONS.
Asphalt Nail-On Foam-On I Wood Shakes&
Underlayment Shingles Tile Tile j Metal Shingles Slate
Lastobond TU HT Yes Yes '- Yes es Yes Yes,
See 5.5.1
Lastobond Shield/Pro HT-N/RESISTO SA
Yes No No No Yes Yes
SMOOTH PLY 40
Lastobond Shield HT/Pro HT-S Yes No,•_ No ,i jiYes Yes Yes
Lastobond Eaves Protection Sheet/ ?
Lastobond 195 Yes No No No Yes. Yes
Lastobond ECO /RESISTO LB1236,Grip-
Rite Eave&Valley Protector/RESISTO Yes_ No No No Yes Yes_
LB1244
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Exterior Research and Design,LLC. Evaluation Report 518010.06.09-Rll
Certificate ofAuthorizatian#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION i I, FL2569-R13
Soprema,Inc. Revision 11:10/06/2017
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TABLE 1:tROoF COVER OPTIONS.. ( i
Asphalt Nail-On Foam-On Meal Wood Shakes& Slate
Underlayment Shingles Tile Tile j Shingles
Lastobond Smooth Seal HT Yes No No' Yes' 4 Yes Yes
Yes': I
Colphene FR GR Yes Yes I No Yes
Yes
p See 5.5:1 i I ,
5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations.
TABLE 1A NLLOWABLE TILE:ADHESIVE�'UNDERLAYMENT;CONIBINATIONS t
Adhesive Florida Product Approval I Uirderlayments
Dow TileBoncl" FL22525 Lastobond TU HT
ICP Adhesives Polyset'O AH-160 FL6332 Lastobond TU HT or Colphene FR GR
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck: I,,•
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, Lai tobondi 195,Lastobond ECO,RESISTO
1.137236,Grip-Rite Eave&Valley Protector, RESISTO LB1244 or Lastobond Smooth Seal HT applied to:
➢ Plywood; ASTM D41 primed plywood; OSB;ASTM D41 primed'JOSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
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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. '
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
r ,
GR applied to: p'
i Dens Deck Prime;SECU ROCK Gypsum-Fiber Roof Board. I I,
For installation under mechanically attached prepared roof coverings, irisulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Prdduct Approval. For installations
under foam-on the systems(Lastobond TU HT only),insulation attach en,.,shall lie 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 Appen+lix J or,UL11307.
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1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida ProductApprova/for Overturning Moment Resistance Performance.
Exterior Research and Design,LLC. i Evaluation Report 518010.06.09-1111
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION I F1.2569-1113
Soprema,Inc. Revision 11:10/06/2017
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5.6.3. Bond to Mechanically Attached Base Laver: I
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Lastobond Shield, Lastobond Pro HT-IV, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro
HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 1195, Lastobond ECO, RESlSTO
LB1236,Grip-Rite Eave&Valley Protector, RESISTO LB1244,Lastobond Smooth Seali HT or Colphene FR GR
applied to:.
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> ASTM D226,Type I or 11,felt;Sopra-G;Modified Sopra-G.
For installations under mechanically attached prepared roof coverings, base layer, shall be attached per
minimum codified requirements. For installations under foam-on Mile systems (Lastobond TU HT only),
base layer shall be attached in accordance with FRSA/TRI April 2012'1(04-12)iS'
5.6:4 Wind Resistance for Underlayment Systems in Foam-On Tile Aooli'cations:j-4RSAgRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on the systems,where
the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment
systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on tile applications.
Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,
and reflects the ultimate passing pressure divided by 2 (the 2-to 1 marginiof safety per FBC 1504.9 has
already been applied). Refer to FRSA/TRI April 2012(04-12)or FBC11609 for determination of design wind
pressures. I•
#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction. I,
Primer:. (Optional)Elastocol Stick,Elastocol 600c or RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered. j
#2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project req
Deck: satisfaction of Authority Having
Jurisdiction. �
Primer: Elastocol600c j.
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Underlayment: Lastobond TU HT or Colphene FR GR,self-adhereid.
#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 HavingiJurisdict+on.
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 th.roughlyl,,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.
fit
#4 Maximum Design Pressure=-60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requiremJrits to 'satisfaction of Authority
Having Jurisdiction. I
Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin
caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three (3),
equally spaced rows in the center of the sheet.
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered
5.6.4.1 All other direct-deck, adhered Soprema underlayment systemsi beneath foam-on the systems carry a
Maximum Design Pressure of-45 psf.
Exterior Research and Design,LLC" i;' Evaluation Report 518010.06.09-1131
Certificate ofAuthori:ation#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION j FL2569-1113
Soprema,Inc. j;' Revision 11:10/06/2017
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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 shat( 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 resistthe 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* cdr'ry the'limitations set forth in
Section 2.2.10.1 of FPA Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco; Lastobond Smooth Seal HT, RESISTO
LB1236,Grip-Rite Eave&Valley Protector or RESISTO LB1244 shall;not be left exposed for longer than 30-
days after installation.
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 140, Lastobond Shield HT or Lastobond
Pro HT-S shall not be left exposed for longer than 90-days after installation!
Lastobond TU HT or Colphene FR GR shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)):; I
When loading roof tiles on the underlayment in direct-deck tile assembliesI:the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using baftens during loading of the roof
tiles.
TABLE,2E TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECKTILE INSTALLATIONS
Maximum
Underlayment Tile Profile Staging Method Slope
Flat Max.10-tile stack, 6:12
Lugged Max.10-tile stack 5:12
f
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by'8 tiles high 6:12
on slope,as shown below)
.:tea: _ •lit 4T1..
j Lastobond TU HT 'y
Lugged
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Colphene FR GR Flat Max.10 f Ile stack 5:12
Lugged Max.10-flle stack 6:12
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Exterior Research and Design,LLC. i Evaluation Report S18010.06.09-1111
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION I FL2569-R13
Soprema,Inc. 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.I with Soprema published installation
requirements subject to the Limitations set forth in Section 5 herein;and thefi
�speci 'cs 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).
6 3, Lastobond T.0 HT,Lastobond Shield;Lastobond'Pro HT N,°,RESISTO SA SMO PLY 40,Lastobond Shield _
HT,;Lastobond Pro_HT S,.Lastobond Eaves Protection.Sheet; Lastobond.195, Lastobond Eco;;iastbbond
Smooth Seal HT,RESISTO L 81236 .Grp-Rite Eave&:Valley Protector,RESISTO LB1244 or Colpherie FR GR;
6.3.1 Shall be installed in compliance with the requirements for ASTM D1910 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed. I
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 It4 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ftl of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
i membrane tight. Firmly roll the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps
shall be sealed using either heat-welding or hot air welding techniques.
When installing at slopes above 8:12,Soprema recommends back nailing in the overlap area at the top of
the sheet at 12-inch D.C.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot Iengths.,0eel'theirelease paper and center sheet
over valley or ridge. Drape and press sheet into place, working from thel,'center,of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest pi int andwork 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 4and 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).
Tile shall be loaded and staged in a 'manner that prevents; tile sliIa,page °and/or damage to the
underlayment. See Table 2 herein,and Soprema published requirements for tile 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 4
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Exterior Research and Design,LLC. I; Evaluation Report S18010.06.09-R11
Certificate of Authorization 49503 6"'EDITION(2017)FBC NON-HVHZ EVALUATION I FL2569-R13
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 prbpertiegspecifications.
'Plant Soecificatiori
Lastobond Shield,RESISTO SAI SMOOTH:PLY 40,Lastobond Shield HT,
Lastobond Pro HT-N,Lastobond Pro HT-S,Lastobond 195,Lastobond
Drummondville, ASTM D1970 Eaves Protection Sheet,Lastobond Eco,Lastobond Smooth Seal HT,
QC(Canada) RESISTO LB1236,PrimeSource Grfp-Rite Eave&Valley Protector,
RESISTO LB1244
ASTM D1970&FRSA/TRI 04-12 Colphene FR GR
Wadsworth,OH
Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco,
ASTM D1970 Lastobond Smooth Seal HT,RESISTO LB1236,PrimeSource Grip-Rite
Eave&Valley Protector,RESISTO LB 1244
ASTM D1970&FRSA/TRI 04-12 Lastobond TU HT;Colphene FR GR
Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco,
Gulfport,MS
ASTM D1970 Lastobond Smooth Seal HT,RESISTO 1_61236,PrimeSource Grip-Rite
Eave&Valley Protector,RESISTO 1_61244
9. QUALITY ASSURANCE ENTITY: I i
UL,LLC—QUA9625;(314)57873406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT- I
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Enterior Research and Design,LLC. f!Evaluation Report 518010.06.09-R31
Certificate of Authori:atlon 119503 6'EDITION(2017)FBC NON-HVHZ EVALUATION ';' FL2569-R13
Soprema,Inc. ' Revision 11:10/06/2017
III Pale 8 of 8
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Florida Building Code Online Page 1 of 2
{{7
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BQS Home 's Log In User Registration Hot Topics f Submit Surcharge Stats&Facts Publications # FBC Staff % BCIS Site Map = Links Search
I
� x'sl Product Approval
�;,�'USER:Public User
a,
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Product Approval Menu>Product or Opp u ation Seaf > ligation List>Application Detail
Yom'3" ,, •i '
x z FL# FL10674-1113
Application Type Revision {I
Code Version 2017
Application Status Approved !y"
Comments 4
Archived I'
Product Manufacturer Owens Corning
Address/Phone/Email One Owens Corning Parkway
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Toledo,OH 43659
(740)404-7829 i
greg.keeler@owenscomingl.com
Authorized Signature Greg Keeler
greg.keeler@owenscorninglcom
jY
Technical Representative Mel Sancrant
Address/Phone/Email 1 Owens Corning PKWY
Toledo,OH 43659
(419)376-8360 '
mel.sancraiit@owenscomig.com
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Quality Assurance Representative
Address/Phone/Email i
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Category Rooting II,
Subcategory Asphalt Shingles
I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
II
it
Florida Engineer or Architect Name who developed Robert J.M. Nleminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC I i,
Quality Assurance Contract Expiration Date 05/16/2020
Validated By John W. Knezevich,PE I'J'
Validation Checklist- Hardcopy Received
Certificate of Independence FL10674 R13 COI2017 _01 COI i ieminen:pd
,II I
Referenced Standard and Year(of Standard) Standard I Year
ASTM D3161 2016
ASTM D3462 2010
ASTM D7158 I; 2011
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Equivalence of Product Standards
Certified By f I
Sections from the Code
F'
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http://www.floridabui Iding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDgtBNbEY5 V%2... 1/15/2018
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'Florida Building Code Online _ Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 10/10/2017
Date Validated 10/11/2017
Date Pending FBC Approval 10/15/2017
Date Approved 12/12/2017 ;
SummarV of Products
FL# Model,Number or Name Description
10674.1 Owens Coming Asphalt Roofing 3-tab,4-tab,5-tab,laminlated,Starter and hip&ridge
Shingles and Starters shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL10674 1133 Ii 2017 iQ FINAL ER OC ASPHALT
Approved for use outside HVHZ:Yes Sal INGLES FL10674-R13_'pdf
Impact Resistant:N/A Verified By: Robert J.M. Nieminen PE-59166
Design Pressure: N/A Created by Independent Third Party:Yes
Other: Refer to ER,Section 5. Evaluation Reports I�; " i
FL10674 R13-.XE-2017 110 FINAL ER OC ASPHALT
SHINGLES FL10674-PI3'pdf
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:950-487-1824
r
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-mail address released in response to apublic-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.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here. j
Product Approval Accepts:
H' E:1Ft�c M I'I
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Safe
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http://www.floridabuilding.ora/Dr/pr_app_dtl.aspx?paramwGEVXQwtDgtBNbEY5 V%2... 1/15/2018
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EXTERIOR RESEARCH&DESIGN, LLC.
Certificate of Authorization#9503
353 CHRISTIAN STREET,UNIT#13
TRINITYIEKD
OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-118
One Owens Corning Parkway '' FL10674-1113
Toledo,OH 43659 Datelof Issuance:02/06/20.12
(740)404-7829 I 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'r'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 Editions`(2017) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles l i,
,i
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.11 R905.2.6.1.
I
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that irelate;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. TrinityJERD 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 "Trinity ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall 6e,done in its entirety.
INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the userby the manufacturer or
its distributors and shall be available for inspection at the job site at the request I
of the Building Official.
I�
This Evaluation Report consists of pages 1 through 8.
Prepared by:
Robert J.M.Nieminen P.E. '';S ^c>"i Tlie facsimil I, eal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 Nieminen,P.E.on 10/09/2017.This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest 4n any;company manufacturing or
distributing products it evaluates.
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 Deports are being issued. H,
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]ERD nor Robert Nieminen, P.E. are,Jn any way, the-Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permittingordesign guidance unless retained
specifically for thatpurpose.
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ROOFING SYSTEMS EVALUATION:
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1. SCOPE: I
Product Category: Roofing
Sub-Category: Asphalt Shingles I I
Compliance Statement: Owens Corning Asphalt Roof Shingles,as produced lby Owens Corning, have demonstrated
compliance with the following sections of the I th Edition (2017) Florida Building Code and Florida Building Code,
Residential Volume through testing in accordance with the following Standards.RCompliance is subject to the
Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS: I E
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Section Property Standard Year
1507.2.51 R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 l ! I 2011
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3. REFERENCES: � I
Enti Examination Reference Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.ri3 I i 02/15/2007
UL LLC(CER9626) Physicals&Wind Resistance 20120516-R2453 i 05/16/2012
UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006
UL LLC(TST9628) Wind Resistance 11CA34308 ; 02/28/2012
UL LLC(TST9628) Physicals&Wind Resistance 4786093137 i( 02/01/2014
UL LLC(TST9628) Wind Resistance 4786126532 i 02/10/2014
UL LLC(TST9628) Physical Properties Classification letter I 02/13/2014
UL LLC(TST9628) Physical Properties Classification letter I 10/02/2015
Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs " Various
UL LLC (QUA962$) Quality Control Service Confirmation I'�' Exp.05/16/2020
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4. PRODUCT DESCRIPTION:
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4.1 Asphalt Shingles: l
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4.1.1 Classic and Supreme are fiberglass reinforced,3-tab asphalt roof shingles. '.I
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4:1.2 BerkshireA are fiberglass reinforced,4-tab asphalt roof shingles.
4.1.3 Devonshire'"'are fiberglass reinforced,5-tab asphalt roof shingles.
4.1.4 DurationA, TruDefinition® Duration% Duration' Premium Cool, TruDefinition® Duration® Designer Color
Collection, TruDefinition®Oakridge*, Oakridge and WeatherGuardA IHP are;fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip&Ridge Shingles: i
4.2.1 BerkshireA Hip &Ridge Shingles, High Ridge,WeatherGuardA HP Hip &Ridge,Shingles, ProEdge Hip &Ridge
Shingles and DuraR(dgel Hip&Ridge Shingles are fiberglass reinforced,hip alnd ridge asphalt roof shingles.
4.3 Accessory Starter Strips:
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4.3.1 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
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5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Niei'ihen, 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 notart of this Evaluation Report;refer to current A
p p I ppraved Roofing Materials Directory
for fire ratings of this product.
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Exterior Research and Design,LLC. ` Evaluation Report 037940.02.12-Rg
I Certificate 4Authorization#9503 6"EDITION(2017)FBC NDN-HVHZ EVALUATION I I. F1.10674-1113
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
! Page 2 of 8
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5_4 Wind Classification:
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5.4.1 All Owens Corning asphalt shingles noted herein are Classified in accorda'rce 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 V asd = 150 mph (Volt = 194 mph). Refer. to Section 6 for installation
requirements to meet this wind rating. I ;
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 R905.2.6.1Ito ASTM D3161, Class F, indicating the
shingles are acceptable for use in all wind zones up to Vasd=150 mph (Volt=1'94 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies to exposure category B or C,as defined in FBC 1609.4.3, and a mean
roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions
outside these limitations. Contact the shingle manufacturer for data?specific to each shingle.
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5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C.Rule 614320-3,
6. INSTALLATION:
6_1 Underlayment:
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6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 61G20-3,per FBC 1507.2.3,1507.2:4 or R905.2.3.
6_2 Asphalt Shingles: j l
j 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 oI R905.2.6, with the following
exceptions:
v Berkshire®shingles require minimum five(5)nails per shingle. E'
➢ WeatherGuardg HP shingles require minimum six(6)nails per shingle.
""
➢ Devonshire' shingles require minimum six(6)nails per Shingle:
➢ Starter Strip Shingle and Starter Strip Plus require minimum five(5)naihs 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. I'
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. i t
6:2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
Feltunderlayntent Deck Feltunderla merit (l rev Oeek Self-adhered y r Weatherlock'T
Self-adhered I x I C� underlayment
Weatherl.%P
1(1 underlayment
a-•�.. Drip edge
Drip^ =jl, Dripedga Drip—
edge "/, edge p6p r
[Va:lslocated - IVaIsI ated
2'4'from eave
2"-3"from cave
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Install first Selfsealingadheshe Inste9PrststarterstrfpPFl ''1 Self-se�ngadhesive
starterStri •:/ sidonedalon cave
ositioned alon eave po 9
pp P 9
shinglerA9 vrnh6"removed
G"removed , , ls rip Plus overhan
Starter Strip shingly ovarhangs eaves and rakes:5=fi' � starterI e gs eaves and rakes 1W-314"
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Exterior Research and Design,I.I.C. h Evaluation Report 037940.02.12-RS
Certificate oJAuthorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION '; FL10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 3of8
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6.2.6 Minimum Nailing—Classic®&Supreme:
�'la
Normal Mansard or Area para Normal I Mansard or Area para
Wind Areas High Wind dosvanas y Wind Areas �, ,; High Wind desvanes y
Arenpara vientos nonneles Areas vientos fuertas Area para vientos norrttoles
Areas vientos fuertes
2"l (B) r2" t" t" (t 2'. tB) l-2" r�i
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S"Exposure 65/8°Exposure il^
Exposiclon Exposicidn h
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6.2.7 Minimum Nailing—Berkshire®:
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Seatarddrip I'Sealant strip
+I /La ttra de saadar I La lira de se0ador
Q< - f
Ya' a Y•L' t"8 rh" 8+�<I 8 V21 812 ,J
t
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Standard Fastening Pattern 6-Nail Fastening Pattern
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Sealant strip
La lira de sellad°r
a vt• a±�t' a+,:' s�t•
V
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o I,,
Asphalt roofing mment
Cownto de who do aetaW P'
Mansard or Steep Slope Fastening Pattern ss
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Exterior Research and Design,LLC. Evaluation Report 037940.02.12-Ra
Certificate ofAuthorizatlon 119503 6n+EDITION(2017)FBC NON-HVHZ EVALUATION j ! FL10674-R13
j Owens Coming Asphalt Roof Shingles �'i^ Revision 8:10/09/2017
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TRINITY ERD
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6.2.8 Minimum Nailing—Devonshire"':
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1_ I 711 1 8" I 8° 8• err
a2yds , I
!' Nails!
T,
5.5/8"exposure
fxpcsicion de 5 5/8 pulg Sealant location
Ubicacilin del sellador s„•
:w:
Ten 1”Spots of Asphalt Roof Cement
Standard 6-Nail Fastening Pattern Mansard orSte4;slope Fastening Pattern
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6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Durati nO Premium' Cool & TruDefinition'
Durations Designer Color Collection:
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4-Nail Fastening Pattern j6.Nall Fastening Pattern
SureNa0)rastenRea area xidtn i SurzNailAfasleningarea Width
Nail Typical I Nail Typical
12 I 12 IT• 1 i 112 f.� tP
1 - - a'•�-,wwa __�__ 0.=9,,.,:�t.o..».zso-:. -o ' c..- lt•ij€ �-=•-r .e,:
6-18-G - 6tB"Sfi18 I,S
1t�.��. _
I _ _
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Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
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SurnNae.]faotoning eras winch I �I,,
xaa,Tppmec .
t2.
Four 1"Spou ol.UFtai/t Rmllna Camenl
Mansard or Steep Slope Fastening Pattern I
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Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503, 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1113
j Owens Corning Asphalt Roof Shingles i ' Revision 8:10/09/2017
Page 5 of 8
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6.2.1 Minimum Nailing—TruDefinitiond Oakridge®,Oakridge®:
4 Nall Pattern 6 Nail Pattorn
Esquema coir d clauos Esquema cou 6 clavus i l
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12'
H— Till 12
5At'
6519"Exposure NaSG. 5 519"'Exposure I I? Nails
Expo;[ do Clseos ExpostUdn&55/8pulg. 5519"Erposuie clavus 6.519"Exposure
Exposki6a de 55/8 pv.g Exposici6n de 55/9pu1g.
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Standard Fastening Pattern 6-Nail Fastening'Pattern
fl
Fastening for Slopes Greater Than 21:12 tty
Sumdai7D laSlonine.—width
r r
Ha t ryµ I
7 72 [
V
6.714'RS'6^
run.. I
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Four V Spots of Asphalt Roofing Cement
Mansard or Steep Slope Fastening Pattern', I'1 ,
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6.2.1 Minimum Nailing—WeatherGuardO HP: I .
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91 Ole slilb view
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Antmux'61mMrait ILII Una,
Cfwm MR fe Ems dW ffodifiv
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Exterior Research and Design,.LLC. Evaluation Report 037940.02.12-118
Certificate of Authorization 99503. 6TM EDITION(2017)FBC NON-HVHZ EVALUATION I FL10674-R13
Owens Corning Asphalt Roof Shingles I Revision 8:10/09/2017
Page 6of8
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6_3 Hip&Ridge Shingles: j
6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuarda HPF Hip 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 j'5hingles shall comply with the
Owens Corning current published instructions, using two (2) nails'1per shingle. Refer to Owens Corning
published information on wind resistance and installation limitations, inclutling the use of hand-sealing for
wind warranties. I
i 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 hi
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Fig.1 � Fig.2
Q—
DlrnArealan3Wnrl
¢inn
Nals
4
%171
lop Laminalal Ih�"..', 2" t 1
� 3� I 2"
Pima '➢ j
�d '4==4
, 4i i A j I
Fliltlur
e
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V \•
12"
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6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge:
Fig.C Hip&Ridge Shingle Fastening
Fig..4 4 4 ^` I 'ropvkK,i
f Pmwlling't11M f`� ,
4—Dlreclbn ..Fy,
I
!' ~� D' ^' p
Exposure �' I i'4 j
6" Exposure
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Exterior Research and Design,I.I.C. ( Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION I I F1.10674-1113
Owens Corning Asphalt Roof Shingles f ;' Revision 8:10/09/2017
? Page 7 of 8
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6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevailling. Standard
WindDirection Fastening..
Sealant Strip Pattern
6"Ex osure }r'
2°1 .:I- I
L �1., .1v
Sealant
Fasten 71!," 7 7z 6i p'Exposure
Cover Exposed
Fasteners with
S Roof Cement I I
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6.3.6 Minimum Nailing—DuraRidgelm Hip&Ridge Shingles:
Note:The drawings below pertain to minimum;as-tested attachment require)ments.l Refer to Owens Corning
I published installation instructions for their minimum requirements. i
i
PromiltiffirdDirvdan Top View,'
Diraaion d_miranta divcnt Vuz en ptui f`I'
I DiracdOndQI Ainto pro+rnimnta t>II" Vista sup rkr- I-
I h;
Av
3.. —.
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7. LABELING: °
7.1 Labeling shall be in accordance with the requirements the Accredited Qluality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the requireId'
classifcations detailed in FBC
Table 1507.2.7.1/R905.2.6.1. I+
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official.or Authority Having Jurisdiction in order to propinrly evaluate the installation of
this product. ;
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. I Evaluation Report 037940.02.12-RS
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION I FL10674-1113
Owens Coming Asphalt Roof Shingles { Revision 8:10/09/2017
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