HomeMy WebLinkAboutproduct approval 2/22/2018 Florida Building Code Online
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Product Approval
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Prddc cG i+¢e:nvat:T7e �>Ac tlz�Ctmr kcvar3en 5sati>A�1fcY3innt >Application Detail
FL# FL5444-R12
Application Type
Revision
Code Version 2017
Application Status Approved
1
Comments C
Archived i
Product Manufacturer CertainTeed Corporation-Roofing}
_ Address/Phone/Email 20 Moores Road- I
Malvern, PA 19355
(610) 893-5400
mark.d.harner@saint-gobain.co
f.I
Authorized Signature Mark'Harner ;
mark.d.harner@saint-gobain.coril
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Technical Representative Mark D. Harner
Address/Phone/Email 18 Moores Road
Malvern, PA 19355 R,�!
(610) 651-5847 1 ;
Mark.D.Harner@saint-gobain,com
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Quality Assurance Representative
Address/Phone/Email
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Category Roofing
Subcategory Asphalt Shingles
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Compliance Method Evaluation Report from a Florida oegistered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopyl Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report I,
Florida License PE-59166
Quality Assurance Entity UL LLC i
Quality Assurance Contract Expiration Date 03/09/2020 I !
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Validated By John W.Knezevich,PE
I Validation Checklist-, Hardcopy Received
Certificate of Independence F15444 RIZ CQI 21317:_01 COL Nieminen.odf
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Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 i 2016
ASTM D3462 2010
ASTM D7158 i 2011
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Equivalence of Product Standards
Certified By .
Sections from the Code I 1
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https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtahIgO7CSsoycOrl28CcpCm5j9JS3OsIk4S7sljNd1wNg%3d%3d 1/2
2/22/2018 Florida Building Code Online I
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Product Approval Method Method 1 Option D I i
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Date Submitted 09/07/2017
Date Validated 09/12/2017
Date Pending FBC Approval 09/15/2017
Date Approved 12/12/2017 !
Date Revised. 01/24/2018
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Summa of Products !
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FL# Model,Number or Name Description i
j 5444.1 CertainTeed Asphalt Roof Shingles 3-tab,4-tab,strip(no=cut-outs),laminated and architectural
i asphalt roof shingles I
! Limits of Use Installation Instructions
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Approved for use in HVHZ: No FL5444 R12i!II 2'017 b9f FINAL ER CERTAINTEED,ASPHALT
Approved,for use outside HVHZ:Yes SHTNGLE*S,'R5444•-RS-i!::vdf i
Impact Resistant: N/A Verified By: Robert Neininen;PE PE-59166
Design Pressure: N/A Created by Independent Third Party:Yes
Other: Refer to ER Section 5 for Limits of Use Evaluation Reports III
F!25444 R121 AE 2017'10} FINAL ER CERTADITEED ASPHALT
(SHIN'GLES' F!15444-Rfr!'.Ddf
Created by Independent Third Party:Yes
Contact Us::2601 Blair Stone Road,Tallahassee FL 323991 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement I.:Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mall.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 whkh can be made available to the p blit.To determine If you are a Ncensee under Chapter 455,F.S.,
please click here. ,
Product Approval Accepts:
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Credit'Card i
.Safe ! `
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https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtahlg07CSsoycOrl28CcpCm5j9JS30sk4S7sljNIdlwNg%3d%3d 2/2
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j EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
T® �/ 353 CHRISTIAN STREET,UNIT#13
1 N11 :1
��� OXFORD,CT 06478
i (203)262-9245
r .
EVALUATION REPORT j
CertainTeed Corporation ++� Evaluation Report 3532.09.05-1113
20 Moores Road 1, FL5444-R12
Malvern,PA 19355 ! 'Date of Issuance:09/22/2005
(610j 651-58-47 Revislarr 11:09,/05/2017
SCOPE: I
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules landregulations 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 61h Edition(2017)Florida Building Code isections noted herein.
DESCRIPTION: CertainTeed Asphalt Roof Shingles.
LABEUNG: Labeling shall be in accordance with the requirements of the Accredited Quality'Assurance Agency noted herein
and FBC 1507.2.7.1/R905.2.6.1
CONTINUED COMPUANCE: This Evaluation Report is valid until such time•as the named prodi'Ict(s) changes, the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, RZ if the product changes or the
referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
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ADVERTISEMENT: The Evaluation Reporf number preceded' by the words "TrinitylEi D Evaluate6" may be displayed- fn
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 thej'user by the manufacturer or its
distributors and shall be'available for inspection at the job site at the request of the BuildinglOfficiaLl
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This Evaluation Report consists of pages 1 through 12.
Prepared by: s
: �t��tntnlrpif7r--- I
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l 5 5:3?g yOF �j r
Robert J.M.Nieminen,P.E.
?• ? The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166,Florida DCA ANE1983 �f�s'p N'�y �x P.E.on 09/05/2017.This does not serve as an electronically signed
^, document. I:
CERTIFICATION OF INDEPENDENCE: I I i
1. Trinitj IERD 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 l 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 manufaeturingi'or distributing products for
which the evaluation reports are being issued. l"
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. 1
1 5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are,jin 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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,: . TR LAITY I ERD
ROOFING SYSTEMS EVALUATION: i
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1. SCOPE:
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Product Category: Roofing
Sub-Category: Asphalt Shingles j
Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have
4 demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 61h Edition
(2017) Florida Building Code, Residential Volume through testing in accordance,with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
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2. STANDARDS: i
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Section Property Standard j '+f'• Year
j 1507.2.5,R905.2.4 Physical Properties ASTM D3462 I' 2010
1507.2.7.1,8905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 ; ,J; 2011
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3. REFERENCES:
Enti Examination Reference Date
UL(TST 1740) ASTM D3161 94NK9632 ! 05/15/1998
UL(TST 1740) ASTM D3161 99NK26506 ;! 11/23/1999
I
UL(TST 1740) ASTM D3161 03CA12702 05/27/2003
UL(TST 1740) ASTM D3161 03CA12702 ! 06/16/2003
UL(TST 1740) ASTM D3161 03NK29847 10/03/2003
UL(TST 1740) ASTM D3161 04CA11329 05/24/2004
UL(TST 1740) ASTM D3161 04CA32986 12/03/2004
UL(TST 1740) ASTM D3161 05NK07049 i l i 04/15/2005
UL(TST 1740) ASTM D3161 05NK16778 fi 05/12/2005
UL(TST 1740) ASTM D3161 05CA16778 05/12/2005
UL(TST 1740) ASTM D3161 05NK14836 05/22/2005
UL(TST 1740) ASTM D3161 05NK22800 j 06/22/2005
UL(TST 1740) ASTM D3462 R684 ;,! 09/21/2005
UL(TST 1740) ASTM D7158. 05NK08037 j 06/28/2006
UL(TST 1740) ASTM D3161&D3462 09CA28873 07/23/2009
UL(TST 1740) ASTM D3462 10CA41303 10/07/2010
UL(TST 1740) ASTM D3161 10CA41303 J; 10/08/2010
UL(TST 1740) ASTM D7158 10CA41303 j 10/27/2010
UL(TST 1740) ASTM D3161&D3462 IOCA44960 '� 11/11/2010
UL LLC(TST 9628) ASTM D3161,D3462&D7158 13CA32897 i' I 11/21/2013
UL LLC(TST 9628) ASTM D3161,D346204/22/2014
;I' 04/22/2014
ULLLC(.TST 9628) ASTM.D7158 TGAH.R684 ! 04/22/2014
UL LLC(TST 9628) ASTM D3161-&D3462 4786334434 j 09/16/2014
UL LLC(TST 9628) ASTM D3161&D3462 4786570826 I 02/12/2015
UL LLC(TST 9628) ASTM D3161,D3462&D7158 4786570717 I: 12/16/2015
j UL LLC(TST 9628) ASTM D3161&D3462 4787195678 ;' 02/09/2016
UL LLC(TST 9628) ASTM D3161,D3462&D7158 4787380356 10/26/2016
UL LLC(TST 9628) ASTM D3462 4787380357 I 10/13/2016
UL LLC(TST 9628) ASTM D7158 4787380357 I ! 11/08/2016
UL LLC(TST 9628) ASTM D3161 4787380357 j', 11/09/2016
UL LLC(TST 9628) ASTM D3161,D3462&D7158 4787586427 j! i 01/25/2017
UL LLC(QUA 9625) Quality Control Service Confirmation hl Exp.03/09/2020
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Exterior Research and Design,I.I.C. Evaluation Report 3532.09.05-1113
Certificate of Authorization#9503 6T"EDITION(20171 FBC NON-HVHZ EVALUATION j FL5444-R12
Ce"rtainTeed Asphalt Roof Shingles;(610)Z51-5847 + Revisit"n 13:09/05/2017
Page 2 of 12
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TRINITY tERD .
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4. PRODUCT DESCRIPTION:
4.1 CT20T"',XTT""25,XTT""30 and XTT"°30 IR are fiberglass reinforced,34ab asphalt roof,shingles.
4.2 Arcadia'"', Belmont®, Belmont® IR, Carriage House Shangle®, IGrand JIManor Shangle®, Landmark7"",
Landmark TM IR, Landmarlem Pro, Landmark TIM Premium, LandmarkTM,'TL, Landmark'"I Solaris and
Landmark TM Solaris IR are fiberglass reinforced,laminated asphalt roof shingles.
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4.3 NorthGateT""is a fiberglass reinforced,laminated,SBS modified bitumen rooIf,shingle.
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4.4 Presidential ShakeTM, Presidential Shake TM IR, Presidential Shake TLT""'and Presidential Solaris"' are
fiberglass reinforced,architectural asphalt roof shingles.
4.5 HatterasTI, Highland Slate T"'and Highland Slate""°IR are fiberglass reinforced,4-tab asphalt roof shingles.
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4.6 PatriotTM is a fiberglass reinforced asphalt roof strip-shingle (with no aut-outs) providing a laminated
appearance through an intermittent shadow line with contrasting blend drops for color definition.
{ 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge""', Shadow'Ridge"^', Cedar CreStTM, Cedar
CrestT"° IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip
and ridge installation. ;
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4.8 Any of the above listed shingles may be produced in AR(algae resistant)versions.
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S. LIMITATIONS:
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 plrevious!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 within FBC HVHZjurisdictions. f'
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
I Directory for fire ratings of this product.
5.4 Wind Classification: j I
5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1'and R905.2.6.1 to ASTM
D3161,Class F and/or ASTM D7158,Class H, indicating the shingle's are acceptable for us in all wind zones
UP to Vasd =150 mph V
I p p ( „it=394 mph): Refer to Section 6 for installation!requirements to meet this wind
rating.
5.4.2 Presidential Accessory,Accessory for Hatteras,Shangle Ridge,Shadow Ridge,Cedar Crest, NorthGate Ridge
and NorthGate Accessory hip& ridge shingles have been evaluated in accordance!with ASTM D3161,Class
F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or
Henkel PL® Polyurethane Roof & Flashing Sealant, applied as specified)in manufacturer's application
instructions, for use in wind zones up to Vasd=150 mph(V„It=194 mph).
5.4.3 Classification by ASTM D7158 applies to exposure category B or C'and a building height of 60 feet or less.
j Calculations by a qualified design professional are required fog conditions outside these limitations.
Contact the shingle manufacturer for data specific to each shingle.
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5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance(RT)for the CertainTeed
asphalt Roof shingles listed in Section 4.1 through 4.6(except Presidential'Solarislm)exceeds the calculated
uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (�V„It = 194 mph) for residential
buildings located in Exposure D conditions with no topographical'variations (flat terrain) having a mean
roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these
conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum
requirements, subject to minimum codified fastening requirements;,established within any local
j jurisdiction,which shall take precedence.
5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 614320-
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Exterior Research and Design,I.I.C. i Evaluation Report 3532.09.05-R13
CEfrifi'Cate 6fA6thdriiz6"ri6M#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R12
Ce6SSa7 tTefi - fRivTsion 15:-09/0"5/2017
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TR�NI'T ER[
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6. INSTALLATION:
6.1, Roof deck, slope, underlayment and fasteners shall comply with FBC 1'507.2 % R905.2 and the shingle
manufacturer's minimum requirements.
6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold 'current Florida Statewide
Product Approval, or be Locally Approved per Rule 61G20-3, per FB ;Sections 1507.2.3, 1507.2.4 or
j R905.2.3. I I
6.2 Installation of asphalt shingles shall comply with the CertainTeed,!Corporation current published
instructions, using minimum four(4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6
and the minimum requirements herein.
6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC
1507.2:6 or R905.2.5. Staples are not permitted.
6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal,use the"Stee'p Slope"directions.
6.3 CertainTeed asphalt shingles are acceptable for use in reroof(tear-off)or recover applications,subject to the
limitations set forth in FBC Section 1511 or R908 and CertainTeed publishedkyy.installation instructions.
6.4 TM TMS TM T+w + s 4r # E}fit k
LOW AND STANDARD SLOPE VIEW SLOPE I
r v
EflGLISH: 12" 12 72"
Use1duf nails.and six vols of asphalt roo�itrg cement*for every'fuu
(305 Titin} .:.(305 mm) (305.mm) shingle(Figritje 11-4).Asphalt rooting cement meeting ASTM D4586
line II se .is suggetd
(25-mm)-+►) ! �
itbr mm} --- ----
,I T.
METRIC' 13�I8" 13�/e',.:.
Rppling Ct+menIt
1 ,(25 mm) Sealant 7 (25.. n) Apply'1"-(26 mmnf pots of asphalt roofing cement
__ undereachlabcorner
I
g��,� Figtare l7-�•L(sitfoirr nails�cil str sjaots afaspbrr{t crnieiton steefi slopisc
�- CAUTION:Excessive us•a of roofing cement can;canse:§Wngles
to Blister,
� Ft utb 11-;Ose oris nbi1S' r '
g 3 .1' .f6 e�etyfrt1s66ngEa; i . I
i 6.4.1 Hip&Ridge for CT20TM,Xrm 25,XTT""30,XT TIM 30 IR: Cut Shingles
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(25 mm)
i 1 11 5;. ,112 (305;11m}"�-`� Fgh
yi li t tl {125 tntil� 1.
Sides
Cap. Cap: Cap: 305mm} t•� as
'tangle Shingle Shingle
Fi ire 1124 od ta6s,&n.hft tach f,:mai6op esbt
(ftfish�tinmmlomshoum); shim j `5 Ct2 Cot,,
Figrire;ll 25Instgllalk.0fcapsa(ongt6e uifiSA*rfdgW
6.4.1.1 For ASTM D3161,Class F performance use BASF"Sonolastic®NPV, - adhesive or Henkel"PL® Polyurethane
' Roof&Flashing Sealant",in accordance with CertainTeed requirements.
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Exterior Research and Design,I.I.C. I. Evaluation Report 3532.09.05-R13
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVH2 EVALUATION �,!I FL5444-R12
CertainTeed Asphalt Roof Shingles;(610)651-5847 ; j Revision 13:09/05/2017
Page 4 of 12
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T1�11l1Y
6.5
LOW AND STANDARD SLOPE STEEP SLOPE . .4•.�. _ _ �•.
Use SIX nails for every full shingle located as shown below. Use.SIX nails and FOUR spots,of asphalt;roofing cement for every full
shingle as shown below:Apply asphalt rpofing cement 1"(25 mm)
—,—r— from edge of slun�e.Asphali roofing cement meeting ASTM D 4556
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71]te dIis suggested. �
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+—t'(25mm) 1°(25mm)—
I Nail Line r T—T—
Nail -1°(25 mm) j 1'(25 mm)U,
--►
Nail Line
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I Figure 2.Use six halls for evcq full shingle. `' `' '`' `'
Figure 3�(Ise six mils turd f tir spots of asphalt
'roofing ccJitent on steep slopes•
6.5.1 Hip&Ridge for Arcadia'": Cedar Crest'',Cedar Crest'""IR i
Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch
from each side edge and about 2-inch up from the starter shingle'Is exposed butt'edge,ensuring minimum
-inch embedment into the deck, or full penetration through the,deck. For each full Cedar Crest shingle,
place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from�'each side edge.
For ASTM D3161,Class F performance use BASF"Sonolastic®NP1'"""adhesive or Henkel "PL®
Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements,to hand-seal
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Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shfingle's!raised overlay on the
top piece and extending approximately 4-inch along the sides of the head,lap along a line%to 1-inch from
each side of the shingle's headlap. Immediately align and apply the overlying shingle,gently pressing tab
sides into the adhesive,and install nails. To secure the other side;apply a 1-inch;diameter spot of NP 1 or
PL adhesive between the shingle layers.
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Hand-seIaling adhesive
• 4P
'1
20g(nftt) 1/4A
sure.�
`Z5 3/4"
r
Dab of asphalt
cement between
shingle layers
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Exterior Research and Design,I.I.C. Evaluation Report 3532.09.05-R13
Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION F1.5444-1112
CeitailiTeed At7p ft-a I t R-Col 5hingIis;(610)_651--5847 ) Revision 11-09/05%2017
Page 5 of 12
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TR11L�Y ER
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6.6 BEl[VIQNTe'OIfI3ELM0NT�IR I t
Low and Standard Slope Steep Slope(greater than 21:12):
(2:12 to 21:12): Use SEVEN nils and EIGHT spots of
Use FIVE nails for every full Belmont shingle, asphalt roofingicement**for every full
located as shown below. Belmont shingle!Apply;asphalt roofing
cement 1"(25ifrii)from edge of shingle.
See below.Asphalt roofing.cement meeting
ASTM D4586 Type 11 is suggested.
� 5+s'416ccaa) &5t8'
a AdfTiorr't dis it required. } " t' ae t) • t`{25 mr}—� •
t'itSsm) � �r6ngCemeoi
6.6.1 Hip&Ridge for Belmont®or Belmont®IR: !
6.6.1.1 Option 1: For Belmont®,refer to instructions herein for Cedar Crest'""or;Cedar CrestTM'IR hip and ridge
shingles. For Belmont®IR,refer to instructions herein for Cedar CreStTM IRI hip and ridge shingles.
6.6.1.2 Option 2: For Belmont®: Shangle®Ridge
18' ('! Remove tape
Exposure fromthe;rightide
l and fasten
j i; SECOND
Fasten the I '
j leltside 5I . i," RIGHT
RhmoVp a Al
Th'*Tape
FIRSTJJ LEFT ff
� f
Figilm.1719;lirstall�rtlo t ofSG i gle®Rfilge sHtiigles
Ftgrrre.17=18.Shcrngl�®Ridgy
on hips cruel ridges
6.6.1.3 For ASTM D3161,Class F performance use BASF"Sonolastic®NPI'M"adhesive or,Henkel "PL®
C Polyurethane Roof&Flashing Sealant", in accordance with CertainTeed requirements.
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Exterior Research and Design,U.C. Evaluation Report 3532.09.05-R33
Certif tate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-1112
-CertainTeed Asphalt'Roof Shingles;(610)851-5847 f Revision 13:V9/05/2017
Page 6 of 12
TUNITY
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6.7 CARRIAGE HOUSE SHANGLEs®;AND GRAND MANQR SNANGLE�r r { 3 �4
' STEEP'SLOPE ; '''
LOW AND
STANDARD SLOPE` l st seveu nails and three spats of asplil roofing cement tar.every
Ltse fl1e atils foretoi)full Sliittgte, full.Grand�Nanor Spangle.Use fl`> nail;and three:spots of:aspha t
rnnfrig eeni ft flip every fidl;(16riage House Siwngle and Centennial
Mate.Apply 3s hA roofing c (
eitmnt i' Z5 tnni}.from of shingle.
edge
(1 rs,11M i7 5).Asph:dl roofing couedt rltceting lShl t 114586.1
}Pe lI.
1912"
S!8"
(96.mm) (22(lrntgj y or les- ►{ 1•.
Jr!&pre-1741 Um/lm ttalTs fox errfulL(;rand drdirnr Sbarigle.. Sig ` 8518°
Cidr&rge.11orrse Sbnngle�r£etllen�rrnl5lnlri.; mmm
T.
�--Roolt�g Cement.
Figure 175:l )11 lit alanor'sl4 igles tin steep slopes,
i tistrseierf itrrUsand ttii�'espats aJbspGnit roof tigrerarnG
I
6.7.1 Hip&Ridae for Carriage House Shangle"'and Grand Manor Shan le:Refer to instructions herein for
Shangle®Ridge hip and ridge.shingles
6.8 LJINDMARI<t"";�LANDMAIZKL'"R�LANDMARKI"'PRt};
1A,
6.8 NOM,ARK, I TLS IEANDMARIKV '
Y 4 4 F
$OLARIS,I.A'1VD1tllAftKT�"�SQf.ARI51R,-IVORTHGATE t,�. � r�_ h' ��� �,
_ IANDMARx,T.L j
1t3W AND<SIANDARD SIOPE I ,
METRIC DIMENSIf)NS
i3t1a" ! 13''' .13112°
� (W mm) (330.mm) (3A3 mm)=►)
12
1 14314" 12" (25 mm)�,:
� �--(305 mm)' .�-.(375 mm)--��--(305�irn)--►j l i I
EXI
'
I
j .
NailBbte
Afea F.i�urell3.4:U.re,/jotrrnnrlrforerer�filllsLfirtQle
j NorthGate:
WIDE
WAIL"1 12' 143r4' i2` j
AREA I+ (305 rrur) -►+—(375 mm) —&-a (945 mm)-rI,
j Nttrgunts !
^+-1•(25mm) Up9rraallne i'f26rnm}-. i j
Lu+vi%rn&1Fi� I j
' w
NaDng areas forlow and standard slopos(tmm 212 to 21:12)
Nal batmen upper&lowlaes as s.hsm above. I
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Exterior Research and Design,U.C. Evaluation Report 3532.09.05-1113
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-1112
CertainTeed Asphalt Roof Shingles;(610)651-5847 ' Revision 13:09/05/2017
�'! Page 7 of 12
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P,
!' *RIND ERD
tines n11ty:incl fou► Pois of tstilmlt►oofing'cenient<(o.►e'ery:fi►p. LANDMARif_TL
hntinateclsh►ngte 5►.e liclo�v Asl�liilt►Doting cementahoultl ntecf:
A�"I'a1;D45SG.- a It A► - 1 s Ots;of°ta hall roo6n'ccment:iincli=. I'�
1}P 1 P1S P P S 131/2" 13" 131/2"
e�cH_ orner and tt ►botrC Il to.1 "tn f►oni each edge: }�—
343 inm) i (330 mm) (343 mm)
METRit:DIMENSIONS
�..,-1''(25 mm) 1"{25mmj-:►'
I
12143!4 12".
r(3, 1
4 rnm). (375:mm? (305MM) ... � 1
t�xc s tea zzx v c xc- — Rtiotina ceme►d'
i� 1 j25 mm)
1"(25 mm)-• ;
I Reis�5e1'ape I i � ,
tJail At P ---4IN
Figure
'1375.,
Ftir Stece0
.stx nri(Is and urs: is o
I �I i .� 1�.:f
K.
1' -'-11� ;° ,•_1:'". asphalt rooJingcententon steepslope
- (25 rp
Rooting:Cement: y
NorthGate:
STEP 92" 1"40
SLOPE ,._3( 05 MM)— .— I'
NAILING (375 mrn--►•-(305 mm}.�
} Nailin units
AREA
-.-1"(25 min) t7etuuee�� i
�ver 1 {25 mm)-
nat Ines. i !,
L .
---- �
Roofing Cement
I
Nailing areas for steep slopes(greater an 21;12)1
I end"Stomi,Nall)ng"
Nail between lower 2 nag lines as shown above.
Ji
6.8.1 Hip&Ridge for Landmark'"".Landmark—IR,Landmark—Pro,LandmaricTm PremiUm Landmark""TL
Landmark'Solaris,Landmark*""Solaris IR,NorthGate:
6.8.1.1 Option 1: Shadow Ridge"" or NothGate Accessory
�i
12" j 918
i (305mm) I',1 (250mm)
(150mm) (i5b' rmy
i
i t al
f
Notch to
+ .Notch for
Centering i !;, Centetimj.
12 131/4
(305mmj N tchesforAligriment (337mm} N tahesforAlignmentt
the lop Edge of the Prev.(ous r the To Edge of'the Prev,ous: 7./8'
Lap tbr5"(125mm)Exposure(180mm) i Ca fof55B"141mm Fx sure (19&mm)
,
Eliglish'Dimension Me eDimenslon
Shadow Ridge- Shadow Ridge"""
,
Exterior Research and Design,U.C. Evaluation Report 3532.09.05-1113
Certificate oJAuthori:ation#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION i FL5444-1112
CertainTeed Asphalt Roof Shingles;(610)651-5847 i ' Revision 13:09/05/2017
i Page 8 of 12
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a;. TRINITY
9 27W
i 411V71I(125- ) il
1 k I! 13 iib°
333 mm)---►
CCAt9tttt¢Pith II�',�Sf8"-*}�-8 5J8°'-s
i I (;1fig mm)I 168 mm
ice # ; ii' 1 l ,.
�; Centering
(337 triltf) Plitt tiseSt fl'; Notch
MZ1101 10 tap 7,.519' 13 m /.'r
W
oe (184tztta) (397 mm) 1: ign these 7516°
I,,notches to top (194 mm)
i I �' edge of i
'revious'caurse.
NorthGate Accessory
NorthGate Ridge I I.
i a
I
'305mm}
( LayngNotch
i
t
-
osure
I , I
Ffgtirg lg 20::C/se laytngnotcts to'center sfitngles,on lilps rind
i ridges,an464,65 ete11&eorrectexpast re J,:
6.8.1.2 For ASTM 133161, Class F performance use BASF "Sonolastic' NP11="'" adhesive or Henkel "Pty
Polyurethane Roof&Flashing Sealant",in accordance with Certai nTeed requirements.
6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest"",Cedar CriesrM IR11hip and ridge shingles.
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Exterior Research and Design,I.I.C. Evaluation Report 3532.09.05-1113
certificate of Authorization#9503 6'EDITION(2017)FBC NOP!-HVHZ EVALUATION i, i FL5444-R12
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13.09/05/2017
Page 9 of 12
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` TRINITY ERD
6.9 �PFLESIDENTlAE$MAKET"'"PRESIDENTIAL SFtAKE1""IR,PRESIDEIVTIAR
MUT PRE tRENTIAL 50LARiS"""
LOW AND STANDARD SLOPt STEEP SLOPE:
4 Por steep slo use`nine Halls for each full Presidential shin eand
For low anfl standard slopes,use fire nails for each full Presrdeiitial p Pes,
shingle as shown below applyl"diameter spots of'asph t,roo$ng.cementunder exk.shin¢le;tab.
Af(er applying=5`.nads in between the naillng'guide lines,apply 4 nails t°
idaid ( 40 —moi above tab eutouts malnng certain tabs of overly111g shingle cover nada
.Gulde Unes (1016 mm)
i sa14
I 033 mm) �I
•. • . • a 14.1/4 . • [•♦
1112. 33 rrdn) (362 mm) l
NOTE Apply nails on painted guideline.
Figure-16:6FasfeningrA.. ilenlialandPrartt(en41.TLSbake 1'�diametefasjhalt bofingcement
_
i sbiq*son'fauJund°slaitidarr/slopes
1 Figur16-7'fastening FresErlentin6 bnd hwfderiKal M Shake
S nglet.on_ateeA1 .
6.9.1 Hip&Ridge for Presidential Shake"m,Presidential Shake'"'IR,Pres(dentiai'Shake TL'",,Presidential
Solarisl:
6.9.1.1 Option 1:Presidential Accessory I i'
PR SID NTIAl:ACCEWS-RY
Presidential accessory shingles canlie:userl loF.coverdng tifps and
I ridges Apply sliingles upAo the ridge (exppse no more than 7:".from
Lilo bottoiu edgeof the"tooth"Fasten eacl:accessorywith:t'wo las-
tenors.The fasteners,must be 13!4"long or Langer;So'*they
either 3%4" into the deck ar completely through the:dec(..,Pi
*0 gat
I
accessorycomesin two:different s(zes::Accessoryproduced in i
I Birmingham,AL is12°x 12",PortIand,OR:produces:.9:A. 131/4"
I accessory. [
6.9.1.2 For ASTM D3161 Class FJ—
performance use BASF "Sonolastic® NPL'""" adhesive or Henkel '`PL
Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements.
j6.9.1.3 Option 2:Refer to instructions herein for Cedar Crest'"",Cedar Cr6stTM IR hip and-ridge shingles.
6.10 HATTERAS�". L` 3 r ¢
LOW,:STANDAR0.1NOSTEEP;S1.0ft- f {23Untm)F i.f13+Jmml j;(?3pniin) m-W.
(230 Mo. 030.*) (230 m4.
t' 931$"
r(2S min) _Lm[nj t. (740 MITI)
' (240 mm): Haogng$e,inent ,.
41
IkWr 13*FaslenL+gllr'[Ipvs S6r 4a on AmpSro*,*
! 1 !I; "
For atcepatoN,'ose tiro Haile and eight spbts of tJim[:rooting
I Flgrrre lSr�Fiisln�nq�/lalt[�nS tiGi{igleson eei[itnt foreacb 4i]t tl�ueras sluigte+[s shaitn;alwtie,gtph'�"
! %ou esti 4la4arrt c(opa (15: etctmeter.drAs orroo6 j Ment 41sTH n 4W i4w_A
Por ion wd standard slopes;use Gee ha1(s foreachfidt suga^tstMO under! cl[Lab corner tress shl;%Ie ln[gplaces r10 not
((attcrts shuic a slim�v:above, irosc cement. ;
CAturf 10N TOP I(Uchroaring cnnent.ca9Gnaeshiagles'ur'tUsier
I
Exterior Research and Design,U.C. I' " Evaluation Report 3532.09.05-R13
"
Certificate of Authorization 119503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION i, FL5444-R12
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017
II, Page 10 of 12
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6.10.1 Hip&Ridge for HatteraSTM: f
6.10.1.1 Option 1: Accessory for Hatteras I1 ,
• i I�1
t i asfen bath'Z11.
! �I
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I I g31a ,
L
I+dgure IS 14;.18 tb��e:j�lece und�s sEp�r�le t4 makQ -
I .
54:7fuitehas:Ac�escory sbi, 011
6.10.1.2 Option 2: Cut Hatteras Shingles
I.
I r $,t 1$t+.{Q60TRm) god
{ Gap rap. Cap. Cap
Shingie Shen le Sheri fe Shingle: g31a ml:
Figure 15-20,s.cutAd ierasshingfes io:mahe cover ca
.R Figure 15-k-Install�stton of`crr/is zifopk fps and rldgas
6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NP'ir"1" adhesive or Henkel "PL° Polyurethane
Roof&Flashing Sealant",in accordance with CertainTeed requirements. �I
6.11 f{fGHLAN�SLIITET";HIGHLAND SLATE""IR. fi k
( .t , x s
LQW AND IlTNNDARD SLOPE":'
iTEEPSLOPE.
g e. Use FnT halls and E6T vols.�offasphslt opting cement*foe.each
R� 19somm�.. jxao�nj ,Ibomm I f+ i
j k
fu Highland Slate shln;tile.For Miami-Dade,5I7C.taails aie reguli'ed.
A 11"diameter ots'pf halt cemenE under-each tab
PP Y sP asp. g
t ±,j a§mm). _ corneeA4haliroofing(iementmeeting.ASIM.D45.86'i)geltissuggested.
I s,ie: I '' tib j`tzSOBmx� Cean.mZ t
0o�;7.
I I ,
Mldmi:OZtlBleyuuas.-
SlXnadstGro naris - .f (25mm).. — — --- ..
i ualalllfd o�arcenter'
'altouCas shdwnj. Mkem�DaCs Eirca 'I sa0'-
,
nLttd(iBd UWl CYIBf�.�. � —L
n�luQl aB:btiG?At�.,
�Flgure/1.-3 Use.Flf6:naelsforevayFltg/ilazul.SlnTesliinglR.: I pi i RooftngCetne;_
j Figure 17-3ti'iisa-MW Halls and eigtil sOo6 of aspliail:
rogiing;crnra'nt a ender eab'tdb corn&.
! 'CAIPfION:Eecessive.>se of rooIlng.cement can cause shingles
' to litister.� i,
1
6.11.1 Hip&Ridge for Highland Slate TM Highland Slaterm IR: Refer to instructions herein-for Cedar CreStTM,Cedar
Crest'"'.IR or Shangle Ridge TM hip and ridge shingles.
j li!
Exterior Research and Design,I.I.C. Evaluation Report 3532.09.05-1133
Certiftate afAuthori:ation#9503 GP EDITION(2017)FBC NON-HVHZ EVALUATION i FL5444-R12
Certainfeed Asphalt Roof Shingles;(610)651-5847 , Revision 13:09/05/2017
Page 11 of 12
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ERD
6.12
LOW AND STANDARD SLOPE STEEP SLOPE J �
Use FOUR nails and four i.spots of asphalt roofing cement for every full
Use FOUR nails for et:ery fall shingle)orated as shom�n belntiv. I t,
shingle as shown belo«:l Asphalt rcioiing cement meeting 1STil1.Iki586
'f�tc 11 is suggeste(L mpP.'1145 mm)spots of asphalt roofing
Sealant cements shgtvn.
CAU110N:Excessive use:cif roofing cement can cause shingles to blister.
ttirV ".-5'(25 m )
-------------
fr•ld' "`t'(23'caal t'�5scii!-«�-
t
I tl�rjanll•__ li e o
-r- �
Ynaonnp Cement
I I` �mxi �' ,tZM4
6.12.1 Hip & Ridge for Patriot'"": Refer to instructions herein for Cedar Crest'"',,Cedar,Crest'"" IR, Shadow Ridges"",
NorthGate or Shangle Ridges""hip and ridge shingles.
7. LABELING: ! {
I'I '
7.1 Each unit shall bear a permanent label with the manufacturer's name,llogo, Icity, state and logo of the
Accredited Quality Assurance Agency noted herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required;classifications detailed in FBC Table
1507.2.7.1/R905.2.6.1. k
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in orderjto properly evaluate the installation of this
product.
9. MANUFACTURING PLANTS:
I
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA
requirements. �1
I I„
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(414)248-6409;karen.buchmann@us.ul.com ', !
f -END OF EVALUATION REPORT-
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Exterior Research and Design,I.I.C. I 1 Evaluation Report 3532.09.05-R13
Certifisote ofAuthoriaation#959.3 6'EDITION(20x7)FOC NDN-HVHZ EVALUATION I It + FL5444-R12
Certain'reed Asphalt Roof Shingles;(610)651-5847 1 ,t Revision 13:09/05/2017
i' Page 12 of 12
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2/22/2018 Florida Building Code Online
lv
Aqffly ' * ' s '1 `�J �._..,....d.-,. � •CLRR�it�'1
BCIS Home ; Log In j User Registration Hot Topics t Submit Surcharge Stats&Facts I Publications FBC Staff i BCIS Site Map { Unks i Search 1
Product Approval j
+ , USER:Public User I -
Prod,&_A^_aawzlrManz or Az,?Ssadaa See-ch> >Application Detail
as a FL# FL2569-1113
Application Type Revision
Code Version 2017
Application Status Approved
Comments j
Archived
Product Manufacturer Soprema,Inc. (Canada)I
Address/Phone/Email 1640 rue Haggarty I"
Drummondville,NON-US 00000 I
(819)478-2400
memathieu@soprema.ca
Authorized-Signature Marc-Etienne.Mathieu- I,
memathieu @soprem a xii
Technical Representative Marc-Etienne Mathieu
j Address/Phone/Email 1688 Jean-Berchmans-Michaud ,;!
Drummondville,NON-US 00000
(819)478-2400 Ext 3327
memathieu @soprema.ca
Quality Assurance Representative Jean-Francois Cote, Ph.D. I ,
.Address/Phone/Email- .1640:rue:Haggarty,
Drummondville
(888) 811-3145 I
jfcote@soprema.ca !
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a FloridaRegistered Architect or a Licensed Florida
Professional Engineer I f
Evaluation Report-Hardcopy,Received
i
Florida Engineer or Architect Name who developed Robert J. M.Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC i
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W. Knezevich,PE
Validation Checklist Hardcopy Received
II.
Certificate of Independence iFL2569R33:001 2017i O1 COT�!Nieminen.pd
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM D6163 2008
FM 4474 2011
FRSA/TRI April 2012(04-12) 2012
TAS 110 t 2000
UL 1897 I; 2012
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsKQFEnckB108Erx1Ud3xYlpO2ib3vkhsvCVHcvjHputA%3d%3d 1/2
I.
.I
2/22/2018 ' Florida Building Code Online ( I
Equivalence of Product Standards
Certified By l'
III '
I,, I
Sections from the Code
I
Product Approval Method Method 1 Option D
Date Submitted 10/09/2017
Date Validated 10/11/2017 f
Date Pending FBC Approval 10/15/2017 '
I I
Date Approved 12/12/2017
Date Revised 02/12/2018 j
Summary of Products
FL# Model,Number or Name. Description �l
2569.1 Suprema Roof Self adhering roof underlayments
Underlayments '
Limits of Use Installation Instructions
Approved for use in HVHZ: No �FL2569>,R13 H 2917 10 ',FINAL.ER SOOREMAi CA UNDERt:AYMENTS;FL2569-
Approved for use outside HVHZ:Yes R13 o + ,
Impact Resistant: N/A Verified By: Robert Nieminen,P.E.PE-59166
! Design Pressure:+N/A/-150 Created by Independent Third Party:Yes,
si
Other: 1.) Refer to ER Section 5 for Limits i Evaluation Reports
of Use. 2.)The design pressure noted herein F112569'R13 AE 2017 TO FINAL ER' S61PREMA CR UNDERPAYMENTS FL2569-
pertains to underiayment systems used R13_odf I I
i Created by Independent Third Party:Yes!
beneath adhesive-set file systems. Refer to
ER Section 5.6.4 for details.
i :mea., I
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Contact Us:;2601 Blair Stone Road,Tallahassee FL 323991P e,8501487-1824
! The State of Florida is an WEED employer.Cooyriobt 2007-2013 State of Florida.::Privacy Statement;,.Accessibility 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 mall.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
i one.The emalls provided may be used for official communication with the licensee.However email addressesare,;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:
I
Ciedif Card - 1
Safe
I I�:
I
I ;1{
1,
I
i,
til i
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsKQFEnckB108Erx1Ud3xYlpO2ib3vkhsvCVHcvjHpOtA%3d%3d 2/2
11
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` EXTERIOR RESEARCH &DESIGN,I.I.C.
..,... ! Certificate of Authorization#9503
t
������ItRD OXFORD,CT 06478
353 CHRISTIAN STREET,UNIT#13
... 'I
'
(203)262-9245
EVALUATION REPORT
Soprema,Inc. 1 Evaluation Report S18010.06.09-R11
j 1640 rue Haggerty i FL2569-R13
Drummondville,Quebec J2C 5P8 Canada i I Date of Issuance:06/15/2009
(819)478-2400 Revision 11:10/06/2017
' I
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules!and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has beenreviewed by Robert Nieminen,
I 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 6 IEditionj I(2017); Florida Building Code
sections noted herein.
DESCRIPTION: Soprema Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
I
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product,change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert�Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity>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 "Trinityi 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 th'e user'by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
I !'
j.... ;/.X. I t
- •,.'u'�' I 1.
Robert i J.M.Nieminen,P.E. ,„ +.p., „��c,r" •�
The facsimile seal appearing was authorized by Robert
Florida Registration No.59166 Florida DCA ANE1983 �'!:;� ”' ti Nieminen,P.E.on 10/05/2017.This does not serve as an
`te*J
�iJLbfl4niis��
electronicallysigned 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. 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 ior 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. j
5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way,the!Designer of Record for any
project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose. i
1
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f" TR# l�T i ERCP
ROOFING COMPONENT EVALUATION: j
f'fj j
{ 1. SCOPE: 1
Product Category: Roofing {!
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the
following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the following
I Standards. Compliance is subject to the Installation Requirements and Limitations / Colditions of Use set forth
herein. II
2. STANDARDS:
Section Property Standard j ! Year
1504.3.1 Wind Resistance FM 44,742011
1504.3.1
2011
j 1504.3.1 Wind Uplift UL 1897 li„ ; 2012
j 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 fil ! 2008
TAS 110 Accelerated Weathering TAS 110 "i{ 2000
3. REFERENCES:
Enti Examination Reference j ! Date
ERD(TST6049) ASTM D1970/TAS 110 2968.05.04-2 ! 05/14/2004
ERD(TST6049) Physical Properties 2757.02.05 i, I 02/03/2005
'ERD-(TST6049) ASTM D1970%TAS 110 2974.03.05-2 �' 3 05/17/2005
ERD(TST6049) Wind Resistance 2778.07.05 j; i 07/15/2005
ERD(TST6049) Wind Resistance 2779.11.05-RI:I i 04/18/2007
ERD(TST6049) TAS 103/TAS 110 S7120111.07-2I,1; 11/02/2007
ERD(TST6049) ASTM D1970/TAS 110 S13196.02.09-R1 04/01/2010
ERD(TST6049) ASTM D1970/TAS 110 S31370.03.10-1'.R1 i 04/07/2010
ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.10-R1 09/09/2010
ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.09-R2 10/05/2010
ERD(TST6049) ASTM D1970 S37210.11.11 i 11/09/2011
ERD-(TST6049) ASTM D1970 540540:02.13-11; i 02/19/2013
ERD(TST6049) Physical Properties/Tensile Adhesion S43536.02.14-11; ! 02/21/2014
ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-SC7645.02.15 i 02/13/2015
ERD(TST6049) Accelerated Weathering SOPC-SC8520.14' 04/17/2015
i ERD(TST6049) Wind Resistance SOPC-SC14045€!05.17-R1 06/07/2017
M-D(CER1592) HVHZ Compliance 15-0508.04 i 09/24/2015
ICC-ES(EVL2396) 2015 IBC Compliance ESR-1524 f ! 03/01/2017
PRI(TST5878) Physical Properties SOP-064-02-0111 12/03/2013
Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH kYj40 06/29/2015
UL,LLC(QUA9625) Quality Contfol Service Confirmd'tion Exp.'07/18/2020
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4. PRODUCT DESCRIPTION:
4.1 Lastobond TU HT is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof
underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12') +
4.2 Lastobond Shield is a self-adhering, woven polyethylene surfaced,l! 5BS 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. f '
Exterior Research and Design,I.I.C. ! I''iEvaluation Report S18010.06.09-Rli
Certificate ojAuthorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION I i FL2569-1113
Soprema,Inc. Revision 11:10/06/2017
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4.5 Lastobond Pro HT-N is a self-adhering, woven polyethylene surfaced, SBS imodified 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 I urface SBS modified bitumen roof
I underlayment;meets ASTM D1970. I
4.8 Lastobond Eaves Protection Sheet is a self-adhering, glass-mat inforced, sand-surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970.
4.9 Lastobond Eco is a self-adhering, glass-mat reinforced, sand surfaced, SBS ;modified bitumen roof
! underlayment;meets ASTM D1970. (I(
4.10 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced,film-surfaced, SBS modified bitumen
roof underlayment;meets ASTM D1970. I
4.11 RESISTO LB1236 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS;modified bitumen roof
I underlayment,with a 36-inch sheet width;meets ASTM D1970.
4.12 PrimeSource Grip-Rite Eave&Valley Protector is a self-adhering,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.
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(0442).
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 Report, or previous!versions thereof, is/was
used for permitting or design guidance unless retained specifically for that...
5.2 This Evaluation Report is not for use in FBC HVHZjurisdictions.
5.3 Fire Classification is not part of this report; refer to current Approved Robling Materials Directory for fire
ratings of this product. i
i 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 156 made to the Authority Having
Jurisdiction for approval based on this evaluation combined withi supporting data for the prepared roof
covering.
5.5 Allowable Roof Covers:
a'k TABLE 1r RQifF2VER QlsTl£fNS
Underlayment Asphalt Nail-On Foam-On Metal i Wood Shakes& Slate
Shingles Tile Tile , i Shingles
Lastobond TU HT £ Yes yes See 1!es t Yeses
Lastobond Shield/Pro HT-N/RESISTO SA 5
Yes NAAt� X Na iY YDS YEs
j SMOOTH PLY 40 h 3 h
Lastobond Shield HT Pro HT-S Yes I\to �llo�*� `(es Yep' Yes,
Lastobond Eaves Protection Sheet/ EOE A �
Lastobond 195YeS4 . s t NQ � IO tf Yes YeS t
Lastobond ECO /RESISTO L61236,Grip- 4 �4 -5, .
..r t _ •
Rite Eave&Valley Protector%RESISTO YeS '122xJvo � (o filo 2 Yes Yes
L61244 -N��` t "'25
S.I lk �.
Exterior Research and Design,U.C. ( ?Evaluation Report 518010.06.09-R11
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R13
Soprema,Inc. Revision 11:10/06/2017
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- �� � ' � _ � a� TABLE 1�ROOD COVER OPT►pld5 �� "� � r � h � �-
Asphalt Nail-On Foam-On I I' Wood Shakes&
Underlayment Metal Slate
I Shingles Tile Tile I I! Shingles
! Lastobond Smooth Seal HT Yes ,r_, No�xx Fps Noz IN Yes i- Ye"s Yds-y_
Colphene-FR GR 1feS x a Yes +(� Yes otoYPsaYeS
5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations.
i 'FAB[i 1AAuowge TqE aaNEsi�E UNDERkAYtIiIENT COMBINA[(ONS r,
Adhesive Florida Product Approval 1(6nderlayments
i
Dow TileBondlu FL22525 Lastobond TU HT
I ICP Adhesives Polyset®AH-160 FL6332 Lastobond TU HT ori!Colphene FR GR
Ir;;
5.6 Allowable Substrates: i
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 Las!obond'mooth 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.
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 isInot slated for installation within
24 hours.
➢ Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to
installation of the self-adhering underlayment. I
5.6.2 Bond-to-Insulation: I'
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Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond
Pro HT-S,Lastobond TU HT,Lastobond Eaves Protection Sheet,Lastobond 195, Lastobond ECO, RESISTO
LB1236,Grip-Rite Eave &Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR
GR applied to: b 1
I ➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. ,
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
1
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems(Lastobond TU HT only),insulation attachmenlY shall be designed by a qualified
design professional and installed based on testing of the insulation/undelrlaymeInt system in accordance
with FM 4474,Appendix D,Testing Application Standard TAS 114 Appendix J or UL1807.
1
1. 1 1
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning 1Moment Resistance Performance.
Exterior Research and Design,I.I.C. I Evaluation Report 518010.06.09-R11
Certificate of Authorization 119503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION I FL2569-1113
Soprema,Inc. Revision 11:10/06/2017
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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' 195, Lastobond ECO, RESISTO
LB1236,Grip-Rite Eave&Valley Protector, RESISTO LB1244,Lastobond Smooth Seal HT or Colphene FR GR
applied to:
ASTM D226;Type 1 oIr Il felt;Sopra=G;Modified Sopra-G.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems (Lastobond TU HT only),
base layer shall be attached in accordance with FRSA/TRI April 2012(04-12),
i
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where
the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment
systems that are not addressed in FRSA/TRI April 2012 (04-12)and are ulsed 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 toll margin of safety per FBC 1504.9 has
already been applied). Refer to FRSA/TRI April 2012(04-12)or FBC 1609 for determination of design wind
pressures. I
#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
i Having Jurisdiction. l'
Primer: (Optional) Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER
iUnderlayment: Lastobond TU HT or Colphene FR GR,self-adhered. I.
#2 Maximum Design Pressure==67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction. l
Primer: Elastocol 600c
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered.
#3 Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may!be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.;
Primer: (Optional),RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT, self-adhered, shall be thoroughly!doll using hand roller and/or
weighted roller to ensure there are no voids, and ensure there are no voids/bridging at
side and end-laps.
#4 Maximum Design Pressure=-60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin
caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three (3),
equally spaced rows in the center of the sheet.
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered
I
5:6.4.1 Ail other direct deck, adhered Soprema underlayment systems beneath'foam=on tife systems carry a
Maximum Design Pressure of-45 psf.
Exterior Research and Design,LLC. ; Evaluation Report 518010.06.09-1111
Certificate of Authorization 19503 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
or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A1.
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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,l Zones 2 and 3, shall employ an
attachment density designed by aqualifed design professional to resist'the elevated pressure criteria.
Gorrimonly used methods are ANSI/SPR1 WDi, FM Loss RreVentioll ''Data Sh"eet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)f 0` Zone 2/3 enhancements.
5.7 Exposure Limitations:
Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco, Lastobond Smooth Seal HT, RESISTO
LB1236,Grip-Rite Eave&Valley Protector or RESISTO LB1244 shall not be.left exposed for longer than 30-
days after installation. ;
Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond'Shield'HT o-r 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 Ionger than 180.-days after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)1'- I I
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. j„1
3
„iA8LE2 71LE$EIP�AGELIMITATON5F012DIRECT DECK TILE INSTALL{1t(ONSI..x
Maximum
Underlayment Tile Profile (Staging Method' Slope
Flat Max.10-tile stack 6:12
Lugged Max.10-tile stack 5:12
Max.10-tiles tack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as s'hp n laelow)
Lastobond TU HT
i Lugged s
gn
i
Colphene FR GR Flat Max.10,tile stack 5:12
Lugged Max.10-tile stack 6:12
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Exterior Research and Design,U.C. Evaluation Report 518010.06.09-1111
Certificate ofAuthorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION ' ! FL2569-R13
Soprema,Inc. Revision 11:10/06/2017
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6. INSTALLATION:
6.1 Soprema Roof Underlayments shall be installed in accordance with 'Soprema published installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. ;Sweep the substrate thoroughly
to�remove any,dust and:debris prior.to application, and prime.the:substrate.with Elastocol Stick,-Elastocol
600c or RESISTO EXTERIOR PRIMER(if applicable).
�fi 3 � Lastobond Tif NT,Lastoband Shtelci Lastobond Pra H€N�EtESiST4'SA 511jICiOTH PLY 4Q l�stobonc!Shfeld
H€.LLastQbonx��Pro ItT S} I.a5tabQnd Eaves Pro>lectron Sheet,Wstobond F195,lastokti�nct',6co,fiastobp�nd F
�` _<_. smooth Sea[ �€�R�1ST�161236,GrlprRiteEaue&1/a(ley Protector,RES1�70 LB1244�r Loipherse fR�R y
6.3.1 Shall be installed in compliance with the requirements for ASTM D1976 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed. l'
•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 mei brane;and peel back the first 3
ft of release film.
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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 filni diagonally while holding the
_membrane tight.-Firmly_roll._the-membrane-into_place to: ghiev_e a!bond.,
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps
shall be sealed using either heat-welding or hot air welding techniques.
When installing at slopes above 8:12,Soprema recommends back'nailing,in the overlap area at the top of
the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.!Peel they release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the-Icenter;of the valley or ridge in
{
each direction. For valleys,apply the sheet starting at the lowest point 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;„and Table 1 herein, using the
instructions noted above as a guideline. i
For foam-on tile applications,reference is made to Section 5.6.4 herein for`! incl resistance limitations that
{ fall outside the scope of FRSA/TRI April 2012(04-12).
Tile shall be loaded and staged in a manner that prevents; tile slippage and/or damage to the
underlayment.-See-Table-2.herein,.and-Soprema_published requirements--for-tile staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order,to properly evaluate the installation of
this product. f i
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Exterior Research and Design,I.I.C. (;!Evaluation Report S18010.06.09-R11
Certificate of Authorlzatlarr#950 6T”EDITION(2017)FBC NON-HVHZ EVALUATION I F1_2569-1113
Soprema,Inc. Revision 11:10/06/2017
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8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F!A:C. 61G20-3 QA requirements.
The following plants have qualified products under their respective physical properties specifications.
{II
j Planf Nlam i#Icatian xMOM .Products
y
Lastobond Shield,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT,
Drummondville, Lastobond Pro HT-N,Lastobond Prof HT-S,Lastobond 195,Lastobond
ASTM D1970 Eaves Protection Sheet,Lastobond Eco,Lastobond Smooth Seal HT,
QC(Canada) ,
RESISTO LB1236,PrimeSource 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,IRESISTO°LB1236 PrimeSource Grip-Rite
Eave&Valley Protector RESISTO LBB,244 I
ASTM D1970&FRSA/TRI 04-12 Lastobond TU HT;Colphene FR GR !;'
Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco,
Gulfport,MS s;
ASTM D1970 Lastobond Smooth Seal HT,I RESISTO,LB1236;PrimeSource Grip-Rite
E
Eave&Valley Protector,RESISTO LA244
9. QUALITY ASSURANCE ENTITY:
II G
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
` -END OF EVALUATION REPORT- `1
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Exterior Research and Design,I.I.C. i l j Evaluation Report 518010.06.09-R11
Certificate of Authorization J19503 6T"EDITIQN(2017)FBC NON-HVHZ EVALUATIQN FL2$69-1113
Sopiema,Inc: Revision 11:40/06/2017
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